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









                                                   UNIONVILLE DRAINAGE STUDY
                                                   FINAL REPORT TO THE
                                                   WORCESTER COUNTY COMMISSION


                                                                                  DEC 1990
















































                            HD
                            1683
                            .M2
                            U56
                            1990





                                                                      'A







              Oe
                                         UNIONVILLE DRAINAGE STUDY




                                                           A Fn4AL IUMXW TO THE


                                                     MIKES= 00MM CCHMISSICNERS


                                                                CIOASTAL ZONE
                                                         INFORMATION CENTER



                                                                                                                OCEAN CIT


                                                                                                     BERLIN



                                                                         WORCESTER,

                                          ionvi
                                                                                             SNOw H ILL



                               -OOF
                     Q.                                                                        c0tv

                                                                       OKE CITY









                                                    PREPAMD BY:        JAHM 0. MCINME
                                                                       ARMIR L.       SMCK=, JR.

                                                              Deomber 4, 3-990












                                      UNIONVILLE STUDY


                                             TABLE OF CCNTENTS



                        TOPIC                                              PAGE


            Summary of Plan                                                  1

            Introduction


               Purpose of Study                                              2
               Authority for Study                                           2
               Funding for Study                                             2
               Nature of Study                                               2

            Description of Drainage Study Area

               Physical Data                                               3-4
               Economic Data                                                 4
               Fish and Wildlife Resources                                   5
               soils                                                       5-6
               Wetlands                                                    6-7
               Endangered and Threatened Plants and Animals                  7
               Cultural Resources                                          7-8


            Drainage Study Area Prcbl

               Land Treatment                                                9
               Floodwater                                                    9
               Erosion and Sediment                                          9

            Drainage Study Elanents

               Drainage Study Reccmmndation                               10-11
               Construction Through Forest Land                           11-13
               Construction Through Crcpland                              14-17
               Land Treatment                                              18
               Mitigation Features                                         18
               Pemits Required                                             18
               cost                                                       19-20
               Funding and Tedudcal Assistance Resources                  20-21
               Land Rights                                                 22
               Relocation.                                                 22
               Operation and Maintenance                                  22-23

           -Engineering                                                   24-25

            Geologic Investigations                                        26

            Acknowledgements                                               27












                                       UNIONVILLE STUDY


                                           TAME OF CONTENTS COW.



                         TOPIC                                                PAGE

            Appendix

               Rdiibit 1  - Watershed Boundary and Chesapeake Bay
                            Critical Area lane                              28-29
               Exhibit   2- Soil                                            30-33
               Exhibit   3- flydric Soils                                   34-38
               Exhibit 4  - Nontidal Wetlands                               39-40
               Exhibit 5  - Nontidal. Soil and Wetlands Investigation       41-48
               Exhibit   6- land Ownership                                  49-56

            Correspondence

            Engineering Plan












                                      UNICNVILT-E DRAINAGE SI=


                                      WaRCEs= anny, MARnAM



                                               SUEMARY



           This study proposes a project for watershed protection, flood prevention and

           drainage in Worcester County Maryland to improve the living conditions of

           approximately 40 home sites and to improve the agricultural economy. The project

           includes approximately 10, 283 linear feet of channel construction, two water

           control structures and one sediment basin.     The project construction cost is

           estimated at $28,929.



           Three alternatives were considered during the project study: 1) No action; 2)

           Channel improvement; and 3) Multiple purpose channel inprovement. The multiple

           purpose channel inprovement project was selected to insure minimum enviromental

           disturbance.




           The multiple purpose channel improvements could be installed by a Public Drainage

           or Watershed Association.    The County Commissioners could organize such an

           association under the authorities granted by state law. The comnissioners could

           provide financial and technical assistance to such an association according to

           established procedures.   The final project scope should be approved by the

           association and ccmTdssioners.




           The multiple purpose channel should be operated and maintained by the association

           organized by the cormissioners. Tand treatment measures should be operated and

           maintained by the owners and/or operators of the farms on which the measures are

           installed.



















             PURPOSE OF STUDY


             The purpose of this study is to evaluate the water and related land resources of

             the Unionville area,to identify problems associated with their use and

             development and to propose alternatives for the development of these resources.

             The overall intent of the study is to improve the quality of life and to manage,

             conserve, preserve, create, restore and improve the quality of natural and

             cultural resources and ecological system.

             AUTHOR= FOR STUDY


             Worcester County Ccamissioners

             FUNDING FOR STUDY


             Preparation of this document was (paxtially) funded by the Coastal Zone

             Management Act of 1972, as amnded, administered by the Office of Ocean and

             Coastal Resources Management, National Oceanic and Atmospheric AAministration.

             NATURE OF STUDY

             This study reviews water and related land resources to meet present and future

             needs of the area and presents suggested alternatives for achieving orderly and

             beneficial utilization, development and conservation of these resources.

             Specific evaluations were made for flooding, wetlands, land treatment, soil

             erosion and sedimentation, drainage, water quality and fish and wildlife.









                                                   -2-












                                              OF TM EPAINAIGE STUDY AIMk



             PHYSICAL DATA

             The Unionville Drainage area ccnprises an area east of, and adjacent to, the

             Pocomoke River and just southwest of Pocomke City, Maryland.       it is in the

             Atlantic Coastal Plain physiographic province and is mantled with sediments of

             Pleistocene and recent geologic ages.     The topography is quite flat and sea

             level elevations range fran 4 feet to 20 feet. The existing drainage channels

             have an average gradient of .0017 feet per foot and stream flow is generally

             easterly in direction.



             Total drainage area is 150 acres of which 63 acres are open land, 47 acres are

             woodland and 40 acres are hcmestead. The major crops are corn and soybeans.



             80ils in the watershed are of coastal plain origin and about 65 percent are

             poorly drained.    The soils are suitable for agriculture when well managed,

             drained and protected fran flooding.



             The normal growing season is 200 days and ranges from mid April to late October.

             Average annual teaperature is about 58 degrees F.       February has the lowest

             monthly average at 39 degrees F. and July has the highest at 78 degrees F.



             Precipitation averages about 43 inches annually and is fairly evenly distributed

             through the year with a maximum in August and a minimum in Octcber or February.

             Heavy rains during the colder half of the year are usually fran low pressure

             systems moving north or northeasterly along the coast. In sumver, heavy rains

             occur mostly in thunderstorms, tropical storms or hurricanes. Thunderstorms

                                                    -3-









              occur on an average of 30 days a year with 77 percent of these from May to

              August.    Tropical storms or hurricanes affect the area about once a year,

              usually between July and November. Many of these cause at least minor damage

              through heavy rainfall, strong winds and high tides.



              The major water use is for domestic purposes and these requirezents are

              satisfied by private wells.



              The 47 acres of forest land are well suited for production of timber products

              and, with management, improvement of forest hydrologic conditions is expected.

              ECONOMIC DATA

              The drainage area is rural in character and is known as Unior.Tville. The total

              population is estimated at about 150 people. This area is located about two

              miles southwest of Poccwke City, Maryland.



              There are six parcels being farmed in the drainage area. The remaining lands

              are woodland and lots ranging from .2 acres to 10 acres in size. The average

              lot size is about one acre.        Most of the farmland IS rented to, outside

              interests.   There are no poultry operations or livestock operations in the

              drainage area.



              Present forest stands, which occupy about 31 percent of the area, consist of 60

              percent softwood stands, mostly Lablolly Pine, 10 percent bottom land hardwoods

              and 30 percent mixed stands.          Timber resources are a major economic

              consideration with sawtimber and pulywood. d=nating the stand. Most of the

              residents are employed in P==ke City, Salisbury and Snow Hill.


                                                     -4-












              FISH AND WITIDLTFE RESOURCES

              Wildlife resources in the study area are comprised of low to moderate

              populations of a diversity of species incl           uding game and nongame

              representations.   Waterfowl use of the area is considered low to moderate.

              Hunting pressure for these species is moderate. The stands of mixed hardwood

              and pine located within the area constitute good forest wildlife habitat.



              Fish resources in the study area are limited to small intermittent and ephaTeral

              streams and a very small pond. Fish resources in the nearby Pocomoke River are

              excellent. Drainage ways in the study area are not documented as being utilized

              by anadromous fish for spawning purposes. However, anadromous fish, including

              the American eel, are known to have limited use.

              SOILS


              The most comnon soils in the watershed are members of the Fallsington, Pocomoke,

              Woodstown, Sassafras, Fort Mott, ICej, Lakeland, Portsmouth and Plummer Series.

              The poorly drained Fallsington, Plummer, Pocamoke and Portsmouth soils occur in

              wooded and lowland areas and in numerous pockets throughout the study area.

              These soils have high water tables part of the year and are severely limited for

              many uses.



              The Woodstown, Sassafras, Fort Mott and ICej are moderately-well and well-

              drained soils. The water table in Woodstawn soils are within two feet of the

              ground, surface in winter and spring and create moderate limitations for farmJng

              and most nonagricultural uses. Sassafras, Fort Mott and Inej soils have lower

              water tables.





                                                    -5-









              The Lakeland series consists of level to steep, deep, excessively drained, sandy

              soils on interfluvial flats and dunes (Appendix - Exhibit 2 - Soils).



              Hydric Soils, (Appendix - Exhibit 3 - Hydric Soils) as identified by the Food

              Security Act of 1985, represent approximately 65 percent of the total area.

              Highly erodible soils represent 7 percent and prime farm land represents

              approximately 15 percent.

              WETTANDS


              Wetlands physical and legal interpretation is in a constant state of change.

              Presently, the Fedexal Manual for Identifying and Delineating Jurisdictional

              Wetlands is generally the chosen guide. This manual selects three criteria as

              necessary elements to be investigated in order for a site to be determined as a

              wetland. These criteria are hydric. soils, hydraphytic vegetation and hydric

              conditions. In the appendix of this report, Exhibit 2 shows a map of the soils

              and their location and Exhibit 3 shows the hydric soils. All hydric soils have

              potential to be wetlands! The hydric condition has not been modified by man to

              the extent necessary not to be sub3ect to wetland regulations in the woodland or

              cropland.    Hydrcphytic vegetation is present on all sites not considered

              di -turbed by lot development, filling or presently being farmed. All soils

              sham as hydric that display hydric conditions and hydrcphytic vegetation are

              considered wetlands. Cropland hydric soils are also considered wetlands due to

              their disturbed state and potential for reverting to sites dominated by

              hydrophytic vegetation. All wetlands will require permits for any activity as

              determined by current statutes.





                                                     -6-










              Exhibit 4 shows wetlands which dL5play the wettest conditions. This ream they

              are generally considered wetlands of greater value due to the frequency and

              duration of flooding. . Due to the many ecological values of these wetlands,

              which include: nutrient traps, nutrient reservoirs, aquifer recharge, an#ubian

              and insect nursery and vegetative communities, they are enphasized in this

              report for protection and management to assure their values are enhanced and not

              degraded.



              The wetlands shown are farmed wetland, open water, palustrine emergent,

              palustrine forested and drainage ways. These are the wetlands which we feel

              will be subjected to greater scrutiny for various permitted activities. ExIubit

              5 (Non-tidal Soil and Wetlands Vegetation Notes) describes the soil condition

              and vegetation at the time of the investigation.

              ENDANGERED AND THREATENED PLANTS AND ANIMAIES

              The bald eagle (Haliaeetus Leucocephalus) is included in the federal list of

              endangered species and is protected under The Endangered Species Act of 1973.

              Nesting of this species occurs immediately south of the study area adjacent to

              the Pocomoke River.    This area is identified in the Delmarva River Basins

              Survey, October 1978, Wildlife Biologic Priority Areas, R)ccmke Sub-Basin,

              Appendix A. No other endangered or threatened species are known to inhabit or

              use the immediate watershed area. Contact has been made with the State Natural

              Heritage Foundation for further research.

              CULTURAL PESCURCES


              There is archaeological evidence of human occupation of the Delmarva Peninsula

              from about 10,000 B.C. onward. It is thought that early inhabitants of the area

              established transient or seasonal canips frcm which they ventured for hunting and

                                                    -7-









              foraging. Prehistoric sites tend to be small in size and low in lithic (spear

              points, grinders and knives) density. most are located on well drained soils

              with rcderate slopes where relatively high elevations are adjacent to swauTr. or

              stream confluences. other sites of historic and architectural significance are

              farm houses of the early nineteenth century.



              It is evident from early history that archaeological and historical resources

              are significant.   Should any of these resources be discovered fran project

              activities, the recovery, protection or preservation operations will be handled

              in accordance with the Archaeological and Historical Preservation Act

              (PL 93-291).

































                                                   -8-












                                      DRAINAGE STUDY AREA PROMM



            IAND TREATM=


            The major land treatment problem is excess floodwater and inadequate drainage

            outlets. on-farm drainage has been installed on one farm. Iack of an adequate

            outlet, or the limited effectiveness of present outlets, has prevented the

            application of drainage on other areas.     Due to wet field conditions limited

            acreage can be treated with cover crops.    Poor drainage conditions on existing

            cropland limit management options and prevent farmers from meeting desired

            planting and harvesting schedules and period-ically cause partial to total crop

            loss, severe weed problems, limited use of cover and green Panure crops and

            shallow root development.

            FLMDWATER


            Crop losses from flooding are experienced periodically, sometimes occurring

            several tunes during a growing season. Road and culvert damage occur at points

            where they cross channels. Damage to hcmes occurs periodically in the form of

            flooded yards, muddy and iupassable driveways and roads and malfunctioniM septic

            system. All of these contribute to reduced property values and increased health.

            hazards.


            EROSION SEDIMENT

            Due to the flat topography, gully and sheet erosion are minor in the study area.

            Some slight wind erosion occurs seasonally on the few acres of well-drained soils

            in the study area. Although erosion and the accompanying sediment productions are

            slight, even small amounts of sediment are significant when they are deposited in

            farm ditches, outlet channels, culverts and pipes. Where sedimentation occurs, it

            complicates drainage and floodwater runoff by reducing transmission capacity of

            channels and structures.


                                                  -9-












                                         EPAINAGE STUDY EMEMM



            ERAIMGE STUDY RECOMMENDATTON

            This study reccanends; that approximately 10,.283 linear feet of channel excavation

            be done and that a land treatment program be alutiated through the local Soil

            Conservation District.




            Efforts have been made to minimize the detrimental effects of channel work.

            Channel work has been planned to follow the aligrmient of existing channels

            whenever this is practical.    Groups of trees which have significant aesthetic,

            scenic, or ecological value should be left standing within the construction limits

            where this is technically feasible, and where trees can be expected to survive in

            disturbed surroundings.    At road crossings measures will be taken to make

            channels more visual   plea ing. Where possible a vegetative screen of trees and

            shrubs should be preserved (or established) to create visual diversity.



            A permanent sedn-ent trap should be installed at the start of construction in the

            main channel.    Sediment traps provide an area where some fines and heavier

            materials (such as sand and gravel), carried downstream during construction, can

            settle out before reaching the Poccmke River. These traps will be cleaned out as

            necessary during construction and maintained to provide storage for future

            sediment deposits and for fish and wildlife habitat.



            Channel sides should be fertilized and seeded upon ccupletion of each day's

            excavation work. Berms should be limed, fertilized arxi seeded after excavation

            has been completed and the spoil has been spread and shaped.         Channel site

            conditions will determine the construction method specified, the width of the

                                                  -10-









            cleared area and how the spoil material is to be spread.    Channel construction

            technique is divided into two categories: 1) construction through forest land

            and (2) construction through cropland.

            CONSTRUCrION THROUGH FOREST IAND


            Where channels pass through woods the width of the cleared areas will be kept to

            a minimm. Four options are available for channel construction in wooded areas:

            (1) clearing and shaping; (2) one-sided construction; (3) off-sided construction;

            and (4) two-sided construction.    These methods differ froin one another on the

            basis of the relative amounts of clearing and excavation permitted. Selection of

            a particular method is dependent upon the significance of existing fish and

            wildlife habitat, the condition of the present channel, and requirements for the

            new channel.




            The off-side construction is the recamended option.         Channel construction

            operations are performed from one side, within a 35 foot strip (Figure 1).

            However, in order to reduce blowdown problems, trees and other vegetation on the

            off-side bank are removed within 12 feet of the top of the constructed side slope

            of the channel.




            The channel bottom is deepened  and widened as necessary, and both channel sides

            are cut to provide 1:1 side slopes.     Although most of the spoil material is

            deposited and spread on the construction side, some is also spread on the off-side

            to form a low berm.    The berm retards averbank flow and provides a suitable

            surface for seeding.   Control inlet pipes are installed on both sides of the

            channel at appropriate intervals and bath banks are seeded to grass. Maintenance

            mowing is not performed on the off-side bank so that over a period of years a new

                                                 _11-









           stand of trees will become established along the channel. This option will also

           facilitate construction where the center line of the drainage ditch is the

           property line.






















































                                               -12-






























                                                                  Min.
                                                                                             3  MC It
                                                                                            Ratu - I_G_
                                                                         %  No Min. I            ra rou n.   Linej       D--ebr-i T
                                                                                                                         Disposo 1
                                                            12' Max.                                                     Area
                                                              Berm           158
                                                                    J        Max.        L 35' MOK - -Spoil Disposal Arect
                                                                            Elotto
                                                                            Width
                                                           L                   Clearing Limits
                                                                              Disposal Limits
                                                                            1i;tt
                                                                            W i dot 4h



                           Figure .1 - Off-sided channel construction through wood&












            CONSIRUCITON THROUGH CMPIAND

            Channel construction through cropland may involve clearing and shaping, one-sided,

            off-sided, or two-sided construction methods, depending on the location of

            existing fish and wildlife habitat, the condition of the present channel and

            requirements for the new channel.



            The one-sided construction method (Figure 2) or two-sided construction (Figure 3)

            are the reconmiended options.



            one-sided construction through cropland can be performed where: 1) the existing

            channel is at least 3 feet deep with stable side slopes and very few overhanging

            or leaning trees; 2) the bottom width of the channel after construction will be

            15 feet or less; and 3) insurmountable property line prcbleTns do not exist.



            Construction work will be performed from the less vegetated bank. In situations

            where hedgerows occupy both banks and where property lines are involved vegetation

            should be removed from both sides.



            one-sided construction through cropland differs slightly from the same method used

            through woods. Spoil obtained frcm channel excavation is spread into cropland,

            usually to a depth of about six inches, to minimize interference with normal

            farming operations. A flat, ten foot berm (instead of a reverse berm) is provided

            as a buffer between cropland and the channel to control erosion. This berm is

            seeded to grass and is mowed at appropriate intervals to control woody vegetation.






                                                  -14-










            Two-sided construction will be performed from both sides or either side, as

            necessary, where insurmountable property line problems exist.    When two-sided

            construction is performed through cropland, spoil is deposited on either or both

            sides of the diannel. and spread to minimize interference with normal farming

            operations (Figure 6). Grass filter strips, ten feet wide, are established and

            maintained along both banks.   Seeding will be carried out in the constructed


            areas.





























































                                                 -15-


























                                                                                                  Approx. 6"


                                                                             MIM                                   Nalurdl Ground Line


                                                                                           10,
                                                                             15,          Berm
                                            Existing Area Undisturbed        Max.         Width
                                                                             Widt h    Seeded

                                                                                                  2W Mat- Disposal Limit








                            FIgure 2.  One-sided channel construction-- woods and cropland





















                                          ApprOL 6
                                                                                      Approx. 6

                                                                                                                             now
                                                                                                      "*@Noturai
                                                                 %,,No Min.,-,                                            no

                                                       Id                          Id
                                                      Berm                       Berm
                                                      -Width                    L. Width
                                                                              Uided


                               250  Max. Disposal Limit                                   25d Max. Disposal Limit






                       Figure 3. Two-sided channel construction    through cropland













            IAND TPEATMENT

            Use the local Soil Conservation District to assist landowners and operators with

            the installation of on-farm drainage systems, tile drainage, land smootl@,

            hedgerow planting, wildlife wetland habitat management and forest land management

            practice.

            M=GATTON FEATURES

            Water control structures are planned on the main channel at Station 13+65 and

            Station 44+32.   With adequate rainfall and proper operation, the structure at

            Station 13+65 on the Main will maintain water in the channel for approximately

            2,250 feet and 905 feet of Prong 1. The structure at Station 44+32 on Main will

            maintain water in the channel for approximately 1,650 feet and 1,430 feet on Prong

            2. These structures will help maintain water table levels during dry seasons and

            have favorable affect for wildlife.      The sediment trap at the beginning of

            construction will also provide for wildlife habitat.

            PERMITS


            Permits will have to be acquired for construction, operation and maintenance

            through the Maryland Department of Agriculture, which is the lead agency for all

            other Maryland agencies who may be interested in the project.          Permits or

            notifications are required to change course, current or cross-section of a

            nontidal stream. Permits or notifications ray be required under Section 404 of

            the Clean Water Act. The U.S. Army Corps of Engineers determines need on a case-

            by-case basis. other state and federal agencies may require review or permits,

            therefore, it is suggested that the local office of the Soil Conservation

            District be contacted to determine these needs.







                                                  -18-












            COST

            The study area, as originally defined, involved three separate hydrologic units

            (Area I, Area II, and Area III) each having their own outlet. A cost analysis

            was computed for each unit having severe drainage prcblems.

                Alternative       Name                                      cost

                     1            No Action                                 $       0.00

                     2            Channel Improvement
                                  Area I
                                    a. Excavation and Disposal                 11,524.00
                                    b. Clearing                                 6,900.00
                                    c. Seeding                                 3,400.0
                                  Total Estimated Cost                      $  21,824.00


                                  Area II
                                    a. Excavation and Disposal                   150.00
                                    b. Clearing                                  156.00
                                    c. Seeding                                     90.00
                                  Total Estimated Cost                      $    396.00


                                  Area III
                                    a. Excavation and Disposal                  2,210.00
                                    b. Clearing                                  984.00
                                    c. seeding                                   615.00
                                  Thtal Estimated Cost                      $ 3,809.00













               The no action alternative has high cost to existing land uses. These costs

            include: road failure; septic tank failure; increasing advancement of saturated or

            fl. ooded conditions and associated crop loss; and the inability to maintain roads

            and hcmes including degeneration of foundation stability.




                                                    -19-











                 Alternative      Name                                       cost

                     3            Multiple-Purpose Channels
                                  Area I
                                    a.  Excavation and Disposal                 11,524.00
                                    b.  Clearing                                6,900.00
                                    c.  Seeding                                 3,400.00
                                    d.  Water Control Structures                2,900.00
                                  Total Estimated Cost                       $ 24,724.00

                                  Area II
                                  a. Excavation and Disposal                 $    150.00
                                  b. Clearing                                     156.00
                                  c. Seeding                                        90.00
                                  Total Estimated Cost                       $    396.00


                                  Area III
                                  a. Excavation and Disposal                    2,210.00
                                  b. Clearing                                     984.00
                                  c. Seeding                                      615.00
                                  Total Estimated Cost                       $ 3,809.00



            Cost does not include administrative costs, engineering services and pipe

            modifications either public or private.

            FUNDING AND TECHNICAL ASSISTANCE RESOURCES


            Under Maryland law, Public Drainage or Watershed Association could tax

            beneficiaries for the cost of installation and operation and maintenance.



            The local County Caamissioners could contribute to the cost of construction.



            The Farmers Home Administration could make financial assistance available to

            eligible landowners under the provisions of the Soil and Water Conservation Loan

            Program-









                                                    -20-










            Various state agencies have programs that ray apply to this project. Below is a

            listing of possible participating agencies.

                         1. Maryland Department of the Envirorment
                         2. Maryland Department of Natural Resources
                         3. Maryland Department of Agriculture
                         4. Maryland Department of Housing and Community Development


            The Soil Conservation Service will'provide technical assistance in the preparation

            and application of conservation farm plans.     Such assistance will be provided

            through the on-going program of the district and will be accelerated as needed to

            meet the project schedule.



            The Forest Park and Wildlife Service through the Maryland Department of Natural

            Resources is available to provide services to distxict cooperators with technical

            forestry assistance in the project area for the preparation and carrying out of

            nanagement plans.



            The county Agricultural Stabilization and Conservation Ccmittee could provide

            cost-sharing assistance to farmers of the watershed in accordance with the

            provisions of the program in effect at the time assistance is requested.



            State fish and game agencies and the U.S. Fish and Wildlife Service could provide

            technical assistance under on-going programs for the improvement of fish and

            wildlife habitat on the farms in the watershed. Special emphasis will be given to

            the use of adapted seeds and plants on spoil banks, berms of field ditches and

            sediment traps and to the treatment of odd areas created by realignment of

            drainage systems.




                                                  -21-













            1AND RIMTS

            If a Public Drainage or Watershed Association is formed then land rights would be

            obtained under state law  organizing the association.



            County road culverts inproverents would be considered land rights and be the

            responsibility of the association to resolve. Private channel crossings could be

            considered private convenience crossings and be the responsibility of the

            landowner or become the responsibility of the association if formed.        The two

            water control structures would be the association's responsibility.



            The association should give consideration to establishing a permanent maintenance

            easement so that any type of structure could not be built that would obstruct

            future maintenance operation. This maintenance easement should be 50 feet fran

            the top of the bank on each side.


            RELOCATIONS


            No relocations are anticipated. Should the need for relocations arise, they will

            be accomplished by the association.

            OPERATION AND MAINTENANCE


            After construction the channels and structure should be operated and maintained

            by- the local people.    If a Public Drainage or Watershed Association is the

            selected means to complete the project then funds could be acquired through

            taxation of the benefited landowners.



            The estimated annual cost of operation and maintenance is $500.00.           Typical

            maintenance activities are: mowing; brush control; stabilizing; fertilizing and

            reseeding critical areas; sand bar rw=al; debris removal; structure inalntenance;

                                                   -22-









            and maintenance of vegetated filter strips along the channels in both cropland and

            forest land. Presently, legal organized systems are eligible for maintenance cost

            share up to 50 percent of cost of maintenance from the Maryland Department of

            Agriculture.



            When requested the local Soi-l Conservation District could participate in.the

            maintenance program to the extent of furnishing the following:             technical

            assistance to aid in inspection; technical design information necessary for

            maintenance program; and technical assistance to aid in the development and

            revision of operation and maintenance program.






































                                                   -23-













            Surveys for the multiple-purpose channels consisted of a third order bench level

            net, horizontal control channels and valley cross-sections and spat elevations to

            determine hydraulic gradients. Datum used was based on sea level elevations.



            Property lines were obtained from the Worcester County Tax Assessment Office

            (Appendix - Exhibit 6). Using the state wetlands map, the critical area line was

            drawn on the aerial photo (Appendix - Exhibit 1).         Channel alignment was

            established based on property lines, natural flow, soils, elevations, and in

            locations with minimal impact on the environment.



            Water surface profiles were computed on the two year and 100 year storm events to

            establish the starting point of construction. The hydraulic gradient was set by

            profiles and control elevations. A minimum freeboard of one foot was used in this

            design. The discharges were computed by the formula Q = CK 5/6, C is based on the

            nmoff for various soil types and cover, M is the drainage area in square miles.

            This project was designed on the two year storm event which is 3.6 indies in 24

            hours. All channels and culverts were designed using Manning's Formula.



            All quantities were computed by the Soil Conservation Service method using field

            observations for various calculations. Unit cost is based on current prices.



            TWo water control structures were designed to store water on the main diamel.

            Structure No. 1 is located at Station 13+65 and will back water upstream 2,250

            linear feet with an average depth of three feet. Structure No. 2 is located at

                                                 -24-









            Station 44+32 and will back water 1,650 linear feet on the main and 1,430 linear

            feet on prong No. 2 with an average depth of 2.2 feet. These structures can be

            used in times of droughts and during noncrop seasons to restore wetland

            conditions.




            A sediment pond was designed at Station 10+00 to 10+64 on the main. The pond was

            designed three feet below channel design grade and will store annual contributions

            up to 1.8 tons of sediment per acre of drainage area. The total storage capacity

            is 5,360 cubic feet.









































                                                 -25-












                                            GEIDIanc



            There were 22 test holes (Appendix - Exhibit 5) put down by hand auger at various

            locations for channel stability and hydric soil determinations.. The unified soil

            classification system was used to detenTLine their engineering properties.            The

            soils were predominately sand (about 80 percent).          Some silts and clays were

            found. The following criteria was used in the classification:

                          SP     Sand, Poorly graded      0- 5% Fines

                          SM     Sandy-Si-It              5-25% Fines

                          SC     Sandy-Clay              25-50% Fines

                          ML     Silt with low plasticity

                          CL     Clay with low plasticity



            Soil investigations indicate no prcblems in channel stabilization.































                                                     -26-















                                            ACKNOWLEDGEMENTS





                          U.S. Department of Agriculture, Soil Conservation Service

                          Worcester County Drainage Committee

                          Maryland Department of Agriculture, Snow Hill Office

                          Worcester Soil Conservation District


















































                                                  -27-
 






. 0





















                               APPENMX












 .0














   0







                                                                               0








































                  RM IF= qVD11M ANU ZNNGNVSZM CKV AMNnoa coEsamm


                                      T JIUIBXH




















                                                                               0




                                                                                         L4 03
                                                                                       %A' f-0 A (3
                                                                                      w " i 5-1-8


                         211 IArwO i i4tl





                               d1ft










                                                                                      as







                                                   F4


                                        11 pit                                    ism op
                                                         -Owl
                                                               irk










                                         evil

                                       p 0.14.1
                                         1@ log
                                                         wass































                                                              Aw











                                                                                         116







                                                                bla"




                                                    77.




                                                  IL
                           jr
                                      Xj@





                      nu


































                                                         EXEE03JLT 2

                                                           -SOIL
















                                     Soil 5





                                Re-                     Af.                 Ks A
                                                        L013

                                                                                         Fct


                  Q A          KA                 Fq                 Pro

               frq     P-M, A           5,54-A                          Fq
                             WdA


                                                            A




                                                                UN I ONv I L_L


                                                                       Exhibi+


























                                                                      .4 7.








                                                                                                                                                                                                                      4A




                                                           ZIA,-








                                                                                                                                               .44C    1,





                                                                                                                                                 . iN

                                                                                                                                                                                                               dw


























                                                                                             1Z
                                                                                                                                                                                                                                     --APM













                                                UNIONVILLE SOILS



                                                                                     HYDROLOGIC
             SOILS SYMBOL         SOIL NAME                                          SOIL GROUP

                  Fa              Fallsington Sandy Loam                                 D

                  Fg              Fallsington Loam                                       D

                  FmA             Fort Mott Loamy Sand, 0 to 2% slopes                   B

                  FmB           Fort Matt Loamy Sand, 2 to 5% slopes                   B

                  KsA             Klej Loamy Sand, 0 to 2% slopes                        B

                  LmB             Lakeland Loamy Sand                                    A

                  LoB             Lakeland - Fort Mott Loamy Sand, 2 to 5% slopes        A

                  LOC             Lakeland - Fort Mott Loamy Sand, 5 to 10% slopes       A

                  MpA             Mattapex Loam, 0 to 2% slopes                          C

                  Pe              Plumner Loamy Sand                                     D

                  Pk              Pocomoke Sandy Loam                                    D

                  Pm              Pocomoke Loam                                          D


                  Pt              Portsmouth Silt Loam                                   D

                  SaA             Sassafras Sandy loam, 0 to 2% slopes                   B

                  SaB2            Sassafras Sandy loam, 2 to 5% slopes                   B

                  WdA             Woodstown Sandy Loam, 0 to 2% slopes                   C

                  WdB             Woodstown Sandy Loam, 2 to 5% slopes                   c

















                                                   -32-
 











                                              A=C SOIL GROUPS





             Each soil is placed into one of four groups according to the rate of surface
             infiltration of water when the entire soil is thoroughly wetted. Infiltration
             under thoroughly wetted conditions is correlated positively with internal
             transmission of water, and thus negatively with runoff potential. Infiltration
             and transmission of water is not the same as permeability.       For instance, a
             rapidly permeable soil, such as Plummer, will have a very slow infiltration and
             transmission rate when thoroughly wetted because of a stagnant water table.
             Descriptions of the different hydrologic soil groups are as follows:

                  Group A --- Soils having high infiltration rates even when
                               thoroughly wetted, consisting chiefly of deep,
                               well to excessively drained sands and/or gravels.
                               These soils have a high rate of water transmission
                               and would result in a low runoff potential.

                  Group B      Soils having modexate infiltration rates when
                               thoroughly wetted, consisting duefly of moderately-
                               well to well-drained soils with moderately fine to
                               moderately coarse textures. These soils have a
                               moderate rate of water transmission and a moderate
                               runoff potential.

                  Group C      Soils having a slow infiltration rate when thoroughly
                               wetted, consisting chiefly of (1) soils with a layer
                               that impedes the downward movement of water, or (2)
                               soils with moderately fine to fine texture and a slow
                               infiltration rate. These soils have a slow rate of
                               water transmission and a high runoff potential..

                  Group D      Soils having very slow infiltration rates when
                               thoroughly wetted, consisting chiefly of (1) clay
                               soils with a high swelling potential, (2) soils with
                               a high permanent water table, (3) soils with claypan
                               or clay layer near the surface, and (4) shallow soils
                               over nearly impervious materials. These soils have a
                               very slow rate of water transmission and a very high
                               runoff potential.













                                                  -33-







. 9




















                                          EXH1131T 3


                                        BM3RIC SOEIS









    0














   .I*































































                                 ..........




                       .......... ..........





                                                   ..........




              ........              .... ..



















                                                     UNIONVILL.R
                        cc- 50i is
                     d


                                                           E-xhibi+

                                          $4-t







                                                                             jo

                                        44
            orb
                                         f,J














                           7'                          ;ks









                                                         jot -4@





                                                                                                            7;


                                                                                Q

  -AIVO          e,
                                                 I'd
                                                                                Of




                                        i.             -2a,






                                  At






                                                           %
                                                                         @ 07,,7'jtf













                                                   UNIONVILLE Soils


                                                      AREA I


                  HYDRIC SOILS                          SOIL NAME                                  ACRES

                       Fa                           Fallsington Sandy Loam                      50.8

                       Fg                            Fallsington Loam                             1.2

                       Pe                            Plummer Loamy Sand                           9.2

                       Pk                            Pocomoke Sandy Loam                          8.4

                       PM                            Pocomoke Loam                               10.8


                       Pt                           Portsmouth Silt Loam                         4.8



              SOILS WITH HYDRIC INCLUSIONS             SOIL NAME                                  ACRES


                       KsA                           Klej Loamy Sand, 0 to 2% slopes             2.4

                       WdA                           Woodstown Sandy Loam, 0 to 2% slcpes        13.2

                       WdB                           Woodstown Sandy Loam, 2 to 5% slopes       3.6



              HIGHLY ERODIBIE SOILS                  SOIL NAME                                  ACRES


                      FMB                           Fort Mott Loamy Sand, 2 to 5% slopes      9.2

                       LOC                           Lakeland - Fort Mott Loamy Sand,
                                                                5 to 10% slopes                   0.8



              PRIME FARM LAND                       SOIL NAME                                  ACRES


                       SaA                           Sassafras Sandy Loam, 0 to 2% slopes         1.2

                       SaB2                          Sassafras Sandy Loam, 2 to 5% slopes         5.2

                       WdA                           Woodstown Sandy Loam, 0 to 2% slopes        13.2

                       WdB                           Woodstown Sandy Loam, 2 to 5% slopes         3.6


              CTHER                                  SOIL NAME                                  ACRES

                       LOB                           Lakeland - Fort Mott Loamy Sand,
                                                                2 to 5% slopes                   13.2



                                                       -36-
 












                                                UNIONVILLE SOILS


                                                  AREA II


                                                                                    HYDROLOGIC
             SOILS SYMBOL              SOIL NAME                                    SOIL GROUP



                  Pe                   Plumer loamy Sand                                 D

                  Fa                   Fallsington Sandy Loam                           D

                  LoB                  Lakeland - Fort Mott Loamy Sand,
                                                  2 to 5% slopes                        A

                  FmB                  Fort Mott Loamy Sand, 2 to 5% slopes             B




             HYDRIC SOILS              SOIL NAME                                       ACRES


                  Pe                   Plummer Loamy Sand                              1.2

                  Fa                   Fallsington Sandy loam                          0.4




             HIGHLY ERODIBLE SOIL      SOIL NAME                                       ACRES


                  FmB                  Fort Mott loamy Sand, 2 to 5% slopes             0.4



             OTHER                      SOIL NAME                                        ACRES


                  LoB                  Lakeland   Fort Mott loamy Sand,
                                                  2 to 5% slopes                        2.0





















                                                    -37-
 












                                                 UNIONVILLE SOILS


                                                   AREA III


                                                                                       HYDROLOGIC
              SOILS SYMBOL              SOIL NAME                                      SOIL GROUP


                   FMB                 Fort Mott Loamy Sand, 2 to 5% slopes               B

                   Fa                   Fallsington. Sandy loam                            D

                   WdA                  Woodstown Sandy Loam, 0 to 2% slopes               C

                   pin                  Pocomoke Loam                                      D



              HYDRIC SOILS                 SOIL  NAME                                       ACRES


                   Fa.                  Fallsington Sandy Loam                            9.6

                   Pm                   Pocomocke Loam                                     0.2



              SOILS WITH POSSIBLE
                  INCLUSIONS             SOIL NAME                                        ACRES


                   WdA                  Woodstown Sandy Loam, 0 to 2% slopes             1.2



              HIGHLY ERODIBLE SOIL      SOIL NAME                                        ACRES


                  FMB                  Fort Mott loamy Sand, 0 to 2% slopes              1.0



              PRIME FARM LAND             SOIL NAME                                        ACRES


                   WdA                  Woodstown Sandy Loam, 0 to 2% slopes              1.2



















                                                     -38-
 






    0






















                                             EXEMBIT 4 -


                                         NCNTIDAL NETIANDS








    0














    0


















                                                            WETLANDS











                                                                                    Wn.
















                                Lac3ein.=
                                   Fc-xwr-naA Weztbari,-is                           u r-A r o, N, v i VLE
                          mw                       Gavilo-1                                    - c   -.1; 6
                                             * r. n Ice C mm e
                                                                      4

                                   p                pe Wo-












































                                                                                                           . . . . . .....
















                                                  4r
                                                                   it,
                                                                                    V-1
                                                                           IT
   .g4;
                                                                              90AS














                     OF

                                                     OR-







                                                                                                                                If.



                      '7, LE



































                                              EXFH= 5


                               NCHTIDAL SOIL AND VaMMANDIS INVESTIGATION








    0














     0














                                 NOV%- f idcg I 50i I cl hd %-4* ldnd% I n vestig G+ i on






























                         L e-qe.--,Aei
                                                                  U N, 10 -TV I %r -e
                                                                  scc

                                                   41                                         5



















                                                                 4f




















                                                                                                                                                           rao















































                                                                                                            4i












                                     14CNTIDAL SOIL AND VOrIANDS VEXM=CN
                                               3NVESTTGATICN Na=


                                                 August 3, 1990

            SOIL AUGER
            HOLE NUMBER         DESCRIPITON

                 1              0.0 Fr. - 2.0 FT.    Grayish Brown Sand           20% Fines SM
                                2.0 FT. - 3.5 FT.    Grayish Sand              10-15% Fines SM
                                                     Water at 3.5 Fr.
                                Vegetation:          Sedges
                                                     Bullrushe
                                                     Burgrass
                                                     Sweet Pepper Bush
                                Woods:               Sweet GLun
                                                     Scattered Lcblolly Pine
                                                     Heath/Blueber.ry
                                                     Swamp Azalea

                 2              0.0 Ft. - 1.3 FT.    Grayish Brown Sand        10-20% Fines SM
                                1.3 FT. - 2.0 ]FT.   Grayish Fine Sand         20-25% Fines SM
                                                     mottling at 1. 3 FT.
                                Vegetation:          Upper Canopy
                                                       a) 85% Ibblolly Pine
                                                           15% Red Maple
                                                     Sub-Cancpy
                                                       b) Blueberry, Heath, Holy

                 3              0.0 Fr. - 1. 0 FT.   Black, Silt, Fine Sand                    ML
                                1.0 FT. - 1.5 FT.    Gray Sand                    20% Fines
                                                     Mottling at 1.5 FT.
                                                     Water at 2.3 FT.
                                Vegetation:          Upper Canopy
                                                       a)  50% Sweet Gum
                                                           40% 'Maple
                                                           10% Ibblolly Pine
                                                     Sub-.Cancpy
                                                       a) Cinnamon Fern & Green Briar
                                                           Cpen forest floor (flooded at times)
                                                           Ink Berry - Spagnum

                 4              0.0 FT. - 1.5 FT.    Grayish Brown Sand           15% Fines
                                1.5 FT. - 2.5 FT.    Yellowish Brown Sand         15% Fines
                                2.5 FT. -            Yellowish Brown Sand          5% Fines SP
                                                     Well-Drained Soil
                                vegetation:          Upper Canopy
                                                       a) 80% Loblolly Pine
                                                           20% Sweet Gum
                                                     Sub-Canopy
                                                       a) Dogwood
                                                           Wild Cherry

                                                      -43-












            SOIL AUGER
            HOTIE NUMBER       DESCRIPrION

                5              0.0 FT. - 1.0 FT.   Grayish Rtvwn Sand           15% Fines
                               1.0 FT. -
                                                   mottling at 1.0 FT.
                                                   Water at 2.0 Fr.
                                                   50-50   Inclusion
                               Vegetation:         Upper Canopy
                                                     a) 50% Water Oak
                                                           20% Loblolly Pine
                                                           10% Sweet Gtzn
                                                           10% Red Maple
                                                   Sub-Canopy
                                                     a) Devoid of Vegetation
                                                           (Surface Flooding)

                6              0.0 FT. - 1.5 FT. Grayish Brown Sand             25% Fines SM
                                                   Mottling at 0.7 FT.
                               1.5 FT. -           Grayish Sand                 35% Fines SC
                               Vegetation:         Upper Canopy
                                                     a) 80% Red Maple
                                                           15% Sweet Gum
                                                           5% Icblolly
                                                           Surface flooding up
                                                           to 1. 0 FT. in depth
                                                   Sub-Cancpy
                                                     a)    Trunpeter Vine
                                                           Magnolia
                                                           Heath Bush
                                                           Site is getting wetter
                                                           Sucession - trees dying out
                                                           - increasingly wetter
                               Two Adjacent Small  Fields:
                               Vegetation:         Surface
                                                   Spike Rush
                                                   Water persline
                                                   Sedges
                                                   Cockle Berry
                                                   Sof t ]Rush


                7              0.0 FT. - 1.5 FT.   Dark Brown Sand              20% Fines SM
                               1.5 FT. -           Grayish Sand              20-25% Fines
                                                   Mottling at 1. 5 FT.
                                                   Water at 2.5 FT.
                               Vegetation:         Upper Canopy
                                                     a) 90% icblolly Pine
                                                           10% Sweet Gum







                                                     -44-












             SOIL AUGER
            HOTIE NUMBER         DESCRIPITON


                 7 (cont.                              Sub-,Cancpy
                                                         a) 50% Red Maple
                                                             50% Sweet Gum
                                                       Ground Cover
                                                         a) 90% Poison Ivy
                                                             10% Trumpeter Vine

                 8               0.0 Fr. - 1.2 FT.     Grayish Brown Sand            20% Fines SM
                                 1. 2 FT. -            Sand (Heavy Mottling)         40% Fines
                                                       Mottling at 1. 0 FT.
                                 Vegetation:           Upper Canopy
                                                         a) 95% Loblolly Pine
                                                       Sub-,Cancpy
                                                         a)  Cherry
                                                             Dogwood
                                                             Maple
                                                             Sweet Gum
                                                             Holly
                                                             White Nalberry

                 9               0.0 FT. - 2.5 FT. Sand                           10-15% Fines
                                 2.5 FT. - 3.5 FT. Sand       (Mottling)          10-15% Fines
                                 Vegetation:           Upper Canopy
                                                         a) 50% White Oak
                                                             30% Red Oak
                                                             20% Pine
                                                       Sub-,Cancpy
                                                         a)  Red Maple
                                                             Holly
                                                             Black Gum
                                                             Sweet Gum
                                                             Shrub - Sweet Pepper Bush

                10               0. 0 FT. - 0. 6 FT.   Dark Brown Silt                            ML
                                 0.6 FT. -             Grayish Brown Sand            30% Fines    SC
                                                       Water at 1. 2 FT.
                                 vegetation:           Upper Canopy
                                                         a) 90% Red Maple
                                                             10% White Oak
                                                       Sub-Cancpy
                                                         a) 90% Holly
                                                             10% Red Maple
                                                       Floor Cover
                                                         a) Sweet Pepper Bush







                                                        -45-












             SOIL AUGER
            HOTIE NUMBER         DESCRIPrION

                 11              0.0 FT. - 1.2 FT. Grayish Brown Sand               20% Fines
                                                      Mottling at 1. 2 FT.
                                 Vegetation:          Upper Canopy
                                                        a) 80% Pine
                                                             10% Maple
                                                             10% Assorted Oak, Willow
                                                      Sub-Cancpy
                                                        a)   Red Maple
                                                             Sweet Gum
                                                             Black Gtzft
                                                             Holly
                                                      Floor
                                                        a) Sweet Pepper Bush

                12               0.0 FT. - 1.0 FT. Dark Brown Silt
                                                      Iod Plasticity                            ML
                                 1.0 FT. -            Grayish Brvwn Sand            45% Fines   SC
                                 Vegetation:          Upper Canopy
                                                        a) 10% Pine
                                                             80% Red Maple
                                                             10% Willow Oak,
                                                                 Water Oak
                                                      Sub-Canopy
                                                        a)   80% Black Gum
                                                             20% Red Maple
                                                      Floor
                                                        a)   Sedges
                                                             Lizard Tail
                                                             Spagnum
                                                             Magnolia

                                 Old Ditch Bottcxft 611 Depth

               13                0.0 FT. - 1.0 FT.    Reddish Brown Sand        15-20% Fines SM
                                 1. 0 FT. -           Mottling at 1. 0 FT.
                                 Vegetation:          Upper Canopy
                                                        a) 100% Loblolly Pine
                                                      Sub-Canopy
                                                        a)   Black Gum
                                                      Floor
                                                        a)   Dogwood
                                                             Red Maple
                                                             Holly
                                                             Pine Mulch








                                                        -46-












            SOIL AUGER
            HOLE NUMBER         DESCP=ON

               30               0.0 FT. - 0.7 FT.    Grayish Brown Sand           20% Fines SM
                                0.7 FT. - 2.0 FT.    Yellowish Brown Sand         20% Fines
                                2.0 FT. -            Mottling
                                Vegetation:          Farmed Land
                                                     Ragweed, Stickweed/Horseweed,
                                                     Wild Daisies, Dandelion, Oster,
                                                     Field Bind Weed, Paspalum,
                                                     Marigold, Foxtail, Broorn Sedge (1)
                                Secessional Field    Looks as if first year of not
                                                     being tilled

               31               0.0 FT. - 0.6 Fr.    Grayish Brown Sand        15-20% Fines SM
                                0.6 FT. -            Yellowish Brown Sand      15-20% Fines SM
                                                     Mottling at 2.3 FT.
                                No Aquatic
                                Vegetation:          Maple, Sweet Gum, Loblolly Pine
                                Mowed:               Less than 611
                                Amuals:              Foxtail, Ragweed, Field Bind Weed,
                                                     Potanogeation Sorrel
                                Pre Annual:          Broczn Sedge, Osters, Queen Azme T-ace

               32               0 - 0 FT. - 1. 0 FT. Dark Broum Sand           15-20% Fines. SM
                                                     Mottling at 411
                                1.0 FT. -            Gray Sand                 20-25% Fines SM
                                                     Heavy Mottling
                                                     Water at 2. 0 FT.
                                Farmed Wetland/or Trying
                                Dominant Vegetation:
                                                     Fall PanicLun, air@reed,
                                                     Ragweed, Barnyard Grass,
                                                     Foxtail, Smartweed,
                                                     (Penisylvanic=)
                                sub-vegetation:
                                                     Spike Rush, Soft Rush,
                                                     Bull Rush, Sy@rus,
                                                     St. Johns Wart

               33               0.0 Fr. - 0.7 FT.    Grayish Brown Sand           20% Fines SM
                                0.7 FT. - 4.0 Fr.    Yellowish Brown Sand         20% Fines SM
                                4.0 Fr. -            Clay                    40%  Fine Sand   CL
                                                     Mottling at 2. 6 Fr.
                                                     (Perched Water)
                                Ground Cover:        Soybeans

               34               0.0 FT. - 1.0   FT.  Dark Gray Sand               15% Fines   SM
                                1.0 FT. - 2.0   FT.  Gray Sand (Mottlirxg)        20% Fines   SM
                                2. 0 FT. - 2.5  FT.  Gray Clay               30%  Fine Sand   CL
                                2.5 FT. -            Gray Clay (Mottling)                     CL



                                                      -47-











             SOIL AUGER
             HOTIE NUMBER          DESCR=ON


                 35                0.0 FT. - 1.0 FT.      Dark Gray Sand                  15% Fines    SM
                                   1.0 FT. - 1.3    FT.   Hard, Dry Layer                              Sm
                                   1.3 FT. - 1.8    FT.   Reddish Brown Sand              15% Fines    SM
                                   1.8 FT. -              Gray Sand                  15%  Fines Wet
                                   Ground Cover:          Soybeans

                 36                0.0 FT. - 1.8    FT.   Dark Black-Gray Sand            20% Fines    SM
                                   1.8 FT. - 2.0    FT.   Dark Gray Silt                               ML
                                   2.0 Fr. -              Gray Sand                       15% Fines    SM
                                                          Water at 2. 0 FT.
                                   (Shurb Swarp)
                                   Wetlands:              Button Bush, Hibiscus,
                                                          Barnyard Grass, Swaup Rose

                 37                0.0 FT.   - 1.0 FT.    Grayish Brown Sand              20% Fines    SM
                                   1.0  FT.  - 3.0  FT.   Yellowish Brown Sand
                                                          (Mottling)                      20% Fines    SM
                                   3.0  FT.  - 4.0  FT.   Reddish Brown Sand               5% Fines    SP
                                   4.0  Fr.  - 4.3  FT.   Grayish Brown Sand              25% Fines    SM
                                   4.3  FT.    4.6  FT.   Clay                                         CL

                 38                0.0  FT.    1.0  FT.   Grayish Brown Sand
                                                          Vexy Fine Sand                  20% Fines    SM
                                   1.0  FT.    1.8  FT.   Grayish Brown Sand
                                                          (Mottling)                                   Sm
                                   1. 8 FT.    3. 0 FT.   Yellowish Brown Sand
                                                          (Mottling)                  25-30% Fines     SC

                 39                0.0 FT.     2.5 FT.    Yellowish Brown Sand            20% Fines    SM
                                                          Mottling at 1. 5 Fr.
                                   2.5 FT.     5.0 FT.    Slight diange fran above






















                                                           -48-





































                                         EXHIBIT 6


                                       LAND OWNERSHIP









    














   
 






















                                           Land Oumershi



                                                  69 '6001
                                 1,9   zo


                                  10 21 22 '23
                                      32-         34.
                                      33                                     50

                                                 44.          45

                           54.-                               41

                                                               46


          57










                                                                UNIOUVILLE



                                                 49@                           Exhi bit ro















                                                                                                                                                    7!7












                                                                                                                                                                          6A



                                                                                                                                                   ip.





                                                                                                                                                       AW
















                                                                                                                                                                                                                                   411















                                           UNIONVILIE DRAINAGE SIUDY


                                            LIST OF PROPERTY OWNERS





                           TAX MAP N0.83
              MAP NO.      MAP PARCEL NO.       NAME AND ADDRESS                          ACREAGE



                  1           P. 81             Jordan, Gaines A. & Thelm                   2.3
                                                Rt. 1, Box 364
                                                Poccmoke, MD 21851

                  2           P. 82             Bishop, Ambrose & Bessie M.                 1.8
                                                Rt. 2, Box 121
                                                Princess Anne, MD   21853

                  3           P. 206            Williams, Violet B.                         0.7
                                                Rt. 1, Box 362
                                                Poccmke, MD 21851

                  4           P. 83             Hardy, Alonzo & Anna                        1.0
                                                Rt. 1, Box 361
                                                Pocomoke, MD 21851

                  5           P. 84             Robins, Richard Larry & Barbara A.          1.0
                                                Rt. 1, Box 360
                                                Pocomoke, MD 21851

                  6           P. 85             Hall, Sylvester L. & Shirley M.             1.0
                                                Rt. 1, Box 359
                                                Poccwke, MD 21851

                  7           P. 86             Mason Masonic Lodge # 45                    1.0
                                                c/o Paul Evans
                                                P. 0. Box 112
                                                Marion, MD 21838

                  8           P. 25             Cropper, Clarence & Mary                    1.0
                                                Rt. 1, Box 358A
                                                Poccmoke, MD 21851'

                  9           P/0 26            Merrill, William E. & Willie A.             lar
                                                Rt. 1, Box 369
                                                Poccmoke, MD 21851

                 10           P. 222            Merrill, Armand. E.                         0.9
                                                Rt. 1, Box 371
                                                Pocomoke, MD 21851


                                                      -51-













                           TAX MAP N0.83
              MAP NO.      MAP PARCEL NO.      NAME AND ADDRESS                          ACREAGE



                11            P. 26            Merrill, William E. & Willie A.               6.8
                                               Rt. 1, Box 369
                                               Pocomoke, MD 21851

                12            P. 41            Smith, Elmer J. & Elsie M.                   1.1
                                               429 Bank Street
                                               Pocomoke, MD 21851

                13            P. 34            Smith, Elmer J. & Elsie M.                  0.7
                                               429 Bank Street
                                               Pocomoke, MD 21851

                14            P. 207           Ames, James & Zeola  Smith                   0.4
                                               Rt. 1, Box 373
                                               Pocomoke, MD 21851

                15            P. 1             Smith, Lula P. & Elmer                       0.6
                                               429 Bank Street
                                               Pocomoke, MD 21851

                16            P. 42            Hill, Charles E. & Martha F.                 LOT
                                               c/o Madeline Robinson
                                               Rt. 1, Box 13
                                               Westover, MD 21871

                17            P. 43            Ames, James T. & Zeola V.                    1.0
                                               Rt. 1, Box 373
                                               Pocomoke, MD, 21851

                18            P. 112           Blount, Allen B., Jr. & Mirian B. Golden 0.25
                                               626 Cedar Street
                                               Pocomoke, MD 21851

                19            P. 111           Norma Lenell Evans                           LOT
                                               P.O. Box 244
                                               New Church, VA 23415

                20            P. 87            Waters, Leroy Thomas                         0.2
                                               Rt. 1, Box 353
                                               Pocomoke, MD 21851

                21            P. 122           Wilson, Sara                                 1.0
                                               Rt. 1, Box 370
                                               Pocomoke, MD 21851

                22            P. 88            Sidney, Robert L. & Helen P.                 2.0
                                               1430 Unionville Road
                                               Pocomoke, MD 21851


                                                      -52-
 












                           TAX MAP NO. 83
              MAP NO.      MAP PARCEL NO.      NAME AND ADDRESS                           ACREAGE



                 23            P. 89           Waters, Gladstone, Jr. & Elnora              2.0
                                               Rt. 1, Box 350
                                               Pocomoke, MD 21851

                 24            P. 90           Dix, Luther L. & Lillian M.                  1.0
                                               P.O. Box 136 Hamilton Grange Station
                                               New York, NY 10031

                 25            P. 91           Brinkley, Lorra-ine                          1.0
                                               6912 Ibis Place
                                               Philadelphia, PA 19142

                 26            P. 92           Brinkley, Lorraine                           2.0
                                               6912 Ibis Place
                                               Philadelphia, PA 19142

                 27            P. 30           Dix, Luther L., Jr.                          2.0
                                               P.O. Box 136 Hamilton Grange Station
                                               New York, NY 10031

                 28            P. 99           Harmon, Wardell T. & Gladys Waters            2.0
                                               Rt. 1, Box 334
                                               Pocomoke, MD 21851

                 29            P. 98           Waters, Bertie, Rueben & Samuel Etal         1.0
                                               Rt. 1, Box 334
                                               Pocomoke, MD 21851

                 30            P. 101          Smith, Jerry B. & Bonnie S.                  2.0
                                               Hart & Rickey S. Smith
                                               2333 Old Snow Hill Road
                                               Pocomoke, MD 21851

                 31                                                                         LOT


                 32            P. 121          Justis, George A.                            2.0
                                               Rt. 1, Box 372
                                               Poccmke, MD 21851

                 33            P. 120          Fields, Cecil R. & Amanda Jean Allen Etal   1.7
                                               Rt. 1, Box 372A
                                               Pocomoke, MD 21851

                 34            P. 28           Coulbourne, John M.                         8.9
                                               Rt. 1, Box 336
                                               Pocomoke, MD 21851



                                                      -53-
 











                          TAX MAP NO. 83
              MAP NO.     MAP PARCEL NO.      NAME AND ADDRESS                          ACPEAGE



                35            P. 237          Wanamaker, Lawrence & Brenda V.             1.0
                                              P.O. Box 327
                                              Pocomoke, MD 21851

                36            P. 31           Coulbourne, John M.                         1.0
                                              Rt. 1, Box 336
                                              Pocamoke, MD 21851

                37            P. 32           Alms, Barnett & Albert                      1.0
                                              Rt. 1, Box 333
                                              Pocomoke, MD 21851

                38            P. 97           Harmon, Willie R. & Mary Ann                1.0
                                              Rt. 1, Box 331
                                              Pocomoke, MD 21851

                39            P. 95           Smith, Preston N. & Bessie L.               2.0
                                              2047 Groton Road
                                              Poccmke, MD 21851

                40            P. 94           Savage, Annie Mae                           1.0
                                              P.O. Box 371
                                              Pocomoke, MD 21851

                41            P. 93           Smith, Preston & Bessie L.                  2.0
                                              Rt. 2, Box 433
                                              Pocomoke, MD 21851

                42            P. 96           Harmon, Willie R. & Mary Axm                2.0
                                              Rt. 1, Box 331
                                              Pocomoke, MD 21851

                43            P. 118          Merrill, Lora                               5.0
                                              6211 Jefferson Street
                                              Philadelphia, PA 19151

                44            P. 119          Merrill, Lora                               5.0
                                              6211 Jefferson Street
                                              RAladelphia, PA 19151

                45            P. 100          Smith, Jerry B. & Bonnie S.                 10.0
                                              Hart & Rickey S. Smith
                                              2333 Old Snow Hill Road
                                              Pocomoke, MD 21851

                46            P. 35           Waters! Alonzo, Jr. & Agnes                 10.0
                                              4242 Pennsgrcbe Street
                                              Philadelphia, PA 19104

                                                     -54-













                             TAX MAP N0.83
               MAP NO.       MAP PARCEL NO.       NAME AND ADDRESS                             ACREAGE
                      7


                  47            P. 115            Williams, Carroll S.                           3.5
                                                  1738 Cypress Road
                                                  Poccmoke, MD 21851

                  48            P. 116            Cropper, William Green & Mary Ellen            3.5
                                                  Rt. 1, Box 77
                                                  Newark, MD 21841

                  49            P. 117            Cropper, William Green & Mary Ellen            1.5
                                                  Rt. 1, Box 77
                                                  Newark, MD 21841

                  50            P. 102            Jackson, Daniel L. & Carrie F.                 98.0
                                                  Box 85
                                                  New Church, VA 23415

                  51            P. 253            Marshall, Cheryl                               2.76
                                                  Rt. 2, Box 69
                                                  Pocomoke, MD 21851

                  52            P. 240            Jones, Richard A.                             21.49
                                                  Rt. 2, Box 294
                                                  Pocamoke, MD 21851

                  53            P. 80             0-Istis, William J. & Margaret F.             17.07
                                                  1754 Sand Pit Road
                                                  Poomicke, MD 21851

                  54            P. 113            Downing, William                               8.5
                                                  307 Gwynn Avenue
                                                  Baltimore, MD 21229

                  55            P. 248            Wallace, Ervin & Faith T.                      1.0
                                                  1812 Cypress Road
                                                  Pocanoke, MD 21851

                  56            P. 230            Singleton, Louis & Delois                      1.0
                                                  P.O. Box 331
                                                  Pocamoke, MD 21851

                  57            P. 231            Wise, Lawrence & Julia A.                      1.0
                                                  Rt. 1, Box 365A
                                                  Pocamoke, MD 21851

                  58            P. 216            Byrd, C. Aims & Donna. M.                      LOT
                                Lot 2 -B          & William R., Jr. & Audrey K.
                                                  6th East Market Street
                                                  Poomioke, MD 21851


                                                         -55-













                          TAX MAP NO.83
             MAP NO.      NAP PARCEL NO.     NAME AND ADERESS                         ACREAGE

                59           P. 216          Fosque, William & Cormie J.                Lar
                             Lot 1-B         Rt. 1, Box 349
                                             Poccmoke, MD 21851

                60           P. 216          Dawming, Garnet A., Jr. & Dolores C.       LOT
                             lot 1-A         1519 Unionville Road
                                             Poccmcke, MD   21851




                          TAX MAP NO.91
                          MAP PARCEL NO.



                61           p   1           M=i.11, William E. & Willie Anna          16.0
                                             Rt. 1, Box 369
                                             Pocmoke, MD 21851









































                                                    -56-















                                            November 9, 1990



                                                                James 0. McIntyre
                                                                Rt. 1, Box 7E30
                                                                Mardela Springs, MD 21=


           Mr. Tan Tapley
           Water Pollution Cost Share Program
           Maryland Department of the Environment
           2500 Broening Highway
           Baltimore, Maryland 21224




           Dear Mr. Tapley:

                I am presently working on a drainage evaluation for the Worcester Counry.
           Commissioners of an area in the southern part of WDrcester County, in particular,
           the Unionville area.      The evaluation       Id recommend the re-excavation of
           previously-excavated ditches, that were not    maintained, in order to alleviate
           their present drainage problem.        The area of consideration is a low     income
           community of which approximately =/. is woodland, =/. is cropland and =/. is
           residential.

                I am   contacting you to inquire if your organization may have funding
           available to aid with this project if it were to become a reality.               Pny
           information you could provide pertaining to eligibility of this project for
           financial assistance would be greatly appreciated.





                                           Thank You,




                                           James 0. McIntyre













                                           Ntrvember 9, 1990


                                                               James 0. McIntyre,
                                                               Rt. 1, Box 780
                                                               Mardela Springs, MD 21S37


          Mr. Woody Francis
          U.S. Army Corps of Engineers
          Ball-JUnore Distric .6
          P.O. Box 1715
          Baltimore, Maryland 21.-2-Y)Z




          Dear Mr. Francis:


                I am presently working on a drainage evaluation for the Worcester Counry
          Commissioners of an area in the southem part of Worcester County, in particular,
          the Unionville area. (Map Attached)

                The wetland investigation reveals that some areas within the drainage area
          would be considered non-tidal wetlands (Palustrine forested, palustrine emergent
          and approximately 6Cr/. hydric soils).    The area of consideration is a low inc
          community of which approximately =/. is woodland, =/. is cropland and =/. is
          residential., The area is very poorly drained which adversely affects farm crops
          and hinn sites. Corps pervdts may be necessary.

                This letter is to alert you to the possibility of a project- and for any
          information that you could relate to me pertaining to the changing status of
          wetlands (farn    wetlands anyway).

                Further information can     be   obtained   from   Bruce   Nichols, District
          Conservationist, Soil Conservation Service, Snow Hill, Maryland 21863.




                                           Thank You,




                                           Janes 0. McIntyre














                                           November 9, 1990



                                                               James 0. Mr-Intyre
                                                               Rt. 1, Box 780
                                                               Mardela Springs, MD 21EKY7



           Mr. Donald MacLauchlan
           Assistant Secretary
           Maryland Forest, Parks and Wildlife Service
           lawes State Office Building
           Annapolis, Maryland 21401




           Dear Mr. Maclau hlan.-


                I am presently working an a drainage evaluation for the Worcester CxY-nry
           Commissioners of an area in the southern part of Worcester County, in particular,
           the Unionville area.    Part of the evaluation necessitates information pertaining
           to rare, threatened and endangered species.    Enclosed is a map delineating the
           area of inter-est.


                I would greatly appreciate if you could provide a list of the rare..
           threatened or endangered species that may occur in the deline-ated area.



                                           Thank You,




                                           James 0. Mr-Intyre













                                           November 9, 1990



                                                               James 0. Mr-Intyre
                                                               Rt. 1, Box 780
                                                               Mardela Springs, MD 21837



           Mr. Mike Haire
           Chesapeake Bay and Special Projects Prngram
           Maryland Department of the Environment
           2500 Broening Highway
           Baltimore, Maryland 21224




           Dear Mr. Flaire:


                I am presently working an a drainage evalkiation for the Worcester Czxmry
           Commissioners of an area in the southern part of: Worcester CzXMty, in particular,
           the Unionville area.      The evaluation would recommend the re-excavatIon of
           previously excavated ditches, that were not maintained, in   ' order to alleviate
           their present drainage problem.       The area of consideration is a low inc
           cmmmity of which approximately       is woodland, 3YI. is cropland and =/. is
           residential.


                I am contacting you to inquire if your organization may have funding
           available to aid with thisi project if it were to become a reality.             Pny
           information you could provide.. pertaining to eligibility of this project for
           financial assistance would be greatly appreciated.




                                           Thank You,



                                           James 0. McIntyre















                                           November 9, 1990



                                                               James 0. McIntyre
                                                               Rt. 1, Box 780
                                                               Mardela Springs, MD 21837


           Mr. Ken Pensyl
           Program Administrator
           Sediment and Storm Water Division
           Water Quality Financing Administration
           Maryland Department of the Environment
           250O Broening HIghway
           Baltimore, Maryland 21224




           DeAr Mr. Pensyl:

                I am presently working an a drainage evaluation for the Worcester Counry
           Commissioners of an area in the southern part of Worcester County, in particular,
           the Unionville area.      The evaluation would recommend the re-excavation of
           previously excavated ditches that were not maintained, in order to alleviate
           their present drainage problem.       The area of consideration is a low income
           community of which approximately 33%. is woodland,       is cropland and 33%.is
           residential.


                I am contacting you to inquire if your organization may have funding
           available to aid with this project if it were to become a reality.              Any
           information you could provide pertaining to eligibility of this project for
           financial assistance would be greatly appreciated.





                                           Thank You,



                                           James 0. McIntyre
 






   



















                                   ENGINEERING PLAN











   














    
 






















                                                                                                                                                                    UNIONVILLE DRAINAGE @57- W D Y
                                                                                                                                                                  WORCESTF-R Couwry                                                            ARY L A N,:)





                                                                                                                                                         Wo-RCP-57F-Fl\ COUNTY-COMMIS510NER5









                                                                                    Pi,=in View
                                                  Shfee+s 5@r                                           V>
                                                                         -Sq       -S+ovm
                                                  Shee+S'7-9
                                                  Shce+- 10                         wd+er, C-mn+rC:l1- S--truc-+ure
                                                                                    -rVpi c-c"I Cror-                      Se c4, o v)




                                                                                                                                                                                                                                                                                                                                                          Co,-er Sbeei-
                                                                                                                                                                                                                                                                                                                                       untortivilic Dv-Q'1v-1c=1C3,e Siocij






                                                                                                                                                                                                                                                                                                                                                                          Date
                                                                                                                                                                                                                                                                                                                                                                                Apprmed by  --------------------------
                                                                                                                                                                                                                                                                                                                                Designed. -------------------------- --------
                                                                                                                                                                                                                                                                                                                                                        I
                                                                                                                                                                                                                                                                                                                                Drawn  ----------------- ------------ -------- -------------------------------------
                                                                                                                                                                                                                                                                                                                                                                                Title ---------------------------------
                                                                                                                                                                                                                                                                                                                                Traced MgtT!4@- m           --------   qbb-     Sheet    Drawing No.
                                                                                                                                                                                                                                                                                                                                Checked   ------------------------------------  No f  I
                                                                                                                                                                                                                                                                                                                                                                                -0, f --- i;










                                                                                                                                          10+0,0




                                                                                                                                            4- 10












































                                                                                                                                                                'KA








                                                                                                                                                    C3







































                                                                                            IS;

                                               F6















                                                                                                                                     NA(a



                                                                                                           S+akfic)    4    GO. NI    i
                                                                                                          !SzFa+i o V%






                                                                                                                                            M A I

























































                                                                                                                                                           U1



















                                                              1  It
                                                                                                                                                             it
                                                                                                                                                      lWil It
                                                                                                      it




                                                                 r 1




                                                                                                        !it  @i:!
                                                                             t                                                       j.11

                      Tr
                                                                                                                    it

                                                                                              1   1



                                                                 It
                                                      HIM          ii

                                                                          f                                                                                                                                                                                     j+j

                                                                                                           'tT


                                                                                                                                                                         it
                                                                                                                      t I  it
                                                                      it       it








                                                            T    T                                           Fl







                                                                             liT1
                                                                                    it


                                                                                                                                                            Ht
                                    F11 T       T I







                                                                                                                                                          itI




                                       r 'T        T j
                 I

                              7 rf     r     1


                tr


                                                                                                           it  i
                                                                                                                                                                                                         4 4'
                                  ji
                            I'! j                                                              it

                                                                                                             it
                                                                                   lilt                                    t

                                                                                               it
                                                            'ITT
                                                                                    it
                                            Ij
                      -1   a
                                                                                                                                                                                                                                                        it   J,j



                                                                                                           I it
                                                                                                                                                                                                           -Ile
                                                                                                                    it




                                                                                          it,
               ail
                                                                                             14,           t                     t





                                  I        It
                                                                                                                           I @Ilvll @,




























                                                                                             Tilt














                                                                                                                    44
                    HIW                                                                         4.st


                                                                                                                                              if   III



                   I H1111 111111111
                                                                                                                            !iqi
                                                                                                                it                                              ilk   it I;
               -- --------                                        Tr

                                                                                                                                                                                                              @rce, ^@w
                                                                        It                                                                                                              t

                                                                       Mill,
                                                                                        , I I INIT! ll@@       Hil    j
                                                                                                                                                                                                                        it
                                                                             It


                                     if





                                                                                                                                                                           @r T  I







                                                                                                                      4 If                                              t
                                                                                                     it
                                                                                                                                                   It
                                                                                                                                                                                                                                            il i @Ti
                                                           14 .
                                                 T I`


                                                                                                                                                                                                                                    oil
                                                                                                                                                                                                           4



                                                                                                                                                                                                                                               lit
                                                                                                                                                                                   it
                                                                                                           @I   if
                                                                                                                                                                  I:;




                                                                                                                               iTl

                                                                                                                                                                                                    + ZO
                          TI,
                                                                                                                                      il't


                                                                                                                             if



                                                           F -   @T
                                                                                                                      JJ                                  t:                                71 j!
                                                                                                                                                                  it                                                                           fl,
                                                                                                      it ijI:  tt!
                                                                       I  fill

                                                                                                                                         id
                                                                                        :1!;  W,                              if,
                         ji                           If
                                                                                      1  ri                           f I

                                                  . . . . . . .                                                                                                                                                                                fill
                                                      [IT
                                                                                                        it
                                                                                              WIN,!
                                     if
                                               if
                                                                        It


                                                                                                                                                                                         e9rI                         1 e1;1
                                                                                                                      l,  1 it t i



                                                                           fli

                                                                                                             !!Will      I



                                                                                                         if
                                                                                  t.                                                                                                                 It


                                                                                                                                  if
                                                                       if

                                                                                                           ,it
                                                                                                                                                                                                                                               1j:
                                                                                                                    14-i












































































                                                                 TI

                                                                        111   T


                                                                       trill;






                                                                                                  'Q1
                           UAW


                                                                                                                                                                                   t



                                                                                                                                                 till


                                                                                                                                                                                                  it
                      it

                                                                                               DIA


                                                                                                                                                              41-Ill,
                                                                                                                                       I.t

          I;



                                                                                                                                                                             1;  it, I
                                                                                                                            1j,
                                                                                                                                                                                         @ rl"

                                                                                                                                                                       It
                                                                                                                                       it
                                                                                                                                                                                                          It

                                             It
                                                                                                                                           J]



                                                                                                                                                                                                                                             ij
                                                                                                                                                                                                                                  ii lie
                                                                                                                                                                                            im
                                                                                                                                       -if
                                                                                                                                                                                                                                                    I< I
                                                                                                                                                                                                              t1l
                                                                                                                                                                                                                                       11@- i"KT-T


                                                                                                                                                                              IT   I
                                                                                                                                                                                                                                  -iN
                                                                                                                                                                                                             I LI


                                                                                                                                                                                                                                  m-p
                                                                                                                                                                                                              Willi,:
                                                                                                                                                                              it
                                                                                                                                       t,                    it

                                                                                                                                                 it
                                                                                                                                                                                                                                                   It



                                                                                                                                       V 1
                                                                                              114@6:; l;                                                                           V:'7VP


                                                                                                                                                                                                              -144





                                                                                                                                                                                                                                       IT

                                                                                                                                                                      It
                                                                                                                                                                                                   .1    j-ji
                                                                                                                                                                                                                           ILI
                                                                                                                                                                           :I

                                 If
                                                                                                                                                                                           rill

                            fit
                                           if
                                                                                                                                                                                   If  i
                  it ifillill
                                                                                                                                                   HI I
                                                                                                                                                                                      T
                                                                       1!;,,       1 1 f.i@j   ,I I                                                                                                 LI
                                                                                                                                       fi
          id
                                                   i.7                   iTi

                                                                                                      :Iii-i  J-




                                                                                                            AiL
                                                                                              hk
                                                                                                                                                                                   I-IJ








                                                                                                                                if
                                                                                               Ij  I]    t



                                   t Ii! it 1,
                                                               it
                                                                                                                       r!                    lilt
                                                                                                                                                              it













                                                                                                                                                                                                            W.] J.
                                                                                                                                                                         I                      I         11J.1j]
                                          till



                                     i it                                                                                                                                                                                                It










                                  AI J.



                               it
                                                                                                                                                                                                   IL                         1-4
                                                                                                                         IJ             jj]   4.

                                                             L9

                                                                                                                                                                                                                     ILiI

                                                                                                     :11 it



                                                                                                                                                                                                                  iTIL



                                                                                                                         p!


                 it
                                                                                                                                                                                          j-





                                                                                                                       1 JI.!
                                                                                                                                                                                       t   1                                 i Ll

                                                                                                                                                                                                                      4!                It
                                                                                                                                                                                                                           T17
                  :A1
                                                                                                                                                                                                            1J
                                                                                                                                      rill
                                                                                                                               jLL
                                                                                                                                                                                                   it



                 1, LJ.@



                                      fit

                !5

                                                 AH.)


                                                                                                        4.
                                                 J       J





                                                                              A---
                                                                                if it



                                                                                                            I  LIT
                                                                                                                it
                          IN

                               Ux
                               R-121
                                                                                                                                                                                                                              H !I
                              IT
                                                                                                                            6ij
                                                                          1:!        tol@@i-il
                                                                                    it
                                                                                                                                                                                                d H"A
                                                                                                                                        I Tl
                                                                                                                                                                                                   1






                                                                                                                                                                                                   4. 11.
                                                                                                                         I itI





















                                                                                                                                                                                                                                                                                                                                                                                                          If






                              if

                                                                                                                                                                                                                                               L
                                                             ij







                                                                                                                                                                                                             4   1                                                                                                                                                                   1  r
                               IJ           it
                                                                                                                                                                                                                                                                                                          I'  i          4  @41
                                                                                                                                                                                                                                                                                                    -71
                                                                                                                                                                                                                                                             1: IT
                                                                                                                                                                                                                                                                                                                                                  L          L L






                                                                                                                                                                                                                                    1-    .4-1





                                                                             I                  a


                                                                                                                                                                                                                                                                                                                                                                                         I
                                                                                                                                                                                                                                                                            All          1.1


                                                                 if
                                                                                                                                                                                                                                                        All








                                                                                          15@ 00




                                                                                                                                                                                                                                                                                                                                                                             H11'.    H
                                                                                                                                                                                                                                                                                                                            . . I . . . . . . .

                                                                                                                                                                                                                                                                                                                                                                                  JA   I
                                                                                                                           ao
                                                                                                                                                                                                                                             1
                                                                                                                                                                                                                                    ,NN


                                                                                                                                                                                                                                                         L             14    L          1@j                I I i. I  I
                                                                                                                                                                                                                                                                if     1
                                                                                                                                                                                                                                                                                                                            7!    1  -14-7
                                                                                                                                                                                                                                                                                                                                                                                                     4
                                                                                                                                                                                                                                                                                                      if
                                                                                                                        5



                                  Ll  L                                                  f.





                                                                                                                                                                                                                                             1.   If    If,,





                                                                                                                                                                                                                                          If                       j!1
                                                                                                                                                                                                                                                                                        4p,                                                                                 iiMiM

                                                                                                                                                                                                                       , L:;Ilo 4 -F
                                                                                                                                                                                                                                                                                                    ?ffu z

                             oz





                                                                                                                                                                   IN        H
                                                                                                                                                        di         IN11W













                                                                                                                                                                                                                           it










                                                                                                                                                     it   jj@!
                                                                                                                                     Hli    1; H   it
                                                                                                                                                                lit



                                                                                                  IF


                                                                                                                                                                                    iA. J,






                                                                                                                                                                                                                           i  p
                                                                                                                                                                          H                                                                                                         l4i


                                                                                                                            ti



           IF


                                                                                                                                                                                                                                      it)
                                                                                                                                                                          Mi
                         1.            iA.

                                             JIL!'iI
                                                                                                                                        JI


                                                                                                                                                                                                                       :A I








                                                                                                                                                                                                                                                  1w


                                                                                                                                                                  !IT




                                                                                                                                                                  Fit
                                                                                                                                                                                  N-1

                                                                                                                                          A it
                                                                                                                                                                                                                           MY;,


              .-L     I  -t4l                                                 F




                                                                                                                                                                 13










                                                                                                                                                                                  if F        11
                                 I;)  t F IF -IA!.  I.l.i!. J                                                it  1,111
                                                                                                                                                                                       -J`.-      @ 'I-, L
                                                                                                                                                               UO



                                                                                                                                                                         It

                                                                            IT
                                                                                                                                                                                                         if
                                 @@, LI

                                                                                                                                                                                                                    Tj



                                  it    III
                                                                                                                        ilk
                                                                                                    I  J
                                                                                                                                                                                                                        ki
                                 Ll I..1I                                                                                                                                                                                                 HIM      I I
                                                                                                                                                                                                    ;,I           R11,
                                                                                                                                                                                              I@Fl




















                                                                                                                                             @ Oikl






                                                                                                             Will
                                                                                                     I I   I


                                       4j
                                                                                                                                                                                          _K,


                                                   IFFM            rr@l

                                                                                     L

                                                                                                                                                                                                                             T_.
                                             il tilil
                   Li                                              I's Null
                                  71
                                                             It    I

                                                                                                                     I I  tit I I j I I jiI i,111;
                                                                                                                          T1
                                                         _IA
                                                                                                                        T

                                                                                                               +
                                                     1. T11
                 It
                                                         Tj                             4                                                                                                         idilil   ill!  1

                                                                                                                        TIT
                                           Tl

                                                         It
                                                             T
                                                         fit

                                                                                                                      Hk
                                                                                                               rr   Al
                                                                                 it!   lit

                                                                                       41
                                                                                                           I


                                                                                                             TTj
                                                         I T-1                                                                        It
            if
                                                                                                             it
                                                                                        it
                                                                                                                                                                                                      it

                                                                  Ill                                                                                                                            ;ih
                fit  11                                                                                                               it
                                       T,


                                                                                                             Jill
                                                                                                         ITI. I tj7
                                                     ITT   r -  T
                                                                                                                 'T"    1i it
                                                         J'!
                                                          Pr

                                                                                                        J
                                                                                                              4
                                                                                                            i
                                            It




                                                     '14 1



                                                                                                      'FI




                                                                                                  T


                     IT
                              7                                                                                                   i    %4


                                                     I    t
                                                                                                                                    R,


                                                                                                                                                     W.



                                L
                                                                                                                                                                                                 1        Ilk
                                   j   j
                                                                                                                 IT!
                                                                                                             it
                                                                                                                 JI'

                                      lit
                                                                                                                 f
                                                         IT
                                                                                                                   ji::;                                                                                               IT



                                                                                                                                                                t 1
                                               ti                                                                                                                               I
                                                                                11 11171111!!!:@   1@,














                                                                                                                                                                         (CE -,HT          D

                                                                                                                                                                        )EC 12 19,go

                                                                                                                                                                COASTAL RESOURICIES DillfiSlIffli
                                                                                                                                                                 TIDEWATER
























                                                                            11111101111111M
                                                                             3 6668 14100 9813



   1