[From the U.S. Government Printing Office, www.gpo.gov]



                                                        ENCLOSURE #1








                                  PRESQUE ISLE STATE  PARK

                         BATHING BEACH CONTAMINATION  INVESTIGATION

                                           Year 3



                                        Final Report










                                        Prepared by


                              ERIE COUNTY DEPARTMENT OF HEALTH






                                         March 1991









               The preparation of this report was financed in part through
               the Pennsylvania Coastal Zone Management Program under
               provisions of the Coastal Zone Management Act of 1972,
               administered by the Division of Coastal Zone Management,
               Bureau   of   Water    Resources   Management,     Pennsylvania
               Department of Environmental Resources.

     TC
     225
      P7
     E7
     1990





                                                           P@*Operty Of ese

                                        TABLE OF CONTENTS

                                             U - S - DEPARTMENT OF COMMERCE NOAA
                                             COASTAL SERVICES CENTER           Page
                Preface                      2234 SOUTH HOBSON AVENUE
                                             CHARLESTON , SC 29405-2413
                    I.  Introduction/Background                                   1
                  II.   Shoreline inspections                                     5

                  III.  Stream, Storm Water and    Lake Water Sampling          11
                        West of Presque Isle

                        A.  Non-Point Sources -     Background                  11
                        B.  1990 Stream Monitoring Samples                      15
                        C.  1990 Non-Point Source Sampling                      26
                        D.  Sewer Overflows in the Vicnity     of               27
                            Presque Isle

                  IV.   Bathing Beach Sampling                                  30
                        A. Routine Monitoring     Samples                       30

                        B. Hourly Sampling                                      31
                    V.  Bay Water Sampling                                      36

                  VI.   County-Wide Lake Erie Sampling                          41

                  VII.  Incubation Tests of Shoreline Materials                 44

                VIII.   Sand Raking Trial                                       50

                  IX.   Predictive Beach Closings                               55

                    X.  Summary and Recommendations                             61


                Literature Cited

                Appendix A:    Presque Isle State Park Protocol for Sampling
                               Beaches

                Appendix B:    Presque Isle State Park 1990 Bathing Beach
                               Sample Results

                Appendix C:    1990 Chem Sample Results
                Appendix D:    Miscellaneous Stream and Storm Water Samples



          CM
          LAJ









                                         Pref ace

                    During 1988 and 1989 the Erie County Department of

               Health, with partial funding from Coastal Zone Management of

               Pennsylvania, conducted studies at Presque Isle State Park

               to determine causes of high fecal coliform bacteria counts

               in beach water. The results of those studies are presented

               in the Presque Isle State Park Bathing Beach Contamination

               Report, dated June 1989 and the Presque Isle State Park

               Bathing Beach Contamination Report, Year 2, dated February
               1990. In 1990 further work was done to supplement that done

               in 1988 and 1989. This report is intended to be a summary

               of the work completed in 1990.









                   Introduction/Background

                        In the Year I and Year 2 bathing beach

                   contamination studies (1,2), it was determined that high

                   levels of fecal coliform bacteria exist in wet shoreline

                   sand and bottom sediment at Presque Isle State Park

                   beaches in the warm summer months and that these

                   bacteria are resuspended in rough water conditions,
                   leading to beach closings. It was also shown under

                   laboratory conditions that fecal coliform could

                   reproduce in moist shoreline materials obtained from

                   Presque Isle. Rainfall increased fecal coliform levels
                   (per 100 ml sample) and flows from streams near Presque

                   Isle. A beach area with a large gull population was

                   shown to have higher fecal coliform levels than a

                   neighboring beach area with less gulls. Areas with
                   decreased circulation (e.g., behind the experimental

                   breakwaters in 1988) were shown to have somewhat higher
                   beach water fecal coliform levels than unprotected

                   areas.

                        Also, in the Year I and Year 2 studies, historical

                   data (starting with 1976) was compared with recent data.
                   Some differences in collection and storage of samples

                   and reporting of results made comparisons difficult. It
                   was determined that differences in regulations, sampling
                   protocols, beach area designations and numbers of
                   samples collected were factors apart from the actual

                   water quality which were responsible for some of the








                    beach closings in recent: years. Factors which were

                    noted as possibly influencing increases in actual fecal

                    coliform levels at Presque Isle beaches in the past

                    decade were: increased land development in Erie County

                    (residential and commercial), contributing to non-point

                    runoff reaching Lake Erfe; record warm temperatures

                    (both water and air) for several years in the 1980's;
                    replenishment of Presque Isle beaches with upland sand;
                    and reduced circulation behind the experimental

                    breakwaters (Beach 10).

                        During the 1990 study extensive sampling at
                    Beaches 1, 8, 10 and 11 was continued in order to

                    compare results with those of the Year I and Year 2
                    studies, along with fact:ors such as weather patterns for

                    each year. Work included a sand incubation experiment,
                    a sand raking trial, county-wide sampling of water along

                    the Lake Erie shoreline, bay water sampling and a great

                    deal of work to identify, non-point sources. In

                    addition, investigators provided information and

                    guidance to assist Presque Isle State Park with the

                    development of the Protocol for Sampling Beaches.

                        Work over the past three years has led to the

                    development of a predict:ive model for immediately
                    closing beaches under particular weather and lake

                    conditions. It is preferable to close beaches
                    immediately when it is predicted that fecal coliform

                    will be high rather than wait 24 hours for sample



                                             2









                  results, as that initial 24 bours is often the time

                  period witb the greatest bealtb risk to batbers. The
                  predictive model was used witb success by Presque Isle

                  State Park in 1990.
























































                                            3









                    Shoreline Inspections

                         About 4 miles of shoreline west of Beach 1 (see

                    Figure 1) were inspected on foot for any indications of

                    sewage discharges or other observations worthy of note.

                    This area is serviced by sanitary sewers, though
                    inspections were conducted once in the spring and once

                    in the fall of 1990, with spot checks of some areas

                    conducted during the summer. Samples were collected

                    from stream and storm water discharges and analyzed for

                    fecal coliform levels.

                         Fecal coliform levels from discharges tested during

                    dry weather conditions were all very low (mostly

                    <20/100 ml; see Appendix D). Wet weather spot checks of

                    streams and storm drain outlets showed elevated fecal

                    coliform levels (see Table 1). No sewage outfalls were

                    discovered. Exposed sanitary sewer lines along the

                    shoreline west of Marshall Run were inspected. These

                    lines once served lake-front cottages that have since

                    been destroyed by storms. No flow from these lines was


                    seen.


                        Except where cottage owners keep beaches clean, the

                    shoreline west of Presque Isle to the vicinity of Powell

                    Avenue (see Figure 1) generally contains a considerable

                    amount of man-made debris brought by lake waters.

                    Plastic items make up the greatest amount of the debris

                    found. These included -plastic bottles and other




                                             5









                                                                                                                                                                                                                                          HIII.Id. S.... 0... fie.


                                                                                                                                                                                                                                           Ft. of Ch.at.q.. bird.
                                                                                                                                                                                 each I
                                                                                                                                                   Beach 9

                                                                                                                                                                                                                                              Ft.    Halley St.
                                                                                                                                       Lighth.... 8.a.h



                                                                                                                                    Mill Road B...h..                                              Beach 11
                                                                                                                                                                                                         Perry Mon urne nt - North

                                                                                                                                                                                                          Perry Mon urne nt - South

                                                                                                                                      h a                                                                  Ft. of Dunn Bfvd.

                                                                                                                              Beach 7

                                                                                                                                             Water Work.            W..t Pier

                                                                                                                           9   h 6





                                                                                                 13 ... h 2

                                                                                        Barrack. 8 ...h

                                                                                              Beach I                                  rlr.t Bay Parking Let
                                                                            h-ft., Creek and Beach


                                                                               K.I.. St.- D,.In


                                                                                   K.I.o 8...6

                                                                                                                               Ft. f S-114.1- Dr.
                                                                                  9        h


                                                                                 M.r.h.11 Run

                                                                         Sh-h-n C,..k

                                                                         Ft. of P-11 A-


                                                                     M..tp.11.1 A-
                                           Wilkin. Run                                                                                                                          Sample Collection Sites
                           Walnut C ... k                                                                                                                        1990 Bathing-Beach Contamination Study
                                                                                                                                                                              Erie County Dept. of Health
                                                                                                                                                                March 1991                                                          No Scale
                                                                                                                  FIGURE 1


                                                         L.k..h.r. Wf C.u-









                   containers, broken pieces of plastic, balloons, and

                   plastic tampon applicators. The tampon applicators are

                   significant in that they are indicators of raw sewage

                   contamination.   Approximately 15 - 20 of these items

                   were observed on eacb of the two sboreline inspections

                   between Beacb I and Powell Avenue. Significant numbers
                   of applicators are also found on Presque Isle beacbes,

                   especially in the spring. However, as these applicators

                   are virtually indestructable, it is not possible to tell

                   bow long they bave been in the lake or wbere they came

                   from.

                        It is interesting to note that no tampon

                   applicators and very little otber manmade debris were

                   seen west of Powell Avenue during eitber inspection.

                   Driftwood was still seen in this area, as were balloons.

                        Sboreline inspections were conducted in various

                   areas witbin about two miles east of Presque Isle. Many

                   areas east of Presque Isle are inaccessible by foot
                   because of steep cliffs witb no beacb areas. Wbere
                   inspections were conducted, some serious sanitary

                   problems were seen.
                        The sboreline area east of Presque Isle wbicb was

                   inspected was primarily witbin the limits of the City of
                   Erie. This area of the City is served by a combined

                   sewer system witb wet weatber overflow points wbicb

                   discbarge to the lake.




                                            6








                        The following are descriptions of specific sites

                    east of Presque Isle.

                         1. The beach just east from the East Avenue boat

                    launch (also known as the foot of Dunn Boulevard): A

                    combined sewer overflow (with periodic extremely high

                    fecal coliform counts*) enters Lake Erie in the middle

                    of the beach (see Figure 1). Otber than the overflow

                    and the odor present from industries in the area, the

                    beach itself is reasonably attractive and many children

                    and some adults from the immediate area swim there.

                    (The area is not a permitted bathing area and was posted

                    with one small "No Swimming" sign.) West of the beach
                    and boat launch is a warm water discharge from quench

                    water that the Erie Coke Corporation plant uses in
                    making foundry grade coke from low sulfur coal. In July
                                           .k

                    a naturally occurring, -thick accumulation of dark algae

                    covered the sboreline near the discharge.

                         2. The foot of Crancb Avenue: A sewage pumping

                    station is located here. Increased flows during wet

                    weather can back up sanitary sewers into homeowners'
                    basements. The City of Erie, to prevent this from

                    happening, will routinely pump the diluted sewage from a

                    sump at Crancb Avenue directly to a stream which enters

                    the lake. The City has also pumped the diluted sewage
                    onto the ground just to the west of the pump station.


               *Often >60,000 fecal coliform/100 ml - see Appendix D


                                             7








                   Pumping of sewage at this location occurs only during or

                   after heavy rainfall. Presque Isle beaches routinely

                   experience elevated bacterial levels with these weather

                   conditions, but it is not possible at this time to

                   determine the contribution of this overflow to high

                   counts at Presqve Isle.

                        3. The foot of Chautauqua Boulevard: A stream, a

                   sewage pumping station and a small beach are located

                   here (see Figure 1). Sometimes local residents swim at

                   the beach. Two sewage discharges were noted here.

                        One discharge consists of a pipe (approximately

                   1/2 ft. diameter) which discharges sewage to a stream

                   when there are electrical or mecharAcal problems with

                   the municipal sewage lift station that serves the area,

                   or when a hydraulic overload exists. It is interesting

                   to note that following a rainstorm on September 24, 1990

                   samples of the discharge and samples upstream and

                   downstream of the discharge all had >60,000 fecal

                   coliform, >60,000 fecal strep and >60,000 E.

                   coli/100 ml. City of Erie records indicate a combined

                   sewer overflow point at Chautauqua Boulevard and East

                   Lake Road, about one-half mile south (upstream) of the

                   sampling point. That overflow may have been partially

                   responsible for the high bacterial levels.

                        The second discharge located at the foot of

                   Chautauqua Boulevard is a pipe approximately two feet in

                   diameter from a hillside just west of the lift station



                                             8








                    wbicb flows directly to the beacb. Mucb sewage-related

                    debris was seen on the beacb (feces, paper and plastic
                    items). During the spring, the discbarge flowed

                    constantly regardless of weatber. Conditions improved

                    somewbat following maintenance work by the City of Erie

                    Sewer Department. It is believed that this pipe now

                    discbarges only during rainstorms.
                         Approximately 100 tampon applicators appeared on

                    the sboreline of the Gull Point area (between Beacb 10

                    and Beacb 11) after a storm in November. These items

                    may bave traveled to Presque Isle's sboreline from

                    east-side sewer overflows sucb as those described above,

                    or from Erie sewage treatment plant effluent, after

                    overflow conditions at tbe plant during a beavy rain.

                         Samples taken during sboreline inspections are

                    included in Appendix D.

                         4. Near-sbore algae accumulations and associated

                    fecal coliform levels: An additional observation during

                    sboreline inspections was that unusually beavy
                    accumulations of algae appeared along different areas of
                    the Lake Erie sboreline in 1990. Similar deposits of

                    algae were documented in the 1960's but bave not been

                    seen in recent years.

                         The area witb the largest accumulations of algae

                    (witbin the study area) extending from Kelso Beacb

                    tbrougb the Beacbcomber Campground Beacb, Presque Isle
                    Condominium Beacb and Beacbes 1, 1 East and I West



                                              9








                   through Barracks Beach. The algae did not usually
                   occupy this entire area at one time but sbifted

                   locations, depending on currents. For instance, on

                   August 2, 1990 a heavy accumulation of algae was present

                   at the Beachcomber Camp beach (and some at the

                   condominium beach) but not at neighboring Kelso Beach or

                   Beach 1 West. Beachcomber Beach bad a fecal coliform

                   level of 350/100 ml, and Kelso Beach bad a level of

                   10/100 MI.

                        Algae accumulations were not unique to locations in

                   the vicinity of Presque Isle. For instance, an

                   inspection of Shade's Beach in Harborcreek Township
                   (about 10 miles east of Presque Isle) on August 6, 1990

                   revealed heavy algae accumulations. Foamy water in the

                   algae zone bad a fecal coliform level of 2,600/100 ml,

                   while clearer lake water bad a fecal coliform level of

                   80/100 MI.

                        Algae itself is not believed to be a source of

                   fecal coliform. Heavy accumulations of algae, however,

                   seem to be associated with higher fecal coliform levels

                   than nearby clearer waters.














                                            10









                   Stream, Storm Water and Lake Sampling West of Presque Isle

                   A. Non-Point Sources - Background
                            As part of the Year 1 and Year 2 studies (1,2)

                        streams west of Presque Isle were sampled to determine
                        whether they have the potential to affect fecal

                        coliform levels at Presque Isle beaches. It was shown

                        that during or immediately following a rainstorm,

                        fecal coliform levels in streams (per 100 ml sample)
                        were at least 10 tiraes higher than during dry weather

                        levels. Since flows also increase, to perhaps 100
                        times (or more) of dry weather flow, fecal coliform

                        contributions of these streams during a heavy
                        rainstorm are significant. Bacterial samples of lake

                        water collected upcurrent and downcurrent of streams
                        confirmed the streams' impact on the lake. Beach

                        water at Presque Isle can be affected when wind-driven

                        currents are from the west or east. These findings

                        formed the basis for predictive beach closings, based

                        on certain rainfall and lake current conditions.

                            Bacterial increases with heavy rainfall are not
                        a new phenomena, nor are they unique to the area of

                        Erie, Pennsylvania. For instance, Koozer State Park

                        (Pennsylvania) has a policy of closing its bathing
                        beach after a heavy rain. During wet weather
                        conditions, silt high in fecal coliform is suspended

                        in Koozer Run, which feeds Koozer Lake where the

                        park's bathing beach is located.









                       suspected that the decrease in the spring was due to
                       the surface layer of sediment becoming resuspended

                       due to increased stream flow during spring snowmelt
                       and precipitation. In contrast, when stream flow

                       decreased during the summer, bacteria associated

                       with particulates settled to the bottom. A decrease

                       in the bacteriological quality of the Detroit River

                       during the summer was also noted by the Ontario

                       Ministry of the Environment (14). Samples collected
                       during late June and July bad higher fecal coliform

                       densities than those collected in May or early June.

                       Kelch and Lee (6) found that drainage from cattle

                       pastures was higher in E. coli in the colder months.
                       They felt that this was due to E. coli's prolonged
                       survival time in low temperatures and accelerated

                       die-off at higher temperatures.
                            Investigators have found high fecal coliform or

                       E. coli levels in stream sediment (7), river

                       sediment (8), estuary sediment (9-10), canal

                       sediment (11) and lake bottom sediment (1,2,12).

                       These fecal indicator bacteria become suspended

                       during periods of high stream discharge,

                       simultaneously with increases from runoff of

                       terrestrial organisms and settle into the sediments

                       during low and stable flow (7,8). organisms re-

                       settle downstream, increasing sediment populations




                                            13









                       there (8). ("Downstream" in the case of ECDH study

                       area could include Beach 1 sediments, for instance.)

                       Bacteria from lake sediments are suspended during
                       periods of high wave! activity (1,2).

                            Matson, et al. (8), states,

                                 "The importance of aquatic sediments
                            as reservoirs of health hazard indicators
                            is determined by at least two factors:
                            1) the possibility of extended survival or
                            growth of indicators in sediments (thus
                            altering temporal concepts of wastewater
                            pollution), and 2) the potential for
                            resuspension of: the sediment into the
                            water column, thus exposing users to
                            sediment-bound indicators and pathogens."
                            Struck (9) found that peaks in water counts (in

                       stream water) often correspond to decreases in

                       bacterial counts in sediment and that fluctuations

                       in water and sediment counts are associated with

                       rainfall intensity. Twenty-four hour rainfall

                       greater than 0.10 inch, preceded by several days of
                       dry weather, was sufficient for disturbance and

                       release of sediment-bound fecal coliform. Struck

                       was able to show that 71 percent of the fluctuation

                       in Winter Creek water fecal coliform levels could be

                       explained by corresponding fluctuations in sediment

                       concentrations. He also showed, in growth

                       experiments, that the organically rich stream

                       sediments provided "a suitable environment for fecal
                       coliform reproduction." Struck concludes that the

                       results of his studir and others,
                                          .0





                                             14









                                         indicate that non-point
                            bacterial contamination is not limited to
                            the original source of bacteria, but to
                            the numerous interactions that occur after
                            the fecal coliform enters the stream or
                            estuary. Therefore, future efforts need
                            to focus not only on farms and septic
                            systems, but also on the multitude of land
                            uses that can occur in a rapidly growing
                            watershed."

                   B. 1990  Stream Monitoring Samples

                            Five streams and three shoreline areas west of

                        Presque Isle were sampled weekly during the regular
                        bathing season (May 26 - September 3). Samples were

                        collected from the same stream and shoreline sites

                        as in the Year 1 and Year 2 studies (Figure 1), and

                        additional unscheduled samples were collected

                        immediately following several heavy rainstorms.

                        Fecal coliform levels were tested on all sampling

                        excursions. Fecal strep, E. coli and Klebsiella

                        were tested during wet conditions on two occasions.
                        Weekly bacteriological monitoring results are listed

                        in Table 1. The highest bacterial levels in stream

                        water were noted during wet weather conditions in

                        July through September.

                            Nutrient samples were also collected as part of

                        the 1990 stream monitoring program. Nutrient

                        parameters included total phosphorus, nitrogen
                        compounds (NH3, N02, NO 3) and total organic carbon
                        (TOC). One set of nutrient samples was collected from
                        each of the stream monitoring sites for both dry and

                        wet conditions. Results can be found in Appendix C.


                                             15









                        Wet Weatber Sampling Excursions

                             Sampling before and during rain events was
                        conducted on August 12 - 13, August 29 and

                        September 5 - 6 (see Tables 2 - 4). Results sbowed

                        dramatic increases in fecal coliform levels as soon

                        as stream flows increased.

                             On August 12 (about 6:00 p.m.) fecal coliform

                        levels in Marsball 'Run rose from 1,500/100 mi to
                        14,000/100 mi in a period of 8 minutes at the onset of
                        beavy rain. By the following morning, flow bad
                        increased considerably and the fecal coliform level

                        was 36,000/100 mi. Fecal coliform levels and stream
                        flow botb started to decrease by afternoon (Table 2)

                             Lake, stream and storm water samples were
                        collected west of Presque Is.le on August 29

                        following a beavy thunderstorm (Table 3). At least
                        some of the bigb fecal coliform levels in storm and

                        lake water on August 29 can be attributed to
                        observed sanitary sewer overflows (Section III-D)

                        wbicb occurred at Kelso Beacb and at the Sborebaven

                        Drive lift station (Figure 2).
                             On September 5 bigb bacterial levels were found
                        in stream water from streams west of Presque Isle

                        immediately after a beavy rainstorm (Table 4).
                        Levels decreased tbrougbout the day but were still

                        elevated, as compared to "dry weatber" levels on

                        September 6.



                                             16










                           It was also observed that stream fecal coliform

                      levels were bigber during summer rain events. Wet

                      weatber stream samples in July tbrougb September
                      routinely contained in the range of tens of

                      tbousands of fecal coliforms per 100 ml sample. By

                      October stream samples collected after a rainstorm

                      bad fecal coliform levels in the order of bundreds

                      per 100 ml sample. Spring samples (tbrougb early

                      June) were also lower in fecal coliform tban summer

                      samples.


































                                           17





                                                                                                                                                          Stream and Storm Drain Sampling
                                                                                                                                                                           TABLE 1


                                                              I       B. C.           I       B. C.           I       KELSO           I        KELSO          I MARSHALL I                    BAER          "SHOREHAVENI                 WILKlm,; I              WALNUT             IMANCHESTEkf POOT OF                            i    FOOT oi-
                                              DATE            l      BEACH            I     STREAM            I STORM DR.1                     BEACH          I         RUN            I     BEACH          I       CREEK           I         RLIN          I       CWEEK           I       BEACH           IMONIPELIERi                 POWELL


                                              4/10/90         1       ----            1         200           1         620           1        ----           1         910            1      ----          1         210           1
                                              4/24y"30        1       ----            I       ----            I       ----            1            80         1       ----             I      ----          I       ----            I
                                              5/7/90          1                       1       ----            I       ----            I        ----           I       ----             I      - --          1         2 E. 0        1
                                              5/14/90         1       ----            1         560           1         670           1        ----           1       1000             1      ----          1         230           1       4,,)Oj          1         280
                                              5/17/90         1       ----            I       ----            I       ----            I        ----           I       ----             I      ----          I       ----            I       ----            1       2700
                                              5/22/90         1       ----            1            70         1         330           1        ----           1         110            1      ----          i         < 10          1           50          1           80          1       ----            I       ----
                                              5/31/90         1          240          1         560           1       ----            1            10         1         220            1      ----          1            80         1          230          1           10          1         (10
                                              6/7/90          1           25          1         320           1       ----            1            20         1         460            1      ----          1         700                       30          1           10          1         <10
                                              6/8/90          1       ----            1       1000            1       ----            I        ----           I     i2ooo              I      ----          1       7000            1       ----            1       1050            1       ----
                                              6/15/90         f          (10          1       1300            1       ----            I          <10          1         320            1      ----          1         450           1       ----            1           20          1         (10           1       ----            I       ----
                                              6/20/90         1          100          1         800           1       1400            1            20         1         600            1      ----          1         800           1         260           1           50          1            10         1       ----            I
                                              6/21/90         1       ----            I       ----            I       ----                                                                                                                                  1           80          1         120           1       ----            I       ----
                                              6/25/130        1       ----            1         600           1       1000            1          420          1       1500             1      ----          I       Iioo            1       2000            1       2900            1       ----            I       ----            I       ----        ..
                                              7/5/90          1          (10          1       1300            1       ----            1          500          1       1200             1      ----          1         440           1       ----            1           70          1            50         1       ----            i
                                              7/9/90          1       3700            1       13000           1       3700            1        3600           1     24000              1      ----          1       2900            1       9000            1       i9oo            1         240           1       ----            I       ----
                                              7/12/90         1       ----            1     10000             1       ---             I        ----           1     60000              1      ----          1       @400            1       ----
                                              7/20/90         1       1 b 0 0         1       6000            1       ----            I        ----           I       (@000            I      ----          j         -@00
                                              7/23/90         1          210          1       1800            1       ----            1          100          1       1200             1      ----
                                              7/24/90         1           20          1       1100            1                       1            20         1         3"'10          1      ----          1         240           1                       1          110          1            20         1       ----            I       ----
                                              7 I'Ll 6 /9 0   1           10          1         6130          1       -.- -- -                                                                                                                                             0                                                                ---
                                                                                                                                      I          ( I -,)      1         200            1                    1         2 3
                                                                      ----                    ----                    ----                     ----                           -D       I      ----
                                              7 / -i 1.,"10   1                       1                       1                       1
                                              8/2/90          1          350          1         110           1       ----            1            10         1         310            1      ----          I         logo          1           70          1           20          1         (10           1
                                              8/7/90          1       3200            1     50000             1       ----            1          140          1     13000              1      ----          1       8000            1       -.- --          I       ----            I       ----            I
                                              8/8/130         1       ----            1     28000             1       ----            I        ----           1       13000            1      --            1       2,100           1                               ---- -- -
                                              8 / 9.19 0      1           10          1       2000            1       1 i00           1          (20          1         P40            I      ----          1       2000            1                                                                                 < 1-00
                                              8/12/90         1                                                                                               1       .500             1
                                              8   3 /9 ".)    I                                                                                                            j 0         1
                                              8/15/90         1           40          1         690           1       ----                       110          1       3000             1      ----          1         550           1       ----
                                              8/22/90         1       1000            1         400           1       ----            I          <10          1         900            1      ----          I       1@Aoo           I                                                                               ----
                                                  E, 11110    1       30"1")          1   '60000              1   >60000              1        1000           1     34000              1      4000          1       5 @14 0 0       1                                                                       1            40         1    28000
                                                  4., 9 0     1                       1       ----            I       ----            I        ---            i         3io            i          I -D      I                       I       - - -                                                           I       --.-            I       ----
                                                  5                                   1     12000             1       6000            1        10 -j 0        1                                  00;@       1     100, 0                                                   Q                                        70%'.)0         1    113000
                                                                                                                                                                                                      j
                                                                                                                                                                    19000              1      ----          1             0         1
                                                                                      1       8000            1       ----                                          26000              1                           10000            1                                                                                               1       1000
                                                                                      i       .-- -.--        I       -.-                                     I     10 0 () @Z)        I                            --,             I                                                                                               I           - -
                                                          3   1                       1       4000            1                       1          110          1               0        1         ILO        1                                               1       2000            1         580           i            10         1       2000
                                                      9 0     1                                               1       2000            1        --- -- -- -    1       --,(,'00         1      ----          I       ----                                    I                       I       ----            I       ----            I       ----
                                              9/17/90         1                               ----            1         3 j 0         1        ----           I                                                                                                                                                                     I       ----
                                              9/18/90         1                               ----            I       ----            I        ----           I                                                                                                                                                                     1       1600
                                              '3/2 0,,"3 0    1                                               1       1000            i        -              I                                                                                                                                                                     I                ,
                                              '3/2 -/;' 9 0   1                                 52n           I         SIO           1                                 120            1                                  0         1                                                                                               1          520
                                              ') 2 6 /9 0     1                                     -.-.      I       - - --          I                               ----             I                                 --         I           E-0         1           5 0         1                                  <10          I       ----










                                          TABLE 2

                                   Marshall Run Sampling
                                     August 12-13, 1990


               August 12, 1990

               5:55 PM    Samples were collected by Bob Wellington, ECDH.
                          There was a light rain earlier in the afternoon.
                          A heavy rain event started about 15 minutes prior
                          to samyling (about 5:40 PM EDST). Water at
                          Marsha I Run was clear, 1.5 - 2 ft. wide and 2 in.
                          deep. Estimated stream volume was 200 gal. per
                          minute at the time of sampling. Stream was clear.
                          Water temperature was 640F. Lake Erie was calm.

                          Sample Collected: 1,500 fecal coliform/100 ml

               6:03 PM    Water at Marshall Run was very muddy, 4 ft. wide
                          and 3 in. deep. Estimated volume was 300 gal. per
                          minute.

                          Sample collected: 14,000 fecal coliform/100 ml

               6:11 PM    Water at Marshall Run was very muddy, 4 - 6 ft.
                          wide and 3 in. deep. Estimated volume was
                          400 gal. per minute. Stream temperature was 660F.
                          Sample collected: 5,800 fecal coliform/100 ml

               6:12 PM    Water sample collected 50 ft. west of Marshall Run
                          on beach (lake water). Lake Erie was clear at this
                          point. Water temperature was 750F. Current was
                          going from west to east. A muddy plume was
                          developing along the shoreline east from the creek.

                          Sample collected: 120 fecal coliform/100 ml


               Rained all night (very heavy at times)


               August 13, 1990

               8:50 AM    Stream sample was collected by Bob Wellington,
                          ECDH. Mud plume extended perhaps 1/2 mile out
                          into Lake Erie and was approaching Beach #1.
                          However, the wind reversed direction (from the
                          west) the night before to a NNE direction. Water
                          at Marshall Run was very muddy, 12 ft. wide and
                          2 - 3 ft. deep. Estimated volume was 5,000 gal.
                          per minute. Stream temperature was 670F.

                          Sample collected: 36,000 fecal coliform/100 ml

                                             19








                                      TABLE 2 (cont.)

                                   Marshall Run Sampling
                                     August 12-13, 1990


               8:58 AM    Water sample was collected 50 ft. west of Marshall
                          Run on beach (lake water). Same lake area as
                          noted above. Waves on Lake Erie were 2 - 3 ft.
                          (estimated NNE direction). Water at this site was
                          cloudy but not muddy like the stream.

                          Sample collected: 2,500 fecal coliform/100 ml

               1:25 PM    Stream water at Marshall Run was clearing up.
                          Stream still very high.

                          Sample collected: 13,000 fecal coliform/100 ml

               1:32 PM    Water sample was collected 50 ft. west of Marshall
                          Run on beach (lake water). Same lake site as
                          above; waves now less than 1 ft. Lake Erie was
                          now muddy to the west (possibly due to reverse
                          flow and/or influence from Walnut Creek) but
                          clearer to the east near near Beach #1.

                          Sample collected: 4,500 fecal coliform/100 ml
               1:35 PM    Sample of rain water was collected from a puddle
                          nearby on a private roadway. No houses are
                          nearby; all houses in vicinity on bluff are
                          sewered.

                          Sample collected: 60,000 fecal coliform/100 ml


               Beaches 10 and 11 were later closed (August 14-15, 1990).
               Possible causes are the Mill. Creek tube combined sewer
               overflows and Chautauqua lift station overflow. Wind from
               the NNE may aspirate bay water out through the channel,
               potentially affecting these beaches.













                                             20










                                          TABLE 3


                                     August 29, 1990


                                           Fecal      Fecal                 Kleb-
                                        Coliforms     Strep     E. Coli    siella
                                         /100 ml    /100 ml     /100 ml    /100 ml

           Flooded Road - Kelso Beach     >60,000   >60,000     >60,000      9,000

           Flooded Road - Kelso Beach      53,000   >60,000      54,000      8,000

           Kelso Beach - Lake Water         1,000      6,000      1,080         180

           Baer Beach - Lake Water          4,000     18,000      2,000      2,000

           Marshall Run                    349000     58,000     24,000      5,000

           Flooded Road - Baer Beach       35,000     51,000     28,000      1,000

           Millcreek Storm Drain at       >60,000   >60,000     >60,000      11,000
           Bottom of Kelso Beach
           Access Road

           Sborebaven Creek - Above        10,000      5,000      6,000      2,000
           Lift Station

           Sborebaven Creek - Below         5,000      3,000      5,000      1,000
           Lift Station (Note: this
           lift station was overflowing
           earlier in the morning)

           Beachcomber Creek (most of     >60,000   >60,000      56,000      7,000
           flow is from west branch)

           Beachcomber Creek, West        >60,000   >60,000     >60,000      18,000
           Branch (mostly storm water
           from Kelso)

           Drainage from Waldameer              60        360          60        20
           into Beachcomber Creek,
           West Branch

           Beachcomber Creek, South         1,000      3,000      1,040         120
           Branch

           Beachcomber - Ditch by         >60,000     42,000     61,000      8,000
           Arcade

           Beachcomber Beach - Lake         3,000      4,000          880       200




                                                21









                                      TABLE 3 (cont.)


                                      August 29, 1990


                                           Fecal      Fecal                 Kleb-
                                         Coliforms    Strep     E. Coli    siella
                                         /100 ml     /100 ml     /100 ml   /100 mi

           Puddle - Beachcomber            >60:,000   33,000     >60,000     20,000
           Parking Lot

           Foot of Montpelier Avenue            40         20          20        <20
           Storm Drain

           Foot of Montpelier Avenue        3,000       2,000       1,320        <20
           Water Running Down Road

           Foot of Powell Avenue            28,000    29,000       21,000     3,000
           Storm Drain

           Beach 1 West                     1,700

           Beach 1 West                     1,500

           Beach 1                             700

           Beach 1  East                    1,200

           Barracks Beach                      500

           Barracks Beach                      600

























                                                22























                                                                                                                                     Beach 1



                                                                                                                               Beach 1
                                                                                                                               West
                               LAKE ERIE                                           LAKE ERIE                        Beach 1
                                                                                                                    West


                                                                                      Beachcomber            Condo       N,
                                 Boer Beach               Kelso Beach                     Beach              Beach
                                   4,000                      1,000                       3,000


                                                                                                >60,000
                                            Boer Beach           Kelso Beach       Beachcomber,                 parking lot
                    5,000                                                          Creek_-
                                                                                                      itch        >60,000
                                                                                                  >60,000
                                           35,000
                                          S p pump               >601000                         1,000
                                34,000    duimscharge                       ****' 1,           '1
                                                               f I aoded r.ood,         Beach   ornber Cc
              >                            to lake                             I
                                                    >60, 00        .......... storm
                                                           ................
                            a                                                            60                         drainage from
                                                                            drain
                   10,000                                     ......i----- -- ill                                  Peninsula Drive
                                                                   a e   8 ape
              a
              -C                                                                         Wcldameer Park
              V)




                                                                                                      FECAL COLIFORM CONCENTRATIONS
                                                          FIGURE 2                                               August 29, 1990
                                     Numbers     Fecal coliform colonies per 100 ml                    Erie County Dept.            of Health
                                                                                                      March 1991                        No Scale


















                                                                                 TABLE 4

                                                                         September 5 - 6, 1990

                                                                         Fecal Coliform/100 ml




                                                                         SEPTEMBER 5                                                    SEPTEMBER 6


                                     10:00 AM - 12:00 PM            1:00 PM    2:30 PM       2:45 PM - 3:30 PM       3:45 Pm        12:40 PM - 2:35 PM

               Beach 1W Ext.        1,000
               Beachcomber          12,000 (Fec.Strep 41,000)       6,000                         8,000                             4,000 (E.Coli 3,000)
               Stream                      (E.Coli 13,000)
               Beachcomber  -       11,000 (Fec.Strep 20,000)                                                                       3,000 (E.Coll 3,000)
               West Branch                 (E.Coli 6,000)
               Beachcomber  -      >60,000 (Fec Strep >60,000)                                                                      6,000 (E.Coli 4,000)
               South Branch                (E.Coli 58,000)

               Kelso Beach -        1,000                                                                                             110
               Lake Water

               Millcreek Storm      8,000  (Fec.Strep >60,000)      2,000                                                           1,000 (E.Coli 840)
               Drain on Kelso              (E.Coli 7,000)
               Property
               Marshall Run        >60,000 (Fec.Strep 34,000)      19,000                        26,000               10,000        2,000 (E.Coli 900)
                                           (E.Coli 54,000)

               Baer Beach -         7,000                                                                                             120
               East of
               Marshall Run

               Baer Beach -         6,000
               West of
               Marshall Run


















                                                                              TABLE 4

                                                                      September 5 - 6, 1990

                                                                      Fecal Coliform/100 ml




                                                                      SEPTEMBER 5                                                 SEPTEMBER 6


                                   10:00 AM - 12:00 PM          1:00 PM - 2:30 PM        2:45 PM - 3:30 PM      3:45 PM        12:40 PM - 2:35 PM

             Shorehaven           8,000
             Upstream of
             Lift Station

             Shorehaven -        10,000 (Fec.Strep 18,000)      3,000                        10,000                            1,000 (E.Coli 810)
             Downstream of              (E.Coll 9,000)
             Lift Station

             Foot of              7,000 (Fec.Strep 800)
             Montpelier Ave.            (E.Coli 4,400)                                                                            10 (E.Coli <10)
             Foot of Powell      23,000 (Fec.Strep >60,000)     3,000                         1,000                            2,000 (E.Coli 2,000)
             Avenve                     (E.Coli 18,000)

             Lake Erie at           490
             Foot of
             Powell Avenue

             Walnut Creek                                      30,000 (Fec.Strep >60,000)                                      2,000 (E.Coli 2,000)
                                                                       (E-Coli 24,000)









                   C. 1990 Non-Point Source Sampling

                             Because of high bacterial levels found in

                        streams during wet weather, efforts were made by the

                        Health Department to determine fecal coliform levels

                        in storm drainage entering streams west of Presque

                        Isle. Storm sewer maps were obtained from Millcreek

                        Township, and samples of storm water were collected

                        at various points (upstream and downstream) in the

                        drainage areas of the Beachcomber Campground creek,

                        Marshall Run, Shorehaven Creek, the Powell Avenue

                        storm drain, a storm drain at the foot of Montpelier

                        Avenue, Wilkins Run, an unnamed stream which runs

                        through the Lake Sbore Country Club and various

                        other unnamed storm drains. Miscellaneous samples

                        of storm water were collected east and south of

                        Presque Isle, as well as to the west. Results of

                        this storm water sampling program are in Appendix D.

                             It was observed that samples taken from puddles
                        with suspended sediments generally bad higher fecal

                        coliform levels than samples from clear-looking
                        puddles. Analysis of sediment samples from several

                        storm drains confirmed that storm drain sediment can

                        contain very high fecal coliform levels. Sediment

                        fecal coliform results are included in Appendix D,
                        and nutrient results in Appendix C.

                             Additional work on non-point sources of fecal
                        indicator bacteria west of Presque Isle is planned

                        for 1991.


                                              26








                   D. Sanitary Sewer Overflows in the Vicinity of

                       Presque Isle

                            Known sewer overflows in Millcreek and Fairview

                       west of Presque Isle were Dot frequent in 1990, as

                       compared to the frequent combined sewer overflows

                       into the Presque Isle Bay and just east of Presque

                       Isle. However, when these overflows do occur, they

                       may contribute to beach closings and result in

                       increased health risks for the public. (Fecal

                       coliform from human sewage is more likely to

                       indicate health risks to humans than is fecal

                       coliform from animal. sources, because not all animal

                       pathogens affect humans.)

                            It should be noted that all of the area in the

                       immediate vicinity of Presque Isle is sewered.

                       However, much of tbe Walnut Creek drainage area is

                       rural and on septic systems. Drainage from that

                       area could affect Presque Isle, depending on

                       currents.

                            Overflows at two sites west of Presque Isle

                       were documented on August 29, 1990 following a heavy

                       rainstorm. An overflow at a Millcreek Township

                       sewage pump station on Sborebaven Drive was seen at

                       11:30 a.m. In addition, raw sewage escaped from

                       manhole covers on Kelso Beach. The Millcreek

                       Township Sewer Authority attributed the overflow  at

                       Kelso Beach to increased sewage flows (from the



                                            27








                       storm) not being able to negotiate a 900 bend in the
                       sewer pipe. The 900 bend may be straightened by

                       Millcreek Township if there is a recvrrence of the
                       problem. It is not known if there were additional

                       overflows elsewhere west of Presque Isle, but

                       overflows east of Presque Isle almost certainly

                       occurred on August 29. Presque Isle State Park

                       closed Beach 1 West, Beach 1, Barracks Beach and

                       Beach 11 as a precautionary measure (also see

                       Section III.B and Table 3).

                            The Health Department received two reports of

                       sewage escaping to the ground from a lift station on

                       Route 5 at Wilkins Run during 1990. By the time the

                       complaints were received, sewage was no longer

                       flowing to the ground; therefore, the incidents were

                       not confirmed.

                           On June 20 an anonymous source reported that a

                       power outage to a Fairview Township sewage lift

                       station located on Manchester Road bad resulted in a

                       malfunction on Sunday, June 17. At about the same

                       time, Pennsylvania Fish Commission personnel at the

                       Walnut Creek access area noticed a dark, dirty,

                       soot-like accumulation floating in their north

                       basin. A sample of this substance, collected June
                       20, bad a fecal coliform level of 3,000/100 ml. (It

                       should be noted that the first Presque Isle beach
                       closings of 1990 occurred as a result of samples



                                            28








                        collected June 18 at Beach 1 West, Beach 1, Beach 1

                        East, Barracks Beach and Beach 2, following a

                        rainstorm and currents from the west). According to

                        the Millcreek Township Sewer Authority, the

                        Shorebaven pump station is scheduled for

                        improvements which will be completed before  the 1991

                        bathing season. The following work is planned:

                        purchase and installation of an electric generator
                        (an on-site generator will eliminate delays waiting

                        for a portable generator during a power outage); the

                        replacement of the existing pumps; and miscellaneous

                        other work, including installation of a high water

                        alarm and modification or replacement of the

                        existing bar screen. These improvements should

                        hopefully eliminate sewage overflows at this

                        location, thereby improving lake water quality west

                        of Presque Isle.

                             Although occasional sewer overflows occur west

                        of Presque Isle during very heavy rainfall events,

                        it seems that the greatest amount of fecal coliform

                        contribution from tbis region is from non-point

                        source runoff. Non-point runoff and the related

                        issue of storm water management are increasingly

                        evident as important: issues to be dealt with as

                        urban expansion occurs in Erie County.







                                             29








              IV. Bathing Beach Samplin&

                   A. Routine Monitoring Samples

                            During the 1990 bathing season, the same four

                       areas studied in 1988 and 1989 (Beaches 1, 8, 10 and

                       11) were utilized for intensive data collection. In

                       1990 samples were collected four times per week at

                       each of these four areas during the bathing season.

                       The Sunday and Monday collections were part of
                       Presque Isle State Park's sampling program.*

                       Additional samples were collected by an ECDH

                       employee using the same sampling protocol on

                       Wednesdays and Thursdays. Three separate samples

                       were collected from each beach on every occasion -

                       one near each side and one in the center. The

                       arithmetic average of the three was considered the

                        sample" for that day.

                            A tabulation of all Presque Isle State Park

                       bathing beach samples is included in Appendix B.

                       Locations of beach sampling sites are included in

                       Appendix A.




               *Appendix A is Presque Isle State Park's Protocol for
               Sampling. The Protocol was written in the spring of 1990 by
               PISP, Erie County Department of Health and Pennsylvania DER
               Community Environmental Control personnel and was based
               partially on information gathered during Year 1 and Year 2
               of this investigation. It provides detailed information on
               bow samples were collected and bow sample results were used
               to close or open beaches.




                                            30








                             Table 5 summarizes Presque Isle bathing beach

                        samples taken since 1976. The table reports the

                        percentage of samples from each sampling site each

                        year which equals or exceeds the geometric mean

                        limit of 200 fecal coliform/100 ml. It can be noted

                        that more areas were sampled on a regular basis and

                        more samples collected in 1990 than ever before. It

                        is believed that Presque Isle State Park has one of

                        the most intensive beach sampling programs anywhere.

                            The number of times and dates each beach was

                        closed, as well as percentage of closures for each

                        beach was tabulated by Presque Isle State Park

                        (Table 12).

                   B.   Hourly Sampling

                            On Tuesday, June 26, 1990 fecal coliform

                        samples were collected at specific locations on an
                        hourly basis. The purpose of hourly sampling was to

                        monitor changes which might occur during the course
                        of a day under certain weather conditions.

                        Extensive hourly sampling was conducted during the

                        Year 1 and Year 2 studies (1,2).

                            Four sections of Beach I and Barracks Beach

                        were sampled hourly from 8:00 a.m. through 8:00 p.m.

                        for fecal coliform. Samples were collected by

                        Department staff and transported to the Erie DER

                        Laboratory for analysis. Sample results are

                        reported in Table 6..



                                            31























                                                                                  TABLE 5


                                                         Percent of Samples With >200 Fecal Coliforms/100 ml

                      Beach Barracks Beach Beach Beach Beach Mill                  Light Beach Beach Beach            All     Water  0      Samples
                Year     I      Beach       2       6        7       8    Road     House     9      10      11     Beaches    Temp*( F) Collected
                1976     7.6                       8.0     4.0      4.4                     0.0     0.0     7.9       4.7       68.4          253
                1977  11.7                         7.7     0.0      3.2                     0.0     2.0     2.4       4.3       68.2          306
                1978     2.0                       5.6     0.0                                      8.8     2.1       4.0       b8.6          176
     N)         1979  11.1                         9.5    11.1    11.8                      6.3     8.8    20.5     14.2        66.5          311
                1980  16.1                        10.0    11.1      5.3                     0.0     0.0    15.8     11.3        70.3          236
                1981  27.6                        17.6     0.0    13.3                      6.7    26.7     7.9     14.6        68.2          161
                1982  14.3                         0.0    14.3      0.0                    21.4     7.7     7.8     10.2        66.0          137
                1983  10.7                         0.0     8.3      0.0                    16.7    21.4    16.7     12.0        67.2          150
                1984  33.3                        12.5    13.3    15.4                      0.0    25.0    10.3     15.5        67.6          167
                1985    5.9                        0.0     0.0      6.3                     0.0     4.8     8.1       5.3       65.1          206
                1986  13.0                         9.4     8.7      5.3                    25.0    16.7     1.3       9.5       67.2          272
                1987  23.5                        17.6    22.2    36.8                     25.0    17.1    11.1     18.1        69.7          192
                1988  22.1                        30.0    22.7    19.5                     30.4    33.4    13.5     21.7        69.7          878
                1989  27.3                         7.1    14.3    14.8                     11.1    16.9    18.7     19.3        70.1          740
                1990  35.5      34.9      27.3    29.4    26.5    20.0     30.0     20.7   23.3    16.1    13.1     25.2        65.9         1,401


                *From Presque   Isle State Park   records; Memorial Day weekend through Labor Day








                            June 26 was a sunny, calm day. Wave heights

                       were from <1/2 ft. to 1 ft. Average wind speed for

                       the day was 11.1 mpb from the southwest. Bather

                       load was zero to lour for most of the day, with

                       medium bather load at 2:00 - 3:00 p.m. There bad

                       been no precipitation for several days and,
                       therefore, probably little direct impact from

                       streams to the west on this day. There were no

                       breakwaters at Beach I or Beach I West. There was

                       one breakwater at Beach 1 East. Another breakwater

                       was located between Beach 1 East and Barracks Beach

                       and two were located at Barracks Beach at the time

                       of this sampling event.

                            It was also noted that there was an accumulation

                       of algae along the sboreline at Beach 1 East and

                       Barracks Beach on this day. The accumulation was

                       heaviest at Barracks Beach. As noted in Section II,

                       fecal coliform levels in the algae zone itself are

                       likely to be higher than levels in surrounding water.

                       None of the samples collected on June 26 were
                       collected in the algae zone. Wave action at Barracks
                                          3                                       1
                       Beach was very low (calm to 1/2 ft.) on this day.
                       The higher counts coincided with (or followed) a

                       period of 1/2 ft. waves, which occurred 10:00 a.m.

                       12:00 p.m. It is possible that this wave action,

                       though very mild, may have released some fecal

                       coliform from the algae zone near the shoreline.



                                            33









                           As can be seen in Table 5, fecal coliform

                      levels were quite low tbrougbout most of the day at

                      the four Beacb 1 area sampling sites. Barracks
                      Beacb bad significantly bigber peak, mean and

                      geometric mean counts than the otber four areas.

                           Fecal coliform levels on this day are assumed

                      to depict typical conditions for this area on a day

                      witb no precipitation and little wave action.







































                                           34










                                           TABLE 6


                                       June 26, 1990

                                   Fecal Coliform/100 ml

                           Beach 1      Beach 1
                  Water      West          West               Beach 1
           Time   Temp. (West End) (East End) Beach 1           East    Barracks
           8 AM   640F        60            80         70         30        10
           9      650F        10            30         20         10      <10
           10     660F       150            20         50         40        90
           11     660F       <10            30         30         30      100
           12     680F        40           <10         40         30      270
           1 PM   70OF        10           <10         30        140      120
           2      70OF       <10           <10         20        ---      ---
           3      70OF        10            10         30         40        20
           4      700F       <10            10         10         10        30
           5      70OF        10           <10       <10          20      <10
           6      70OF       <10           <10       <10          10        50
           7      70OF       <10            10       <10          10      150
           8      70OF       <10           <10       100          20      <10


           Arithmetic         27.0          19.2       33.1       32.5      72.5
           Mean

           Geometric          15.7          14.7       25.0       23.2      39.2
           Mean

















                                               35









               V. Bay Water Sampling

                        Bay water samples were collected once per week

                   throughout the 1990 bathing season (as well as some

                   pre-season and post-season samples) from five selected

                   locations (see Figure 3). These sites were intended to

                   be control areas for the sampling program. The samples

                   were tested for fecal coliform levels.

                        One site, at bay parking lot #1, bad variable water
                   quality. That area of the bay is likely influenced by

                   drainage from Scott Run, depending on whether currents

                   from that direction were present. Scott Run was tested

                   and it was found that a branch of the stream which

                   crosses West Sixth Street just east of Sixth Street and

                   Peninsula Drive was possibly the source of much of the

                   fecal coliform. Because fecal coliform levels were

                   higher than could normally be attributed to storm

                   drainage and because dry weather fecal coliform levels

                   were also elevated, it is possible that at least part of

                   the problem may be due to illegal sanitary sewer hookups

                   to storm drains south of West Sixth Street. However,

                   there was no visual evidence of sewage noted (feces,

                   paper, etc.). This information was referred to

                   enforcement personnel from the ECDH Environmental Health

                   Division for further investigation.

                        The other four bay sites tested bad consistently

                   low fecal coliform levels (see Table 7). If these four

                   areas had been bathing beaches, none would have been



                                            36







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                              p      In





                                                                                                                                                                                                          COLOGICAL


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                                                                                                                                                                    A

                                                                                                                                                                                                       4-11


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                                                                                                                                                                                                                Ilk.
                                                                                                                                                                                                         In
                                                                                                                                                                                       --5

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                                                                                                       C@      Ll,                                                                                                          m



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  WILLCRCEK TOWN511F
                                                                                                       PRESQUE ISLE STATE PARK
                                                                             H




















                                                                                                       TABLE 7


                                                                                                  Bay Samples
                                                                                       Fecal      coliform/100 ml.



                                                                   i=*,(iR,-,,r        I     WATER              i      WES*r             I        E R R y         I     P,    1 R R y
                                            DATE              i P. LOT I WORKS I PIER                                                    I MON. N I MON. S


                                            5/9/90            1          70            1        <10             1          20            1        .10             1      ioOO
                                         5/15/90              1          '70           1        <10             1          10            1        <10             1           20
                                         5/22/90              1          20            1          10            1          30            1        <10             1           40
                                         5/30/90              1        ----            I        <10             I        <10             1          10            1           80
                                         5/31/90              1        elio            I        ----            I        ----            I        ----            I         ----
                                            6/1/90            1          10            1        ----            I        ----            I        ----            I         ----
                                            6/6/90            1        1 ENO           1          30            1        120             1        <10             1           10
                                         6/13/90              1        2 5 0           1          10            1          160           1        <10             i         <10
                                         6/28/90              1        300             1          40            1        <io             1          20            1           10
                                            7/3/90            1          20            1        100             1        <10             I          -)o           1           20
                                         7/11/90              1        300             1        <10             1          20            1          10            1           io
                                         7/18/90              1                        1        <10             1          20            1        <10             I         <10
                                         7/25/90              1          20            1        @10             I        <10             i        <io             1           10
                                            8/1/90            1        110             1        <10             1        410             1        <10             I         <10
                                            8/8/90            1        110             1        <10             1          20            1          20            1           50
                                         8/ 15/90             1        100             1        <10             1          60            1          i 0           1           so
                                         8/21/90              1          70            1        ----            1          30            1        ----            I
                                         3/2 2 /9 0           1          40            1          1.50          1          10            1          *,-10         i         < 10
                                         8/22/90              1          50            1        ----            f        <10             1          20            1         <10




                                    '31:-7 0 11 E TR I C      1          53.5          1
                                                                                                     3.8        1             8.4        1             3.7        1           10.8
                                            MEAN              I                        I                        I









                    closed due to exceeded allowable fecal coliform levels*

                    during the summer of 1990, based on these samples. (Had

                    these sites been bathing areas, however, bacterial
                    levels may have been soniewbat higher because of

                    contributions from bathers and resuspension of

                    sediment-associated bacteria from bathers' activities.)

                         The percentage of samples with >200 fecal

                    coliforms/100 ml was used in Table 5 to compare sample

                    results between Presque Isle beaches. In 1991 25.2% of
                    all bathing beach samples collected at Presque Isle bad
                    >200 fecal coliforms/100 ml. The percentage of samples

                    with >200 fecal coliforms/100 ml from the bay control

                    beach areas were as follows:

                         First Bay Parking Lot              23.4%

                         Waterworks Area                     0

                         West Pier Area                      0

                         Bay North of Perry Monument         0
                         Bay South of Perry Monument         6.2%
                         (one sample over 200)

                         It can be seen that: the percentage of high sample

                    values is significantly less at the four control sites   not
                    directl y subject to non-point source runoff. Differences

                    between these control sites and Presque Isle beaches that

                    could account for different fecal coliform levels include:



               *A beach must be closed if the fecal coliform. density of any
               sample exceeds 1,000 per 100 ml, or if the fecal coliform,
               density in not less than fiv-e consecutive samples in a
               30-day period exceeds a geometric mean of 200 per 100 ml.



                                             39








                        - amount of non-point runoff from creeks, streams

                          or storm drain outlets

                        - relatively calm water in the bay, compared to the

                          lake

                        - amount of use by batbers

                        - babits of birds and otber wildlife (fewer gulls

                          at the four control areas witb low fecal coliform

                          levels; bowever, ducks are often seen around the

                          Perry Monument area)





































                                            40








              VI. County-Wide Lake Erie Sampling

                        On Tuesday, July 24, 1990, between 12:30 and
                   2:00 p.m., 19 streams that empty into Lake Erie and 29

                   beacb areas along the Pennsylvania sboreline of Lake

                   Erie from near the Obio line to the New York State

                   border were sampled (see Figure 4). This effort was

                   similar to the tbree county-wide sampling events

                   conducted 3 times during; 1989 (2). Samples were
                   collected by Presque Isle interns for the Presque Isle

                   beacbes, and by ECDH environmental personnel for the

                   streams and beacbes in otber parts of the county.

                        The day was sunny and clear witb winds from the

                   west. Wave beigbts were one foot or less in most

                   locations and lake water temperatures were approximately
                   700F. There bad been no rain since July 22, wben there

                   was 0.3 in. of precipitation.

                        Stream fecal coliform counts were mostly low, as was
                   expected for dry weatber conditions (Figure 4). The

                   exceptions were Mill Creek and Garrison Run, wbicb bad

                   counts of >6,000 fecal coliform/100 ml. (Laboratory

                   dilutions to detect exact fecal coliform levels above

                   6,000/100 ml were not prepared; tberefore, actual levels

                   are riot known.) These streams bave combined sewer

                   overflows and some dry weatber sewage overflows as

                   tributaries.

                        Beacb water fecal coliform levels were low along
                   the County's Lake Erie sboreline. Beacb water fecal

                   coliform levels reported for Presque Isle beacbes at the

                                            41
















                                                                                                                                                                                            Lake Erie




                                    EXPLANATION


                                   Strear@
                                                                                                                                                                                                                       -A                                                  01C
                                                                                                                                                                                               13.
                                                                                                                                                                                                                                                                      z
                                                                                                                                                                                                  10                                                                  *
                           Lake Sarnple         Lake   Sornp I e                                                                                                                                                                                                 n
                        West   of stre -       East of strearn                                                                                 P                                                                                                                      0
                                                                                                                                                                                                                                                          CD
                                                                                                                                                                 20     'a              43
                                                                                                                                                           173                                     @p                                                            <
                                                                                                                                                     a                   o;%
                               after result indicates a                                                                                   d, a -5    -43
                                                                                                                                              o                                0
                                                                                                                                              .5     43               43-,,
                                ample collected frorn a
                               :trearn or surfaca-water                                                                        OQ         Po,   a, 53
                                                                                                                                  q9 1 19        60                                     0
                               discharge to Lake Erie.                                                                                 %-                                                                        0
                                                                                                                            lip        a
                               All other -ples are take                                                                                                                                                           e.
                               @ater
                                                                                                                                              63
                                                                                                                        .50,* "Q
                                                                                                                                             53
                                                                                                                          (3                20                              up
                                                                                                                                                                             C,
                                                                                                                                            6
                                                                                                                           INQ     @3                                                    0
                                                                                                                                                                            CD
                                                                                                                            lip                 C,
                                                                                                                  NO                          - 0                                  j    0
                                                                                                                                                                                0 0
                                                                                                                 NO                                                              0 0
                                                                                                    ^1013"                                                                       0 0
                                                                                                    ,%a



                                                                         -50                                  0
                 Lake Erie                                             -0





                                                               0
                                                               a

                                               C,
                                                0                                                                                                                                                          Countywide Sampling Results
                                                 0
                               0                                                                                                        FIGURE 4                                                                          July 20, 1990
                                                                                                     Numbers            Fecal coliform colonies per 100 ml                                                 Erie County Dept. of Health
                                                                                                                                                                                                           March 1991                                 No Scale









                   time of the survey are noted on Figure 4.   They are the

                   arithmetic averages of the three samples collected for

                   each beach, as is outlined in the Protocol for Sampling
                   Beaches in Appendix A. Individual fecal coliform sample

                   levels for each beach can be found in Appendix B.

                       The arithmetic mean of individual beach samples

                   collected at Presque Isle was 57.5 fecal coliforms/
                   100 ml, compared with 63.0 fecal coliforms/100 ml for

                   those collected off Presque Isle. The geometric mean of
                   the individual Presque Isle samples was 43.8/100 ml,

                   compared with 25.7/100 ml for samples off Presque Isle.
                   It does Dot appear that there were any great differences

                   in fecal coliform levels at Presque Isle State Park

                   versus the remainder of the Pennsylvania section of the

                   Lake Erie shoreline on this day under the weather

                   conditions that existed during sampling.






















                                            43










             VII. Incubation Tests of Shoreline Materials

                        In the Year 1 and Year 2 Bathing Beach

                   Contamination Studies (1,2) it was demonstrated that

                   E. coli could grow under laboratory conditions in

                   shoreline sand obtained from Presque Isle. This

                   concurred with the work of others (7-12,15) who found

                   that E. coli can survive for extended periods of time  in

                   natural conditions or can multiply in sediment under

                   some laboratory conditions. Work for the Year 1 and

                   Year 2 incubation tests was patterned after that done by

                   LaLiberte and Grimes (12) on lake bottom sediment. Of

                   the various materials tested in the Year 2 study (2),

                   fresh upland replenishment sand and Beach 1 sand

                   produced the most growth.

                        Extensive retesting of various types of sand was
                   not planned for 1990. Three types of sand were tested

                   in May 1990 in an attempt to reconfirm results from the

                   Year 1 and Year 2 studies. "Control" sand was obtained

                   west of Presque Isle from a beach at the foot of

                   Montpelier Avenue. Lake replenishment sand (from Erie
                   Sand and Gravel) and upland replenishment sand (from

                   West Ridge Sand and Gravel) were also tested. Lake

                   water was collected to use in the incubation tests.

                        Samples were processed as was outlined in the

                   Year 1 and Year 2 studies (1,2). The following

                   combinations of each of the three sand samples were

                   prepared:



                                            44








                         1.  10 g autoclaved sand + 90 ml lake water

                         2.  10 g sand + 90 ml lake water

                         3.  10 g  autoclaved sand + 90 ml lake water + E. coli*
                         4.  10 g  sand + 90 ml lake water + E. coli*

                         5.  Lake  water as received

                         6.  Lake  water with.E. coli
                         7.  10 g  sand + 90 ml deionized sterile buffered
                             water

                         8.  10 g autoclaved sand + 90 ml deionized sterile
                             buffered water

                         9.  10 g autoclaved sand + 90 ml autoclaved lake
                             water

                         10. 10 g sand + 90 ml autoclaved lake water

                         Increases in fecal coliform levels through the

                    second or third day of the experiment occurred in the
                    sand samples spiked withf. coli for the control sand

                    and lake replenishment sand. An increase in the second

                    day was also noted for the lake water spiked with E.

                    coli. (Previous ECDH tests on lake water showed steady

                    declines in fecal coliform with no increases.) No other

                    sand samples showed any appreciable evidence of growth,

                    as was seen in our Year 1 and Year 2 studies.

                         Results of the upland sand sample incubation tests
                    were quite different from those in the Year 2 study.

                    All sand incubation samples tested in 1990 bad very low

                    fecal coliform levels, most of which were <10 fecal



               *One loopful of an E. coli culture slant was aseptically
               transferred to 100 ml of sterile buffered water; .1 ml of
               this mixture was used where indicated.


                                               45








                   coliforms/100 ml. Even inoculation of sand samples witb

                   E. coli did not produce an appreciable quantity of

                   E. coli in tests run immediately after the inoculation.

                   (Inoculation of lake water witb E. coli in this

                   experiment resulted in a fecal coliform level of

                   560/100 ml.) The experiment was repeated using the same

                   sand sample, witb virtually the same results. It would
                   appear that there was some difference in this upland

                   sand sample wbicb was dE@trimental to the survival of

                   E. coli. Results follow in Tables 8    10.








































                                            46










                                           TABLE 8



                                       Incubation Test


                                         Control Sand

                              (from foot of Montpelier Avenue)


                                                Fecal Coliform/100 ml

                                        Day 1    Day 2   Day 3    Day 4   Day

               1.   10 g autoclaved         20       50       40      20    <10
                    sand + 90 ml lake
                    water

               2.   10 g sand +           <10        10      <10    <10     <10
                    90 ml lake water

               3.   10 g autoclaved       790    16,000  30,000   3,000 1,000
                    sand + 90 ml lake
                    water + E. coli

               4.   10 g sand +           770     6,000   1,700     400 2,800
                    90 ml lake water
                    + E. coli


               5.   Lake water            <10       <10      <10    <10     <10
                    as received

               6.   Lake water            550     3,000   2,000     500     100
                    witb E. coli


























                                              47










                                            TABLE



                                        Incubation Test

                                  Upland Replenisbment   Sand

                              (from West Ridge Sand and Gravel)


                                                 Fecal Coliform/100 ml

                                         Day_j    Day 2   Day 3    Day 4   Day 5
                1.  10 g autoclaved       <10        <10      20     <10      20
                    sand + 90 ml lake
                    water

                2.  10 g sand +           <10         10    <10      <10    <10
                    90 ml lake water

                3.  10 g autoclaved         20        10    <10      <10    <10
                    sand + 90 ml lake
                    water + E. coli

                4.  10 g sand +           <10        <10    <10      <10    <10
                    90 ml lake water
                    + E. coli

                5.  Lake water            <10        <10    <10      <10    <10
                    as received

                6.  Lake water            550     3,000    2,000     500    100
                    witb E. coli

























                                              48










                                            TABLE 10



                                        Incubation Test

                                    Lake Replenisbment Sand

                                  (from Erie Sand and Gravel)


                                                 Fecal Coliform/100 ml

                                          Day 1   Day 2    Day 3   Day 4    Day 5

                1.  10 g autoclaved        120        60      110    <10     <10
                    sand + 90 ml lake
                    water

                2.  10 g sand +            110       150      100      20    <10
                    90 ml, lake water

                3.  10 g autoclaved        470    5,000     4,000    420     180
                    sand + 90 ml lake
                    water + E. coli

                4.  10 g sand +            560    6,000    3,000     490     290
                    90 ml lake water
                    + E. coli

                5.  Lake water              60        90      10     <10     <10
                    as received

                6.  Lake water             510    2,000      340       20    <10
                    witb E. coli



























                                              49









            VIII. Sand Raking Trial

                         In the Year 1 report (1), a bathing beach on a

                   small recreational lake in Madison, Wisconsin was

                   discussed (15). This beach bad problems resulting

                   from high fecal coliform levels in wet shoreline sand.

                   Bathing beach water experienced elevated bacterial

                   counts (and frequent beach closings) when adverse
                   weather (rain or wind) led to suspension of this

                   material from the shoreline into the lake. In further

                   correspondence with the City of Madison Health

                   Department and the University of Wisconsin, it   was

                   learned that bacterial levels were being controlled by

                   daily discing (turning over) of damp shoreline sand.

                   Turning the sand over allowed more of it to be exposed

                   to air and sunlight. The sand dried and fecal

                   coliform levels were reduced. This program resulted

                   in a significant reduction of beach closures for the

                   Madison beach.

                        This year's activity included raking damp sand at

                   one Presque Isle beach to determine whether this

                   procedure might be effective on the Presque Isle

                   shoreline. Sawmill Beach was selected as the test

                   site. Short Jetty Beach (west of Sawmill) and

                   Ainsworth Beach (east of' Sawmill) were used as control

                   sites. Periodic samples of damp sand and lake water

                   were collected to assess the effectiveness of the


                   program.




                                            50









                        On July 18, 1990 samples of sand were collected for

                   fecal coliform analysis at the test sites for background

                   levels. On Thursday, July 19 pre-raking samples of sand

                   and water were collected from 7:00 - 8:00 a.m.

                        Sawmill Beach was raked about 7:30 - 8:00 a.m. with

                   a bulldozer with a scarifier. The bulldozer made two

                   passes, raking an area 6 - 8 feet wide at the water's
                   edge to a depth of 3 - 4 inches. The entire length of

                   the beach (approximately 800 feet) was raked.

                        Sawmill Beach sand was re-sampled immediately

                   following the raking, and periodic samples of test and

                   control sand and water were collected throughout the day

                   (Table 11). Sand was also re-sampled three days after

                   raking.

                        Fecal coliform results in Table 11 do not show a

                   particular pattern or significant differences between

                   test and control beaches. Some of the higher sand
                   counts were from samples collected during (or
                   immediately after) times when a large number of gulls

                   were occupying the shoreline area. It was not shown

                   that raking bad any significant effect on fecal coliform

                   levels during this trial.

                        Some problems with the raking trial were:

                        1. The most effective equipment for the program

                           was not available. The bulldozer ran over the

                            raked area, flattening part of the area with




                                            51








                            its tracks. Different equipment may bave

                            produced better results, bad the weatber

                            remained calm all day.

                        2.  Altbougb the lake was calm in the morning,

                            waves increased, in the early afternoon and

                            flattened the raked area. It was then

                            identical to the control areas in appearance.

                            Cbanges during a day, sucb as occurred on

                            July 19, are usual ratber than an exception.

                        3.  There were few periods of time witb ideal

                            conditions for the raking trial (i.e., 3-4 days

                            of bot, calm weatber). It was also difficult

                            to predict wben sucb a period of time would


                            occur.

                        4.  Lake Erie water level can vary considerably due

                            to seicbes (tide-like occurrences driven by

                            wind). A seicbe would temporarily cbange the
                            location of tbe sboreline, tbereby reducing the

                            effectiveness of the program. A seicbe is not
                            believed to bave occurred during the July 19

                            trial.

                        Altbougb the raking program could be tried again in
                   the summer of 1991, it does riot appear to bold mucb

                   promise for Presque Isle's lake side batbing beacbes

                   because of cbangeable lake conditions. The program

                   migbt work at a small inland lake or an area sucb as
                   Beacb 11, wbicb is sbeltered and is usually calm.



                                            52










                                                                                                                                                                                       "s rm


                                                                                                                                                                           'Ia
                                                                      IT




                                                                                          7-It
















                                                                                                                                                            @70


                                                                                                                                                     Fir













                                                                                                                                                                                     AXM-
                                                                                                                                                  -gq
                                                                                                                         F-F     -

                                                                                                                              4@   t


                                                                                                                                     lp












                                                                                                             1@7













                                                              TABLE I I





                                              SAND SAMPLES                                 WATER SAMPLES

                                            Fecal Coliform/10 g                         Fecal Coliform/100 ml

                                      Sbort     Sawmill Sawmill                      Sbort
                   Date      Time     Jetty       West      East     Ainswortb       Jetty    Sawmill    Ainswortb

                  7/18/90    12:00    4,000        ---       460        20            ---       ---          ---

                  7/19/90      7:00     ---                  300       ---            ---       ---          ---

                  7/19/90      8:00       20       ---     4,300        20              20      300            20

                  7/19/90    10:00      170          80      700        20            ---       ---          ---

                  7/19/90    13:00    1,000      1,400     2,300        60              80        60         160

                  7/19/90    15:30      <10        200       200       <10            ---       ---          ---

                  7/19/90    20:00      800        110         60      200              60      180            30

                  7/22/90    13:40      100        300       200       <100           ---       ---          ---









             IX. Predictive Beach Closings

                       As a result of the first two years of this study

                  (1,2) it was found that it is possible to predict the

                  detection of high fecal coliform levels at Presque Isle

                  bathing beaches with a good degree of accuracy. These

                  predictions are based on weather and lake conditions.

                  The following conditions were found to cause elevations

                  in beach water fecal coliform levels, which were likely
                  to approach or possibly exceed 1,000/100 ml.*

                       1. The onset of a windstorm and rough lake

                           conditions following several days of hot, calm

                           weather - Fecal coliform bacteria appear to

                           accumulate and grow in shoreline sand during

                           the hot, calm weather and are suspended in the

                           water at the onset of rough weather. These

                           conditions may affect any of Presque Isle's

                           lake-side beaches.

                       2.  A heavy rainstorm, together with lake currents
                           from the west - Non-point source runoff affects

                           Beach 1 and Barracks Beach because of proximity

                           to those sources. Other beaches may also be

                           affected, but fecal coliform levels at other

                           Presque Isle beaches are not as likely to be

                           high enough to warrant beach closings. A



              *A beach must be closed if a single sample exceeds
              1,000 fecal coliform/100 ml or if the monthly geometric mean
              exceeds 200 fecal coliform/100 ml.


                                           55








                             rainstorm, together with currents from the

                             east, may produce high fecal coliform levels at

                             Presque Isle's Beaches 10 and 11, but at this

                             time it is not possible to predict, with any

                             degree of accuracy, whether these levels might

                             approach those requiring a beach closing under

                             any given set of circumstances. Municipal

                             sewer system malfunctions may allow discharges

                             into streams or directly into the lake. Such a

                             malfunction is most likely to occur during

                             heavy rain, and. if it occurs, may exacerbate

                             contamination incidents at Presque Isle

                             beaches.

                        3.   Lack of chlorination or incomplete chlorination

                             of the City of Erie sewage treatment plant

                             effluent - No malfunctions of this type were

                             recorded for the summer of 1990. If such an

                             event was to occur, preventative closing of

                             Beaches 10 and 11 may be warranted because

                             currents could carry sufficient effluent to

                             those beaches to cause elevated fecal coliform

                             levels. If it bappen,s it may cause high fecal

                             coliform levels at Beach 10 and Beach 11.

                        Fecal coliform levels resulting from any of these

                   conditions may last from several hours to a day or more  .

                   However, laboratory analysis of a water sample takes
                   24 hours (48 hours for Sunday samples). In the absence


                                             56








                   of instantaneous bacteriological data, swimming might be

                   permitted during the time that fecal coliform levels are

                   highest. By the time the sample analyses are completed

                   and a beach closed, water quality has usually improved

                   to within levels considered "safe" for swimming.

                   Improvements were needed, both to safeguard public

                   health and to prevent needless days of beach closures

                   under acceptable water quality conditions.

                        Generally speaking, changes in beach sampling and

                   closing protocols made over the years were improvements

                   in that more samples were being taken, more areas sampled

                   and some precautionary beach closings were beginning to

                   take place. However, beach designations, numbers of

                   samples collected and interpretation of results varied

                   from year to year or even from month to month. Increased

                   beach closings caused by these changes resulted in a

                   great deal of confusion for the public, who felt that

                   increased closings indicated worsening pollution.
                        Presque Isle State Park addressed these problems in

                   the spring of 1990 by writing a sampling protocol to

                   standardize and outline sample collection sites and

                   procedures, as well as methods used in interpretation of

                   results. Provisions were also made to close a beach as

                   a precautionary measure if high fecal coliform levels
                   were predicted (as in #1, 2 and 3 above). The protocol

                   was developed in close cooperation with Pennsylvania




                                            57








                   Department of Environmental Resources, Bureau of

                   Community Environmental Control to assure that state

                   regulations were being properly interpreted.

                        Predictive closings in 1990 are believed to bave

                   reduced bealtb risks to the public. Presque Isle State

                   Park plans to continue using predictive closings, as

                   needed, in the future.

                        The Presque Isle State Park sampling protocol is
                   included as Appendix A. Table 12, wbicb was developed

                   by Presque Isle State Park, lists the precautionary

                   (predictive) closings whicb occurred in 1990, as well as

                   total beacb closures and percentage of time closed for

                   eacb beacb.




































                                            58











                                                        TABLE 12

                                                PRESQUE ISLE STATE PARK
                                             1990 REGULAR SWIMMING SEASM


                                                                                                    --V TIMES
                                                                                                   BEACH CLOSED
                                                                                     TOTAL              AS A
                    DAYS       DATES            VDAYS            % TIME             t TIMES         PRECAUTION
                    BEACH   BEACH CLOSED     BEACH CLOSED      BEACH CLOSED       BEACH CLOSED       (INCLUDED
          8EACHEI   OPEN    411H COLIFIRM. HIGH CILIFORM HIGH COLIFORM HIGH COLIFORM                 IN COL. 6)
          COL I     COL 2      COL 3             COL 4             COL 5              COL 6             COL 7

          #1 West     93    6/19  -6/23/90           a              7.9%                  3                1
                            7/31  -8/02/90
                            8/29  -8/31/90

          11          91    6119  -6111/90           9              7.9%                  3                1
                            7/'1  -8/02/90
                            8/29  -B/31/90

          #1 East     95    6/19  -6/20/90           6              3.9%                  4
                            7/18  -7/19/90
                            8/07  -8/10/90
                            8/29  -9/30/90
          Barracks 95       6/19  -6/20/90           6              5.9%                  4                2
                            7/19  -7/19/90
                            8/07  -8/10/90
                            8/29  -8/30/90
          #2        100     6/19  -6/20/90           1              0.99%                 1
          #6        101                              0
          #7        100     7/31  -8/01/90           1              0.99%                 1
          #8        101                              0                                    0

          Stone
          Jetty     101                              0                                    0

          Duck
          Pond      101                              0                                    0

          Short
          Jetty     I () 1                                                                0
          Saw Mill  101                              A

          Ains-
          worth     11,


          Goddard   101
                                                     0                                    0
          Light-
          house     101                              0                                    0
          #9        101                              0                                    0











                                                         Pa g e 21

                                                                                                       TIMES
                                                                                                  BEACH CLOSE  11
                                                                                    TOTAL              AS A
                   DAYS        DATES             DAYS           Z TIME               TIMES          PRECAUTION
                   BEACH   BEACH CLOSED     BEACH CLOSED       BEACH CLOSED      BEACH CLOSED       (INCLUDED
         BEACHES OPEN      HIGH COLIFORM    HIGH COLIFORIA HIGH COLIFORM HIGH COLIFORM              IN COL. 6
          COL I    COL 2       COL 3            COL 4             COL 5             COL 6             COL 7

         #10         99    8/07 -8/08/90           2                1.98Z                2
                           8/14 -8/15/90

         #11        96     8/14 -8/15/90           5               -4.95%                3                1
                           8/19 -8/22/90
                           8/29 -8/30/90


         TOTAL     1781                            37               2.04%                21               7

         1818 Total beach days for the regular swimming season which runs from the Saturday
               of Memorial Day weekend (May 26,      1990) to and including Labor Da@ (Sept. 3, 1990).


          101 Total beach days per beach for the regular season.









               X. Summary and Recommendations

                        The Year 3 Contamination Investigation differed

                   from the Year 1 and Year 2 studies in that the focus of

                   the work shifted from Presque Isle to non-point sources

                   off Presque Isle.

                        The following observations, conclusions and
                   recommendations were made as a result of this year's

                   work.




                   Non-Point Sources and Point Sources West of Presque Isle

                        It appears that much of the fecal coliform

                   affecting Presque Isle beaches are transported into Lake

                   Erie by storm water. Literature and sampling conducted

                   thus far both indicate that stream, storm drain and

                   catch basin sediments are reservoirs of fecal indicator

                   bacteria which are resuspended in storm water and

                   carried to Lake Erie during heavy rain events.

                   Depending on lake current conditions, high fecal
                   coliform levels at some Presque Isle beaches may result

                   soon after a rain event.

                        Many of the fecal bacteria eventually settle into

                   lake sediments or are washed into sand in the "splash

                   zone" area of the beaches, where it has previously been
                   shown that bacterial incubation may take place (1,2).

                   Wind and waves can suspend these fecal indicator

                   bacteria, resulting in high bacterial levels in beach

                   water (1,2).



                                            61










                         Indications are that most of the fecal coliforms in

                    this system originate from non-point sources in the

                    watershed area. Though sewer overflows are infrequent

                    in the area west of Presque Isle, when they do occur

                    they also add fecal indicator bacteria to the

                    stream/storm drain sediment system.

                        The following recommendations are made towards the

                    goal of controlling and/or predicting health risks in

                    Presque Isle bathing waters which originate from point

                    and/or non-point sources west of Presque Isle.

                         1. Though sewer overflows west of Presque Isle do
                             not appear to be frequent, overflows will add

                             to fecal indicator bacteria and nutrients in

                             sediments and contribute to increased lake

                             water bacterial levels not only immediately but
                             possibly even weeks after it occurred.
                                  It is recognized that the Millcreek Township
                             Sewer Authority is planning a complete renovation

                             of the Shorehaven Drive sewage pump station
                             before the spring of 1991. This should eliminate

                             one infrequent intermittent source of sewage.

                                  It is recommended that the Township also

                             determine what repairs are necessary to prevent

                             a recurrence of the sewer overflow incident at

                             Kelso Beach on August 29, 1990 and to determine

                             what improvements might be needed for the Route

                             5 sewage lift station on Wilkins Run.



                                             62









                                 Millcreek Township should also give a high

                            priority towards locating and eliminating

                            sources of inflow and infiltration to those

                            portions of the sanitary sewer system that

                            could adversely affect Presque Isle State Park.

                                 It is recommended that the Fairview

                            Township Sewer Authority look closely into

                            operation records for its Manchester Road

                            sewage pump station. The Authority should

                            determine if additional upgrades in the system

                            are necessary to prevent unpermitted

                            bypasses.

                                 All municipalities in Pennsylvania are

                            required by law to immediately report any

                            unpermitted sewage discharge. Knowing when and

                            where such events occur on streams that empty

                            into Lake Erie in the proximity of Presque Isle

                            allows for the timely closing of beaches.

                            These records also support the need to upgrade

                            inadequate systems. Enforcement actions should

                            occur when it is determined that an accidental

                            or illegal discharger is negligent in reporting

                            an unpermitted discharge.

                        2.  Municipalities with known areas of septic
                            problems should update their 537 plans to

                            include those areas in future sewer projects.





                                            63








                         3. Increased sewage flow during rainstorms is often

                              indicative of Inflow and or infiltration of

                              storm water into the sanitary sewer. All local

                              municipalities should request the public's help

                              in cutting down on inflow. A public education

                              project should be initiated suggesting that

                              residents check to determine whether their own

                              residential downspouts and footer drains are

                              discharging to the proper locations and to check

                              for leaky basements. (Rain water entering a

                              basement will probably run to the laundry sewer,

                              adding to sanitary sewer flows.) Proper action

                              should be taken to eliminate such problems.

                                  The responsibility of protecting the

                              environment rests not only with various

                              government agencies, but also in the bands of

                              the general public.

                         4.   An ordinance requiring pet owners to pick up

                              their pets' wastes in a small beach town in New

                              Jersey was helpful in reducing fecal indicator

                              levels in beach water. Pet owners should be

                              encouraged to pick up after their pets,

                              particularly on or near paved areas leading to

                              storm drains.

                                  This item is covered, in general, tinder

                              the Rules and Regulations of the Pennsylvania

                              Department of Environmental Resources,



                                             64









                             Chapter 243, Nuisances, Section 243.9.     Public

                             acceptance and cooperation is needed in order

                             to meaningfully cut down on the bacterial

                             runoff from domestic pets' wastes.

                                  It is recommended that Presque Isle State

                             Park continue to enforce its policy prohibiting

                             dogs on guarded bathing beaches and consider

                             imposing "littering" fines on dog owners who do

                             not pick Lip after their pets on unguarded

                             beaches.

                         5.  Periodic cleaning of streets, ditches, storm

                             drains and catch basins may help to reduce

                             fecal indicator bacteria in storm water. A

                             study is being formulated for 1991-92 to

                             determine whether there may be beneficial

                             effects from frequent cleaning of a portion of

                             a storm sewer system. Storm water and sediment

                             from the study area and a control area will be

                             compared to determine the effectiveness of the

                             cleaning operations in removing fecal coliform.

                             It is recommended that this plan be carried

                             out.

                         6.  A new storm water management plan is to be

                             developed for the Lake Erie watershed in Erie

                             County. It is anticipated that work on the

                             plan will begin in the spring of 1991. It is

                             recommended that municipalities implement this



                                             65








                             storm water management plan after its

                             development. Any reductions in storm  water

                             quantities might be expected to result in

                             reductions in non-point bacteria reacbing Lake

                             Erie.

                         7.  It is recommended that the DER continue the

                             breakwater monitoring program establisbed in
                             1989. One goal sbould be to determine wbetber

                             the breakwaters in place at Barracks Beacb and

                             Beacb 1 East may, under some conditions, slow

                             or retain fecal indicator bacteria associated

                             witb water or sediment from streams and storm

                             drains to the west.

                        8.   Investigations bave revealed that most of the

                             fecal indicator bacteria in storm water west of

                             Presque Isle are of non-point origin. These
                             bacteria may bave survived for a prolonged

                             period of time and possibly multiplied in the

                             environment. Tberefore, buman bealtb risks

                             associated with swimming may differ from those

                             expected for a given indicator level of fecal

                             coliform. If so, beacb closing mecbanisms for

                             batbing beacbes would need to be reviewed and

                             sbould be appropriately revised.

                                 It is recommended that storm water, storm

                             drain sediment, Beacb 1 water and Beacb 1

                             sediment be analyzed for select buman and



                                            66








                              animal pathogens in future studies. Based on

                              the results, other water and sediment samples

                              may also be tested for pathogens and a relative

                              health risk estimated for a particular fecal

                              coliform (or other indicator) level.



                     Sewerage Overflows East of Presque Isle

                          Sanitary sewer overflows from sources east of

                     Presque Isle could possibly affect Presque Isle

                     Beaches 10 and 11 under certain lake conditions. The

                     following recommendations are made concerning these

                     overflows.

                          1.  Some of these overflows (discussed in

                              Section II) do not seem to be adequately

                              emphasized by the 1990 consent decree between

                              the City of Erie and the Pennsylvania DER. It

                              is recommended that all of these sites be

                              included in any cleanup plan formulated as a

                              result of the consent decree.

                          2.  It is recommended that the DER consider a

                              connection ban prohibiting all municipalities

                              from making any new sewerage connections to the

                              City of Erie's east side interceptor sewer

                              until the overflow problems are resolved.








                                              67









                    Additional Findings and Recommendations

                         1. Evidence gathered during this study shows that

                             levels of fecal coliform bacteria at selected

                             sites on the Presque Isle side of the bay meet

                             the requirements of the Public Bathing Place

                             Regulations.

                         2.  A sand raking trial at one of Presque Isle's

                             lake side beaches was not successful in

                             reducing fecal coliform levels in the damp

                             shoreline sand zone, probably because of

                             quickly changing lake levels and conditions.

                         3.  Growth of E. coli was seen in some of the sand

                             samples during incubation tests of shoreline

                             materials. Contrary to Year 2 results,

                             however, the upland sand sample would not

                             support growth or even survival of E. coli. No

                             definite conclusions can be made from this one

                             upland sand sample. At this time, plans are to

                             discontinue use of upland sand for beach

                             replenishment once the breakwater construction

                             project is complete.

                         4.  The Protocol for Sampling Beaches developed by

                             Presque Isle State Park appears to be a useful

                             tool in protecting the public from exposure to
                             .possible high pathogen levels in bathing beach

                             waters, while preventing at least some closures




                                             68








                            that migbt bave occurred in the past Linder

                            acceptable water quality conditions. It is

                            recommended that Presque Isle State Park

                            continue to use this Protocol and to improve on

                            it as new information and experience warrant

                            such cbanges.












































                                            69










                                     LITEIUTURE CITED



               1. Presgve Isle State Park Bathing Beach Contamination
                         Report. Erie (Pennsylvania) County Department of
                         Health and Pennsylvania Coastal Zone Management
                         (June 1989).

               2. Presque Isle State Park Bathing Beach Contamination
                         Report, Year 2. Erie (Pennsylvania) County
                         Department of Health and Pennsylvania Coastal Zone
                         Management (February 1990).
               3. Quresbi, A. A. and Dutka, B. J. Water Res. (1979) 13,
                         977-985.

               4. Lanka, K. G., et al. App. Environ. Microbiol. (1989)
                         39, 734-738.

               5. McDonald, A. and Kay, D. Water Res. (1981) 15, 961-968.

               6. Kelcb, W. J. and Lee, J., S. "Modeling Techniques for
                         Estimating Fecal Coliforms in Estuaries," J. Water.
                         Polut. Control Fed. (1978) 50, 862-868.

               7. Palmateer, G. A., et al,, "A Study of Contamination of
                         Suspended Stream Sediments With E. coli."
                         Toxicity Assessment: An International Journal,
                         Vol. 4, (1989) 377--397.

               8. Matson, E. A., Horner,     G. and Buck, J. D. "Pollution
                         Indicators and Otber Microorganisms in River
                         Sediment," J. Water Pollut. Control Fed. (1978)
                         pp. 13-19.

               9. Struck, P. H. "The Relationship Between Sediment and
                         Fecal Coliform Levels in a Puget Sound Estuary," J.
                         Environ. Health. (1988), pp. 50, 403-407.

              10. Gerba, C. P. and McLeod, J. S. "Effect of Sediments on
                         the Survival of Escbericbia Coli in Marine Waters,"
                         Applied and Environ. Microbiol. (Jul. 1976)
                         pp. 114-IZU.

              11. Gerba, C. P., et al. "Distribution of Viral and
                         Bacterial Pathogens in a Coastal Canal Community,'
                         Marine Pollution Bulletin, (1977) Vol. 8, No. 12,
                         279-282.

              12. LaLiberte, P. and Grimes, D. J. "Survival of
                         Escberichia Coli in Lake Bottom Sediment," Appl.
                         and Envir6n--.--M --- T-crobiol. (1982) Vol. 43, 623-628.




                                            70









              13. Rivella, R. and Gonzalez, C. C. "Seasonal Variations of
                        Pollution Indicators in a Wildfowl Reserve," J.
                        Applied Bacteriology, (1989) 67, 219-223.

              14. Report on the Bacteriological Quality of the Detroit
                        River, 1977-198-4. Ontario Ministry of the
                        Environment, (Nov. 1987).

              15. Standridge, J. H., Delfino, J. J    Kelppe, L. B. and
                        Butler, R. "Effect of Wate@iowl (Anas
                        platyrhnibos) on Indicator Bacteria Populations in
                        a Recreational Lake in Madison, Wisconsin" APPI.
                        and Environ. Microbiol. (1979) pp. 38, 547-536.

              16. Flint, K. P. "The Long-Term Survival of Escberichia
                        Coli in River Water," J. Applied Bacteriology
                        (1-9-87) 63, 261-270.

              17. Cbai, T. J. "Chracteristics of Eschericbia Coli Grown in
                        Bay Water as Compared With Rich Medium" Applied
                        and Environ. Microbiol. (1983) 45, 1316-1323.

              18. Lim,  C. H. and Flint, K. P. "The Effects of Nutrients
                        on the Survival of Escbericbia Coli in Lake Water,"
                        J. Applied Bacteriology. (1989) 66, 559-569.
              19. Fujioka, R.S., et al. "Effect of Sunlight on Survival
                        of Indicator Bacteria in Seawater" A lied and
                        Environ. Microbiol. (1981) 41, 690-6TE-.

              20. McCambridge, J. and McMeekin, T. A. "Effect of Solar
                        Radiation and Predacious Microorganisms on Survival
                        of Fecal and Other Bacteria,11 A lied and Environ.
                                                       "pp
                        Microbiol. (1981) 41, 1083-1087.

              21. Van  Order, G. N. "Natural Bathing Beaches - Sanitary
                        Survey Addresses Public Health Concerns," J. of
                        Environmental Health. (1990) 52, 348-350.

















                                            71




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 I                                      APPENDIX A
 I                               Presque Isle State Park
 I                            Protocol for Sampling Beacbes
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                                                           Rev. b/08/90


                           PROTOCOL FOR SAM13LING BEACHES



          Below is the protocol for sampling the beaches at Presque Isle
          State Park that will be implemented for the 1990 swimming season.

          Samplers will consist of a trained student intern team (2 each)
          who will be responsible for all sample collection, lab delivery,
          and input of sample data on a computer. The samplers will be
          trained by the Erie County Department of Health and park
          officials prior to the swimming season.

          Regulations samples will be taken between noon and 2:00 p.m.  on
          Sundays and Mondays during the swimming season. Samples
          will not be collected prior to the swimming season. Three
          separate samples will be taken at each of the 11 permitted beach
          areas as delineated on the Presque Isle Bathing Permit which was
          filed with the Department of Environmental Resources Community of
          Environmental Control in 1957 (two permitted beach areas are no
          longer used for swimming). One sample will be taken
          approximately 50'in from each end of the beach, and the third
          will be taken in the center of the beach area. All three samples
          will be taken during the same visit to the beach and will not be
          spread throughout the day. All samples will be taken at the
          average water depth of the beach (approximately waist high). The
          lab will run separate tests for each of the three samples taken
          at each beach area. The final count for that particular beach
          will be the arithmetic mean of the three samples. This final
          count will be referred to as a sample throughout this protocol.
          Sporadic high anomalies will not be included in the arithmetic
          mean to determine the final beach count but the anomaly will be
          reported to the park. Attempts will be made to determine the
          cause of that anomaly and resamples may be taken.

          The Dean and Dixon Q-test will be used to determine statistically
          if a anomaly has occurred. This test relates the extreme sample
          range to the range between the suspect result and its nearest
          neighbor. If properly applied, the Q-test results in a 90%
          confidence level for data rejection. It should be noted that  the
          Q-test will only be judiciously applied when the laboratory
          suspects an anomalous sample result. It would not be employed to
          routinely discard the highest of the three sample results.
          Since the statistical analysis of small ie., 3 sample, data sets
          is difficult, coliform counts from adjacent beaches will be
          included in this analysis when possible. Exceptions would be
          Beach 1 West and Beach 11 North.


          The sample results will be incorporated into a 30-day running
          geometric mean which will be calculated for each beach. The DER
          Lab in Erie is responsible for calculating the geometric mean.

          The 30-day running geometric mean is based on samples taken
          during the last 30 days and is not based on a calendar month.  A










          minimum of five samples taken on five different days are
          necessary to run the geometric mean. Samples taken on the first
          day of the swimming season will start the 30-day running
          geometric mean.

          Samples taken on Sunday will be refrigerated and taken to the DER
          lab in Erie at 8:00 a.m. on Monday morning where they will be
          processed immediately. Sam@les taken on Monday will be taken to
          the Lab immediately after collection. Scheduled water samples
          will not be taken if the beaches are closed because of high wave
          activity, but samples will be taken the following day or when the
          beaches are reopened.

          For beach closing/opening, the lab will be responsible for
          immediately notifying one of the following persons at Presque
          Isle State Park: 1) Park Operation Supervisor 1, 2) Assistant
          Superintendent in charge of lifeguards and 3) Assistant
          Superintendent in charge of Park's Police; and one of the
          following persons at the Erie County Department of Health:
          11 Director of Environmental Health, 21 Environmental Health
          Supervisor, 3) Director of Health Department, or 4) Aquatic
          Biologist. Presque Isle State Park must contact the Erie County
          Department of Health for approval to reopen beaches closed for
          conditions 1, 2, 3 as outlined in the "Closing a Beach Section."

          The park will also be responsible for contacting following any
          beach closure/opening: the Lifeguard Headquarters, the Presque
          Isle Police (so they can log the beach closure/opening in),
          Gateway Concession, Region #2, and the Chamber of Commerce.


          CLOSING A BEACH


          The water in bathing beaches should be considered contaminated
          for bathing purposes when one of the following conditions exist:

          1. When officials determine (through visual inspection) that a
            substance is being discharged or may be discharged into the
            water and is or may be hazardous to the health of persons
            using the bathing beach. The beach will be closed and
            sampling will begin to determine the coliform count. Samples
            taken during the time the beach is closed because of this
            type of closure will not be counted towards compliance and
            will not be included in the 30-day running geometric mean.

          2. When the fecal CDliform den sity of any sample collected at a
            bathing beach exceeds 1,000 per 100 milliliters.

          3. Whenever the 30 day running geometric mean fecal coliform
            density of all samples exceeds 200 per 100 ml.

          4. If the first few sample results taken at the start of the
            swimming season are greater than 500 per 100 ml, the beach
            should be closed until the running geometric mean, using a
            minimum of 5 samples, is less than 200 per 100 ml.








            5. Beaches may be closed at the onset of high wave activity
               immediately following a hot, calm period of weather in
               anticipation of high fecal coliform counts. Historical data
               has indicated that during these conditions that a high fecal
               coliform count will be experienced immediately at the onset of
               high wave activity with the levels decreasing back to safe
               standards within several hours. The beacliss may be reopened
               two hours after closurefor this condition if the waves are
               not creating unsafe swimming conditions. Samples will be
               collected during this type of closure only for additional data
               to monitor and verify if this procedure is correct.

               Samples taken during this condition will not be considered
               "regulatory" and are not included as part of the 30-day
               running geometric mean. If samples taken when beaches are
               reopened and found to exceed 200 per 100 ml, indicating
               assumption for reopening was not valid, future reopening will
               not be allowed until confirmation of a level not more than 200
               fecal coliform per 100 ml is received.



            OPENING BEACHES


            After a bathing beach has been closed due to conditions 1, 2, and
            3 as stated above under "Closing a Beach", a re-sampling of
            the bathing beach will occur for five consecutive days, weather
            conditions and lab operations permitting (the lab is closed on
            Saturdays and Sundays). Bathing beaches will be reopened after
            closure when a visual survey of the beach area indicates the
            conditions which were responsible for the closure are no longer
            present and when:

            1. The first re-sample after the closure which does not exceed
               200 fecal coli+orm per 100 ml. The sample which closes a
               beach because of conditions 2 and 3 as stated above will be
               included in the 30-day running geometric mean. Samples taken
               while the beach is closed will also be incorporated in the 30
               day running geometric mean.,

            2. If the conditions responsible for closing the beach cannot be
               identified the beach may not. be reopened until the 30-day
               running geometric mean does not exceed 200 fecal coliform per
               100 ml.


               During the summer of 1990, the Erie County Health Department
               will be continuing the sampling of beaches for the ongoing
               "Beach Contamination Study" at Presque Isle State Park.

               Samples taken for this study during open beach hours and at
               designated swimming beaches will only be considered as
               regulatory samples if the protocol outlined previously is
               followed. For those samples, Sue or her designee will
               indicate on the sample form "Regulatory", and the DER Lab will
               handle these samples as previously indicated and include the
               samples into the running 30--day geometric mean.













           NOTIFY THE FOLLOWING FOR ANY BEACH CLOSING OR OPENING:


           1. Erie County Health Departement   - - - - - - - - - -   451-6700
                   (Joe Vogel, Mark Fedorchak, Joseph Trzybinski or Bob Wellington)

           2.  Lifeguard Headquarters  - - - - - - - - - - - - - -   838-6804


           3.  Park Police


           4.  Park Region #2  - - - - - - -- - -  Network-      8 -686-3080


           5.  Central Office  - - - - - Wendy - Network  - - -  8 -447-6640

           6.  Gateway Concessions (John Loyer)     - - - - - - -    453-7787
                   (Call for #6, Pettinato, Budny and #11)
                   (Beeper 453-0938 - when it beeps give our      They will call us back)


           7.  Chamber of Commerce   - - - - - - - - - - - - - - -   454-7191
                   (Bob Chandler, Don DiPlacido or Judy)


           8.  WICU-TV (Ch. 12)  - - - - - Evan Lovett  - - - - - -  454-5201


           9.  WJET-TV (Ch. 24)  - - - - - Marsha)    - - - - - - -  868-2424


          10.  WSEE-TV (Ch. 35)  - - - - - Pierre   - - - - - - - -  455-7575


          11.  Erie Times News   - - - - - - - - - - - - - - - - -   870-1715


          12.  Erie Morning News   - - - - - - - - - - - - - - - -   870-1682


          13.  Rocket    101   - - - - - - Chris  - - - - - - - - -  725-4000


          14.  WEYZ Radio      - - - - - - - - - - - - - - - - - -   452-2041
                            (Ask for Jim or Chris Tarbell)


					Summer of 1990






				PRESQUE ISLE STATE PARK







                             BEACH SAMPLES FOR 17?0 SUMMER SEASON

                             BEACH SAM.
            PERMIT AREA         NAME      LOCATION OF BEACH SAMPLES

                   1         Beach #1     One sample taken at west end of
                                          Beach #1-West.
                                          Two samples taken at Beach #1
                                          (West of Bathhouse, East end of
                                          -Beach #1).


                   2         Barracks     One sample taken at the West end of
                                          Beach #I-East.
                                          Two samples taken at Barracks Beach
                                          (West end, East end).

                   3         unguarded    No samples taken in this area.

                   4         Beach #2     Three samples taken at Beach #2
                                          (West end, middle and East end).

                   5         unguarded    No samples taken in this area.

                   6         Beach #6     Three samples taken at Beach #6
                                          (West end, middle and East end).

                   7         Beach #7     One taken at West end of Beach #7
                                          One sample taken midway between W;st
                                          end and concrete jetty.
                                          One sample taken at concrete jetty.

                   a         Beach #8     One sample taken at the East end
                                          of Beach #7.
                                          One sample taken just east of the
                                          Beach #8 concession stand.
                                          One sample taken at the east end of
                                          Stone Jetty.

                   9         Mill Rd.     One sample taken at the west end of
                             Beaches      Duck.Pond Beach.
                                          One sample taken at Saw Mill Beach.
                                          One sample taken at the east end of
                                          Goddard Beach.


                 10          Light        Three taken at Light House Beach
                             House        (West end, middle, East end).
                             Beach


                 11          Beach  #9    Three samples taken at Beach
                                          (West end, middle and East end).

                 12          Beach  10    Three samples taken at Beach #10
                                          (West end, middle and East end).

                 13          Beach  11    Three samples taken at Beach #11
                                          (West end, middle and East end).




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                             1990 Batbing Beacb Sample Results                   I
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               Presque Isle State Park 1990 Beach Sampling Results

                    The following table was prepared by the Erie Department

               of Environmental Resources Laboratory to track sample

               results and keep a running 30-day geometric mean, per the

               "Protocol for Sampling Beaches" (Appendix A). The following

               information will be of use in interpreting the table:

                    - All counts are reported in units of fecal

                      coliform/100 ml.

                    - A count of "1" indicates a day when no sample is

                      collected. (The "l" is used as a multiplier and does

                      not affect the 30-day geometric mean.)

                    - Counts in column "A" are from the west area of the

                      beach sampled (north for Beach 11). Counts in

                      column "B" are from the center area of the beach.

                      Counts in column "C" are from the east area of the

                      beach (south for Beach 11).

                      "Mean count" is an arithmetic mean of samples A, B

                      and C for a particular day. The mean count is

                      officially considered to be the "sample" for that

                      beach on that day (per the "Protocol for Sampling

                      Beaches).
                      110/111 : "0" indicates that no sample was taken that

                      day or that the sample was taken for monitoring

                      purposes. Monitoring samples are designated with an

                      "M" in the collection date column. (Monitoring

                      samples are not used in the geometric mean.) "1"

                      indicates that the sample was used in geometric mean

                      calculations.




                                                                                  I
                    - "Root" indicates the number of samples in the running       I
                      30-day period.
                    - "Geo Mean" is the running 30-day geometric mean.            I
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                                     'EACH WATER SAMPLES PRIGR. TO MAt 26.19913



                                       Date              Beach I            Belch 6            Beach 9           Belch 10           Belch 11           Wind Dir.          Wive Ht.            Dither Ld         Like Elev.             Rain?
                                     10/1111981            30                 40                 30                 to                 40                                      2                ZERO               570.77               YES
                                     10/1011989            230                110                too                220                350                NE                   2                ZERO               570.56
                                     10/2VIM               to                 10                 10                 10                 10                 so                   I                ZERO               370.69               No
                                     10/3111969            Hoo                280                290                440                10                 No                   4                ZUO                570.99               YES
                                     1111111769            30                 180                30                 10                 60                   N                  5                ZERO               571.22               No
                                     It/1511969            40                 30                 20                 20                 40                 SE                   5                ZEPO               570.52               No
                                     1112111989            Ito                140                110                50                 30                 WE                   5                ZERO               370.76               No
                                     1112911989            go                 40                 so                 40                 20                 No                   3                ZERO               570.85               No
                                     1210kil"?             40                 90                 40                 30                 to                   S                  I                ZERO               570.46               No
                                     IZ/1111989            10                 10                 to                 10                 40                   E                  0                ZERO               570.29               YES
                                     0311411990            10                 10                 10                 to                 to                 so                   I                ZERO               571.20               NO
                                     03/2111990            20                 to                 30                 20                 10                 SN                   2                ZERO               571.30               No
                                     03/30119"             to                 20                 10                 10                 10                 SE                   0                ZERO               571.21               YES
                                     04/0311"0             to                 10                 10                 10                 to                   S                  0                ZERO               571.48               No
                                     0410111"D             10                 10                 10                 10                 to                 No                   0                ZERO               371.31               No
                                     04/1711990            10                 10                 10                 10                 10                   0                  4                ZERO               371.69               NO
                                     0412311"D             to                 10                 10                 30                 10                   V                  2                ZERO               571.51               No
                                     03/0211"o             20                 to                 to                 10                 20                 so                   3                ZERO               571.18               No
                                     05/0111"o             too                70                 130                40                 it                 59                   1                ZERO               371.43               Ito
                                     OSIM119"              10                 10                 10                 10                 30                 SV                   I                ZERO               571.59               No
                                     0512211"o             60                 40                 30                 70                 60                 NE                   I                ZERO               571.66               No



                              This table gives the results of water samples taken on a weekly basis at designated beach
                              locations on Presque Isle through the fall, winter                                                                            and spring of 1989-1990.                                     The samples
                              were collected when the lake was not frozen over. Information listed to the right of the
                              Beach #11 column indicates physical beach conditions for that testing date.                                                                                                                Samples are
                              tested for fecal coliform and the results listed are in number of fecal coliform colonies
                              per 100 ml of water.









                                             BEACHI :0 ";t @.:E-'KTRIC ME43                                                  FAEE        I                           OctcW 13t IP1


                                                    WE               1149               m             c             E         PEAK Cr".V          G! I     R'VOT     11FACTNIAL               GED rEAn              H20 TE@p               W-VE HT              PATFER    L)         CIND "R,                  P-1s,


                                               nAY        7.)             1             1             1             1                1                0        0            1        ERR
                                               M A 1      27 50           2             1             1             1                1                0        0       I.OOE40       EAR
                                               MAY        ',a go          3             10            20            10               13               1        1       I.:'E+01                 13.113                  52                        1                 LCK                     9                    1140
                                               'AY        "1 94           4             i 11 0        tio           760              673              1        2       B.Q?E#03                 94.75                   it                        3                 IEq                     NE                   @Es
                                               MAY        30 go           5             70            jo            40               50               1        3       4.4iE+05                 76.17                   53                    1.5                   ZERO                    N                    No
                                               MAY        I Iff)          6             to            to            IQ               11               1        4       4.49E#06                 46.03                   56                        1                 ZERO                    v                    No
                                               XNE        01 90           7                           1             1                1                0        4       4.4?E+06                 46.03                   56                        1                 IERG                    i                    NO
                                               JUNE       02 10           0             1             1             1                1                0        4       4.49E#06                 46.03
                                               JUNE       03 90           q             I             I             I                1                0        4       4.49E+06                 46.03                   50                        4                 ZERO                    SK                   No
                                               JUNE       04 90           10            1             1             1                1                0        4       4.41E+06                 46.03
                                               JWNE       05 90           it            90            110           90               97               1        5       4.34E+08                 51.39                   55                    2.5                   LOW                     5                    go
                                               JUNE       06 90           12            jo            30            20               27               1        6       I.ItE#10                 47.116                  60                    1.5                   IERO                    SO                   NO
                                               JUNE       07 ?0           is            to            to            10               to               1        7       1.16E*11                 30.06                   62                    0.3                   LON                     sv                   40
                                               JUNE       G 90            14            1             1             1                1                0        7       I.W+11                   118.06
                                               JUNE       09 10           15            1             1             1                1                0        7       1.16E+11                 39.06
                                               JUNE       10 10           16            30            40            40               37               1        8       4.24E+12                 37.80                   59                    2.3                   ZERO                    !N                   No
                                               JUNE       it 90           17            50            jo            50               43               1        9       imb-14                   36.45                   H                         2                 LON                     NN                   NO
                                               JUNE       1,, 90          Is            I             I             I                1                0        9       1.84E+14                 "to. 45
                                               JUNE       11 90           19            70            111)          "100             97               1        10      I.IBE+16                 42.17                   64                        1                 LCV                     v                    NO
                                               JUNCE      14 90           20            jo            400           260              370              1        it      CHE+19                   51. 3,7                 58                        3                 LON                     so                   YES
                                               JUN-'      IS 70           11.1          1                                            1                0        11      6.58E+19                 31.37
                                               JUNE       16 90           22            1             1             1                1                0        it      648E*18                  31.37
                                               JUNE       17 90           23            10            60            30               33               1        12      2.I9E+20                 49.55                   60                    0.5                   LeW                     s                    NO
                                               JUNE       Is 10           24            4:00       4AM           1600                1900             1        13      8.55E#23                 69. 33                  59                        3                 LOW                     51                   .140
                                               JUNE       19 95                                       00            :30              1to              1        14      3.06E+16                 77.49                   64                        3                 ZERO                    v                    .40
                                                                          :5            400           4                              j                                          I
                                               JL.*4E     20 90n          26            120        1400          1.500               1                0        14      3.06E+26                 77.99
                                               JU-24E     ZI 40H          27            80            130           120              1                0        14      3.OeE#.26                77.59                   66                        3                 ZERO                    CM                   No
                                               ;1UNE      ill 9.)         2 9           120           1:0           Ito              117              1        15      3.5?E+28                 80.11                   65                        0                 ZERO                    s                    NO
                                               J U1.1 E   Z 190           179           1             1             1                1                0        15      3.51E429                 60.11
                                               JUME       24 ?0           30            2010          11-110        700              567              1        16      2.05E+31                 90.53                   66                        4                 ZVO                     NW                   YES
                                               JU14:      45 90           1             320           "TO           190              247              1        17      3.0,E#33                .96.03                   66                        3                 ZERO                    m                    No
                                               JUNE       I's io          32            to            to            30               17               1        19      0.34+",4                 87.12                   70                        1                 LCO                     N                    NO
                                               HIE        27 90           33            jo            -'0           110              37               1        118     2.30E+35                 92.16
                                               JUNE         90            34            10            20            70               17               1        18                               71.04                   70                    0.5                   LON                     sE                   NO
                                               3 US E     _7 q90                        t             I             I                1                0        17      1.14E+32                 76A5
                                               JUNE       30 50           36            1             1             1                1                0        16      1. 14 E ej I             e7.:o
                                               JUL 1      01 90           37            60            70            70               67               1        17      7.5?E+32                 65.93                   70                    2.3                   LON                     sm                   No
                                               JULY       02 ?0           33            10            20            60               -0               1        18      2.16E+34                 111.0s                  72                    0.3                   LON                     cl                   NO
                                               'Ift V     03 @o           39            10            too           20               1                0        18      2.21SE+34                01.05
                                               JULY       04 90           40            1             1             1                1                0        13      2.11EE,`4                81.05
                                               JUL!       05 ;0           41            3.)                         -!q              27               1        H       6. 1H#33                 75.45                                                                                       NE                   40
                                               illky      @t go           ;I            I                           I                1                0        17      2.3tE+"2                 e .1. 1. 1
                                               JUL                                                                                                    0        16      2.,tE+',l                il,!6
                                               -%'LY      m 40            44            60            10            140              73               1        17      1.73E+33                 90.0                    72                        1                 LON                     a                    q
                                               JULY       P ?0            43            Wo            410           300              770              1        16      1.33E+.6                 101.60                  72                    1.3                   LON                     9                    No
                                                          10 ;0                                                                      1                0        17      3.6TE+-4                 107.?B
                                                                                                                                     !_0              1        17      4.0E,                    1118.74                 71                        5                 LEA
                                                          I! co
                                                 YL f       '0            i                                         1                                 0        17      4.1!E+34                                                                                                                                  NO
                                                                          4                                         1                                          15      4.
                                                                          5                                         1                1                0        is      I.. +                    01.il
                                                          It              6                           ";W           25.)             313              1        16      3X                       [email protected]                                                              LN                      E4









                                   @EACHI 310 DAY SE..;mETRIC Ma                                        PAGE      2



                                     JULY   !6  90         7          310            400      Mo             353             1      17       1.30E+35             116.26                to                   3                LCN                  EW                 0:3
                                     JULY   17  70         8            1            1          1              1             0      16       LME433               125.71
                                     hILY   to  ?0         9          20             30       10               27            1      16       2.&LEtil             ?235                  70                 1.@                HIM                  NV
                                     JULY   119 90      10            310            10       20               20            1      16       1.41H,70             ?6.e4                 71.                1.9                                                        Ku
                                     JULY   Z 1 70      It              I            I          I              1             0      16       1.4eE+',O            76.84                 71
                                     jULY   21  90      12,             1            1          1              1             0      16       1.48E+',o            76.?4
                                     JULY   21, 10      is            170            50       to             243             1      16       3.06E@30             80.41                 72                   1                LON                  NO                 vc:z
                                                                      140            120      lio            177             1      17       S.44E-j2             34.,!S                7,'                1.5                LOW                  sl                 L
                                     JULY   123 90      14                                                                                                                                                                                                            Q
                                     JULY   '14 ;0      15            30             to       20               20            1      17       1.92E+31             69.22                 73                   1                LCN                  cW                 NO
                                     jLLy   25  qo      16            10             40       10               20            1      17       1.36E*30             59.71                 73                 M                  LOW                                     N 0
                                     JULY   26  90      !7            20             10       to               is            1      17       1.25E+30             38.91                 14                   0                M.Ell                NE                 NO
                                     JULY   27  40      19              1            1                         1             0      th       3.40E+218            60.70
                                     JULY   28  90      19              1            1                         1             0      15       2.04E+27             66.16
                                     JULY   29  90      20            360            200      go             213             1      16       MR-29                71.19                 so                 0.5                'ED                  NO                 ING
                                     "LILY  M   90      21            Itoo           1:"      340            1041            1      17       4.5!E*32             a3.18                 74                 0.5                LOW                  SN                 No
                                     JULY   31  90      22            390            j90      340            Sri             t      17       2.5.E,,33            92.17                 72                 3.5                ZERO                 NV                 .40
                                     A
                                     *UG
                                            01  90      All           10             10       70               30            1      17       IMM+33               92.27                 71                   1                ZERU                 14E                40
                                     AUG    02  90      24            10             70       20               31            1      18       8.30E+34             87.110                76                 0.5                P.Ell                NO                 %a
                                     AUG    01  90      25            20             to       go               37            1      19       !.IZE*36             IS.11                 71                   0                LOW                  No                 NO
                                     AUG    04  90      26              1            1          1              1             0      16       1.17E+35             86.76
                                     AUG    05  90      27            500            600      1000           700             1      19       8.18E+37             99.95                 70                   2                LON                  sl                 SO
                                     4UG    06  90      718           1000           1000     640            eso             1      20       7.20E+40             110.37                70                 2.5                LON                  NO                 No
                                     AUG    07  qO      29              1            1          1              1             0      19       9.81E+38             112.77
                                     A UCS  08  10      30            10             to       to               17            1      19       1.12E*37             12.17                 73                   1                LON                  NN                 NO
                                     AUG    09  90      31            10             70       40               40            1      20       9.30E+38             80.40                 75                 0.5                MED                  NE                 40
                                     AUS 10  99         32              1            1        70               70            1      20       1.19E#39             69.90                 70                   1                ZERO                 SE                 No
                                     ACS it  90         33              1            1          1              1             0      20       1.19E+37             89.90
                                     AL16 12 90         34            10             20       410              17            1      21       1.9GE40              82.77                 74                 0.5                PED                  EN                 No
                                     Alus 13 903        35            1500           470      600              1             0      21       1.96i+40             112.97                70                 0.5                ZEF0                 N                  VES
                                     AUG 14  90         36            260            320      200            287             1      21       I.BIE+40             82.62                 72                 1.1                LON                  NN                 No
                                     AUG ti  90         31              1            1          1              1             0      20       1. 1' E+' P          76.al                 to                 2.5                LCW                  %I                 lEi
                                     AUG is  90         76              1            1          1              1             0      20       1. IU#37             h.93
                                     40  17  90         39              1            1          1              1             0      19       I.93,E+36            81.23
                                     AUG to  90         40              1            1          1              1             0      is       9.6!E+34             67.81
                                     AUG 19  90         41            :200           740      310            410             1      19       3.95E+37             95.22                 70                 1.3                LON                  NO                 YES
                                     AUS 20  qO         47            60             60       !A)                            1      20       1.97E*jt             91.21                 70                   0                LCV4                 91                 No
                                     AUS 21  90         43              1            1          1                            0      1?       B.IIE+36             07.61
                                     Q1 622  51         44              1            1          1                            0      is       4.39E+34             IM?
                                     AUG 23  90         45              1            1          1              1             0      17       2.29E+33             91.71
                                     'US 24  90         46              1            1          1              1             0      16       I.IIE+32             100.h
                                     AUG is  90         47              1            1          1              1             0      15       8.61E+30             113.41
                                     AUS 26  90         48            20             .90
                                                                                     1        3110           210             1      is       1.31E+,3             119.93                79                 1.6                L:W                  sw                 40
                                     A VS 27 90         49            !@A            11.0     90               o'!           1      17       !.6'E+ll             119.79                72                 2.6                LCN                  W                  NO
                                     ALIS Is 90         so              I            I          I              1             1)     is       3.7,E#',2            114.52
                                     AL16 119 4 @.l     5!            !7eo           I ! c 1) 70               1             0      is       B.Jbc,+.19           ". a2                 72                   2                ZERO                 N                  413
                                     AUG 30  90         52            4160           :to      260            276             1      15       6.IEE+29             96.55                 to                   I                ZERG                 SE                 No
                                     ALIS 31 90         53            115            110      160            132             1      15       2.71E*30             106.88
                                     SEPT   190         -@4             1            1                         1             0      14       6.14E-119            116.16
                                     FEPT   2q,,)       55              1            1                         1             0      13       2.,2E+27             126.93
                                     SEPT 3 90          55              1            1                         1             0      13       2.2.E+117            126.
                                     SEPT 4 ;1)         5?            0                       10,              to            t      I-          t 7r#'!5          91.15
                                                                                                                                                                                                           0.5
                                     SEPT    qO         1.0             1                                                    1)     12       ;.6(,E,,12           75.81
                                     SEPT    ^-Q        119             1                                                           12       J.60E+22             Mal









                                HACK @O NY SECMETRIC ,E,.4                                 PAIJE     3                    October 13, 19?0



                                 SEPT  7 90        69           1          1          1           1           0      it     2.16E+21          87.00
                                 SE*T  9 901       61           1          1          1           1           0      I-)    MINI              q4.04
                                 SEPT  q 93        62           1          1          1           I           0       9     1.72EW            97.17
                                 SEPT  10  @O      63           1          1          1           1           0       9     MIN?              97.17
                                 SEPT  It  90      64           1          1          1           1           0       9     4.6,E+16          1.11.13
                                 SEPT  12  90      65           1          1          1           1           0       8     4.63E+16          121.!3
                                 SE?T  I I iO      66           1          1          t           I           0       7     t.fiZE#1,4        tol.10
                                 HPT   14  ?O      P            I          I          I           I           0       7     1.62E+14          107.10
                                 SEPT  .5  90      68           1          1          I           I           0       7     IXE+14            107.0
                                 SEPT  16  i CA    69         1110        90        2jO           1           0       7     1.6,E+14          107.10             62                4             ZERO                               No
                                 SEPT  17  90      70           1          1          1           1           0       7     l.b2E,,14         107.10
                                 SEPT  If  90      11           I          I          I           I           0       6     3.94E*ll          95.63
                                 SEPT  17  20      72           1          1          1           1           0       3     7.89E+09          95.36
                                 SEPT  20  90      73           I          I          I           I           0       5     7.85E+09          95-36
                                 SEPT  N   90      74           1          1          1           1           0       5     7.59E#09          95.!6
                                 SEPT  22  90      71           1          1          1           1           0       i     7.a9E#09          93.36
                                 SEPT  23  90H     76          40         30         50           I           0       5     7.09E#09          93.J6              59                3             ZERO               w               No
                                 SEPT  '14 90      77           1          1          1           1           0       5     7.69E+09          95.36







                                                DA71 DAYII        v         C         E     MEAN COUNT     0/1    AGOT    IFACTORIAL      BEO MEAN        H20 TEMP       NAVE HT.         FATHER LD     WIND VR.           RAIN?

                                    MAY         26 10 1           1         1         1           1          0       0       1      ERR
                                    MAY         27 90 2           1         1         1           1          0       0    I.00E+0O  ERR
                                    MAY         28"   3         10          10        to          10         1       1    I.0OE*OI          10.00            32               1             LON             SW             No
                                    MAY         it to 4         420         150       0           190        1       2    1.90E#03          43.39            31               1            ZERO             WE             YES
                                    WAY         30 to 5           1         1         1           1          0       2    1.90E+03          43.59
                                    RAY         31 TO 6           1         1         1           1          0       2    1.90E+03          43.59
                                    JUNE        01 90 7           1         1         1           1          0       2    1.90E+03          43.59
                                    JUK         02 10 1           1         1         1           1          0       2    1.90E+03          43.59
                                    JUNE        03"   9           1         1         1           1          0       2    1.901*03          41.51
                                    JUNE        04"  10           1         1         1           1          0       2    1.90E+03          4349
                                    JUNE        03 90 If        30          30        20          27         1       3    3.07E+04          37.00            35               2            ZERO               s            No
                                    JUNE        06"  12           1         1         1           1          0       3    3.07E+04          37.00
                                    JUNE        07"  is           I         I         t           1          0       3    5.07E(,04         37.00                                                                                                    c
                                    AK          of to 14          1         1         1           1          0       3    3.07E+04          37.00                                                                                                    c
                                    JLK         ""   Is           I         I         I           1          0       3    5.07E+04          37.00                                                                                                    1
                                    JUK         to"  14         40          so        20          37         1       4    1.86E+06          36.72            so               3            ZERO             511            NO
                                    JUNE        If"  17         to          10        10          10         1       5    1.86E+07          28.43            38               1             LOW             RW             No                        c
                                    JUNE        12 90 to          I         I         I           1          0       5    t.86E+07          28.43                                                                                                    t
                                    JUNE        Is"  it           I         I         I           1          0       3    1.66E#07          28.43                                                                                                    c
                                    JUNE        14"  20           1         1         1           1          0       3    1.86E+07          21.43
                                    JLK         Is 90 21          1         1         1           1          0       5    I.lbE+O7          28.41
                                    JUNE        Ii"  22           1         1         1           1          0       5    1.86E+07          28.41                                                                                                    t
                                    JUNE        17"  23         to          10        40          20         1       6    3.72E+01          26.01            60               1             LOV               s            NO                        t
                                    JUNE        11"  24        1100         Boo       "0          933        1       7    3.471#11          44.52            59               4             LON             sv             No
                                    JUNE        19 904 ?3       320         480       385         1          0       7    3.47E#ll          44.52
                                    JUNE        20 "If 26       lit         ISO       so          1          4       1    MR411             44.52
                                    JUNE        21 "ll 27       206         230       700         1          0       7    3.47E+II          44.32
                                    JUNE        22"  28           1         1         1           1          0       7    3.47E*ll          44.52
                                    JUNE        23"  21           1         1         1           1          0       7    3.47E*II          44.52
                                    JUNE        24 90 30        40          290       300         no         I       I    1.14E*14          57.19            66               4            ZERO             mv             YES
                                    JUNE        23"  31         50          210       60          tol        1       9    1.22E#16          61.29            66               2             LOV               v            #0
                                    JUNE        u"   32         140         1         120         130        1       10   1.57E+ll          66.01            70               1             LON               v            No
                                    JUNE        V"   $3           1         1         1           1          0       9    1.59E#17          81.50
                                    JUNE        21"  34           1         1         1           1          4       1    1.33E+14          73.32
                                    JUNE        29"  33           1         1         1           1          0       8    8.35E#14          73.32
                                    JUNE        30 90 36          1         1         1           1          0       8    8.33E#14          73.32
                                    JULY        of 10 37        230         210       170         203        1       9    1.70E#17          82.12            70               2             LON             Nv             NO
                                    JULY        02 90 38        10          20        to          13         1       10   2.260,111         68.47            72               1             RED             sv             NO
                                    JULY        03"  39           1         1         1           1          0       10   2.2fiE*IG         66.47
                                    JUILY       04"  40           1         1         1           1          0       10   2.26E*18          68.47
                                    JULY        05 90 41          1         1         1           1          0       9    8.49E+16          76.03
                                    JULY        06 90 42          1         1         1           1          0       9    8.49E*16          76.03
                                    JILT        07 90 43          1         1         1           1          0       9    8.49E4,16         76.03
                                    JULY        01 90 44        340         110       130         193        1       10   1.64E+19          11.47            72               1             LON             sl             No
                                    JULY        "10  43         300         300       270         210        1       11   4.76E+21          93.48            72               1             LON             59             No
                                    JULY        to ?0 46          1         1         1           1          0       10   1.30E+20          102.65
                                    JULY        it to 47          1         1         1           t          0       9    1.30E+19          132.16
                                    JULY        12 to 48          1         1         1           1          0       9    I.30E*I?          L32.96
                                    JULY        11 to 49          1         1         1           1          0       9    I.'jK+Il          132.96
                                    JULY        14 90 50          1         1         1           1          0       9    1.30E+19          132.96
                                    JULY        is 90 51        700       1100      toot          t2oo       1       10   1.56E+22          165.68           67               1             LON             SN             NO





                                             BAFRACKS    "' 0DAY jECP.E'.RIC REAK                            ME       2                       Septesber   07.. 1990


                                             MY       16 90     52          59         1000        2400             1311        1     11       2.05E#25             200.03              68                  2               LON                 sm              No
                                             JULY     17 90     53          ISO         290         320             233         1     It       2.60E#26             251.t6              60                  3               LON                 so              No
                                             JULY     18 90     54          10          20          20              17          1     11       4.64E+24             174.75              70                  1               ZERO                No              No
                                             JULY     19 90     53          20          130         10              53          1     12       2.47E+26             158.29              71                  1               ZERO                N               NO
                                             MY       20 90     36          400         920         480             600         1     13       1.4K*29              173.38              70                  2               RED                 AN              YES
                                             JULY     21 90     37              1           1         1             1           0     13       1.48E4.29            173.33                                                                                                                  T
                                             JULY     22 10     SO          120         100         20              00          1     14       1.19E#31             165.94              72                  1               LON                 AN              YES                         t
                                             MY       23 90     59          160         ISO         220             170         1     15       2.02E+33             166.11              71                  2               LON                 so              NO
                                             JULY     24 90     60          30          70          40              33          1     13       3.26E+32             147.08              73                  1               RED                 sl              NO                          n
                                             MY       23 90     61              1           1         1             1           0     14       3.06E#30             150.49                                                                                                                  r
                                             JULY     26 90     62              1           1         1             1           0     11       2.33E+28             152.20                                                                                                                  p
                                             JULY     27 90     63              1           1         1             1           0     13       2.35E*28             152.20                                                                                                                  w
                                             MY       28 to     64              1           1         1             1           0     13       2.33E+26             132.20
                                             JLLY     29 90     M           460         to          30              IV?         1     14       4.62+30              133.01              go                  I               no                  AM              No
                                             JULY     30 "      66          390         120         330             2B7         1     13       1.33E+33             161.4?              74                  1               LON                 so              NO                          c
                                             MY       31 to     fil             I           I         I             1           0     14       6.3x#30              158.111
                                              AUG     Of "      611             1           1         1             1           0     11       4.89E+29             192.21                                                                                                                  f
                                              Aug     02 "      69              1           1         1             1           0     13       4.119E+29            112.21
                                              AUB     03 "      70              1           1         1             1           0     13       4.BqE*29             192.21                                                                                                                  c
                                              AU6     04 "      It              I           I         I             1           0     13       4.119E+29            192.21                                                                                                                  t
                                              AU6     03 90     72          400        3400        3300             2367        1     14       1.16E*33             229.97              70                  2               LON                 sv              NO                          c
                                              AM      06 10     73          440         330         340             370         1     13       4.28E*33             237.39              70                  2               LON                 AN              No
                                              Aug     Ol 90     74          90          120         so              97          1     13       2.14E*33             226.64              72                  2               LON                 Sv              No
                                              AUS     Of "      75          240         70          90              133         1     15       9.14E*34             215.21              73                  1               ZERO                Nv              No                          t
                                              AU6     0  90     76          20          20          to              17          1     16       1.64E*U              183.41              75                  1               ZERO                RE              AD
                                             AU6      to"       77          10          10          10              10          1     17       1.64E#37             134.57              70                  1               iERD                SE              No                          t
                                             AU6      I 110     is              I           I         I             1           0     17       1.64E*37             154.57                                                                                                                  f
                                             ALM      12"       79          to          30          30              37          1     11       9.29E*36             146.18              74                  a               RED                 sm              No
                                             AUll     13 TOI    60          Boo         370         260             1                 11       9.19E+38             146.19              70                  0               ZERO                A               YES
                                             AU6      14 90     111         60          40          70              37          1     18       4.StE*37             123.31              72                  2               RED                 AN              NO
                                             Aug      is"       02              1           1         1             1           0     17       3.33E#34             107.34
                                             AUG      16 to     83              1           1         1             1           0     16       1.32E+32             101.73
                                             Aug      17        04              1           1         1             1           0     13       7.9of"lo             114.77
                                             Ats      18        es              I           I         I             1           0     14       1.48E+21             121.23
                                             An       it        m           210         170         170             183         1     14       4.32#2111            111.39              70                  2               LON                 Nv              YES
                                             AN       20        67          to          20          10              11          1     13       4.04E+29             96.69               70                  0               LON                 AN              YES
                                             AUG      21        Be              I           I         I             1           0     14       7.35E#27             98.01
                                             AUS      22 Vo     69              1           1         1             1           0     13       4.44E+23             93.93
                                             AUG      23"                       I           I         I             1           1     12       6.33E+23             ?8.49
                                             AN       24 90     91              1           1         1             1           1     12       8.13E#23             98.49
                                             AUS      23"       U               I           I         I             1           1     12       8.33E*23             98.49
                                             Aug      26"       93          100         70          03              83          1     13       7.OBE*25             97.30               78                  1               RED                 sm              No
                                             AU6      27"       94          220         520         560             433         1     14       3.07E+26             108.33              72                  2               LON                 A               NO
                                             AUG      28"       95              1           1         1             1           0     13       1.36E#26             103.48
                                             AU6      29 108    96          1200        300         600             1           0     12       5.44E+23             95.03               72                  3               ZERO                A               No
                                             AU6      SO 90     97          ISO         100         50              110         1     13       5.98E*25             96.13               70                  1               RED                 SE              NO






                                    2C.*.C%2 30 DAY SiOMETRIC MEAN                             PAGE    I                    Septesber 07, 1990


                                        DATE          DAY#          It         c         E     IGN COUNT       Oil   AGOT    VACTORIAL        Sig 1EAN         M20 TESP        WAVE HT.        BATHER LD       WIND DIR.         PAIN?


                                     MAY 26  90          1          1          1         1           1           0       0       1      ERR
                         k           RAY 27  10          2          1          1         1           1           0       0    I-00E4,00 ERR
                                     PAY 28  90          3          10         to        to          10          1       1    I.O0E+Ot          10.00             52              0.5              LOW             sv             No
                                     MAY "   "           4          230        330       200         2?3         1       2    2.93E+03          54.14             51                 3             IERD            WE             YES
                                     RAY 30  90          5          1          1         1           1           0       2    2.93E#03          54.16
                                     MAY 31  YO          6          1          1         1           1           0       2    2.93E+03          54.16
                                     JUNE    it 90       7          1          1         1           1           0       2    2.93E+03          54.16
                                     JUNE    02 90       8          1          1         t           1           0       2    2.91E*03          34.16
                                     JUNE    43 90       9          1          1         1.          1           0       2    2.M#01            34.14
                                     JUNE    04 90       10         1          1         1           1           0       2    2.93E*03          54.16
                                     JUNE    03"         It         30         20        20          23          1       3    4.84E+04          40.91             55                 3             ZERO              5            NO
                                     JUNE    06 "        12         1          1         1           1           0       3    6.14E#H           40.91
                                     JUNE    #7"         13         1          1         1           1           0       3    6.84E#44          40.91
                                     JUNE    09"         14         1          1         1           1           0       3    i.84E+04          40.91
                                     JUICE   " 90        Is         1          .1        1           1           0       3    6.64E+04          40.11
                                     JUK     10"         16         30         so        10          37          1       4    2.31E+Q&          39.80             38                 2             ZERO            sv             No
                                     JLWE    11 90       17         50         50        30          43          1       5    I.QTE+01          40.40             so              1.3              ZERO            NN             No
                                     JUNE    12"         It         I          I         I           1           0       3    I.m+"             40.41
                                     JUNE    11"         11         1          1                                 0       5    I.OIE*N           40.48
                                     JUNE    14 90       20         1          1                                 0       5    I.OVE*N           40. 4
                                     JUIAE   13 VO       21         1          1                                 0       3    MINI              40.41
                                     JUNE    th 90       22         1          1                                 0       3    I.OTE+01          40.40
                                     JUNE    17 90       23         20         20        10          17          1       6    I.oIE#O9          34.92             60              0.5              CON               s            NO
                                     JUNE    18"         24      1000      2100          340         1147        1       7    2.OBE#12          37.50             39                 4             ZERO            SN             No
                                     JUNE    19"         23         too        IN        160         150         1       1    LIZE04            64.92             64                 3             ZERO              v            No
                                     JUNE    20 90       24         30         20        60          43          1       9    1.302+16          61.79             64              0.3              ZERO            SN             No
                                     JUNE    21 701      27         240        200       170         1           0       1    1.32014           61. "             66                 4             ZERO            SN             No
                                     JUNE    22 90       28         3"         200       260         287         1       10   3.87E*I1          72.24             65                 0             ZERO              S            No
                                     JUNE    23 90       27         1          1         1           1           0       10   3.117E*18         72.24
                                     JUNE    24 90       30         300        600       500         467         1       It   t.8tE*Z1          83.60             66                 4             ZERO            NN             YES
                                     JUNE    23 90       31         40         00        40          53          1       12   f.64E+22          82.ZV             fifi               3             ZERO              v            No
                                     JUNE    26"         32         1          1         1           1           0       12   9.64E*22          92.29
                                     JUNE    27"         33         1          1         1           1           0       It   9.64E+21          91.67
                                     JUNE    28 90       34         1          1         1           1           0       10   3.27E*19          69.47
                                     JUNE    29 90       33         1          1         1           1           0       10   3.291+19          89.47
                                     JUNE    30 90       36         1          a         I           1           0       10   3.27E+19          89.47
                                     JULY    I "         37         100        30        20          50          1       It   1.64E*21          $4.86             70                 3             ZERO            NN             No
                                     JULY    2 90        36         10         10        10          to          1       12   1.64E,,22         11.01             72              0.3              ZERO              I            No
                                     JULY    3 90        39         1          1         1           1           0       tz   1.64E*n           71.01
                                     JULY    4 90        40         1          1         1           1           0       12   1.64E+22          71.01
                                     JULY    5 "         41         1          1         1           1           0       11   7.04E+20          70.37
                                     JULY    4 90        47         1          1         1           1           0       It   7.04E#20          78.37
                                     JULY    7 90        43         1          1         1           1           0       11   7.04E*20          78.37
                                     JULY    I "         44         50         20        to          27          1       12   1.80E*22          71.80             72              0.3              LOW             SN             No
                                     JULY    9 90        43         too        190       180         137         1       13   2.94E*24          7b.24             72              1.5              ZERO            so             YES
                                     JULY    10 90       46         1          1         1           1           0       12   I.OH*22           91.04
                                     JULY    11 90       47         1          1         1           1           0       It   1.85E*21          85.78
                                     JULY    12 90       48         1          1         1           1           0       11   1.112+21          03.78
                                     JULY    13 90       4t                                                      0       11   1.01E+21          85.78
                                     JULY    14 90       50                                                      0       11   I.85E+2I          03.78
                                     JULY    13 90       it         to         to        10                      1       12   1.62#22           71.72             61                 1             ZERO            sv             No







                                   BijaCH2 10 DAW HCAETRIC 'Eml                          FACT,   2                   St9tesber 07, 1990


                                    MY     th 90   52         NO        440      460           470       1      13    8.70E*24         82.89            68               3            LOV           SN            No
                                    MY     17 90   33           1         1        1           1         0      12    3.22E+23         94.73
                                    JULY   18 90   54           1         1        1           1         0      it    4.54E'-20        75.51
                                    MY     It"     55           1         1        1           1         0      10    3.04E+19         70.51
                                    JULY   20 90   56           1         1        1           1         0      9     7.OOE#16         74.42
                                    XLY    21"     37           1         1        1           1         0      9     ?.00E+Ib         74.42                                                                                                  r
                                    JILY   22 90   58         to        40       50            33        1      9     8.15E*13         58.60            72             0.5            ZERO          NN            YES
                                    MY     21 to   59         ISO       120      160           150       1      10    1.22E*16         64.37            71               2            ZERO          Sv            No
                                    MY     24 to   60         80        50       60            63        1      10    1.6&E*17         52.72            73               0            ZERO          so            YES
                                    MY     23"     61           1         1        1           1         0      9     MIMS             32.65
                                    MY     26 96   62           1         1        1           1         0      9     ].IIE*13         32.63
                                    ALY    27 90   63           1         1        1           1         0      9     3.IIE+13         52.63                                                                                                  c
                                    JLLY   21 If   64           1         1        1           1         0      9     I.I)E+13         32.65                                                                                                  c
                                    MY     29 90   65         Ito       20       20            .50       1      10    I.S.',E+ll       52.38            80             0.5            la                          No
                                    JULY   34 go   61         220       70                     toy       1      11    1.66E#ll         35. H            74               1            ZERO          sm            No
                                    JuLy   31 go   67           1         1        1           1         1      10    MEW              56.30                                                                                                  c
                                     Aus   I"      H            I         I        I           I         I      I     3.32E#14         68.49                                                                                                  t
                                     NA    2"      69           1         1        1           1         0      9     3.32E#16         68.49
                                     AN    I"      70           1         1        1           1         0      9     1.32E#16         68.49                                                                                                  c
                                     Ad    4If     71           1         1        1           1         0      9     Mx+Ib            68.49                                                                                                  1
                                     AN    190     n          170       Ito      100           133       1      10    3.OlE+Il         74.24            70               2            ZERO          Sv            "a                          t
                                     AUS   4"      73         220       274      210           233       1      11    1.19E*21         82.38            70               2            ZERO          Sm            ma                          t
                                     PA    190     74           1         1        1           1         0      10    4.43E+19         92.22
                                     AU6   190     73           1         1        1           1         0      9     2.84E+17         86.93                                                                                                  f
                                     AU6   9If     U            I         I        I           1         0      1     2.84E+17         86. "
                                    ALS    to"     77           1         1        1           1         0      9     2.84E#17         86.95
                                    AU6    It 10   le           I         I        I           1         0      9     2.84EW           86.?3
                                    AL16   12 10   79         20        20       0             27        1      10    7.57E+18         77.26            74               1            LOV           Sv            No
                                    WA     is "M   so         200       Ito      180           1         0      10    7.37E+tl         77.26            70             0.3            ZERO            N           YES
                                    AU6    14 90   el         140       90       110           113       1      10    8.38E+19         98.48            72             1.3            ZERO          xv            No
                                    Avi    13 go   82           1         1        1           1         0      9     1.03E*17         82.78
                                    Aus    I& to   93           1         1        1           1         0      9     I.BX+17          82.78
                                    AU6    17"     64           1         1        1           1         0      9     1.89+17          82.78
                                    AU6    If 90   05           1         1        1           1         0      9     1.13E#17         92.78
                                    AU6    it 90   06         240       220      220           227       1      10    4.14E#lt         V1.56            70               2            ZERO          NN            YES
                                    k46    20 90   07         to        to       20            11        1      It    3.32E#20         76.03            70               0            LON           Nd            NO
                                    AU6    21"     Be           I         I        I           1         0      10    I.66E+IV         03.54
                                    AU6    22 90   89           1         1        1           1         0      9     I.IOE*I7         78.28
                                    AU6    21 90   90           1         1        1           1         0      8     1.74E+15         90.11
                                    AU6    24 90   91           a         I        I           1         0      8     1.74E+13         00.38
                                    AU6    25 90   92           1         1        1           1         0      8     I.,4E+13         80.30
                                    AL16   26 90   93         40        too      so            63        1      9     1.10E+17         78.20            75               1            LON           so            NO
                                    AU6    27 90   94         270       180      210           220       1      10    2.43E#19         86.00            72               2            LOV             9           No









                                        EEAE?6 ;0 bAY BECRETRIC MEAN                                           PAGE      I                         October 13, 1990


                                               DATE         DAys              w            C           E       MEAN CCUNT         0/1    ROOT       IFACTCRIAL           6EO MEAN           H20 TEMP           VAIVE HT.           BATHER LD          NIND 31R.           FA110

                                          PAY  116     90       1             1            1           1              1              0       0          1        EAR
                                          PAY  27      90       2             1            1           1              1              0       0       I.0OE+Q0    ERR
                                          PAY  29      10       3             to           to          10             to             1       1       I.OOE#01              10.00                 52                   1                LON
                                          PAY  29      90       4             So           129         90             97             1       2       8.67E*02              119.44                31                   3               ZERO                NE                YES
                                          MAY  10      90 -     3             1            1           1              1              0       2       9.67E4,02             29.44
                                          KAY  31      90       &             t            I           I              1              0       2       G.6?EtQZ              29.44
                                          JUNE         01 90    7             1            1           1              1              0       2       8.67E+02              2t.44
                                          JUNE         02 90    a             I            I           I              1              0       2       8.67E+02              29.44
                                          JUNE         03 90    9             1            1           1              1              0       2       8.67E+02              29-44
                                          JUNE         04 90    10            1            1           1              1              0       2       8.67E+02              21.44                                                                             S              NO
                                          JUNE         03 90    it            30           to          10             17             1       3       1.44E+04              24-35                 53                   3                ZERO
                                          jUNE         06 90    12            1            1           1              1              0       3       1.44E+04              24-35
                                          JUNE         07 90    11            1            1           1              1              0       3       1.44E*04              24.33
                                          JUNE         Ol 90    14            1            1           1              t              0       3       1.44E+04              24.35
                                          JU%E         09 10    Is            f            I           I              1              0       3       1.44E+04              24.35                                                       LON                sw                No
                                          JUNE         to 90    16            30           10          30             23             1       4       3.37E+03              24.09                 56                   3
                                          JUNE         it"      17            10           50          to             23             1       5       7.86E+06              23.94                 so                   2                LON                NV                No
                                          JUNE         12 90    to            I            I           I              1              0       5       7.26E+06              23.94
                                          JUK          13 90    19            1            1           1              1              0       5       7.96E+06              23.94
                                          JUNE         14 90    20            1            1           1              1              0       5       7.26E+06              23-94
                                          JUNE         13 90    21            1            1           1              1              0       5       7.96E+06              23-94
                                          JUNE         16 90    22            1            1           1              1              0       5       7.86E+Ob              23.94                                                                             5              NO
                                          JUNE         17"      23            10           10          10             to             1       6       7.86E+07              20.70                 60                0.3                 MED
                                          JUNE         18 90    24            210          270         220            233            1       7       1.93E+10              21-26                 39                   4                LON                Sw                No
                                          JUNE         t9 90    25            1            1           1              1              0       7       1.93E*10              29-26
                                          JUNE         20 90    26            1            1           1              1              0       7       I.83EfIo              1.9.26
                                          JUNE         21 90    27            1            1           1              1              0       7       1.83E+10              29.26
                                          JUNE         22 90    IS            I            I           I              1              0       7       1.93E+10              29-26
                                          JUNE         23 90    21            1            1           1              1              0       7       1.63E+10              29-26                                                                          Nw                No
                                          JUNE         144 90   30            100          2DO         100            133            1       8       2.45E+12              35.36                 66                   4              Z E.R. 0
                                          JUNE         25 90    31            70           so          50             37             1       9       1.39E+14              37.27                 66                   4                LON                   I              No
                                          JLXE         26 90    32            1            1           1              1              0       9       1.39E*14              37.27
                                          JUNE         27 90    33            1            1           1              1              0       a       1.19E#13              43.93
                                          JUNE         28 90    34            1            1           1              1              0       7       1.60E411              39.86
                                          'UME         29 50    35            1            1           1              1              0       7       I.6OE+II              39.06
                                          JUNE         30 qO    36            1            1           1              1              0       7       1.60E*ll              39.?b                                                                          NN                40
                                          JUILY        190      37            30           to          40             27             1       a       4.27E*12              37.1t                 70                   3                LON
                                          JULY         290      Is            50           10          10             23             1       9       9.95E+13              is.92                 72                   1                NED                Sv                40
                                          JULY         390      39            1            1           1              1              0       9       9.7,E+13              33.92
                                          J'.'LY       490      40            1            1           1              1              0       9       9.93E+13              35.92
                                          jULY         590      41            1            1           1              1              0       9       5.9?E+12              39.34
                                          3LILY        690      42            1            1           1              1              0       9       3.97E+12              P-14
                                          J"Ll         7qO      43            1            1           1              1              0       6       3.97E+12              39.!4
                                          JULY         190      44            360          00          &0             161            1       9       9.95E+14              46.39                 72                0.5                 FED                Sv                No
                                          JULY         990      43            so           ISO         so             tol            1       10      1.03E#17              50.26                 72                 1.3                LON                Sv                YES
                                          XLY          10 90    46            1            1           1              1              0       9       4.41E+15              54.73
                                          @llf         11 90    47            1            1           1              1              0       B       I.8QE+I4              60.69
                                          itly         12 90    48            1            1           1              1              0       8       1.99E+14              60-el
                                          'lly         13 10    49                                                    1              0       8       1.91E+14              60.89
                                                                              I            I           I
                                          11,11        14 90    50            1            1           1              1              0       8       I.a9E*14              6O.E9
                                          XLY          15 90    51                                                                                                                               67                   1                Lev                5v                go
                                                                              30           230         60             107            1       9       11.0&'E+16            64.60








                                       6EACH6 ',0 DAY GEOMETRIC MEAN                                        PAGE      2                         October 13, 1990


                                        JULY    16  90       52           30          210          Ito           117             1        10     2.13E+18              69.T3                69                     3              RED                sv                No
                                        JULY    17  90       33               1           1           1             1            0        9      2.!SE*17              85.14
                                        JULY    19  90       54               1           1           1             1            0        8      I.OIE+13              75.06
                                        juLY    19  10       55               1           1           1             1            0        a      I.oIE*ls              75.06
                                        JULY    20  90       56               1           1           1             1            0        0      1.01E+15              75.06
                                        JULY    21  90       57               1           1           1             1            0        8      I.OIE#13              75.06
                                        JULY    22  90       so           1300        1700        1100           1367            1        9      t.3eE+lQ              103.62               72                 0.3                UN                 NN                YES
                                        JULY    23  90       59           120         140          150           137             1        10     I.BeE#20              V6.33                71                     2              ZERO               sl                No
                                        JULY    24  90       60           30          60           90               60           1        10     8.47E#19              90.33                73                     1              RED                Sw                YES
                                        JULY    73           61           70          20           to               33           1        10     4.99E4-19             q3.27                73                     0              LON                Nv                No
                                        JULY    2b           fil          10          so           30               40           1        It     1.99E#21              66.36                70                 CALK               LEV                NW                NO
                                        JULY    27  90       63               1           1           1             1            0        it     1.99E#21              96.36
                                        JULY    21  90       64               1           1           1             1            0        11     1.99E+21              06.36
                                        JULY    29  10       63           140         70           430           213             1        12     4.25E+73              93.11,               82                 0.5                HIE"               NN                No
                                        JULY    30  90       66           470         400          300           390             1        13     1.66E,,26             10.97                74                     1              LCV                Sv                NO
                                        JULY    31           0                1           1           1             1            0        12     6.22E+24              116.43
                                          AUG   1            60               1           1           1             1            0        It     2.661+21              134.77
                                          AUS   2            fit              I           I           I             1            0        11     2.66E*23              t34.77
                                          AUG   3 90         70               1           1           1             1            0        It     MUM                   134.77
                                          Aus   4 30         71               1           1           1             1            0        11     2.6bE#21              134.77
                                          AUG   5 "          72           too         130          200           150             1        12     4.OQE#23              135.99               70                 2.3                LON                !w                NO
                                          AUG   1 90         73           430         40           390           407             1        13     1.6N428               147.94               70                     3              LON                NN                No
                                          k6    I "          74               1           1           1             1            0        12     9.7N+25               146.47
                                          Aus   0 90         73               1           1           1             1            0        11     9.44E+21              151.19
                                          AUG   9 90         76               1           1           1             1            0        it     1.44E+23              131.19
                                        Pub   10  vo         /I               I           I           I             1            0        It     1.44E+23              151.19
                                        AL'6  It  "          78               1           1           1             1            0        11     9..',4[+23            ist.19
                                        AUG   12  "          79           30          50           10               30           1        12     2.93E*25              132.13               74                 0.5                MIEN               Sw                NO
                                        AUG   13  90A        eo           e0o         5bo          440              1            0        12     2.83E+23              132.13
                                        AUG   til 90         BI           120         170          170           153             1        12     4.07E*25              136.1?               72                 1.7                RED                NN                NO
                                        AL16  15  90         B-1              I           I           I             1            0        11     3.49E+23              139.11
                                        AL16  16  90         03               1           1           1             1            0        11     3.4?E+21              138.11
                                        AV6   17  90         84               1           1           1             1            0        It     3.49E+23              138.11
                                        AU6   10  "          65               1           1           1             1            0        It     3.41E+113             138.11
                                        AUG   19  to         66           e.40        520          4eo           313             1        12     1.79E+26              154.09               70                     3              LON                No                YES
                                        AUG   20  "          07           1410        60           20               67           1        11     1.19E#26              144.47               70                     1              LON                WN                No
                                        ALI   21  "          el               I           I           I             1            0        12     B.,,4E424             119.00
                                        AUG   22  90         69               1           1           1             1            0        11     6.39E+22              116.37
                                        AL16  23  90                          1           1           1             1            0        10     1.07Et2l              126.61
                                        AV6   24  90         91               1           1           1             1            0        9      3.20E*19              146.95
                                        AUG   25  90         92               1           1           1             1            0        8      7.99E+17              17.1.91
                                        AUG   26  @O         91           "to         230          300           247             1        9      1.9?E*20              179.87               79                 1.3                H16H               SN                NO
                                        AUG   27  40         94           190         150          450           263             1        10     3.19E*22              186.96               72                 2.8                RED                  0               NO
                                        AUG   23  50         95               1           1           1             1            0        9      2.42+20               184.13
                                        4111  29  qO         96               1           1           1             1            0        0      6.24E+17              167.64
                                        AV6   30  90         97               1           1           1             1            0        0      6.24f*ll              167.64
                                        AUG   31  90         98               1           1           1             1            0        8      b.,14E#17             167.64
                                        SEPY    I "          99               1           1           1             1            0        6      6.24E+17              167.64
                                        SEPT    2 90         100              1           1           1             1            0        9      fi.,4E#I7             t67.64
                                        SEPT    3 10         101              1           1           1             1            0        8      6.24E+17              167.64
                                        SEPT 4    90         102          10          to           10               is           1        9      V.14E*16              123.37               70                     1              ZERO                 5               No
                                        SEPT 5    90         103              1           1           1             1            0        7      1.36E+14              104.53
                                        SiPT 6    90         104              1           1           1             1            0        7                            104.53









                               REAM 130 DAY SEMETRIC KEAN                               PAGE     3                    October 13, 1990



                                SEPT  7 90       105          1         1         1           1           0       7     1.36E*14          104.51
                                SEPT  9 90       106          I         I         I           I           0       7     1.36E+14          104.53
                                SEPT  9 10       toy          I         I         I           I           0       7     1.36b.14          104.3S
                                SEPT  to  90     IN           t         I         I           I           0       7     1.36E+14          104.53
                                SEPT  It  90     109          1         1         1           1           0       6     4.54E*12          128.70
                                SEPT  12  90     Ito          I         I         I           I           0       6     4.54E*12          128.70
                                SEPT  13  90  -  III          I         I         I           I           0       5     2.96E#10          124.27
                                SEPT  14  90     112          I         I         I           I           0       5     2.96E+10          124.27
                                SEPT  13  90     113          I         I         I           I           0       3     2.96E*10          124.27
                                SEPT  16  90H    114        170       ;70       300           1           0       3     2.96f,,10         124.27           62               4             ZERO            NO
                                SEPT  V   90     its          I         I         I           I           0       1     2.96E#tQ          U4.27
                                SEPT  19 90      IN           I         I         I           I           0       4     3.77E#01          87.17
                                SEPT  19  20     III          I         I         I           I           0       3     8.66E+05          95.32
                                SEPT  20  90     III          t         I         I           I           0       3     8.66E+03          95.32
                                SEPT  21  90     119          1         1         1           1           0       3     S.UM5             95.32
                                SEPT  22  90     120          1         1         1           1           0       3     8.66E+05          95.1Z
                                SEPT  23  9"     121        210       130       110           I           0       3     8.66E+05          95.32            50               5             ZEFO
                                SEPT  24  90     122          1         1         1           1           0       3     8.66E+03          95.32







                                     AACH7 30 DAY EHMETRIC nEAN                                P96E    I                    Septesbtr 07, 1990


                                           DATE       DAY$          If          c        E     MEAN ECUNT      0/1   RDOT    IF4C'.CRIAL      BED MEAN        H20 TEMP        WAVE MT.        BATHER LP      MIND DiR.        RAIN?

                                      MAY  26 90          1         1           1        1           1           0      0        1     EAR
                                      MY   27 90          2         1           1        1           1           0      0    I.OOEtOO  EAR
                                      RAY  28 10          3         to          to       10          10          1      1    I.O0E+OI           10.00             52                1            LON             so            NO
                                      NAY  29 "           4         150         200      180         177         1      2    1.77E+03           42.03             51                5            ZERO            NE            YES
                                      PAY  so "           5         1           1        1           1           0      2    1.77E#03           42.03
                                      44Y  31 90          6         1           1        1-          1           0      2    1.77E+01           42.03
                                      JUNE    01"         7         1           1        1           1           0      2    1.77E+03           42.03
                                      JUNE    ol 90       1         1           1        1           1           0      2    1.77E#03           42.03
                                      JUNE    03 90       1         1           1        1           1           0      2    1.77E+03           42.03
                                      JUNE    04 10       10        1           1        1           1           0      2    1.77E+03           42.03
                                      JUNE    03"         It        20          to       to          Is          1      3    2.36E+04           20.67             53                1            ZERO              S           NO
                                      JUNE    01 90       12        1           1        1           1           1      3    2.36E*04           211.0
                                      JUNE    17"         13        1           1        1           1           0      3    2.36E+04           28.67
                                      JUNE    Of"         14        1           1        1           1           0      3    2.36E+04           28.67
                                      JUNE    " 90        15        1           1        1           1           0      3    2.36E+04           20.67
                                      JUNE    to"         16        30          30       40          40          1      4    9.42E+05           31.14             50                3            ZERO            so            No
                                      JUNE    It"         17        20          20       0           27          1      3    2.31E407           30.20             so                2            ZERO            Am            No
                                      JUNE    12"         10        1           1        1           1           0      3    2.51E+07           30.20
                                      JUNE    13"         it        I           I        I           I           1      3    2.51E+07           30.20
                                      JUNE    14"         20        1           1        1           1           0      3    2.51E+07           30.20
                                      JUNE    13 90       21        1           1        1           1           0      5    2.51E+07           30.20
                                      JUNE    14 90       72        1           1        1           1           0      3    2.51E#07           30.20
                                      JUNE    17 90       23        20          10       to          is          I      i    3.35E+08           26,33             60             0.3             LON               5           No
                                      JUNE    11 90       24        220         110      140         137         1      7    3.23E+10           34.00             31                3            ZERO            Sm            No
                                      HIME    ii          ?5        1           1        1           i           0      7    !@?3E#I@           P-00
                                      JUNE    20          26        1           1        1           1           0      7    5.25E+10           34.00
                                      JUNE    21          27        1           1        1           1           0      7    5.22*10            34.00
                                      JUNE    22          28        1           1        1           1           0      7    5.25E*10           34.00
                                      JUNE    23          29        1           1        1           1           0      7    5.25E+10           34.00
                                      JUNE    24          30        400         400      230         343         1      a    I.BOE*tl           43.39             66                4            ZERO            No            No
                                      JUNE    25          31        20          30       10          20          1      9    3.60E#14           41.44             66                3            ZERO              v           No
                                      JUNE    26          32        1           1        1           1           0      1    3.60E*14           41.44
                                      JUNE    27 90       33        1           1        1           1           0      8    3.60E*13           49.50
                                      JUNE    28 90       34        1           1        1           1           0      7    2.04E+ll           41.27
                                      JUNE    29"         35        1           1        1           1           0      7    2.OiE+ll           41.27
                                      JUNE    30"         36        1           1        1           1           0      1    2.04E*ll           41.27
                                      JULY    I "         37        Ilo         50       20          30          1      9    1.02E#13           42.27             70                3            LON             Nv            so
                                      JULY    2 "         38        to          to       10          10          1      9    1.02E+14           36.02             72             0.3             LON             SK            No
                                      JULY    3 "         39        1           1        1           1           0      1    I.O2E+I4           36.02
                                      JULT    4 90        40        1           1        1           1           0      9    I.OZE+14           36.02
                                      JULT    5 10        41        1           1        1           1           0      6    7.65E#12           40.78
                                      JULY    6 10        42        1           1        1           1           0      8    7.65E#12           40.78
                                      ILLY    7 90        41        1           1        1           1           0      a    7.65E4,12          40.78
                                      JULY    9 90        44        40          10       40          30          1      1    2.2%+14            39.41             72                1            RED             sw            "a
                                      JULY    9 90        45        too         too      120         107         1      10   2.45E+16           43.54             72                             ZERO            Sv            YES
                                      JULY    10 90       46        1           1        1           1           0      9    6.12E*14           43.93
                                      JULY    11 90       47        1           1        1           1           0      8    2.2?E+13           46.78
                                      JULY    12"         48        1           1        1           1           0      8    2.29E*13           46.78
                                      JULY    13"         49        1           1        1           1           0      8    2.2qE+ll           46.78
                                      JULY    14"         50        1           1        1           1           0      6    2.119E+13          46.76
                                      JULY    15 90       51        70          90       120         93          1      9    2.14E*13           50.52             67                1            LON             so            NO



    --mmm m mm m M = m =

                                            BEAM 30 DAY MONTRIC MEAN                                            ME        2                         septelber   07, tq?O


                                            ILLY     16  TO     lz               31.0         270     230                            1        10    &.OOE+17               3f.93                be                 3.3               LOW                So                No
                                                                                                                     .80
                                            Al       IT  90     33               1            1          1             1             0        9     4.SOE#li               70.03
                                            JULY     to  If     34               1            1          1             1             0        1     2.87EM                 64.16
                                            ILLY     19  90     33               1            1          t             1             0        2     2.97EI-14              64.16
                                            JULY     ze  To     56               1            1          1             1             1        1     2.8TE+14               64.16
                                            Al       21  "      37               1            1          1             1                      1     2.87E+14               64.16
                                            JULY     22  "      51               64           ISO     170            137             1        9     3.92Efli               69.71                72                   1               ZERO               NE                YES
                                            JULY     23  "      59               130          ISO     120            to              I        It    MUM                    74.11                71                   2               ZERO               So                NO
                                            JULY     24  %      60               30           Be      30               be            I        Is    MOW?                   62.14                n                    I               LON                so                No
                                            40LV     25  "      fit              I            I          I             1             0        9     4.80E+16               71.36
                                            J(A.1    U          u                I            I          1                           0        9     4.IQE#lb               71-34
                                            JILY     v          63               1            t          1                           0        9     4.BDE*lb               71.36
                                            JILT     29  90     64               1            a          1                           0        9     4.$K*I&                71.36
                                            JILT     29  "      63               0            go      370            In              1        10    7.64E+16               77.32                12                 0.3               RED                No                No
                                            MY       30  90     66               2HO     2400         130                            1        It    1.7242                 tQ5.2Z               74                   1               LON                So                in
                                            JULY     31  "      fil              90           130     130            123             1        11    4. SX*22               114.23               72                 1.2               IERG               No                No
                                             A96     191        fil              16           10      10               10,           1        It    4.3X#22                114.23               70                 1.1               ZERO               RE                No
                                             AUS 2 "            it               10           to      to               to            1        12    4.32E423               93.24                74                 0.3               LON                No                No
                                             Aug 3 "            70               30           it      20               20            1        13    1.64E+24               12.83                72                   0               LON                No                No
                                             AU6     4          it               I            I          I             1             6        13    1.641+24               IL63
                                             Ago     3          n                390          420     344            511             1        14    4.46E*27               14.0                 70                 2.3               LON                So                he
                                             a       6          73               370          30      530            30              1        15    2.41E430               106.04               70                   3               ZERO               No                No
                                             Aul 190            74               1            1          1             1             4        14    I.OX421                114.05
                                             as      I"         73               1            1          1                           0        13    ?.SN*U                 116.0
                                             An f "             76               1            1          a                           0        13    7.3X+26                116.80
                                            A96      It "       77               1            1          1             1             4        13    7.3x*U                 111.80
                                            AUB      11"        71               1            1          1             1             4        13    Muf2b                  116.00
                                            Ats      12 IS      71               20           to      70               33            1        14    2.31E#28               106.90               74                 0.3               LON                so                No
                                            AU6      13 Too     So               tzoo         900     60               1             0        14    2.31E421               106.80               70                   1               ZERO                  N              me
                                            AM       14 To      it               80           60      so               43            t        14    1. 70E*28              103.88               72                 1.3               ZERO               No                No
                                            AUI      13"        82               1            1          1             t             0        13    6.OK*23                16.23
                                            We       li 90      13               1            1          1             1             0        Is    6.OK#25                96.25
                                            AN       17"        04               320          800        0           660             1        14    4.OX+21                110.44               70                   3               LON                No                YES
                                            Kra      Is"        83               1            1          1             1             0        14    4.OX#21                110.44
                                            AU6 It "            %                I            I          I             1             0        14    4.02E#n                110.44
                                            NA 24    If         1?               0            126     60               73            1        13    2.94E*30               107.47               70                 0.3               ZERO               No                No
                                            NA 21    To         a                I            I          I             1             0        14    2.13E+21               103.64
                                            A14 12   To                          I            I          I             1             0        13    1.34E#24               103.37
                                            AUB 23   "          90               1            1          1             1             0        12    2.37E*24               101.17
                                            AN 24    10         if               I            I          I             1             0        12    2.57E*24               108.17
                                            ALS 23   IS         92               1            1          1             1             0        12    2.5?E#24               106.17
                                            Aug      26 TO      93               230          3"      20             233             1        13    6.30E#26               U5.48                76                   2               W16H               So                No
                                            AN 27    TO         94               700     1400         520            els             1        14    5.68E+29               133.44               72                 2.5               LON                   v              No
                                            AN       21         93               1            1          1             1             0        13    3.47E+27               131.38
                                            AIDS     zi         16               1            1          1             1             0        12    1.36E*24               103.75
                                            Atra     SO 90      97               1            1          1             3             0        11    1.26E+22               102-13
                                            AUG      31 TO      IS               t            I          I             1             0        10    1.2bEi,21              128.65
                                            SEPT I   TO                          I            I*         I             1             0        9     1.26E#20               171.17
                                            SEPT 1              100              1            1          1             1             1        1     6.SIE4tl               223.66
                                            SEPT     I          M                I            I          I             1             4        1     6.31E+tl               221.86
                                            SE"      4          102              to           10      10               10                     1     1.22E*ll               136.72               70                 0.5               ZERO               So                NO










                                     BEACHS 30 DAY SECMETRIC MEAN                                          PAGE      I                        October 13, 1990



                                            DATE          DAYI              N            C         E       MEAN COUNT         Oil    ROOT      VACTORIAL           SEC MEAN           H20 TEMP           WAVE HT.            BATHER LD         WIND DIR.             RAIN?


                                       MAY  26    90          1             1            1         1                1           0         0        1       ERA
                                       MAY  27    90          2             1            1         1                1           0         0     I.OOE#00   ERR                                                                                                                                               t
                                       $AT  20    90          3          10          10            10               10          1         1     I.OOEql              10.00                32                    1                LOW                    SW            No                                     n
                                       FIAT 29    90          4          210         180           200              197         1         2     1.97E+03             44.35                51                    5                ZERO                   WE            YES                                    r
                                       1AY  30    "           5          20          10            to               11          1         3     2.62E+04             29.71                52                    2                ZERO                   WE            NO
                                       MAY  31    "           6          20          20            40               27          1         4     6.99E+05             28.92                56                    1                ZERO                   W             NO                                     F
                                       JUNE       01 90       7             1            1         1                1           0         4     6.19E+05             116.?2
                                       JUKE       02 90       a             I            I         I                1           0         4     6.91E+03             28.92
                                       JUNE       03"         9             1            1         1                1           0         4     4.99E+03             28.92                                                                                                                                   C
                                       JUNE       04"         to            I            I         I                1           4         4     6.99E+03             28.92
                                       JUNE       05"         it         50          30            10               30          1         5     2.IOE+O7             29.11                55                    3                ZERO                   s             NO                                     C
                                       JUNE       06 90       12         10          40            10               20          1         6     4.20E+06             27.36                30                 1.3                 ZERO                   sv            NO                                     f
                                       JUNE       07 90       13         10          to            20               13          1         7     5.59E+09             24.69                62                 0.5                 ZERO                   mv            NO                                     C
                                       JUNE       01"         14            1            1         1                1           0         7     5.SqE#09             24.69                                                                                                                                   t
                                       JUNE       09"         13            1            1         1                1           0         7     3.5iE+09             24.69
                                       JUNE       10"         16         20          to            30               20          1         8     I.I2E+II             1.4.05               56                    2                LOW                    Sv            NO                                     C
                                       JUNE       It"         17         00          60            100              80          1         9     0.95E#12             27.48                56                    2                ZERO                   NN            No                                     I
                                       JUNE       12"         is            I            1                          1                     9     1.951#12             27.48                                                                                                                                   t
                                       JUNE       13"         t9         20          10            10               is          1         10    I.I?E*14             25.57                63                    1                LON                    v             NO
                                       JUNE       14"         20         340         300           230              2"          1         It    3.46E+16             31.eo                to                 2.5                 LON                    so            No          z
                                       JUNE       13"         21            1            1         1                1           0         It    3.46E+16             31.08
                                       JUNE       I&"         22            1            1         1                1           0         11    3.46E+16             31.68
                                       aunt       11 TV       23         ZQ          10            10               13          1         lz    4.61t+11             IT.63                69                 9.3                 LUN                    b             1qu
                                       JUNE       19"         24         250         170           300              240         1         13    I.IIE+20             34.62                39                 4.5                 ZERO                   SK            No
                                       JUNE       19 10       25            1            1         1                1           0         13    I.IIE+20             34.62
                                       JUNE       20 90       26            1            1         1                1           0         13    I.IIE#20             34.82
                                       JUNE       21 90       727           1            1         1                1           0         13    I.IIE#,10            34.82
                                       J01E       22 90       28            1            1         1                1           0         11    I.IIE+20             34.82
                                       JUNE       23 90       29            1            1         1                1           0         is    I.IIE1,20            34.82
                                       JUNE       24 90       30         190         170           300              220         1         14    2.44E+22             19.72                66                    4                ZERO                   NN            40
                                       JL74E      25"         !1         30          10            30               21          1         13    3.69E+21             38.34                66                    2                ZERO                   v             No
                                       JUNE       26 90       32            1            1         1                1           0         15    5.69E#23             38.34
                                       JUNE       27"         31         30          20            20               23          1         15    1.33E+1.4            40.57                66                    2                LON                    SN            No
                                       JUNE       20 90       34         120         90            140              111         1         15    7.87E+23             39.18                68                    2                LON                    WE            No
                                       JUNE       229 90      115           1            1         1                1           0         14    5.90E+22             42.32
                                       JUNE       30 90       36            1            1         1                1           0         11    2.141E+21            43.83
                                       JULY       190         37         70          120           90               tj          1         14    2.07E#23             46.29                70                    2                LON                    SW            NO
                                       JULY       290         'A         170         40            10               73          1         15    1.31E#25             47.72                72                 0.5                 LON                    SN            No
                                       JULY       03 @Ofl     39         1200        30            70               1           0         15    1.51E+25             47.72                72                    2                NED                    9             No
                                       JULY       490         40            1            1         1                1           0         Is    1.51E+23             47.72
                                       JULY       390         41         70          40            50               53          1         15    2.69E+25             49.50                73                    1                NED                    HE            No
                                       IULY       690         42            1            1         1                1           0         14    1.31E+24             52.91
                                       JULY       790         41            1            1         1                1           0         is    I.OIE+23             59.82
                                       JULY 1     90          44         10          60            10               27          1         14    2.69E+114            55.59                72                    1                NED                    so            ND
                                       JULY       990         45         70          Ito           so               17          1         13    2.IX+26              57.26                72                    1                LON                    sv            YES
                                       JULY       10 90       46            1            1         1                1           0         14    l.t7E*23             fiI.Ts
                                       J% Y       it 90       47         40          90            50               60          1         14    8.72+24              60.40                71                 0.5                 LON                    N             NO
                                       JULY       12 90       48            1            1         1                1           0         14    8.?X,,24             60.40
                                       HILY       11 90       49            1            1         1                1           0         13    6.56E*23             67.91
                                       JULY       t4 q0       410           1            1         1                1           0         12    2.26E#21             60.110
                                       JLV61      11 90       31         so          70            330              210         1         13    4.75E+23             66.27                V                     I                ZERO                   Sv            .40









                                             BEACHO 30 DAY SECKTRIc RE;N                                        PAGE      2                        October 13, 1970



                                             JULY    16  90     52                210         240     300              250          1      14        1.19E#26             72.86                 68                   3                LOU                  Sv              No
                                             JULY    17  90     53                1           1         1              1            0      11        0.91E+24             83.03
                                             JULY    10  90     34                14          to      to               to           1      13        3.71E#23             65.02                 70                 1.5                RED                  No              NO
                                             JULY    19  90     53                10          10      to               to           1      14        1.71E+24             36.66                 70                   1                Log                  m               mo
                                             JULY    20  to     56                1           1         1              1            0      14        MIE44                56. al
                                             JULY    21  to     557               1           1         1              1            0      14        MIE+24               sfi.ea
                                             JULY    22  It     30                420         700     1200             773          1      13        2.87E#2?             61.69                 72                 1.3                LON                  NE              YES
                                             JULY    21  to     59                Ito         ISO     Ito              III          I      St        3.54E,,21            70.2%                 72                   2                IERQ                 so              KO
                                             JULY    24  to     60                50          to      20               33           1      16        8.39E#21             64.32                 73                   1                RD                   SN              NO
                                             JLLY    23  to     61                to          to      20               13           1      16        4.91028              62.11                 75                 0.5                RED                  N               NO
                                             JULY    24 14      62                14          20      to               40           1      t?        t.96E*14             60.32                 73                 0.2                in                   NE              NO
                                             JULY    27  to     61                1           1         1              1            0      16        0.41E*21             64.24
                                             JULY    21  to     64                1           1         1              1            0      13        7.2tE#24             0.71
                                             JULY    21  to     63                30          too     360              163          1      th        1. 1 K#29            63.60                 82                 0.3                .40                  No              NO
                                             RLY     30  "      66                20          464     200              2sl          1      17        2.93E#ll             71.03                 74                 0.3                1.011                Sv              No
                                             JULY    It  to     67                1           1         1              1            0      16        3.20E*2t             49.91
                                             AU6     190        68                10          10      10               to           1      16        CUM#                 61.63                 72                   2                LON                  NE              No
                                             ALI     2to        69                100         10        0              33           1      17        2.40E+30             61.24                 74                 0.3                RED                  ml              No
                                             AUB     3to        70                1           1         1              1            0      17        2.40E#30             61.24
                                             AU6     4to        71                1           1         1              1            0      16        4.4*E+20             61.77
                                             AUS     5to        72                1000        360     700              733          1      17        1.39E*lt             71.56                 70                 2.6                LIN                  Ev              No
                                             AUS     6to        73                400         700     600              567          1      Is        1.92E#34             80.28                 70                   3                LON                  NN              No
                                             AUS     Ito        74                1           1         1              1            0      17        7.2X42               65.66
                                             AUS     a90        75                Ito         40      so               103          1      17        IME032               96.53                 71                   1                RED                  )m              No
                                             AU6     fto        76                40          100     10               50           1      11        4.29E*14             13.93                 74                 0.5                no                   ME              No
                                             AVG     to 90      77                1           1         1              1            0      17        7.13E+32             05.63
                                             ks      it"        75                1           1         1              1            0      17        7.121,32             15.63
                                             Al.'s   12 90      79                to          20      40               23           1      18        1.67E*14             79.66                 74                 0.5                ?ED                  Sy              MO
                                             A. US   13 9011    00                1200        1000    700              1            0      18        1.67E,,34            M66                   70                 1.3                ZERRI                N               YES
                                             AUG     14"        St                190         200     70               153          1      to        1.22E+34             78.3                  72                 t.5                No                   N               NO
                                             AUS     Is 90      92                1           1         1              1            0      17        4.87E+ll             73.11
                                             A! Is   16 94      Is                I           I         I              1            0      17        4.87f#ll             73.11
                                             ACS     17 70      U                 I           I         I              1            0      U         M7E#3O               62.79
                                             AVG     is to      as                I           I         I              1            0      13        4.07E#2f             95.32
                                             AV'S    it 90      96                tool        1000    1000             NOO          1      16        4.87[+32             110.40                70                   4                LCV                  xv              NO
                                             KG      20 to      67                90          Ito     60               87           1      1?        4.2:E+"4             1.08.84               70                 0.3                LEV                  NW              NO
                                             ACS     21 90      sa                To          90      ISO              113          1      17        6.19E+33             97.22                 70                 1.5                LOV                  E               No
                                             AVG     22 to      99                Is          to      20               13           1      17        6.69E#32             03.29                 70                 0.3                ZEAO                 ME              No
                                             AN      23 to      90                10          to      10               to           1      17        1. 25E*32            77.29                 70                 0.3                LCK                  E               me
                                             AUS     1.4 90     91                10          210     to               63           1      11        7.84E+32             66.09                 72                 0.5                LON                  SE              NO
                                             ACS     23 90      92                1           1         1              1            0      la        1.96E+sj             90.32
                                             AUS     26 90      13                2"          Ito     30               10           1      17        2.lIE+ll             92.60                 76                 0.5                HISN                 Sm              NO
                                             ALIS    27 90      ?4                1000        540     400              647          1      to        1. SM4.36            104.37                72                 2.5                LC41                 v               No
                                             11.16   :9 90      95                1           1         1              1            0      U         1. 1 If+,,#          100.63
                                             AVG     It 90      q6                I           I         I              1            0      H         4.39E+31             94.99
                                             AUG     30 90      97                1           1         1              1            0      1&        4.39E#31             94.99
                                             AVG     31 to      98                1           1         1              1            0      13        MIND                 110.37
                                             SEPT    I"         99                                                                  0      14        7.9Sf#n              Its."
                                             IPT     Ito
                                                                too                                                    1            0      14        7.9K+ll              Its."
                                             SEPT    3to        101                                                                 0      14        MKI-n                Its."
                                                                                              10
                                                     90,        102                                                    13           1      14        1.41f#21             86.13                 70                 9-:                lull                 .4
                                             $EPT    Sgo        141"'
                                                                                                                                    4      11        2.4;E*24             75.21
                                                                                                                                           13        2.4%424              73.3








                                     BEACHO 30 DAY SEOMETRIC MEAN                               PAK       I                    October 13, 1950


                                      SEPT  7 90       los           I          I         I            1          0       Q      2.41E+22          73.32
                                      SEPT  8 90       106           1          1         1            1          0       11     4.82#20,          75.91
                                      SEPT  9 90       107           1          1         1            1          0       It     4.62*20           Mil
                                      SEPT  10  90     100           1          1         1            1          0       It     4.eSE+20          75.91
                                      SEPT  It  90     109           1          1         1            1          0       10     2.07E+19          95.42
                                      SEPT  12  90     Ito           I          I         I            1          0       10     2.07E+19          85.42
                                      SEPT  tl  90     111           1          1         1            1          0       9      1.35E*17          90.04
                                      SEPT  14  90     112           1          1         1            1          0       9      I.M47             80.04
                                      SEPT  13  To     ItS           I          I         I            1          0       9      I.,',5E#17        80.04
                                      SEPT  16  90     114         100        160       120            1          0       9      t.33E+ll          60.04              62               4              ZERO              HN             YES
                                      SEPT  17  90     111           1          1         1            1          0       9      1.,')3E+17        80.04
                                      SEPT  to  90     116           1          1         1            1          0       8      1.35E#14          !8.38
                                      SEPT  It  20     It7           I          I         I            1          0       7      t.36E+12          55.17
                                      SEPT  20  90     118           1          1         1            1          0       6      t.lTE+IQ          48.94
                                      SEPT  21  90     119           1          1         1            1          0       5      I.OT,E+09         63.47
                                      SEPT  22  "      120           1          1         1            1          0       4      1.03E+08          100.74
                                      SEPT  23  90     121         Ito        80        too            1          0       3      1.24E+04          107.31             so               5               LON              N              VES
                                      SEPT  24  90     122           t          I         I            1          0       3      1.24E*06          107.31



    -=mm mm mm mm mm mm= mm
                                          PEACH9 ;O 1AY SECIIETRIC REAN                                 FAEE     I                      September 01, 1990


                                                      DATE DAY1            v          c          I       mm MT           Oil     NUT      1FACTCKAL         6EO -NW           NZO TEFP.        VAVE HT.          SATPER LJ        NINO 21R.            AMIN?

                                          PAT         26"      I           I          I          I             I            0        0        1      ERR
                                          MAY         .17"     2           I          I          I             I            0        0    I.OOE*Ql   01
                                          nu          1.11 to  I           10         to         to            to           I        I    1.00E+01            10.00               52                  2              LON                 9
                                          no          it       4           10         60         30            63           1        2    6.32#02             23.17               31                  3              IUD                 K               VES
                                          it"                                                                               6        2    MUM                 23.17
                                          WAY         31 to    6           I          I          I             I            I        2    MIX001              23.11
                                          JIM[        #I to    I           I          I          I             I            I        2    6. IN402            23.17
                                          ja 02       "        I           I          I          I             I            9        2    6.39042             23.11'
                                          JIM[        is Von   9           110        IN         too           I            0        2    C INM               Z3.11,              30                  4              IUD                 so              14
                                          JUN         0"    to             I          I          I             I            I        2    6.3x#12             23.17
                                          JIM         03 to It             20         to                       IS           II       3    1. 4KI04            24.34                                   I              LON                 s               No
                                          Jw          06    12             1          1          1             1            0        3    1. 4K$O4            24.34
                                          am          ff    is             I          I          I             I            I        3    I.W004              24.34
                                          JUNE        41    14             1          1          1             1            0        1    1.411E44            24.54
                                          JUK         DO    13             1          1          1             1            0        3    I.48E##4            24.34
                                          Jw          to    I&             20         It         20            IT           1        4    2.46M               22.28               31                  2              IUD                 Sv              No
                                          Jw          11 90 V              0          30         70            47           1        3    t.t3E$41            23.111              51               2.5               IUD                 N               No
                                          JIM         12 to is             I          I          I             t            I        5    1.12017             23. 113
                                          Jw          IS    It             I          I          t             I            I        3    1.13P07             23. B
                                          JUNE        14    20             I          I          I             I            I        3    1.11407             23.113
                                          M           Is    21             1          1          1             1            0        3                        23.83
                                          JIM         14    zz             I          I          I             I            0        5    1.15E47             23.83
                                          AME         IT    21             10         to         to            10           I        &    I.IX041             22.03               61                                 Los                 5               No
                                          JUK         11    24             330        110        210          247           1        7    2.14foll            31.13               9                   4              LOV                 Si              No
                                          RINE        19    23             1          1          1             1            4        I    2.1104,46           31.13
                                          JUNE 20           26             1          1          a             I            0        IF   2.64[oll            31.13
                                          SL31E 21          21             1          1          1             1            1        7    2.84E'-If           31.13
                                          JUK         Z2    21             1          1          1             1            1        7    MU*%                St. 13
                                          ILK         ZS If 29             1          1          1             1            1        7    2.84E*11            31.11
                                          RINE Z4     "     30             lot        To         60            77           1        1    2.17E#IZ            34.83                                   4              IUD                 la              YES
                                          JLME        Z3 If It             go         so         46            so           a        I    t.GVE#14            S4.V                66                  I              LON                 v               NO
                                          JCK         26"   32             1          1          a             I            1        9    I.OIE#14            36.27
                                          Jw          vto   IS             a                                                         8    1.41PIS             42.41
                                          JUNE        21    34             1                                                         7    Watit. -            40.27
                                          JUK         it    33             1                                                         I    I.Mfll              40.27
                                          JLK         30    36             1          1          1             1            f        7    1.714,11            40.27
                                          XILY        I     37             so         30         130           17           I        1    1.3x*ls             43.44               .63                 3              LON                 N               No
                                          JULY        2 is  39             10         it                       0            1        9    I..16E#14           43.22               72                  I              LON                 so              No
                                          RLY         399   39             1          1          1             1            0        9    3. NE414            43.22
                                          RLY         4"                   I          I          I             I            0        9    3.26E#14            43.22
                                          JLILY       3 "   4 1            1          1          1             1            0        1    2.260-11            44.61
                                          RLY         &to   42             1          1          1             1            0        8    2.26E*13            46. a
                                          JULY        7 10  43             1          1          1             1            0        1    2.26E*13            46.61
                                          JULY        I90   44             to         la         to            17           1,       I    3.76E*14            41.63               72                  1              LON                 so              NO
                                          RILY        9to   45             0          so         40            43           1        10   1.63E*16            41.80               72                  1              LON                 St              No
                                          JULY        to 90 46             I                     I             I            0        9    9.77E#14            46.30
                                          JULY        I I"  q?             I                     t             t            a        I    MINS                46.23
                                          ALY         1 290                I                                                I        I    2.09[013            46.23
                                          MY          11 to                I                                                I        I    2.0?E#13            46.223
                                          1111        1 490 50             I                                                0        1    2.091#13            46.23
                                          ;txv        13 to 51             it         to         10            10           1        9    2.M#14              Zol                 67                  1              LON                 so              No






                                               -E.KN9 :0 DAY k"IF17RIC NEAM
                                                                                                                    FACE      2                         Septester   09, 1190


                                                JULY     16  to     52            160         70          80               101          1         10    2. 16f*l 6             43.01                be                   2               LON                   So                NO
                                                JULY     17  90     33              1           1           1              1            0         9     2.16E#13               30.37
                                                JuLl     to  To     14              1           1           1              1            1         8     8.77E#12               41.49
                                                JULY     19  90     33              1           1           1              1            0         8     0.77E4,12              41.49
                                                JtLY     20  90     56              1           1           1              1            0         0     1. 77E#12              41.49
                                                Jmv      21  "      37              1           1           1              1            0         0     1. 77E*12              41.49
                                                JLLY     22  "      30            410         600         1700             "1           1         9     7.9x*13                38.42                72                   1.3             Leo                   No                VES
                                                JULY     23  to     39            30          90          60               64           1         10    4.76E*ll               30.118               71                   2.3             ZERO                  so                NO
                                                JULY     24  90     60            120         40          360              171          1         10    I.OBE*ll               63.53                73                   1               LON                   So                NO
                                                JULY     23  to     fit             I           I                          1            4         9     2.12#16                63. 2?
                                                JIT      26  to     62              1           1                          1            0         9     2. 1 SE*16             43.27
                                                iml      27  "      fil             I           I                          1            0         9     2.12416                63.27
                                                JULY     21  "      64              1           1                          1            0         1     2.13E*16               63.27
                                                JULY     29  "      is            10          90          140              103          1         10    2.22E4,10              68.34                12                   0.3             RED                   I                 NO
                                                JLILT    30  to                   to          20          30               27           1         11    3.91#19                62. ?4               74                   0.3             Lao                   So                No
                                                JI.ILY   It         fil             I           I           1                                     10    7.71#17                61.49
                                                  AU6    I          be              I           1                                                 9     1.92016                64.50
                                                  Atli   2If        69              1           1                                       1         9     1.93E#16               64.50
                                                  A116   3to        70              1           1                                       1         9     1.93Esifi,             64.50
                                                  AUS    1          11              1           1                                       0         9     1.93E#16               64.30
                                                  AU6    3          72            330         2"          400              30           1         It    i.37E#ll               76.16                70                   2               LON                   So                NO
                                                  A116   &to        is            430         430         270              313          1         11    2.31#21                go. Z2               70                   3               Lev                   No                NO
                                                  AN     I111       74              1           1           1              1            0         10    I.IIE#20               104.21
                                                  Alto   190        73              1           1           1              1            4         9     3.49E*ll               HUY
                                                  Ats    9"         74              1           1           1              1            0         9     3.49E#ll               114.1f
                                                AUS 10 to           77              1           1                          1            1         f     3.49E+ll               114.39
                                                Me I I to           71              a           I                          1            1         9     3.4n*ll                114.89
                                                WS       12                       50          io          50               33           1         1.0   1. SK9#20              M.40                                      0.3             LON                   sm                m
                                                  AU6 11            60           1000         600         860              1            1         10    l.UE*ZO                106.40               70                   2               ZERO                  No                No
                                                AN       14         el            60          so          100              70           1         10    I.SOE+21               129.26               72                   1.3             LON                   0                 No
                                                AUG      Is         al              I           1                                       0         9     1.2fiEsIV              132.31
                                                AU6      16 90      83              1           1                                       0         T     1. 26E*19              132.31
                                                WA       V"         04              1           1                                       0         f     1.26E*if               132.31
                                                AUG      I Ito      83              1           1                                       1         1     1.26E+19               132.31
                                                Ats      19 TON     ei            270         290         290              1            0         9     1.26E+19               132.31               10                   3               ZEAD                  No                No
                                                ALS      20"        1?            50          40          50               47           1         10    3.90b,20               119.31               70                   1               LOV                   No                )m
                                                AU6      ZI"        Be              I           I                          1            0         9     6.SIE#17               93.34
                                                AM 22    "          89              1           1                          1            0         1     1.08E*16               101.02
                                                AUG      23 to      90              1           1                          1            1         7     6.26E43                93.32
                                                At%      24"        91              1           1                          1            0         7     fi.I.&E+13             93.32
                                                AU6 23   "          92              1           1                          1            1         7     6.26E*13               13.52
                                                AU6      116 to     vi            210         30          so               97           1         6     6.09+15                ISM                  is                   1.3             "16N                  So                No
                                                AUS      27 90      94            50         1300         430              393          1         9     3.39VII                113.26               72                   2.3             LON                   0                 No







                                      MILLROAD 30 DAY GEGRETRIC MEAN                             P46E    t                    September 0% 1990


                                                  IATE  Dayl          v                    f     MEAN COUNT      0/1  ROOT     #FACTCRIAL       6ED MAN         KID TEMP.       WAVE MT.        RATHER LD       MIND DIR.         RAIN?

                                        "Al       26 90    1                                           1           0      0        1      ERR
                                        "AV       27 10    2          1                    1           1           0      0     1.00E#00  ERR
                                        WAY       28 10    3          to      260          10          93          1      1     9.3x#oI           93.33             32              0.3            ZERO            SM              No
                                        RAW       29 90    4          140     t7o          so        130           1      2     1.21E+04          110.15            51                5            ZERO            ME              YES
                                        MAY       30 90    3          1         1          1           1           0      2     1.21E404          110.0
                                        MAY       31 90    6          1         1          1           1           0      2     1.21E#04          110.13
                                        JUNE      ol 90    7          1         1          1           1           0      2     1.21E+04          110.15
                                        JUNE 42   90       a          I         I          I           1           0      2     1.21E+04          110.15
                                        JUNE      03 10    9          1         1          1           1           0      2     1.21E+04          Ito.ts
                                        31K       04 10 10            1         1          1           1           0      2     1.21E+04          110.13
                                        JUNE      011 to It           30      20           20          23          1      3     2.03E+03          63.66             55                2            ZERO              5             No
                                        JUNE      06 90 12            1         1          1           1           0      3     2. ex +05         65.66
                                        JUNE      ol    13            1         1          1           1           0      1     2.82#03           65.66
                                        JUNE 01         14            1         1          1           1           0      3     2.8X+05           63. "
                                        JUNE "    14    13            1         1          1           1           0      3     2.83E+03          63.66
                                        JUNE      to 90 16            20      10           50          27          1      4     7.33E+06          52.42             so              2.3            ZERO            Sv              NO
                                        JUNE      11 10 17            60      40           20          40          1      5     3.0100            41.66             58                2            ZERO            NN              NO
                                        JUNE      12"   to            I         I          I           1           0      3     3.0a+01           49.64
                                        JUNE      13 90 19            1         1          1           1           0      3     3.09+01           49. "
                                        JUNE      14 90 20            1         1          1           1           0      3     s.ox+0l           49.66
                                        JUNE      15 10 21            1         1          1           1           0      5     3.01#01           49.66
                                        JUNE      16"   22            1         1          1           1           0      3     3.01#0            4T.0
                                        JUNE      17 90 23            20      30           20          23          1      &     7.05E409          43.79             60              0.3            LOW               s             No
                                        JUNE      to 90 24            260     ISO          230       230           1      7     1.6A+12           55.49             59              3.3            ZERO            59              NO
                                        JUNE      11 90 23            1         1          1           1           0      7     I.fix*Iz          53.41
                                        JLVE      20"   26            1         1          1           1           0      7     1.61#12           55.49
                                        JUNE      21"   27            1         1          1           1           0      7     I.bX*12           53.49
                                        JUNE      n90   26            1         1          1           1           0      7     1.6x*tz           55. "
                                        JUNE      23 90 29            1         1          1           1           0      7     1.62E#12          33.49
                                        JUNE      24 90 so            130     100          130       120           1      8     t.94E#14          61.11             66                4            ZERO            xv              go
                                        JUNE 25   90    it            so      so           20          33          1      9     6.45E+13          37.13                               3            ZERO               v            NO
                                        JUNE      26 90 32            1         1          1           1           0      9     6.48E#13          57.13
                                        JUNE      27 90 33            1         1          1           1           0      a     6.12#13           53.73
                                        JUNE      140 10 34           1         1          1           1           0      7     3.34E+11'         47.36
                                        JUNE      27 90 33            1         1          1           1           0      7     3.34E*ll          47.34
                                        31XE      so 90 36            1         1          1           1           0      7     5.34E*ll          47.36
                                        JULY      190   37            220     320          350       297           1      8     1.59E#14          39.57             10                1            ZERO            sw              NO
                                        JULY      290   39            90      20           10          40          1      q     4.14E+15          56.99             72              0.5            LON             sm              NO
                                        JULY      390   39            1         1          1           1           0      9     6.34E+15          56.99
                                        JULY      4"    40            1         1          1           1           0      9     6.34E+13          56. "
                                        JULY      390   41            1         1          1           1           0      9     2.72E+14          63-72
                                        JULY      6to   42            1         1          1           1           0      8     2.72E+14          63.72
                                        JULY      710   43            1         1          1           1           0      8     2.72E+t4          63.72
                                        JULY      890   44            10      to           10          to          1      9     2.72E+13          31.97             72                1            LON             SW              No
                                        JULY      990   43            so      80           60          73          1      10    I.q9E+I7          ". 70             72                1            LOW             Sv              YES
                                        JULY      to 90 46            1         1          1           1           0      9     7.47E+15          39.04
                                        JULY      It 90 47            1         1          1           1           0      1     1,97E#14          60.80
                                        JILT      12"   48            1         1          1           1           0      8     1.87E*14          60.60
                                        JULY      13 90 49            1         1          1           1           0      8     1.07E+14          60.80
                                        JULY      14 to 50            1         1          1           1           0      8     1.07E414          60.80
                                        JULY      13 90 st            40      10           to          40          1      1     7.47E,45          51.04             V                 I            NED             so              NO






                                              .iILLOCAD  50 DAY  BEDAETRIC MEAN                                   PACE     Z                                      01. 1390



                                              JLLY     16 90     52            320         1440        @140             467           1        10     3.4%*18               71.49                68                 2.5               LON                 So                 No
                                              JULY     17 90     53              1            1           1             1             0        9      1.49E#17              80.96
                                              JULY     11 10     54              1            1           1             1             0        6      6.50E+14              71.05
                                              JULY     19 90     53              1            1           1             1             0        8      6.50E+14              71.03
                                              JULY     20 90     56              1            1           1             1             0        8      6.SOE+14              71.03
                                              MY       21 90     37              1            1           1             1             0        6      6.50E*14              71.03
                                              XLY      22 90     58            600         560         40               4"            1        9      2.60E+17              66.10                72                 1.3              ZERO                 NE                 YES
                                              JULY     N 90      59            Ho          70          10               to            1        10     2.34E+If              86.48                71                    1              LON                 So                 No
                                              MY       24 90     60            30          50          30               43            1        10     8.45E*11              78.10                72                    1              LON                 so                 No
                                              JULY     23 90     61              1            1           1             1             0        9      2.5n+17               05.83
                                              JmT      zi"       62              1            1           1             1             0        9      2.sx+Il               63.03
                                              MY       27 to     63              1            1           1             1             0        9      2.53E*17              85.85
                                              JULY     28        64              1            1           1             1             0        9      2.53E017              83.63
                                              MY 29              63            30          90          130              63            1        10     2.IIE#IV              83.60                02                 0.3               LON                   v                Ito
                                              JULY     30        66            340         70          100              170           1        11     3.39E+21              91.11                74                 0.3               LON                 sw                 No
                                              JULY     31        67              1            1           1             1             0        10     1.21E+19              BO.qb
                                               AU6     1         69              1            1           1             1             0        9      3.02#17               87.36
                                               AU6     2         fit             I            I           I             1             0        9      3.03E+17              Bl.U
                                               AU6     1         70              1            1           1             1             0        9      3.03E417              07. u
                                               A06     4to       if              I            I           I             1             0        9      3.O3E*Il              al. u
                                               Aus     3"        72            1200        540         500              747           1        10     2.26E#20              108.49               70                 2.3               LON                 So                 NO
                                               AU6     i"        n             360         250         210              273           1        11     6.17E+22              116.00               70                    3             ZERO                 No                 NO
                                               NA      7"        74              1            1           1             1             0        10     6.17E#21              t5t.03
                                               AU6     a"        73              1            1           1             1             0        9      1.42E+19              163.0
                                               AUG     9"        76              t            t           I             1             0        It     8.4x+I?               163.63
                                              AUG      10"       77              1            1           1             1             0        9      1.4X+19               163.43
                                              AM       it to     78              1            1           1             1             0        9      1.42EM                163.65
                                              AU6      12"       79            10          50          to               23            1        10     t.96E*21              IS4.69               74                    1              PIED                so                 NO
                                              ks       Is to"    eal           520         300         240              1             0        10     1.96E*21              134.69               70                 1.8              ZERO                   N                YES
                                              VA       14        st            90          "bo         140              163           1        10     8.02E#21              153.03               72                 1.2              ZERO                 51                 NO
                                              AUG      13        82              1            1           1             1             0        9      1.72E#I?              U7.17
                                              AU6      I& to     83              1            1           1             1             0        9      1.72E#19              137.17
                                              AUG      17"       64              1            1           1             1             0        9      1.72E#19              137.17
                                              Aus      to"       83              1            1           1             1             0        9      1.72E*19              137.17
                                              A116     It VON    86            700         1700        too              1             0        9      1.72E#19              137.17               70                    4             ZERO                 No                 No
                                              AN       20 10     87            60          60          70               63            t        10     1.09E+21              126.97               70                    1              Lou                 No                 No
                                              AL16     21"       Be            50          so          50               W             1        10     1.36E#20              103.13               70                    1              LON                   E                No
                                              AUS      22"       89              1            1           1             1             0        9      1.3]E+18              104.70
                                              AU6      21"                       I            I           I             1             0        0      3.4qE+16              116.91
                                              AL16     24"       it              I            I           I             1             0        9      3.49E#16              116.91
                                              A06      2S 10     92              1            1           1             1             0        8      3ME016                116.91
                                              A06      126"      93            10          40          120              57            1        9      1.98E#11              107.07               76                    1             B16H                 so                 No
                                              AU6      27"       94            310         340         340              330           1        10     6.53E#20              120.63               72                    2              LON                   v                NO






                                       LTHOUSE !0 DAY EUPETRIC lEAN                               FAEE     I                    5.1ptesbef 09, 1990


                                            DATE        DAY#            N         C         E      REAM COUNT     0/1    ADGI    #FACTORIAL        BEO MEAN        M20 TEMP.       WAVE HT.        BATHER LD       WIND Dill.        RAIN?

                                         MAY 26             1           1         1         1           1            0      0        1      ERR
                                         PAY 27             2           1         1         1           1            0      0     1.00E+00  ERR
                                         MAY 26             3           to        10        10          10           1      1     I.oOE+0I           10.00            32                2             LON              sw             .40
                                         PAY 29             4           70        60        90          73           1      2     7. 3X+02           27.08            31                3             ZERO             WE             VES
                                         RAY 30 90          5           1         1         1           1            0      2     7. 3X+02           27.08
                                         RAY 31 90          6           1         1         1           1            0      2     7.33E+02           27.08
                                         JUNE   01 90       7           1         1         1           1            0      2     7. 3X+02           27.08
                                         JUNE   02 90       0           1         1         1           1            0      2     7.33E+02           27.08
                                         JUNE   03 90       9           1         1         1           1            0      2     I.SX+02            27.01
                                         JUNE   04 to     10            1         1         1           1            0      2     I.SX+92            27.08
                                         JUNE   03 90     It            10        20        20          17           1      3     1.2x+04            23.03            33              1.3             LON                s            No
                                         JUNE   06"       12            1         1         1           1            0      3     1.22E+04           23.03
                                         JUNE   ol 90     13            1         1         1           1            0      3     1. 2X+04           23.03
                                         JIUME  01 90     14            1         1         1           1            0      3     1.22E+04           23.03
                                         JUNE   09 to     is            I         I         I           1            0      3     I.2X#04            23.03
                                         JUNE   10 90     16            20        20        40          27           1      4     3.26E+03           23.01            so                I             LON              su             No
                                         JUNE   It 10     17            60        40        20          0            1      3     1.30E+07           26.49            9                 2             ZERO             No             NO
                                         JUNE   12 90     18            1         1         1           1            0      5     1.30E+07           26.49
                                         JUNE   13 90     19            1         1         1           1            0      5     1.30E+07           26.49
                                         ME     14        20            1         1         1           1            0      3     1.30E*07           26.49
                                         JUNE   15        21            1         1         1           1            0      3     1.30f+oy           26.49
                                         JUNE   14 90     22            1         1         1           1            0      3     1.30E+07           26.
                                         JUNE   17 90     23            10        to        10          to           1      6     I.SOE+09           22.52            60              0.3             LON                s            No
                                         JUNE   10 90     24            530       3"        420         423          1      7     S.SZE+10           34.24            st                3             ZERO             so             No
                                         JUNE   It 90     23            1         1         1           1            0      7     3.52E+10           34.24
                                         JUNE   20 90     26            1         1         1           1            0      7     5.5x*Io            34.24
                                         JUNE   21 to     27            1         1         1           1            0      7     3.52E*10           34.24
                                         JUNE   22 90     20            1         1         1           1            0      7     3.52E*10           34.24
                                         JUNE   23"       29            1         1         1           1            0      7     5.52E*10           34.24
                                         JUNE   24 90     30            190       140       too         143          1      0     7.91E+12           40.93            66                3             ZERO             NN             No
                                         ;UKE   23 90     31            20        10        A^O         17           1      9     1.32E+14           17.06            66                2             ZERO               w            No
                                         JUNE   26 90     32            1         1         1           1            0      9     1.3x+14            37.06
                                         JUNE   27        33            1         1         1           1            0      8     1.3,"E+13          43.63
                                         JUNE   21 90     34            1         1         1           1            0      7     I.BOE*lI           40.53
                                         JUNE   229 90    35            1         1         1           1            0      7     I.8DE*II           40.53
                                         JUNE   30"       36            1         1         1           1            0      7     I.8OE+II           40.53
                                         JULY   1 90      37            70        70        70          70           1      8     1.26E+13           43.40            70                3             LOW              so             No
                                         JULY   2 90      36            30        30        to          23           1      7     2.94E*14           40.51            72              0.5             LON              sw             No
                                         JULY   3 90      39            1         1         1           1            0      9     2.94E+14           40.51
                                         JULY   4 90      40            1         1         1           1            0      9     2.94E+14           40.51
                                         JULY   3 to      41            1         1         1           1            0      a     1.76E*13           45.26
                                         JULY   6 90      42            1         1         1           1            0      8     1.76E*13           45.26
                                         JULY   7 90      43            1         1         1           1            0      a     1.76E*13           45.26
                                         JULY   8 90      44            to        10        10          10           1      9     1.76E*14           38.27            72                1             LON              so             NO
                                         JULY   9 90      41            go        40        Ito         77           1      10    1.35E+lk           41.03            72              1.3             LON              sm             No
                                         JULY   to 90     46            1         1         1           1            0      9     5.07E+14           43.04
                                         JLLY   11 90     47            1         1         1           1            0      a     1.27E4,13          43.43
                                         JULY   12 90     40            1         1         1           1            0*     1     1.27E+13           43.43
                                         JULY   13 to     49            1         1         1           1            0      9     1.27E+13           43.41
                                         JULY   14 90     so            I         I         I           1            0      8     1.2?E+13           43.43
                                         JULY   13 90     51            410       10        10          Is           1      9     1.69E*14           39.09            67                1             ZERO             sv             NO








                                                L14CUSE 30 DAY 6ESIETRIC MPAN                                     PAGE      2                         September    09, 1990


                                                JULY  16  90       52           170         ISO         220            190             1        to     3.21E+16              44.73                66                    2               LOW                SW               NO
                                                JULY  17  90       53              1            1          1             1             0        9      3.21E+tl              52.91
                                                JtLY  18  90       34              1            1          1             1             0        8      7.,BE+12              40.73
                                                JULY  it  to       51              1            1          1             1             0        9      7.58E+12              40.73
                                                JULY  20  90       56              1            1          1             1             0        8      MeE+12                40.73
                                                JIXT  21  90       37              1            1          1             1             0        8      7. IK+12              40.73
                                                JULY  22  90       58           320         304         190            337             1        9      2.55E#15              31.31                72                    1.3             ZERO               NV               YES
                                                JULY  23  90       39           60          90          100              03            1        10     2.11+11               34.03                71                    2.2-            LOW                SN               No
                                                JULY  24  90       60           30          so          50               43            1        10     6.42#16               47.111               73                    0.3             LON                SW               NO
                                                JULY  23  "        61              1            1          1             1             0        1      3.86E*is              53.13
                                                JULY  26  90       62              1            1          1             1             0        9      3.86E*ls              33.93
                                                JMT   2T  10       63              1            1          1             1             0        9      3.86E+13              33.93
                                                JULY  20  90       64              1            1          1             1             0        9      3.86E*ls              53.11
                                                AT    29  90       65           70          20          to               33            1        10     1.2?E#ll              51.39                62                    0.3             RED                Nv               NO
                                                JULY  30  90       66           40          10          20               23            1        11     3.OE*ll               47.83                74                    0.3             LON                SN               No
                                                JILY  31  90       67              1            1          1             1             0        10     4.29E+16              46.03
                                                AUB   I "          be              I            I          I             1             0        9      1.84E#13              49.66
                                                A116  2 90         69              1            1          1             1             0        9      1.84E415              49.66
                                                AU6   3 to         70              1            1          1             1             0        9      1.84E+15              49.6k
                                                AM    4 to         71              1            1          1             1             0        9      1.841415              49.66
                                                AUB   5 "          72           70          220         330            207             1        10     MONT                  37.21                70                    2               LON                SN               No
                                                A116  6 "          73           470                     380            380             1        it     1.44E#20              66.02                70                    3               ZERO               NN               No
                                                AU6   7 to         74              1                       1             1             0        10     1.441+19              82.40
                                                AUS   I to         75              1                       1             1             0        9      1.88E+17              03.04
                                                AUS   9 "          76              1                       1             1             0        9      I.BBE#17              83.06
                                                AU6 10  to         n               I                       I             1             0        9      1.11BE47              83.Ob
                                                Aus 11  90         76              1                       1             1             0        9      1.116E+17             83.06
                                                Aurs 12 to         79           20          10          to               is            1        10     2.SIE#ll              69.17                73                    1               NED                sv               No
                                                AUG 13  9011       80           too         390         630              1             0        10     2.51f4ill             69.17                70                    2               ZERO               Mv               YES
                                                kl6 14  to         111          40          tic         so               67            1        30     1.23E+19              81.23                72                    1.5             LOW                S11              No
                                                Ats Is             82              1            1          1             1             0        7      6.60E+lb              73.93
                                                AM  16             93              1            1          1             1             0        9      6.60E+14              73.93
                                                AUG 17  to         84              1            1          1             1             0        9      6.60E+16              73.93
                                                AU6 18  90         Is              I            I          I             1             0        9      6.60E*16              73.93
                                                AM  19  9011       86           370         430         260              1             0        9      6.60E+li,             73.91                To                    5               ZERO               NV               No
                                                AUG 20  "          87           tic         60          40               70            1        10     4.62E+ll              73.33                70                    1               ZERO               NN               NO
                                                Me  21  90         80              1            1          1             1             0        9      1.37Ei,16             62. "
                                                AU6 22  "          89              1            1          1             1             0        8      1.&SE+14              39.83
                                                Aus 23  "          90              1            1          1             1             0        7      3-80E*12              62.60
                                                AU6 24  90         It              I            I          I             1             0        T      MOE412                bl.bl
                                                AL16 25 90         92              1            1          1             1             0        7      3.BOE#12              62.68
                                                AUG 26  90         93           10          to          20               20            1        6      7.60E+13              34.34                78                    1               HIGH               SN               No
                                                AUG 27             94           20          so          20               23            1        9      1.77E+15              49.47                72                    2               LON                  W              No









                                BE@C410 30    DAY 6EC*,ETR!t MEAN                             PA6E     I                       October 13, 1910


                                      DATE        DAY$           I          C          E      MEAN COGNT       0/1   ROOT      IF-MCCRIAL        GEO MEAN         M20 TEMP.        WAVE WT.         BATHER LD        VIND BUR.           RAIN?

                                  MAY 26  90         1           1          1          1            1            0       0         1      E;R
                                  MAY 2?  90         2           1          1          1            1            0       0     I.QOE#00   E;R
                                  RAY I'll 90        3           to         to         to           10           1       1     I.OQE+01           10.00               52                 1              LCV                sm              NO
                                  MAY .19 90         4           70         100        70           eo           1       2     1.00E+02           29.419              it                 5              ZERO               4E              YES
                                  PAY so  90         5           10         10         to           10           1       3     8. 00E+03          20.00               st                 '.5
                                                                                                                                                                                         I              IEFO               ME              NO
                                  PAY 31  90         6           10         10         to           10           1       4     B.OOE*04           16A2                34                 0.5            ZERO               W               NO
                                  JUNE    ot 90      7           1          1          1            1            0       4     8.00E+04           16.02
                                  JUNE    02 90      8           1          1          1            1            0       4     8.00E*04           16.92
                                  JUNE    03 400     9           130        50         100          1            0       4     O.OOE+04           16.02               30                 4              ZERC               Sm              No
                                  JUNE    04 90    10            1          1          1            1            0       4     1.00E+04           16.92
                                  JVME    05 90    It            30         30         20           27           1       3     2.13E+06           19.44               35                 1.5            ZERO               S               NO
                                  JUNE    06 90    12            10         to         to           10           1       6     2.IX+07            16.63               38                 0.5            IERO               sw              %G
                                  JUNE    07 90    13            to         20         10           13           1       7     2.04E+08           16A3                61                 0.5            ZERO               MW              NO
                                  JUNE    09 90    14            1          1          1            1            0       7     2.84E+08           16.13
                                  JUNE    09 90    15            1          1          1            1            0       7     2.0441             16.13
                                  JUNE    10 90    16            so         40         20           30           1       1     B.31#09            17.43               59                 0.3            ZERO               sv              No
                                  JUNE    11 90    17            20         20         40           27           1       9     2.20E+ll           19.29               58                 2.5            ZERO               NV              NO
                                  JUNE    12 90    to            I          I          I            1            0       9     2.29E+II           19.28
                                  JUNE    13 90    19            10         to         10           to           1       10    2.18E+12           17.21               62                 0.5            LON                v               No
                                  JUNE    14 90    20            390        490        610          497          1       11    I.IX415                                38                 1              LON                sm              No
                                  JLVE    15 90    21            t          I          t            1            4       It    I.Inits            23.36
                                  JUNE    th 90    22            1          1          1            1            0       11    1.13E*13           23.36
                                  ME      1? 90    23            to         to         !.A          410          Is      144,  a, . I X I Is I                                                          LON
                                  JUNE    18 iO    24            380        350        430          187          1       13    4.37E#I;           27-;@               59                 2.5            ZERO               'I
                                  JUNE    19 io    23            1          1          1            1            0       13    4.37E+18           27.16
                                  JUNE    20 90    26            1          1          1            1            0       13    4.3?E+ll           27.16
                                  J`ME    21"      27            1          1          1            1            0       11    4.37E+ll           27.16
                                  JUNE    22 90    29            1          1          1            1            0       13    4.37E+ll           27.16
                                  JUNE    23 90    29            1          1          1            1            0       13    4.37E+19           27.16
                                  WE      224 90   30            200        too        140          147          1       14    6.4&E*20           30.63               66                 2.5            ZERO               NN              YES
                                  JBE     25 90    31            45         20         es           so           1       13    3.20E+22           31.65               66                 1              LCK                W               NO
                                  JUNE    26 90    32            1          1          1            1            0       13    3.20E#22           31.63
                                  JUNE    27 90    33            40         10         20           23           1       13    7.46E+22           33.49               66                 1              Z EIRO             S               NO
                                  JUNE    2 a90M   34            90         70         160          1            0       14    9.3!1*20           31.47               68                 4.5            ZERO               ME              NO
                                  JUNE    29 90    33            1          1          1            1            0       13    9.35E*19           34.37
                                  JUNE    30 90    36            1          1          1            1            0       12    9.311+10           38.10
                                  JULV    I to     37            700        500        360          $20          1       13    4.86E+21           46.58               70                 3              LON                No              NO
                                  JULY    11 90    ia            20         20         30           23           1       14    1.13E*23           44.34               72                 1              LOW                sl              No
                                  JULY    3 ion    39            to         10         1            1            0       14    1. lx#23           44.34               72                 2              RED                w               No
                                  ALY     4 90     40            1          1          1            1            0       14    1.13E+23           44.34
                                  JULY    5 90     41            20         so         40           30           1       14    1.2eE+13           44.71               ?4                 1              RED                NE              .40
                                  3ULY    6 90     42            1          1          1            1            0       lj    I.20E+22           110.17
                                  MY      7 90     4]            1          1          1            1            0       12    9.57E+20           36.03
                                  JULY    8 90     44            to         10         10           to           1       13    9.57E+21           49.07               72                 0.5            RED                SN              No
                                  JULY    9 90     45            50         40         40           43           1       14    4.15E+23           48.64               72                 0.5            LON                5w              so
                                  JULY    10 90    16            1          1          1            1            0       13    1.39E#22           50.48
                                  JULY    it 40    47            too        1140       190          137          1       13    7.08E+22           V.24                70                 0.5            LCI                N               NO
                                  JULY    12 90    48            1          1          1            1            0       13    7.01E+22           57.24
                                  ,ULY    13 Go    44
                                  J                              I          I          I            1            0       11    7.01E#ll           6b.20
                                  JULY    14 130   50            1          1          1            1            o       u     1.4m.19            55-12
                                  JULY    15 ?0    51            10         so         AD           33           1       12    4.7!E+Z0           52.96               67                 1              LGV                                NO








                                     BEACHIO 30 DAY SEGMETRIC MEAN                                        PAK        2                       Octobtr 13, 19?0


                                      JULY        th 90   52            190         210         190              197          1       13       9.35E+22              56.46                68                   2                LOW                  SW                 NO
                                      ifty        17 90   53              1           1             1            1            0       11,      I.I'E+21              57.75
                                      JULY        Is 90   9             10          40          10               20           1       12       4.04E+20              52.93                71                   0                HIE"                 NW                 NO
                                      JULY        19 90   55            to          to          20               Is           1       13       6.45E+21              47.60                70                   0.5              ZERO                 w                  No
                                      JULY        20 90   56              1           1             1            1            0       13       6.4l.E+21             47.bO
                                      JULY        2t 90   57              1           1             1            1            0       13       6XE+21                41.60
                                      JULY        22 90   58            770         TAN         2600             743          1       14       4.60E*"4              37.94                72                   1                LOW                  RN                 VES
                                      h'L V       23 90   59            9           10          20               30           1       Is       1.44E+2b              555.45               71                   2                ZEPO                 SW                 No
                                      .3 Lq. 1    24 90   bo            to          to          40               20           1       is       1.97E+25              4a.53                71                   1                LON                  Sw                 .40
                                      JULY        23 30   61            40          to          so               33           1       13       1.31E+115             47.26                74                   0.3              RED                  N                  NO
                                      BLY         .16 90  62            1.0         30          10               30           1       lb       3.93E*26              45.94                73                   0.5              RED                  NE                 40
                                      JULY        21 GO   63              1           1             1            1            0       15       1.6eE+25              48.06
                                      JULY        29 50   64              1           1             1            1            0       Is       1.6EE+25              48.06
                                      JULY        29 90   65            so          190         so               117          1       16       1.97E+21              50.80                82                   0.5              %.ED                 .4v                40
                                      illy        7.0 90  66            to          to          to               to           1       17       1.97E+28              46.17                74                   0.5              LOW                  59                 .40
                                      JULY        31 90   67              1           1             1            1            0       16       3.7BE+25              39.68
                                        pus       190     69            10          10          60               27           1       16       4.32E+25              40.01                71                   4                LON                  NE                 .40
                                        AUS       2to     69            70          20          40               43           1       17       1.87E+27              40.20                74                   0.5              RED                  a                  NO
                                        AU6       1       70              1           1             1            1            0       17       1.87E#21              40.20
                                        ADS       4to     71              1           1             1            1            0       16       6.24E+25              40.94
                                        AU6       5to     72            1900        2100        Boo              1600         1       11       9.98E#28              50.80                70                   1                LON                  Sw                 No
                                        AUG       ito     73            41,90       400         240              310          1       Is       3.09E,".1             56.17                70                   3                LCv                  mm                 No
                                        A06       7to     74            so          so          60               63           1       Is       1.96E+32              62.23                72                   1.3              LON                  SW                 4
                                                                                                                                                                                                                                                                        .0
                                        AU6       890     73            30          40          20               so           I       is       t.36E*32              60.97                lz                   0.5              IERC                 NOW                No
                                        Pis       990     76            60          10          180              63           1       19       I.ISE*34              61.90                71                   4                LON                  WE                 NO
                                      AUS         10 90   77              1           1             1            1            0       18       0.27E*31              39.32
                                      ALIS        11 90   78              1           1             1            1            0       is       8.27E+31              59.32
                                      ALS         12 90   79            20          60          360              147          1       19       1.21E+',4             62.22                75                   0.5              LON                  Sm                 No
                                      Aul;        13 to   eo            1700        )Boo        1!00             1667         1       20       2.02E+jl              73.33                70                   2.5              ZERO                 NN                 No
                                      ALIS        14 90   at            60          90          220              123          1       2 0      7.4EE+31              78.429               73                   1                LON                  Sw                 No
                                      ktG         IS 10   92            140
                                                                                    ,10         ITO              170          1       20       6.47Et37              77.T2                73                   1.5              LON                  so                 %a
                                      AV6         16 90   93            110         60          60               77           1       21       4.96E*39              77.67                is                   1.5              LON                  @v                 No
                                      Ail         17 70   e4            40          too         70               70           1       21       t.74E+40              82.41                72                   0                ZERO                 0                  No
                                      AVS         19 90   65              1           1             1            1            0       20       1.30E+J9              90.31
                                      AC-3        19 90"  eb            2.10        1140        130              1            0       410      1.SOE#39              90.31                70                   6                ZERO                 mm                 NO
                                      AUS         20 90   87            Ito         20          20               30           1       21       6.SIE#40              87.00                69                   1.5              LON                  No                 No
                                      43          21 90   ps              I           I             I            1            0       20       8.74E+37              79.90
                                      All         22 90   9?              1           1             1            1            0       19       2.91E+36              93.02
                                      ALS         23 to   90              1           1             1            1            0       19       1.46E+35              09.65
                                      AC-6        24 90   it              I           I                          1            0       17       4.37E*33              @5.24
                                      AVG         23 90   92              1           1                          1            0       16       1.46E+32              102.38
                                      KS          26 90   93            40          70          60               57           1       17       11.2'1+33             96.28                78                   1                HICH                 Sw                 No
                                      ALIG        27 90   @4            440         700         470              537          1       is       4.4!E*36              100.62               72                   2.2              LON                  N                  NO
                                      AVS         29 90   i5              I           I             I            1                    17       3.BOE+34              108.16
                                      AL6         119 90  96              1           1             1            1            0       16       3.80E+33              125.52
                                      AV6         30 90   ?7              1           1             1            1            0       16       3.60E+33              125.52
                                      ADS         31 90   Is              I           I             I            1            0       15       1.42E+32              139.17
                                      -EFT        190     99              Ir          t             I            1            0       14       3.29E*30              151.27
                                      .EFT        290     VO              I           I             I            1            0       14       3.28E+30              151.27
                                      SEPT 3      90      101             1           1             1            1            0       14       3.,'BE*10             151.27
                                      SEPT A      90      M             10          to          to               to           1       14       2.VE#28               105.27               66                   0                ZERO                 SE                 No
                                      SEPT 5      70      103             1           1                          1            0       13       6.6^,E*25             96.58
                                      'EFT 6      to      104           .1            1                          1            0       12       1.05E+24              100.37







                               BEACH10 30 DAY SECrEIRIC MEAN                                     PASE       3                       October 13, 1910


                                 SEPT  1 90         los            I           I           I             I            0        14     3.4!E*22            40.75
                                 5'?T  8 10         lis            I           I           1             1            0        10     4.IEE*',O           115"N
                                 Et. T 9 qO         toy            I           I           I             I            o        to     cm+n                115.39               62                                 ZERO                  NW               NO
                                 SEPT  JO    90     109            I           I           I             I            0        to     4-teme              115.78
                                 SEPT  11    90     109            1           1           1             1            0        9      LOINS               112.13
                                 SEPT  12    90     Ito            I           I           I             I            0        9      1.71f+ls            eO.20
                                 SEPT  13    90     III            I           I           I             I            0        7      I.j5E4II            73.41
                                 SEpt  14    90     112            I           I           I             I            0        i      8.16E*10            63.06
                                 SEPT  15    70     III            I           I           I             I            0        5      1.06E*09            63.89
                                 SEPT  16    900    114          150         90          90              1            0        4      1.5,'E+07           62.45                62                 4               ZERO                  NV               YES
                                 SEPT  17    to     115            I           I           I             I            0        4      1.51,E+07           62.45
                                 SEPT  19    90     116            1           1           1             1            0        4      1.52+07             62.45
                                 SEPT  19    1,
                                 S           0      117            I           I           I             I            0        3      3.04E+05            67.25
                                 SEPT  20    90     lie            I           I           I             I            0        3      3.04E+05            67.25
                                 SEPT  21    "      Iff            I           I           I             I            0        3      3-0445              0.25
                                 SEPT  22    90     120            1           1           1             1            0        3      3.04E*03            67.25
                                 SEPT  23    90H    121         270         250         150              I            0        3      3.04E+05            67.115               38                 5               ZERO                  W                %a
                                 SEPT  24    90     122            1           1           1             1            0        1      3.04E*05            67.25









                                       EEXHII 30     DAY GEOIETRIC MEAN                                  PAGE      I                        October 13, 1990


                                                  DATE     DAY#                                   E      MEAN COUNT        Bit    ROOT      IFACTCRIAL          EEO PE4           M20 TEIP           'AAVE HT.          BATHER LD         MIND JIR.         PAIN?


                                       PAY        2b 90      1                                    1            1              0       0          1      ERR
                                       MAY        27"        2                                    1            1              0       0      I.OOEfOO    ERR
                                       NAY        29"        3             10          10         to           10             1       1      I.QOE*Ol             10.00                52                0.5                MED               59               .40
                                       FAY        29 90      4             10          1310                                                  1.17E#03             34.16                51                   2               ZERO              NE              YES
                                                                                                  90           117            1       2
                                       PAY        30 90      5             20          50         70           47             1       3      5.44E*04             37.90                56                0.3                ZERO
                                       rAY        31 90      6             10          10         10           10                                                                                                                              E               40
                                                                                                                              1       4      5.44E*05             27.1b                54                   0               ZERO               M               .49
                                       JUNE       01 90      7             1           1          1            1              0       4      3.44E+03             27.16
                                       JUNE       02 90      9             1           1          1            1              0       4      5.44E+02             27.16
                                       JUNE       03 90      9             30          220        7 0          97             1       5      5.24407              35.01                30                0.3                LON               Sw               No
                                       JUNE       04 90    to              so          73         20           58             1       6      3.OlEto?             38.12
                                       1UNE       03 90    11              1           1          1            1              0       6      3.OTE*09             38.12
                                       JL14E      06 90    12              to          10         20           13             1       7      4.09E*10             32.81                59                   0               ZE36                               SO
                                       JUNE       07 10    13              10          to         10           10             1       8      4.OlEoll             28.29                60                0.3                LGV                                Ito
                                       JUNE       08 90    14              1           1          1            1              0       6      4.05E*tt             28.28
                                       JUNE       09 90    is              I           I          I            1              0       8      4.09E*11             28.1.8
                                       JUNE       10 90    16              10          30         3            Is             1       9      6.14E*12             26.36                59                0.3                LCV               S9               No
                                       JUNE       11"      17              10          20         10           Is             I       to     8.19E+13             24.62                IS                0.3                LON               No               No
                                       JUNE       12 90    18              1           1          1            1              0       to     1.19E4,13            24.b2
                                       JUNE       13 90    19              100         too        20           73             1       It     6.OOE+15             27.19                64                0.3                RED                                No
                                       JUNE       14 90    20              2 0         200        40           87             1       12     5.20E417             21.93                118                  0               LGM               sw               .40
                                       JUNE       13"      21              1           1                                      0       12     5.12CEW              27.?S                60                0.3                LON                s               NO
                                       JUNE       16 90    22              1           1                                      0       12     5.2DE+17             29.93                59                   0               LVI               ev               Na
                                       JUNE       11 to    23              40          30         30           31             1       13     1.7l.E*19            30.19                60                0.3                Lei                s               40
                                       JUNE       10 90    24              330         2110       123          235            1       14     4.09E+21             34.96                39                   0               LON               sm               No
                                       JUNE       19 40    A'S             I           I          I            1              0       14     4.tBE+21             44.96
                                       JUNE       20 90    26              1           1          1            1              0       14     4.OBE+21             34.96
                                       JUNE       21 90    21              1           1          1            1              0       14     4.08E+21             34.96
                                       JUNE       22 90    28              1           1          1            1              0       14     4.08E+21             34.96
                                       jUNE       21 90    29              1           1          1            1              0       14     4.0?E+21             34.96
                                       jUME       24 90    30              400         "to        130          247            1       13     I.OlE1,24            39.82                66                   0               ZERO              NM              YES
                                       JUNE       23 to    it              so          70         40           63             1       16     6.37E*25             41.00                66                   0               ZERO                               40
                                       JUNE       26 10,   32              1           1          1            1              0       16     6.37E+25             41.00
                                       JUNE       27 90    33              so          134        so           77             1       16     4.68E#26             46.56                66                   0               LON                                No
                                       JUNE       779 90   34              4NO         too        140          147            1       16     6.14E#26             47.23                he                0.3                ZERO              4E               NO
                                       JUNE       29 to    33              1           1          1            1              0       13     1.32E#25             47.27
                                       JUNE       30 90    36              1           t          I            1              0       14     1.32E#24             52.02
                                       JULY       190      37              130         so         270          ISO            1       15     1.97E#26             36.62                70                0.5                LOV               wo               NO
                                       jULY       2to      la              20          10         20           17             1       16     3.29E#27             52.46                72                   0               LON               N1               NO
                                       JULY       390"     39              110         20         50           1              0       15     3.40E#25             30.36
                                       JULY       490      40              1           1          1            1              0       14     5.83E+23             49.64
                                       JULY       390      41              100         10         121          147            1       Is     9.5!E#25             53-16                76                0.5                RED               NE               va
                                       .JULY      &90      42              1           1          1            1              0       14     6.41E+24             59.15
                                       JULY       700      43              1           1          1            1              0       13     6.41E#23             61.01
                                       IULY       990      44              20          40         30           30             1       14     1.92E#23             63.98                76                   0               RED               CALM             NO
                                       @ULY       990      43              210         200        170          173            1       13     3.72E*27             69*37                72                   0               LDI               CALM             No
                                       JULY       to 90    46              1           1          1            1              0       14     2.48E+25             76.79
                                       ITULY      it 20    37              ISO         330        150          353            1       14     6.57E+27             97.05                71                   0               LOV                                No
                                       JULY       V90      48              t           I          I            1              0       14     6.57E+27             97.03
                                       .,ULY      13 90    41              1           1          1            1              0       13     8.96E+25             99.16
                                       i VL V     14 qO    50              1           1          1            1              0       12     1.031E+214           100-26
                                                  15 ?o    st              10                     10           13             1       13     1-3WIS               65.06                69                   0               LEV               CALI.            .90









                                        BEACHII ;0 DAY GEGMEiRl--. MEAN                                       PAGE      2                        Odder 13, 1530


                                           JULY        16 90  52            20             20       20               20            1      14       2.76E#26             77.:9                 to                   0                LN                 ME                .40
                                           JULY        17 90  53              1            1          1              1             0      13       9.27E+24             811.55
                                           JULY        to 90  54            70             150      20               to            1      13       2.82E*24             11.99                 71                   0                HIEH               MR                NO
                                           JULY        19 10  55            20             30       50               33            1      14       9.3iE*25             71.64                 70                   0                LON                  4               40
                                           JULY        20 90  Sh              I            I          I              1             0      14       9.39E+25             71.64
                                           JULI        N90    57              1            1          1              1             0      14       9.39E*25             71.64
                                           JULY        22 90  58            410            60       30               41            1      15       4.OTE#27             69. 'It 8             74                0.5                 LON                ME               YES
                                           3ULY        23 90  59            270            170      150              197           1      16       B.OOE+29             73.95                 72.                  1                LGI                Sk                40
                                           JULY        IN 90  60            70             30       30               43            1      16       1.41E+29             66.33                 76                   0                MiD                so                NO
                                           JULY        23 90  61            20             30       20               23            1      16       5.18F+29             62.32                 76                0.3                 NISH                 N               'No
                                           JLLY        26"    62            Igo            00       120              127           1      17       6.56E+30             64.98                 76                0.3                 HIE"                 N               NO
                                           JULY        27 90  63              t            I          I              1             0      16       1.35E+26             64.31
                                           JULY        21 to  64              t            I          I              1             0      Is       5.8'.%+26            60.87
                                           JULY        29 90  63            160            40       too              too           1      16       3.81+719             62.79                 02                0.3                 RED              CALM                No
                                           JLLY        34 90  66            so             20       10               27            1      17       1.36E+jO             59.70                 so                   0                LOW                Sw                No
                                           JULY        31"    67              1            1          1              1             0      16       1.04E+26             36.36
                                           Q6          190    ba            10             to       10               10            1      16       6. 2ZE427            54.59                 71                0.5                 LOW                ME                No
                                           &Us         290    69            N              10       10               23            1      17       1.43E+21             SIM                   76                0.5                 RED                MW                No
                                           AUG         1      70              1            1          1              1             0      17       1.45E#29             31.91
                                           AUG         4      71              1            1          1              1             0      16       9.90[*26             40.67
                                           AUS         590    72            60             1"       290              177           1      17       1.75E+29             52.50                 72                   0                LON              CALM                40
                                           AUG         690    73            120            1000     so*              640           1      Is       LIZE432              60.32                 70                0.3                 LON                ME                NO
                                           AUS         790    74              1            1          1              1             0      17       3.7x*30              62.85
                                           AUS         8"     75            30             50       10               30            1      17       5.79E+.19            36.33                 72                   0                LON              CALM                No
                                           AUG         I"     76            10             80       10               33            1      18       t.93E+31             54.71                 74                0.5                 Him                ME                RD
                                           AUG         10 90  17              1            1          1              1             0      17       5.46E+21             49.03
                                           Aus         it"    79              1            1          1              1             0      17       5.41E4,118           49.03
                                           AUG         12 50  79            20             goo      20               20            1      to       I.O?E#jQ             46.64                 76                0.5                 FED                51                NO
                                           AUG         11 90  80            1000           340     2100              1290          1      19       1.4OE4,33            55.33                 70                0.5                 ZERO               ME               YES
                                           4US         14"    st            30             20       20               21            1      19       2.4sE+33             57.19                 73                0.5                 LON                  N               49
                                           AUG         IS 90  82            to             10       160              60            1      19       7.14E+33             60.59                 74                0.5                 LOW                so                40
                                           AUG         16 90  63            10             60       10               33            1      20       2.45E+35             58.01                 72                0.3                 LOW                Sw                .40
                                           AUS         11 to  e4            so             70       40               63            1      1110     1.94E*',5            U. 12                 72                   0                ZERO                 W               NO
                                           AUG         19 90  es              I            I          I              1             0      19       5.BIE+33             39.65
                                           At$         19 ton E6            1200           570     1500              1             0      19       5.81E+33             59.83                 70                   1                ZERO                 E               NO
                                           AUG         20 90  67            340            380      290              337           1      20       1.96E436             65.25                 6q                0.5                 LON                ME                No
                                           AUS         21 50  go            to             10       to               10            1      20       4.31E+35             60.64                 70                                                         E
                                           4                                                                                                                                                                    0.3                 VERO                                 .40
                                           AUG         22 90  69            20             20       10               17            1      20       3.91,E+34            13.60                 66                0.3                 ZERO               ME                NO
                                           At%         23"    90            30             to       10               17            1      20       1.47E*34             51.10                 68                   1                LON                  E               No
                                           AUG         24 90  11            20             to       to               13            1      120      6.41E*33             4q.69                 72                   1                ZERO               SE                No
                                           4116        25 90  92              t            I          I              1             0      19       6. 64E+31
                                           A                                                                                                                            47.30
                                           A1.16       26 90  93            10             10       20               is            1      20       B.BSE+32             44.40                 76                0.3                 HIGH               Sm                NO
                                           AUG         27 qO  q4            40             so       300              207           1      11       1.83E+35             47.77                 72                0.5                 LON                  v               No
                                           AUG         26 90  95              1            1          1              1             0      7^0      1.9'.T*33            46.04
                                           AV6         211 5.14 96          70             I'D      2 0              1             0      19       6.96E+31             47.38                 72                0.5                 ZERO                 4               40
                                           AUG         30 90  q7            to             20       50               27            1      20       1.63E+33             46.04                 70                0.5                 RED                SE                No
                                           AUG         it to                  I            I          I              1             0      19       1.01+32              41.89
                                           SEPT        I"                     I            I          I              1             0      19       7.84E+30             52.04
                                           SEPT        2qO    100             1            1          1              1             0      to       ?.B&E+30             !2.04
                                           SEPT        390    101             1            1          1              1             0      19       7.64E#30             52.04
                                           SEPT        490    102           10             40       60               31            1      to       1.63E#30             47.69                 68                   0                ZERO               SE                NO
                                           SEPT        5;1    103             1            1          1              1             0      17       23,44,17             40.33
                                           SUT         140    104             1            1          1              1             0      17       2.54E+27             40.93








                                  REACHII 30 DAY GUMETRIC MEAN                              PAGE      3                    October 13, 1990


                                   SEPT  7 90       103           1         1         1            1           0       16    8.47E+25          41.74
                                   SEPT  8 90       106           1         1         1            1           0       15    2.14E+24          42.37
                                   SEPT  9 90       107           1         1         1            1           0       is    2.54E#24          42.37
                                   SEPT  10  90     108           1         1         1            1           0       15    2.54E+24          42.37
                                   SEPT  It  "      109           1         1         1            1           0       14    1.27E+23          44.70
                                   SEPT  12  90     110           1         1         1            1           0       13    9.9xflq           34.53
                                   SEPT  13  90     111           1         1         1            1           0       lz    4.116E+18         35.66
                                   SEPT  14  90     112           1         1         1            1           0       11    7.09E+lb          34.03
                                   SEPT  13  90     113           1         1         1            1           0       10    2. Im+15          34.10
                                   SEPT  16  90H    114          60        60        60            1           0       9     3. 'AE+13         31.64             62                1             ZERO             NV            YES
                                   SEPT  11  "      113           1         t         I            1           0       9     3.3fif+13         31.84
                                   SEPT  if  90     116           1         1         1            1           0       9     3.36E+13          31.84
                                   SEPT  19  20     111           1         1         1            1           0       6     9.9K+10           23.71
                                   SEPT  20  90     Ill           I         I         I            1           0       7     9.96E+09          26.82
                                   SEPT  2t  90     119           1         1         1            1           0       6     3."E+08           29.03
                                   SEPT  22  "      120           1         1         1            1           0       5     3.59E*07          32.44
                                   SEPT  23  901    121          20        80        40            1           0       4     2.69Eï¿½06          40.51             59                1             ZERO                            NO
                                   SEPT  24  90     122           1         1         1            1           0       4     2.69E+06          40.51




                                                                                 I
                                                                                 I
                                                                                 I
                                                                                 I
                                                                                 I
                                                                                 I
                                                                                 I
                                                                                 I
                                          APPENDIX C                             I
                                                                                 1
                                   1990 Cbem Sample Results
                                                                                 I
                                                                                 I
                                                                                 I
                                                                                 I
                                                                                 I
                                                                                 I
                                                                                 I
                                                                                 I
                                                                             k IT  ;@I












                                                                                                                             Rr f -                                                                                             0 3
                                                                                                                                                                                                        RE C E I v          11
                                                                                                F 6 Fl, bi-APLE kb.?,,2ER         9 0    35 co;                                                         REPOVED             7127190


                                                        L E,.- i 0;l        S . Zup. III    c E I, / E 7L H., D                                        SAMPLING DATE            5i03/5@0
                                                   CO@-d[,TDR NO.           1690-004                                                                   SAMPLING TME             2 : 10
                                                   ESTABUSmENT              FRES@JE       ISLE S1. Mk                                                  Q(                      C. () 0
                                                   CASE tiA@,E              LAKE REPLENISHME;NT SAND                                                   WE                      oo
                                                   FArt"IL" T I'            ERIE SA@'%'D                                                               SOURCE                  00
                                                   ID CODE                                                                                             5T
                                                                                                                                                       I ANDARID ANAL          0 0
                                                                            LATITUDE          0 : 0 0 : 0 rV . 0        LIN G I 'I u b E     00        0 000 0



                                                                                                LABJRATORY PI@LYbl$:
                                               R-1 PT ON
                        E'S T                                               RESul-i           11WIL    Y, ER I F     BY           VERIFY DATE                CLIM@,ENT


                      4 V"' 6 1 '0    N                                         0.0rJ00       MG/L        6          6OZ               710?190'
                      i.VbIr          N- AsTr!^                                    O'V* w',   ),@oi L     G          @z                @1,02/90
                      06?o            N03      ASThA                                11110'    ri L'3 / L  6          L-IL              M2/90
                                           i j, I     ,I A                         "" ' IVY)  h@! L       &                            7102/70
                                                                                1.*M0         rG/L        G                            710250
                      "@1940          Ci A'    @   -A                                                                w'7
                      @0002           ASTMA                                     0 . f) 0 0                6          wcz               6/13/90 MSEE QUAL REFORT%M@MENTS
                                                                                                                        7
                      9?007           QJMLITATIVE                               0.00c,                                                 7/02/90 ***S;-7E QUAL REPORT-00MIENTIS

                                                                                 T
                                                                                   MAL      Nlwt-EER OF       TESTS FOR THIS SAhFLE                        7


                                                                                                         ANA0ST COMENTS


                           EST                                                                                S


                                                                                                                                                                                  w,'Z
                                                                                            -85
                                                                         -1 UQ D-35,0`7
                                                             Li'ETILLED WATE& LEr`!u,-'H PRO'C'EDUPE
                                                             il)'! REA)LEN-11 [email protected] wATER."SPAPLE RATIO -,WET 6@,,315)
                                                             !8 Ht@-;."( ROIARY E).-IRA:NION TlmE



                                                                   Al'S'@-. REC"OLTS FROM AE-IM-A LLAL-ti-


                                                                         L1@4          1M @iG/L










                                                                                                                                                                                     k
                                                                                                                                                                                       c. r-   L
                                                                                                                                                                                       ,  - 1 v - D
                                                                                           U-k 'b,ilPLE N.21,KK            0 3 0 5                                                   RE PORI ED        7/27M';


                                                C 'U"L L E7 '10 R       S . 1-UlF.@11 :L, -LO/ E V                                      S-RIPLIN'u- 1)"l-lE     4/cibl'i:V
                                                COLLEC TOR r4o.         16                                                              SAIPLING              11:30
                                                E S 1 A L  'E'M r, E I JERu"!,t-7v' ktit- nAlUIAL                                       IwQN                  00
                                                CASE NAME                                                                               TTPE                  ov
                                                F AcliLi I y            S@iUREHAVEti @'rEA                                              [ILI R CE             00
                                                III cor..-6                                                                             STANDAR1 ANAL         100
                                                                        LATITUIDE     0011`:00.0            LOitl-31TUDE        'JO:00:00.0




                                                                                                                      V-@*Ff DAT
                      T Lo'          L L'.   17 P T I                   E @'i U? L I  C 31       & I F Y B T                            E


                                                                                                            @'T
                      40403          PH h20 LEACH                        i.6200                  6       wi.i.             7/02/90
                                                                                                            @z
                      4410           N83 A.KfhA                              1 '1 '0 "Ji I Vu-L  6       @:w               i / V` i " 9'V
                      40615          N02 ASTMA              <            0.0040       mrGIL      G       wCZ               7/02/90
                                                                                                 G       4
                           c          'Ju         h                         V; v      llo/                  @L              i cd
                                                                                                         vrz
                      4665           P Tu,"T AST..-.;I                   Q. 0200      M&/L       6          t,             7102M
                        0 0',) 2     A'T'A H2"-'d                        0.001jo                 6       wi.,-             6--i3/90 vWSEE Quk RE PORI -ClOmmENT S
                      95fA7          QUA"J TAT IVE                       O.ovvlo                 G       @Cz               7102/90 ***SEE QUAL REPORT-CIG-MMENTS


                                                                           T     PAL ti'UhiER OF     1E)IS FOR T@ib' SAFFLE                  7


                                                                                                ANALYST COrmENTS


                         TEST                                                              Cbm',ENTS                                                         ANALYST


                                                                                                                                                                  wcz
                                                         ASTh @UrirLllpl b-@vAK-K
                                                         LISHLILED WkTER LEACH PROCEDURE
                                                         ?0:1 REAC-ENT &RADE wAE'R/SAliF:-E RATIO (biET BASIS)
                                                         116 H(,,jK ROTAR! Erl@Nm^,C.110N TltiE



                                                                                              KM-A. LEA,,-H.
                                                                        PE@,lj@ TS Fkor..
                                                                                            AS
                                                                    M-'            eb/l.







                                C0MM0'4wcALTh Of PEiNSTL4A41A                                PAGE:    I
                           DEFART9"i-ST OF EhVIF,0kMEhTA#.. RESCURCLS


                                        LA50FA-SCRY @REFOiT                     R @. C E 1 li-'-. !r 5/04/90
                                   FOR SAMPtE NUkEEP H9027833                   x"PORTZ'D     5/21/90

     COtt-'TCTOR         S.ZURAD CEC/ECHD                          SAMPLING DATE        5102/90
     COLO-SCTOR NO.      1690003                                   SAhFLING TIAE
     EST49LISHMENT       CITY OF   ERIE                            STANDARD ANAL 100
     CASE WAKE           LIFT STATION    OVERFLOW                  TYPE CODE
     FACILITY            CHAUTAQUA AVE.                            Wfih
     TO CODE                                                       STRZAM CODE
                                                                   RIVER 14ILE   IND



       TFC!T       DESCPIPTION               RESULT       CONC    VERIFY    BY       VERIFY DATE

       co"kic      IBOD 5-DAY                 105.0000    MG/L      G       ktT         5110/90
       OC510A      T FH3-N                       7.4800   MG/L      6       ELF         5/08/90
       Llre65A     PHOS-T MG/L                   3.4100   MG/L      6       S 8 IT,     5/09/'@O
       3P?6c       14PAS AS MG/L <               C.5000   MG/L      6       fFV         5/04/9U


                                             TOTAL NUMBER OF TESTS FOR THIS SAMPLE               4






















                                                                                             'PT OF HEAL-Ti,



                                                                                                    HEAM










                                                                              V              T   L


                                                           F      S     F L       L  t? E P  11, 02 @Sf_',6                                         5/ 24/ 9 0

              r ot,. v C T V R             J   T R Z Y 8 1 N  F I     E_ c E ll@                           S   1-@ F L 4 G     A T         5114/
              rf@ll_rCTCR NO.              r6qCorg                                                         S@%P,FL1NG 7-i'ME               1
              r r, 'r A Q, L.1 StirENT     EEACHC011'&F-@ C."IiF                                           ST#kKi@ARD ASAL              @UC
                ff-T                                                                                       I Y F t L -'V' 0 E
                                                 ke,%/
              P A C TL ITY                                                                                     N.
                                                                                                             I CRI E 1% P, c   E
                                                                                                             I V E R M I L E     I N 0



                                                                                b L T          c;  c     Vik, FY           y           V-RIFY uATt'_
                                                                                             #61               &                         r


                r n                T @-Hl-k                                   1.M       G    M, C  L         6           e L F             5/18/90
                r   6 1 ICA.       T 1@02-N                                   C.C7ro         q j,            ki          6- L F            5/18/90
                f'r" 6 ? r .                                                                                 r
                 I.; . f           T Nn!-N                                    1 .1 4H          G   L                     ELF               5/16/90
                r r% ic A c,'                                                                                            p
                    @ - I A        PEOS-T          C-/ L                          1 @, CT    f;-   L                       21
                1@r,                       c c       G f L                    F.20CO         Pb/L                          4 m             5115/90


                                                                          TOT;@L                   @)F TESTS FOR THIS SA&.PLE.                          5



























                                                                                                                  ERIE         DEPT.   OF HUlbi




                                                                                                                  17NVIRONI'@'ArENTAL HEALTH


~0






                                                             L ~C                            ~F ~f       ~~~S Y ~qU~l                                                      ~p     ~E~:       I
                                                                              F      ~v~q%~q!~qF             ~ql~i~qT~qAL ~qk~-~:~q5~qCU~qk~qt ~-~'S
                                                                      ~I~L


                                                                                        T    Y ~qi I P ~q0       T                                                        5/15/~q90
                                                                                ~qF~4qU~: r~-~qL~'~:~?E~ql~-~q@ ~qH~qI~qL~129507                                      ~qR~qE~qE~qORT~C~qD                5124~q/~qY~qD

               ~~C~ql.L~=~-C~qT~q0R                      J~.~6qU~qZ~qY~qB~qI~qN~qS~qV~qI                   ~qF C ~qt~t~,~-~%                                 ~qSA~qPPL~qI~qf~qi~f~qi DATE                    5/14/90
               C~OLL~n~-~qE~qTC~q9 NO,                   C ~q69C ~q9~q;~q10                                                              ~qS~qA~qNF~qL~qI~qN~qG TIME                      2~q&45
               ~~5~qT~q4~0~qL~qI~qS~qH~qO~-~qE~qN~qT                   ~-~A~qE~qAC~qI~qFE~qO~qV~qB~qER ~qL~qf~qi~.~4q1~q6~qRCU~qN~qD                                               STA~qN~qOA~qR~qD ANAL                    000
               ~~~r~-~qs~e ~q@~qk~qp~6ql                      ~q@~,E~qL~qE~qO ~qE~q@~qAC~qh ~qST~qG~p~qK~qA~qk~qk~ql~-~-~-~qR                                              TYPE CODE
               ~~q&~PTL~qITY                                ~0qL~qa          ~6qr~ql a ~qw                                               ~qk~qa~qh
               ~~" ~qr~r~q'~8q"                                                                                                  ~6qM~qkA~qh CODE
                                                                                                                        ~qPIV~qE~qR MILE IND



                  T~qF~qST                  ~I~qD~qE~qS~0qM~qp~qT~qi~qc~qh                                 i~% E I~.~- ~qL~' L T         ~q0~.~,~v C     VERIFY            of            WE~qRIFY DATE

                  ~n~MA~q1~6~-A               ~q7 ~q?~-~qp~q3~q-~qt~;                                       C~,52C~qO           ~qF~.~qG/~qL            ~q6             ~qbLF                5~q/l~qb/9~q0
                  ~qL~n ~qn ~0~9~, 1 ~4~@ A       T ~qk~u~^2-~qk                                        ~qE~.~qV~q4~qF~qE~D          ~06~q1L             ~qG             ~qEL F               5/~q1~q9/9~q0            ~-
                  ~m~ql~-~q0~1~q2~0q0               T                                               1.~q5~qs~qc~qo           ~qM~qG /~q1~.           ~q6             ~qbLF                ~q5~q1~q1~q8~q/90
                  ~f~'~r~% 6 ~q6 5.~:          ~2qmi~qcs-~qi ~qP~-~qG~qIL                                    ~qC.~0qU~qE~qD            ~P~-~qG/~qL            ~q6             BE A               512419~q0
                           ~qC~.           7 DEE C ~qF~-~qG~q/L                                   ~qf.2~q0~qC~qO           ~M~qf~qi/L            ~q6             ~qk ~qv fit            5/15/90


                                                                                   ~qT~qOT~q;L ~qRU~qP~qEE~qF OF TESTS FOR THIS SAMPLE                                                  5























                                                                                                                                 WE CO. ~4qDE~2qF~4q1~q. Of RAW~q,



                                                                                                                                           .~24qW~q-~q1~6q1~q-~92qE~88qK~8qIAL ~96qH~8qEALTI~q'
 

PAGE
LABORATORY REPORT
FOR SAMPLE    RECEIVED 5/15
REPORTED 5/24/90
COLLECTOR J. TRZYBINSKI ECHD
SAMPLING DATE 5/14/90
COLLECTOR NO. 0690008 
SAMPLING TIME 12:20
ESTABLISHMENT  MARSHALL RUN
STANDARD AWAL 000
CASE NAME LEW FLEW
TYPE CODE
FACILITY
WON
ID CODE
STREAM CODE
RIVER MILE IND
TEST 
DESCRIPTION
RESULT 
0.0500 0.0100 0.8500 0.0500 5.3000

VERIFY  G G G G G 
EY
VERIFY DATE 5/18/90 5/18/90 5/18/90 5/24/90 5/15/90

TOTAL NUMBER OF TESTS FOR THIS SAMPLE 5
ERIE CO. DEPT. OF HEALTH
JUN 8 1990
ENVIRONMENTAL HEALTH SERVICES







					COMMONWEALTH OF PENNSTLVANIA				PAGE:1
		`			DEPARTMENT OF ENVIRONMENTAL 

						LABORATORY					RECEIVED 5/15/90						
COLLECTOR J. TRZYEINSKI ECHD
COLLECTOR NO. 0690007
ESTABLISHMENT     CREEK.
CASE NAME LEW FLEW
FACILITY
TD CODE
SAMPLING DATE 5/14/90
SAMPLING TIME 12:55
STANDARD  000
TYPE CODE

STREAM CODE
RIVER MILE IND
TEST 
DESCRIPTION
RESULT  0.0200 0.00060 1.6600 0.0600 3.2000

VERIFY  G G G G G 
 
VERIFY DATE 5/18/90 5/18/90 5/18/90 5/24/90 5/15/90 
TOTAL NUMBER OF TESTS   THIS SAMPLE 5						

COLLECTOR J.TRZYBINSKE 
SAMPLING DATE 5/14/90
COLLECTOR  0690006
SANOKUBG TIME 1:20
ESTABLISHMENT WILKINS
STANDARD ANAL 000
CASE NAME
TYPE CODE
FACILITY LOW FLOW
VAN 
ID CODE
STREAM CODE
RIVER MILE IND
TEST 00610A 00615A 00670A 00665A 00680

DESCRIPTION
RESULT 0.0600 0.0100 0.4300 0.0900 6.4000 

VERIFY G G G G G
BY
VERIFY DATE
5/18/90 5/18/90 5/18/90 5/24/90 5/15/90

TOTAL NUMBER OF TESTS FOR THIS SAMPLE 5

~0







                                                                                          ~qJ
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                                                                 FC~qi~c ~q$~q@~P~qPLL                                                                       ~qEF~qO~qR~qTE~qD

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             ~1~""L~qITY                                                                                                     ~qV~q0~q4
             ~T~r ME                                                                                                       ~q@TR~qEA~qA CODE
                                                                                                                         ~q;~@I~qVE~qR ~qm~qIL~qL              I ~qLD



                                                                                     E ~q6 ~qVLT             ~qc~qo~qk~qc          VERIFY            C. ~qy           ~q4~qE~qN~qI~qF~qY DATE

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                                                                                   ~q1~q0~1T~6qf~6qt ~qt~-~qU~qK~qE~q!~qP ~q9F T~qE~qST~qE F~qG~qK THIS SA~qrPLF                                                   5



















                                                                                                                                 ERIE M DEPT. OF HEALTI

                                                                                                                                          JUN ~q8 1~q9~q2~q3

                                                                                                                                 ~6qENV~6qIR~04qO~92qN~q'~6qi~q'~qv~4qI~6qENTAL HEALTH
                                                                                                                                             ~4q(~q%~8qC ~2qV~2qv~4qi~28qr~8qr~qo
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                  ~P~qC~qI~qL~qITY                                                                                                ~qW ~q0, ~k


                                                                                                                         ~qR1~6-~qh FILE              I~qR ~q0



                                              ~qC        ~qT I    ~qK~,                    ~q0~1~q@~-~q!~q@~qULT             ~qc ~qC    ~qc     I     ~'~A~p ~qF ~qy    ~q6 ~qv             ~'~qJ~qE~qR~qI~qF~qY ~q1~-~qf~-~qT~!~:

                      ~qf~, ~qi ~qC~.~qi          T ~6~.~q1~@~'~A~q-~f~z                                                                                                                  ~q/9~qc
                                                                                        ~qC.~q5~q!~qCC            ~qk~qG/~qL              ~q6            ~qL~qYL                9/07
                           ~q5                  ~q6 2                                           ~qC~r~i 20            1 ~qi.          ~qb           ~8q0~q1~qC
                                                                                                                                                            9107/90
                         ~q2 ~qc~q;           ~qT                                               ~qZ , ~q0 ~@~" C        ~-~qG~q/ L
                                                   T ~r~" ~r~i    L                                           ~;~qK~qi/                                              ~q9/~q12/90
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                      ~t, ~v n
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                   "1~0~q7                                                                 C . 5 ~q0~. ~qO~l ~q0     ~l~4~qb ~q/L                                            91061~q40

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                  ~qE ?I A ~qFf                                                                               ~qT ~qy ~qp


                                                                                                          ~qS T ~qX E-A     ~qC   ~D ~qf




                                      ~qE ~qC ~qF ~q1 F ~qT 1 ~.~q9                                                  ~qV     I F                                   ~qZ~.~P~.~qI~qE

                ~*~1~q6~q1 ~qo~qt           ~qT ~qk~qH ~q3~q-                                    ~qC~. ~. ~qb 1~q0          ~q1 L                                                 90
               ~~v~q A
                   ~.~q15 A           ~qT      2-~q6                                ~qC~' . C 520         1                                         ~3~qi~qi ~q0~q7~q190
                  IS ~q7 ~qC~. ~.~1~k      ~q1                                                               ~qL                    ~qk ~qv ~qc               ~q1~q0~6q7~q1~q9 C~.
               ~~2q"~q6~qs~qk                ~qP. C        ~v~qC/L                             ~q2 5 ~qf~- ~qQ     ~qk~i I L                                          12~q! ~q1 ~"~.~1 ~qc~-
               -~~ ~qr ~q6 ~q; ~qC~.                                                  9. ~1~-~1 ~qC~qO~qU                                                     ~q1~q0 ~q6 / if ~qZ~qI
                  ?A ~qr                            ~qV~qe   ~q1.                    ~qc   C~. ~qG ~qC ~qC~,    ~1~4~qF~qJ~:~-        ~1~q;          ~qi F ~qV              ~qv~ql~qo~qb~ql~qi~qv


                                                                           ~qC 7   ~qL ~qi~L ~qL~, ~qP   e       ~T~r                       ~qH             ~qF L ~qF
 

~0








                                                                   F


                                                               L I. ~qE        ~qt ~qF Y ~qF      ~qF                                  ~i~L I; ~qi
                                                        FL~qR ~q!~.~;~;~w~qf~_~qL~qi~. ~q?~.~,~qL~f~qb~4qk~q@~l ~q@~;~0~q6~q5~0qM~q;~q6

               L ~qL~t C ~qT ~qf- ~qF             J~eT~qk~qZY~2q6~q1~qN~qS~qX~qI              ~qf ~qZ ~qF                                ~qS~A~qi~-~'~. ~qPL ~q1~,~% a    A I ~qi          ~q0~.5 1~q9 ~q1
            ~~~f~~LL~qFCT~qC~-~.~qR NO.            ~q169~qC~qE~ql~ql                                                        S A.,,* ~qF L I ~i~ql ~'~Q~%~' ~qi I ~p~i ~z10:25
            ~"~~qI~qR~qL~qI~qS~qH~qME~qNT~.                FOOT Of ~q%~qO~qKTPEL~qI~qER                                             ~qST~.~qA~qN~qD~qA~qR~.~- ANAL.             ~4q0~q0~q0
                     NIX ~qk ~qr             ~qS~qT~qO~qR~qP~. ~qo~qp~qA~,~'~qv~qA~qr~l~qE                                              ~ql~qY~qP~qE ~qC~qV~,~q@E
            "#CIL ITY                          Hitt~, flow                                               ~q1~9 ~qQ r~qi
                                                                                                        ~qSTR~qt~qP~qA COD--:
                                                                                                        ~qP~qI~qV~qL~qR ~qAILE           IND



                                 ~qD ~qt~: ~qc ~qF~qi~'~? ~qp ~qT I a ~qx                 IR ~qE ~t~q@~qULT          ~qC ~qL~.  ~qC~q;   ~qUt ~qi ~q1 ~qF I      ~"~' I         VERIFY DATE
                                                                                                                      ~L~l

                                 T   ~q%~qF~q3-N                                     C~q9 ~qC~-~q0      ~qX~qG~q/L.                                       9~q10~q7~q190
                                 ~q7   ~qK~q02~q-~qh                                 C. ~q0~q100         ~q0~q6~q1L                       ~8qm~qi~qc              9/07/~2q90
              ~~~~q6~q2~qCA            T   ~qH~qO 3- N                               ~q2~1 ~q1~q9 ~qC~-~4q0       %c/o-                                       9~q1~q0~q7~q1~q90
              ~~~q! ~qA~qA CA          ~qP~qP~qO~qS-~q7 ~qK~qC~qIL                               ~q0.~0q0~q0~0q0           ~qF ~qC I L        C~.          a ~q3 A            911219~q0
              ~r ~2q&~P ~q0            T ORE C ~q1~q@~q6~q1L                             ~q2.~q5~q0~q0~q0          ~qP~qS~qf~qL           ~q6
              3~qF~q?~q6~q0              ~qF~0qW~qA~qS AS        ~qM~q6~q/L        ~2q4              ~qC.5~6q0~qC~qO          NEIL           ~qi~r          ~qFF~qV              9~q/~0q0~q6~q190

                                                                       TOTAL ~0qR~2qU~qP~@~qS~qE~qk OF ~qT~qES~qIS FOR THIS SAMPLE                                       6





































                                                                                                                                                         ~32qr
 

~0







                                                                               ~F                                        ~L :0   ~L~.



                                                                  FOR

                      L ~= ~qCT~qO A                 J T~qP Z Y ~q6 ~2qU~"~I~qs ~qK~qi               ~qc ~qH ~qp                                  ~qt~I~-A~q?~:PL~qi~:~t~qb           ~-T~qE             ~qI~,~,~j~q5~q/~q;~7~q0
                    ~2qU ~c ~qCT ~qC~qP                   ~qC 69 IN 4
                      A~qSL~qI~qS~qH~qM~qE~qN7                LAL~qNUT          C RE ~2qM                                                                      ~q?-~qt~qAL        ~qD~6qe~qc~t
                      ~;~: ~q@ ~t ~q@~:~qE                                                                                        ~qT I ~qp      C    ~qV
                                                      H~2q6~qj~qI~, flow
                      T ~qL ~q7 1 Y


                                                                                                                        ~D~qI~qV~'~-~'~qP ~qK~qI~qL~qE ~qI~qk~a



                                                                                   ~qP~q@~qE~qULT                ~qc ~qC     ~qc    ~qv ~qk    ~qi ~qF ~qv      ~q5~1 ~qT                           JAT~qE

                          ~qC~.           T                                                    2 3 ~q0~q0       ~'~q4~q6~q/ L                                               I ~qC~-71 9 E~ql
                 ~"~qA~ql ~qS~qA                ~q7      ~qC~. ~q2 ~q- ~qh                                  ~q(~.~.~L~'~15 c~qC       ~qf~@G~qIL             ~qC~.                               Sri ;1~q7 ~q1 ~1~q@ ~0q0
                   n 6 2 CA                                                             1.13C~qU             ~qS I L           ~q6            ~qS~qv ~qc                ~q9~q/~. 7/90
                        ~-~q5 ~qS                                                            C . 3 9 ~qC~"~L~l       ~qG~, I -          ~4~1           ~qr~z ~qi~-~- ~q;~@~,          ~qi 112 ~q1       ~qC~o
                 ~~,~r~,~q6~q? ~qV              ~q1 ~qC~P~qE C ~*~qS/L                                     ~:~qB . 9 ~qG~I~qC ~qD     ~q@~:~qG/L             ~q6            ~.~I~b ~-~q4 if           'I ~qi ~1~-~q3~t 6 ~q1
                      ~-~q>~q6              re~qk~qS AS F~qS~q/L                                     ~q0 . ~.~q5 ~q0 C~qD      ~qP~o-~, ~q/ L          ~I~qG           ~qf~qf~qw                 ~q@~q@~q1~q06~q/


                                                                                   TOTAL ~qNU~N~qi~q@E~qR Of 7~qt~qS~qT~qS FOR "NIS ~qS~qA~qV~qP~i~.~.~4                                                6









                                                                                                                                  On
 

COLLECTOR
SAMPLING DATE 10/01/90
COLLECTOR NO. 0690021
10/1090 10/10/90 10/10/90 10/11/90 10/03/90










                                                                                     









															10/16/
															10/11/90
COLLECTOR 		J. TREYEISKI SCH						STARTING DATE 10/01/90
COLLECTOR NO.	0690022							STARTING TIME 14:30
ESTISHMENT  	CRYSTAL POINT CO						
											TYPE CODE
FACTLITY 		STORK WATER
ID CODE





			DESCRIPTION		F		CODE		V		Q		DATE

90610A		T WH3-A	 	0.1000	 E/L		G		 LF		10/10/90
90615A	      T WO2-A		0.0200	 E/L		G		 LF		10/10/90
90620A		T NO3-N		0.7100	 E/L		O		 LF		10/10/90
90665A		PH05-T MO/L		1.0000	 G/L				BB		10/11/90
3 260						0.5500					FAV		10/03/90

							TOTAL NUMBER OF TASTE FOR 			5





														THE CO DEPT. OF HEALTH
															OCT 24 1990
														ENVIRONMENTAL HEALTH
															SERVICES










                             

       

           















COLLECTOR  		J.TAZYMINSKI							STARTING DATE	10/22/	
COLLECTOR NO	0690820								STARTING TIME	10:25
ESTABLISHMENT	 . 26TH &


ID CODE




		DESCRIPTION								

086101	T   3-A			0.0 00	 /L		G		   		10/10/90
086151	T   2-A			0.0123	 /L						10/10/90
08620		T  03-A	  <		0.0400 	 /L						10/10/90
0 665		  08-1   O/L		1.3400	 /L						10/11/90
30260			    /L  <		0.5000	 /L						10/23/90

							TOTAL POWER OF TESTS FOR 			5





														ERIE CO. DEPT. OF HEALTH

															OCT 24 1990

														ENVIRONMENTAL HEALTH
															SERVICES



          



                                                                                                                                                                                      






                                                                                                                                                                                                                                                                                                                                                                                                               








														10/  /90
														10/11/90

COLLECTOR		J.TEZYEINSKI 						STARTING DATE   10/02/90
COLLECTOR NO.	0690020							STARTING TIME   10:25
ESTABLISHMENT      . 26TH & COLONIAL

FACILITY		STORE WASTE
ID CODE

			DESCRIPTION					CODE							DATE

00610A		T HH3-A			0.0 00	  /L		G		GL7		10/10/90
00615A		T HO2-A			0.0120	  /L						10/10/90
00620A		T HO3-A	<		0.0400	  /L						10/10/90
0 665A		P 08-Y  /L			1.3400	  /L						10/11/90
3 260			        /L  <		0.5000	  /L						10/23/90

									TOTAL NUMBER OF TESTS FOR              5










														ERIE CO. DEPT. OF HEALTH

															OCT 24 1990

														ENVIRONMENTAL HEALTH
															SRVICES
 









                                                             @A_PORATORY REPORT                                         RECETI@;@-'- 9/20/gn
                                                          FOR        NUMEER 900073?                                     REPORTED   12/26/90


                              COLLECTOR      J.TRZYBINSKI ECHD                            SAMPLING DATE   9/?0/90
                              COLLECTOR NO.  0690016                                      SAMPLING TIME  11:35
                              ESTABLISHMENT  KELSO BEACP ASSN.                            WQN            000
                              CASE NAME      SEDIMENT                                     TYPE           "'o
                                                                                                         v
                              FACILITY       MILLCREEK ST0"RM SEWER                       SOURCE         00
                              ID CODE                                   ONGT              STANDARD ANAL  000
                                             LATITUDE   00:00:00.0      L    ITUDE  00:00:00.0



                                                         LABORATORY ARALYSIS:
             TEST      DESCRIPTION           RESULT     CONC VERIFY  BY       VERIFY DATE     CCKMENT


             40009     PH CORROSVTY             7.3900  PH      G    GLM         10/12/90
             40403     PH H20 LEACH             7.31700         G    GLM         12/26/90
             40615     N02 ASTMA                e.01@0  M61L    G    G16M        12/26/90
             40620     N03 ASTMA                0.2700  MG/L    G    GLM         12/26/"
             40665     P TOT ASTMA     <        0.0200  MG/L    G    GLK         12/26/90
             90002     ASTMA H20LCH             0.0000          G    WCZ         11/28/90  ***Scz QUAL REPORT-COMMENTS
             9?007     QUALITATIVE              0.0000          G    GLM         12/26/90  ***SEE QUAL REPORT-COMMENTS


                                                  TOTAL NUMBER  DF TESTS FOR THIS SAMPLE     7


                                                                ANALYST COMMENTS


              TE  LT                                      COMMENTS                                      ANALY,@' T


              0 0. 02                                                                                      wCz
                                     A@74 M7THOD D39E7-Sqw
                                      .lm@ L,
                                     DTSTILLED WATER LEACH PROCEDJRE
                                     ?0:1 REAGENT GRADE WAITER/51'0PLE RATTn 'WET S@STSI,
                                     is HO"JR, ROTARY EXTRACTION TIME


              ,@@007S
                                                            ACTM nT UA@ER L-
                                           TOC   2.7 15/L
                                          MBAs    0.5 @011








                                                                                                              c  IV







                                                                                                                                    '4




 I
 I
 I
 I
 I
 I
 I
 I
 I                                     "PENDIX D
 I
                      Miscellaneous Stream and Storm Water Samples
 I
 I
 I
 I
 I
 I
 I
 I
 I









                                    Miscellaneous Stream and Storm Water Samples

                                                                                            Fecal Coliform/
             Date               Location                          Special Conditions             100 ml

            2/6/90     Dunn Boulevard Creek                       Muddy                           58,000
            2/6/90     Cbautauqua Boulevard  lift station         Sewage debris from               3,150
                       overflow pipe                              recent overflow
                                                                  present
            2/7/90     Cbautauqua Boulevard  lift station         Sewage debris from               5,100
                       overflow pipe                              recent overflow
                                                                  present
            4/25/90    Cbautauqua Boulevard billside              Sewage debris on               >60,000
                       discbarge                                  beacb

            5/2/90     Halley Street storm sewer                                                      50

            5/3/90     Water running across Peninsula                                             49,000
                       Drive (west to east) in the area
                       of Waldameer

            5/7/90     Sborebaven Creek:

                            Near moutb                                                              190


                            Just downstream of lift station                                         260

                            Just upstream of lift station                                           400

                            About 200 ft. upstream of lift                                          320
                            station (but downstream from duck
                            ponds)
            5/14/90    Storm pipe to sboreline - west of                                            <10
                       Marsball Run









                                    Miscellaneous Stream and Storm Water Samples

                                                                                           Fecal Coliform/
            Date                Location                          Special Conditions             100 ml

            5/14/90   Small stream to sboreline midway                                               420
                      between Marsball Rvn and Sborebaven
                      Creek

            6/5/90    Scott's  Run - west brancb (next                                        10 fecal coli
                      to lift  station)                                                         <10 E. coli

            6/5/90    Scott's  Run - soutb brancb                                                21,000

            6/5/90    Scott's  Run - downstream of wbere                                         16,000
                      the two  brancbes meet

            6/5/90    Scott's  Run - bebind boat store                                    8,000  fecal coli
                                                                                              6,200 E. coli

            6/5/90    Scott's  Run - near moutb                                          10,000 fecal coli
                                                                                              4,600 E. coll
            6/8/90    Baer Beacb - storm water   pipe on          Rain in a.m.                       570
                      west

            6/8/90    Baer Beacb - storm water  pipe on                                            1,000
                      east

            6/8/90    Scott's Run - west brancb                   Rain in a.m.                        70

            6/8/90    Scott's Run - soutb brancb                                                 18,000

            6/8/90    Scott's Run - bebind bait sbop                                               9,000
            6/8/90    Storm water retention area - near                                            1,000
                      West 26tb and Colonial









                                     Miscellaneous Stream and Storm Water Samples

                                                                                              Fecal Coliform/
             Date               Location                            Special Conditions             100 ml

            6/20/90    Walnut Creek access area                     Svspected sewage lift            3,000
                       north basin                                  station malfunction
                                                                    upstream 2-3 days
                                                                    previously, some solids
                                                                    were still floating in the
                                                                    basin

            6/25/90    Inlet to collapsed storm drain               Wet weather                      3,000
                       exiting into Beach 1 West (Inlet
                       is by Sara's Restaurant)                                               -

            7/2/90     Scott's Run - west branch                    Dry weather                         310

            7/2/90     Scott's Run - south branch                                                    5,000

            7/9/90     Scott's Run - west branch                    Wet weather              2,300 fecal coli
                                                                                                  300 E. coli

            7/9/90     Scott's Run - south branch                                           44,000 fecal coli
                                                                                               40,000 E. coli

            7/9/90     Inlet to collapsed storm drain                                               32,000
                       exiting onto Beach 1 West

            7/10/90    "Shoreline hole" dug in sediment
                       accumulated in collapsed storm
                       drain outlet on Beach 1 West:

                            Sand                                                                     <10/10 g

                            Water                                                                       300









                                    Miscellaneous Stream and Storm Water Samples

                                                                                            Fecal Coliform/
            Date                Location                          Special Conditions              100 ml

           7/10/90    "Shoreline bole" - Beach I West

                           Sand                                                                      40/10 g

                           Water                                                                    1,000

           7/17/90    Scott's Run - west branch                   Dry weather                        120

           7/17/90    Scott's Run - south branch:

                           Next to lift station                                                      530

                           Upstream in woods, area of                                              >6,000
                           drive-in theater

                           Upstream, just north of                                                 >6,000
                           West 6tb Street near peninsula

                           Tributary of south branch of                                              180
                           Scott's Run at West 10th, near
                           peninsula

           7/20/90    Scott's Run - west branch                                                      200

           7/20/90    Scott's Run - south branch                                                     400

           7/20/90    Inlet to collapsed storm drain                                                 >600
                      exiting onto Beach 1 West

           7/20/90    Presque Isle Sbores Condominium
                      Beach:


                           East                                                                      410

                           West                                                                     1,200









                                     Miscellaneous Stream and Storm Water Samples

                                                                                             Fecal Coliform/
             Date               Location                           Special Conditions             100 ml

            7/26/90    Kelso Access Road - water running                                              290
                       in ditcb

            7/31/90    Kelso Beacb - puddle in parking lot         Wet weatber                    >60,000

            7/31/90    Marsball Run:

                            Near moutb                                                             5,200

                            Soutb of-West Lake Road,                                               5,700
                            west of cemetery

                            Near 15th and Harper Drive                                             12,000
                            fill-I 13 11
                             U LI.L U U
                              e r,    ooms/

                            End of tube at 22nd and Midland                                        1,700

                            Bebind Erie Ceramic (soutb                                             l-,800
                            of railroad tracks)

            8/3/90     Dunn Boulevard Creek                        Dry weatber, mucb algae         1,080
                                                                   on beacb

            8/3/90     Dunn Boulevard Beacb:

                            Near sbore in algae                                                    1,000
                            (I ft. water)

                            Outside of algae zone                                                     300
                            (2 ft. water)

            8/3/90     Creek from Erie Coke                                                            40









                                   Miscellaneous Stream and Storm Water Samples

                                                                                            Fecal Coliform/
            Date               Location                           Special Conditions             100 ml

           8/6/90     Dunn Boulevard Creek                                                        6,000

           8/6/90     Shade's Beach (near shore)                                                       80

                           Foamy material at shoreline                                            2,600

           8/8/90     Beachcomber Campground - ditch                                             >60,000
                      by arcade

           8/9/90     Kelso Beach - storm drain behind                                            1,300
                      parking lot

                           Sediment from above catch                                             19100/10 g
                           basin

           8/9/90     Storm drain at foot of Montpelier                                               <20
                      Avenue

           8/12 -     See Table 2
           8/13/90

           8/13/90    Calvary Cemetery - puddle                   Wet weather                     7,000

           8/13/90    Puddle near mouth of Marshall Run                                          >60,000

           8/22/90    Small stream from Waldameer - near                                          1,000
                      Beachcomber office

           8/26/90    See Table 3

           9/5 -      See Table 4
           9/6/90










                                     Miscellaneous Stream and Storm Water Samples

                                                                                              Fecal Coliform/
             Date               Location                           Special Conditions              100 ml

            9/12/90    Kelso Beacb - storm water overflowing                                        2,000
                       from storm drain bebind parking lot

            9/12/90    Kelso Beacb - storm water (above)                                            18,000
                       mixed witb sediment

            9/12/90    Kelso Beacb parking lot - puddle                                             2,000

            9/12/90    Baer Beacb - ditcb draining into                                                  40
                       Marsball Run

            9/12/90    Marsball Run  - west brancb (area of                                         1,000
                       700 block of  Marsball Drive)

            9/12/90    Marsball Run  - soutb brancb (area of                                            160
                       700 block of  Marsball Drive)

            9/12/90    Ditcb - soutb side of West 17tb,                                                  40
                       1/2 block west of Marsball Drive

            9/12/90    Ditcb - nortbwest corner of West    17tb                                    >60,000
                       and Marsball

            9/12/90    Ditcb next to ball field near West 17tb                                           90
                       and Linden

            9/12/90    Ditcb in front of 1610 Linden                                                   <10

            9/12/90    Ditcb in trailer park (West 15tb and                                         1,000
                       Clifton)

            9/12/90    Marsball Run at West 15tb and Harper                                             180









                                    Miscellaneous Stream and Storm Water Samples

                                                                                           Fecal Coliform/
            Date               Location                           Special Conditions             100 ml

           9/12/90    Marsball Run at 10tb and Micbigan                                              230
           9/14/90    Waldameer - puddle at top of bluff,                                             60
                      on west side of property
           9/14/90    Storm water in gully near Kelso                                             2,000
                      access road (goes to storm drain at
                      the back of the Kelso property, then
                      exits to Lake Erie via the
                      Beacbcomber Camp creek)
           9/14/90    Pond at Sboreline Apartments                                                   150
           9/17/90    Puddle (muddy) in trailer park on          Wet weatbet                      2,000
                      West 6tb Street, across from
                      New Process

           9/17/90    Puddle - corner of West 6tb Street                                          1,000
                      and West Lake Road

           9/17/90    Puddle - Calvary Cemetery, near                                                460
                      center (on paved road)

           9/17/90    Puddle (muddy) - east end of                                              >60,000
                      Calvary Cemetery, near West 10th
                      Street gate

           9/17/90    Puddle - West Iltb Street, just soutb                                       1,000
                      of Calvary Cemetery (sparrows were
                      batbing in the puddle)

           9/17/90    Marsball Run - soutb brancb at 700                                          1,000
                      block of Marsball Drive










                                   Miscellaneous Stream and Storm Water Samples

                                                                                           Fecal Coliform/
            Date               Location                          Special Conditions             100 ml

           9/17/90    Marsball Run - west brancb at 700                                          1,000
                      block of Marsball Drive

           9/17/90    Marsball Run - just soutb of West                                          1,000
                      Lake Road

           9/17/90    Sborebaven Creek:

                           Near moutb (a man was                                                 4,000
                           sboveling sediment and moving
                           debris in the streambed just
                           upstream of the sampling point)

                           just downstream of lift station                                       1,000

                           Upstream of lift station, just                                        1,000
                           downstream of last duck pond

                           Water running into first duck pond                                        10

           9/17/90    Moutb of small stream wbicb drains                                            460
                      the Clifton Drive area

           9/17/90    Marsball Run:

                           Near moutb                                                            3,000

                           At West 10tb and Micbigan                                                930
                           At West 15tb and Harper                                               2,000

                           Near West 14tb and Clifton Drive                                      1,000

                           Just nortb of West 22nd and                                              460
                           Midland Drive









                                   Miscellaneous Stream and Storm Water Samples

                                                                                          Fecal Coliform/
            Date               Location                          Special Conditions             100 ml

           9/17/90    Storm water retention area at                                              2,000
                      West 26th near Colonial

           9/17/90    Flooded area - southwest corner                                            8,000
                      of West 12th and Harper Drive

           9/18/90    Presque Isle:

                           Puddle - second bay parking lot                                       1,000

                           Puddle - Nature Center parking lot                                        80

                           Puddle - on lake-side road, by                                            60
                           Beach 1

                           Ditch on west side of Peninsula                                          130
                           Drive, next to beige water
                           slides at Waldameer

                           Water running down hill to ditch                                      1,200
                           from area of water slides (above)

                           First catch basin north of                                            2,000
                           Waldameer's driveway on
                           Peninsula Drive

           9/18/90    Puddle - 3000 block of West 9th Street                                     6,000
                      (behind Trinity Cemetery)

           9/18/90    Storm water   foot of Powell Avenue                                        1,800









                                    Miscellaneous Stream and Storm Water Samples

                                                                                           Fecal Coliform/
            Date                Location                          Special Conditions             100 ml

           9/18/90    Storm water (above) at 400 block of                                           190
                      Powell Avenue

           9/18/90    Trinity Cemetery - puddle at northwest                                          30
                      side of cemetery

           9/18/90    Puddle at corner of West 6tb Street                                           760
                      and West Lake Road

           9/18/90    Sediment from storm water retention                                      >60,000/10 g
                      area on West 26tb near Colonial

           9/18/90    Ditch - Hastings Avenue north of                                              110
                      West 32nd Street

           9/18/90    Sediment from the above ditch                                                100/10 g

           9/18/90    "Creek" at 3400 block of Pondview                                             340

           9/18/90    Sediment from the above "creek"                                              700/10 g

           9/19/90    Storm water running into catch              Wet weather                       680
                      2600 block of East 33rd Street

           9/19/90    Four Mile Creek at Station and                                                240
                      Shannon Roads

           9/19/90    Ditch near St. Benedictine Sisters                                            220
                      on East Lake Road (muddy)

           9/19/90    "Potbole" in road near ditch above                                          16,000

           9/19/90    Bebrend College - creek by barn, at                                          3,000
                      foot bridge









                                    Miscellaneous Stream and Storm Water Samples

                                                                                            Fecal Coliform/
            Date                Location                          Special Conditions              100 ml
            9/19/90   Bebrend College -  puddle by visitors'                                      27,000
                      parking area

            9/19/90   Puddle on street,  800 block of                                             6,000
                      West 21st Street

            9/15/90   Puddle - Rolling Ridge School                                                    50
                      parking lot
            9/19/90   Puddle in the middle of Cherry Street                                       1,000
                      next to the Health Department building
            9/19/90   Gannon University - puddle in front                                        >60,000
                      of Zurn Science Building
            9/19/90   Puddle - Erie Day School parking lot                                        9,000
            9/19/90   Puddle by entrance to One Zurn Place                                        2,000

            9/19/90   Puddle - 1400 block of South Shore                                          <1,000
                      Drive

            9/19/90   Puddle - Villa Maria College campus                                         9,000

            9/19/90   Puddle - top of State Street                                                1,300
                      (Glenwood Hills)

            9/19/90   Puddle - East Grandview behind                                              22,000
                      Mercyhurst Prep

            9/19/90   Puddle - parking lot behind Zurn                                            33,000
                      Science Building, Mercyhurst College
            9/19/50   Puddle - Wintergreen Gorge Cemetery                                            700










                                     Miscellaneous Stream and Storm Water Samples

                                                                                                Fecal Coliform/
             Date                Location                            Special Conditions              100 ml

            9/20/90    Gully near the Kelso access road:

                             Storm water                                                         400 fecal coli
                                                                                                    330 E. coli
                                                                                            12,000 fecal strep

                             Sediment                                                   27,000 fecal coli/10 g
                                                                                       17,000 fecal strep/10 g

            9/20/90    Storm sewer at the bottom of the
                       Kelso access road:

                             Storm water                                                       1,000 fecal coli
                                                                                                  1,0080 E. coli
                                                                                              5,000 fecal strep

                             Sediment                                                    2,900 fecal coli/10 g
                                                                                        7,000 fecal strep/10 g

            9/20/90    Wet sediment wbere drainage is                                                   1,600
                       seeping downbill from Kelso
                       Vacationland to Kelso Beacb
                       access road

            9/20/90    Rain water in a tire (Kelso Beacb)                                                  10

            9/20/90    Puddle on West 15tb between                                                        420
                       Peninsula and Harper Drives

            9/20/90    Flooded yard - nortbeast corner                                                    500
                       of West 15tb and Harper Drive









                                   Miscellaneous Stream and Storm Water Samples

                                                                                           Fecal Coliform/
            Date               Location                          Special Conditions             100 ml

           9/20/90    Ditcb - Harper Drive soutb of                                                  30
                      West 15tb Street

           9/20/90    Wet sediment - bottom of above                                              3,000
                      ditcb (was run as a liquid)

           9/20/90    Puddle - 3400 block of West 12tb                                            7,000

           9/20/90    Puddle - soutb of West 12tb Street                                           220
                      near airport lift station

           9/20/90    Puddle - on Wolf Road near West                                              700
                      Lake Road - very muddy from
                      land-moving operations at Wolf Run

           9/20/90    Lake Sbore Golf Course

                           Stream                                                                 7,000

                           Stream nearer to moutb in woods                                         200

                           Small stream near a sewage                                              300
                           lift station

           9/20/90    Ditcb on Mancbester Road, nortb                                                40
                      of West Lake Road

           9/20/90    Creek/storm drain at Foxglove Lane                                           900









                                   Miscellaneous Stream and Storm Water Samples

                                                                                           Fecal Coliform/
            Date               Location                           Special Conditions             100 ml

           9/24/90    Foot of Chautauqua Boulevard:              Wet weather earlier

                           Overflow pipe into stream                                    >60,000 fecal coli
                                                                                           >60,000 E. coli
                                                                                       >60,000 fecaT -strep

                           Stream upstream of overflow                                  >60,000 fecal coli
                           discharge                                                       >60,000 E. coli
                                                                                       >60,000 fecal strep

                           Stream downstream of overflow                                >60,000 fecal coli
                           discharge                                                       >60,000 E. coli
                                                                                       >60,000 fecal strep

           9/24/90    Foot of Dunn Boulevard -                                           42,000 fecal coli
                      creek/combined sewer overflow                                         35,000 E. coli
                                                                                        25,000 fecaT -strep

           9/24/90    Puddle near the Dunn Boulevard                                      8,000 fecal coli
                                                                                              4,000 E. coli
                                                                                        23,000 fecal strep

           9/24/90    Kelso Beach - puddle (overflow                                              1,200
                      from storm drain)
           9/24/90    Kelso Beach - damp sand between                                              400/10 g
                      storm drain and parking lot
           9/24/90    Kelso Beach - puddle in parking lot                                         2,000
           9/24/90    Kelso Beach - sediment from                                              27,000/10 g
                      parking lot puddle









                                    Miscellaneous Stream and Storm Water Samples

                                                                                           Fecal Coliform/
            Date                Location                          Special Conditions             100 ml
           9/24/90    Puddle in private  drive between                                            38,000
                      Crystal Point and  Kelso property
                      (Crystal Point storm drainage route)
           9/24/90    Damp &oil west of drive (above)                                          11,000/10 g
           9/24/90    Crystal Point storm water from                                               1,000
                      end of pipe
           9/24/90    Crystal Point - wet sediment at                                          27,000/10 g
                      end of storm water pipe
           9/24/90    Pond at Sboreline Apartments                                                   80
           9/24/90    Sediment from pond above                                                    350/10 g

           9/25/90    Presque Isle:
                           Lily Pond (by Administration                                              20
                           Building
                           Marina Lake (at Public Boat Ramp)                                         30
                           West end of Long Pond (at bridge)                                         70
                           Marsby area at edge of Big Pond                                           10
                           (near Perry Monument)
                           Graveyard Pond                                                            50
                           Niagara Pond                                                              <10

                           Horsesboe Pond                                                            <10










                                    MiscellaDeous Stream and Storm Water Samples

                                                                                           Fecal Coliform/
            Date               Location                          Special Conditions             100 ml

            9/25/90   Presque Isle:

                            Marsby area next to Sidewalk Trail                                   1,200

                            Puddle at base of Beacb 11                                               10
                            sand mound

                            Beacb 10 - large puddle in                                              180
                            west parking lot

                            Marsby area next to Marsb Trail                                          40

            9/26/90   Presque Isle:

                            Puddle between east sand mound                                       11,000
                            and aerobic tanks at Beacb 1

                            Puddle at base of west sand                                             200
                            mound at Beacb 1

            9/26/90   Puddle - Sara's Restaurant driveway                                        2,500

            9/26/90   Beacbcomber Camp:
                            Ditcb by arcade                                                      9,000
                            Ditcb on west side of playground                                     13,000
                            Ditcb on east side of playground                                     4,300
                            Hole in ground soutb of                                                 500
                            playground (end of storm pipe
                            could be seen in bole)
                            Puddle in camp road                                                  5,500









                                   Miscellaneous Stream and Storm Water Samples

                                                                                           Fecal Coliform/
            Date               Location                          Special Conditions             100 ml

           9/27/90   Kelso Beach (storm drain bas been
                     excavated and is now a trench):
                           Usual sampling site, at catch                                           510
                           basin behind parking lot
                          'Downstream, at end of trench                                           1,300
                           (at fence between Kelso and
                           Beachcomber Campground)
           9/27/90   Beachcomber Campground - drainage                                             <10
                     from Waldameer, east side of camp

           9/28/00   Lakeshore Golf Course:

                           Stream                                                                    10

                           Downstream, in woods                                                      40
           10/1/90   Crystal Point storm water                                                   19,000
           10/1/90   Small stream east of Sborebaven,                                              280
                     at mouth

           10/2/90   Walnut Creek at Kearsarge lift station                                        440
           10/2/90   Ditch - West 40tb Street, just east of                                        480
                     Sterrettania

           10/2/90   Storm water retention area at Porreco                                           40
                     Extension Center (on West 38tb Street)

           10/2/90   Water with suspended sediment                                                 180
                     from retention area above










                                   MiscellaDeous Stream and Storm Water Samples

                                                                                          Fecal Coliform/
            Date               Location                          Special Conditions             100 MI

           10/2/90    Storm water culvert in front of                                               360
                      Porreco Extension Center

           10/2/90    Puddle in front of Millcreek Townsbip                                       3,000
                      Building on West 26tb Street

           10/22/90   Combined sewer overflow at foot            Wet weatber                     34,000
                      of Dunn Boulevard

           10/22/90   Foot of Cbautauqua Boulevard                                              >60,000
                      overflow pipe to stream

           10/22/90   Foot of Halley Street - storm                                                 130
                      water




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