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COASTAL ZONE MFORMATION CENTER INVENTORY of' LAND USE and CIRCULATION CONDITION Cz1C COLLECTION 7, HD Blaine,, Washington 268 . P's march 30,1977 C5 COASTAL ZONE INFORMATION CENTER "The preparation of this report was financially aided through a grant from the Washington State Department of T:r7 Ecology with funds obtained from the National Oceanic and Atmospheric Administration, and appropriated for section 306 of the Coastal Zone Management Act of 1972." lam ftzlc COLUCTION ,,, Libra" P'r @0 ee ti % C ITY OF BLAINE INVENTORY OF LAND USE AND CIRCULATION CONDITION (MARCH 30, 1977) PHASE II OF THE CITY OF BLAINE COMPREHENSIVE PLAN UPDATING PROCESS. TABLE OF CONTENTS PAGE INVENTORY OF TRAFFIC/CIRCULATION CONDITIONS City of Blaine Arterial Street System . . . . . . . . . . . 1 Classification of Arterials . . . . . . . . . . . . . . . 1 1-5 and Truck Route Access and Crossings . . . . . . . . . 2 Street Rights-of-way Blocked by 1-5 and Truck Route . . . 2 Traffic Counts . . . . . . . . . . . . . . . . . . . . . . 3 Street Surfacing . . . . . . . . . . . . . . . . . . . . . 4 Traffic Backup from Border . . . . . . . . . . . . . . . . 6 PUBLIC FACILITIES . . . . . . . . . . . . . . . . . . . . . 7 LAND USE INVENTORY . . . . . . . . . . . . . . . . . . . . . 8 Residential . . . . ... . . . . . . . . . . . . . . . . . . 9 Commercial . . . . . . . . . . . . . . . . . . . . . . . . 12 Light manufacturing . . . . . . . . . . . . . . . . . . . . 13 Marine . . . . . . . . . . . . . . . . . . . . . . . . . . 13 LIST OF TABLES Table 1 High Count Locations . . . . . . . . . . . . . . 3 Table 2 Surfacing of Blaine Streets . . . . . . . . . . 4 Table 3 Residential Use in Existing Zones . . . . . . . 11 LIST OF FIGURES FOLLOWS PAGE Figure 1 Vicinity Map. .@ . . . . . . . . ' * ' -Figure 2 City of Blaine Arterial System ' * * . . . . . . 1 Figure 3 Classification of Arterials . . . . . . . . . . 1 Figure 4 1-5 and Truck Route Access and Crossings . . . . 2 Figure 5 Blaine Street Rights-of-Way Blocked by 1-5 and Truck Route . . . . . . . . . . . . . . . . . . 2 Figure 6 Traffic Counts (ADT) . . . . . . . . . . . . . . 3 Figure 7 Street Surfacing . . . . . . . . . . . . . . . 5 Figure 8 Traffic Backup from Border . . . . . . . . . . . 6 Figure 9 Blaine Sewer Planning Area . . . . . . . . . . . 7 Figure 10 Existing Sewer Lines . . . . . . . . . . . . . . 7 Figure 11 Blaine Park Plan . . . . . . . . . . . . . . . . 7 Figure 12 Existing Zoning . . . . . . . . . . . . . . . . 8 Figure 13 R-lc . . . . .. . . . . . . . . . . . . . . . . . 9 Figure 14 R-la, R-lb, and R-2 (north of "H" Street) . . . 9 Figure 15 R-2 (south of "H" Street) . . . . . . . . . . . 9 Figure 16 R-3a . . . . I. . . . . . . . . . . . . . . . . . 10 Figure 17 R-3b . . . . . . . . . . . . . . . . . . . . . . 10 Figure 18 R-4 . . . . . . . . . . . . . . . . . . . . . . . 10 i Figure 19 C-1 . . . . . . . . . . 12 Figure 20 C-2a . . . . . . . . . . . . . . . . . . . . . . 12 Figure 21 C-2c . . . . . . . . . . . . . . . . . . . . . . 12 Figure 22 C-2b . . . . . . . . . . . . . . . . . . . . . . 12 Figure 23 LMa . . . . . . . . . . . . . . . . . . . . . . 13 Figure 24 LMb . . . . . . . . . . . . . . . . . . . . . . 13 Figure 25 LMd . . . . . . . . .. . . . . . . o . . . . . . 13 Figure 26 IMc . . . . . . . . . . . . . . . . . . . . . . 13 Figure 27 M . . . . . . . . . . . . . . . . . . . . . . . 13 VAMOUVER .j BELLINGHAM v@CTORIA EVERETT SIATTL9 PREFACE During 1976 the City of Blaine Planning Commission began updating the City's Comprehensive Plan. Six "phases" were outlined as steps in the updating process and George H. Raper and Associates, Blaine, was hired to do the first three phases. Phase I: Research the possibility of obtaining planning grant andlor matching monies to help fund the project and to prepare appZi- cations for same. Two grants were obtained: a. The Department of Ecology gave a grant for revising Blaine's Shoreline Management Master Program and ' for preparing an- Administrative Guide explaining land use administration in Blaine. This project is currentZy underway and will be completed in June. b. The Economic Development Administration awarded a Tech- nicat Assistance grant to Blaine, Bellingham, and Whatcom County for examining the influence of Canada on Whatcom County's economy and for recommending projects to im- prove the economy of Blaine and Bellingham in particular. The project will begin this spring and Last approximately one year. Phase-1-1: Make inventory of land use and generate traffic volume and circulation data so that this information can be incorporated with other data already available and used to prepare an accurate, up-to-date profile of Blaine today. The following document represents the completion of Phase Il. Phase ITT. Perform Goat Study (based on maximum public participation) to determine the goals and aspirations of the people of Blaine. A Goat Study Committee was formed in September, 1976 and met four times during the fall. The resulting Goals Statement is now being reviewed by the Planning Commission. The remaining steps in the updating process are stated below: Phase IV: Write the portion of the Plan pertainingto the current profile of Blaine. Base it on the Land Use Inventory and Traffic Study performed in Phase II together with such other informa- tion as is already available. Phase V: Write the main text of the plan, i.e. the "blueprint" for the future development of the City. This should consist of practical, workable suggestions and recopmendations based on an objective evaluation of the current profile of the city from Phase IV and the goals and aspirations of the people of Blaine from Phase Phase VI: PubZish the updated Comprehensive Plan in sufficient quantity for general exposure and use by the people of Blaine and others interested. iv INVENTORY OF TRAFFIC/CIRCULATION CONDITIONS CITY OF BLAINE ARTERIAL STREET SYSTEM (Figure 2) Figure 2 shows the streets which have been officially designa- ted by the Blaine City Council as arterials plus Interstate 5 and the Truck Route (SR 543). CLASSIFICATION OF ARTERIALS (Figure 3) Figure 3 shows the streets which have been designated by the Washington State Department of Highways as arterials and shows their classification designation based on the "Statewide Nation- al Functional Class" system. Note that the Washington State Department of Highways designa- tion omits Marine Drive and that portion of Bell Road between Peace-Portal Drive and Hughes. Note also that it designates 6th Street and 12th Street as arterials while these are not included on the City of Blaine system. Defacto arterials such as Odell Road, 2nd Street north of 1-5, and "G" Street, Martin Street, and 3rd Street in the downtown area have been omitted in both the City of Blaine designations and the Department of Highways designations. "Ti 50 r cn r CD I m r L9 0', 1 i J., C/) Z 11L m, - ryl F-1 A .rrl @!4 E@ FTT MITCH LL 0, b, P. .. .. t .4v I@A- L rA.- Y ept J, ! I - @.- -- t, n,-, L -A -ATE'. -543 71 -1AUCK Ali- 77@ r U BELL/@ FtD--- or w w Ma am m Im NO, MOM m w 0 rn CD r. -u :5 Los 35 21 =j r- s \ . N C- Z rTj 0 0 m CT.0 I..,A m MZ5 3:0 M > m 53 @A 0 r- 00 r- r- r r - 0 I L, :- E.t- AT a M rTl C-) rn E::-.-l E- C/) Tj 0 A, r- 6TH n ..1 LRE -7r M ;L P1, IT4HELL AV tow B a.. 3fl Hum ........ ... ed Al F 0 :1012, 4il Ul -112TH I I @ P'll ITRII K fRTE. 543 slow* No Mwmww mI ftwmwl@ 11-77-7 -7- m r-- rn it: RD. 1-5 AND TRUCK ROUTE ACCESS AND CROSSINGS (Figure 4) Figure 4 shows where access is available to and from the Freeway and Truck Route and where crossings of the Freeway and Truck Route can be made. Blaine has only one full interchange on the freeway where on and off ramps are provided for both north and south moving traffic and where a crossing can be made. This is located at the north end of the city at "D" Street. There are two "Partial interchanges", one at the south end of the city by Dakota Creek and one at the Truck Route junction. Both of these locations have off-ramns onlv for north bound traffic and on-ramps only for south bound traffic. Neither location provides a crossing for local traffic and neither location provides south bound off-ramps or north bound on-ramps. Traffic leaving the Freeway at either'of these locations cannot then re-enter the Freeway at these locations and continue along in the direction it was originally going. Three over-crossings without access ramps are provided, two of which ("H" Street and Hughes Avenue) are east-west crossings an d one of which (Mitchell Avenue) is north-south. Three grade crossings exist on the Truck Route: "D" Street, H" Street, and Boblett Street. STREET RIGHTS-OF-7,4AY BLOCKED BY 1-5 AND TRUCK ROUTE (Figure,5) Figure 5 shows the Blaine city street rights-of-way which have been truncated by the Freeway and Truck Route. Sixteen east-west and ten north-south city street rights-of-way have-been truncated by the Freeway and six east-west city street rights-of-way have been truncated by the Truck Route. "F" Street and 2nd Street in downtown Blaine have been truncated in such a way that they have been left as dead end streets with no right-of-way being provided to connect the ends of them to- gether to allow the thru movement of traffic. 2 SRI TI SH COLUMBIA -4 LA SL 4. Ev ST_i@ GRADE -CROSSING8 '77- " 7T T F1 - ------ R.ST '77 '77 A IF ST 711 .4 L I IT 7 Pori :7 FULLINTERCHANGE Undercrossing For Local Traff Ic On Romps. Northbound a Southbound Off Romps: Northbound a Southbound . zi .." OVERCR No Freeway Access Romp FIGURE 4 AV .77 PARTIAL INTERCHANGE -No Crossings For Local Traf f ic 4 On Romps: Southbound Only Off Ramps: Northbound Only 1-5 AND TRUCK ROUTE ACCESS AND CROSSINGS 0 '@4 SCALE IN MILES BRITISH COt-UMBIA iA 7@ -77 7 E E; @i,71=; 1 2 Nor sr F @77 7-1 st. -jH La ch- P0. j 7 LA L-j din N V\ ..... ..... . .A\\ N@ FIGURE 5 ZL BLAINE STREET ...... . ..... . .......... .... . .... _WAYL iti RIGHTS-OP' BLOCKED BY I-Z 7---, f77 A ND TRUCK ROUTE ek 0 @4 0, eap ;A SCALE IN MILES TRAFFIC COUNTS (Figure 6) Traffic counts were taken during late October - early November 1976. Depending on location the counts were taken either dur- ing the period October 28 thru November 4 or the period Novem- ber 6 thru November 17. The counters were kept at each loca- tion a minimum of seven days and were read and recorded each afternoon. The counts shown on Figure 6 are the daily average over the entire week and thus reflect both weekend and weekday traffic. With few exceptions the counts were highest on weekends and lowest during the week. (The exceptions include streets like Marine Drive and Yew Avenue which carry heavy workday traffic.) The low count recorded at each site was usually between 65% to 85% of the average count shown,on Figure 6 while the high count was usually between 125% to 135% of the average count. The location with the highest count was on Peace Portal Drive between "H" and "G" Streets. The high count here was 11,075 cars for the day ending at 4:09 p.m. Monday (thus including Sunday evening traffic). The low count here was 5,644.cars for the period from Thursday afternoon to Friday afternoon. Other representative high count locations and their maximum 24 hour -counts are listed below: Table 1: HIGH COUNT LOCATIONS LOCATION MAXIMUM COUNT 24 HOUR PERIOD ENDING Peace Portal Dr. at Bayview 5,807 Saturday afternoon Truck Route north at "D" 4,133 Monday afternoon "H" Street east of 4th 3,940 Saturday afternoon Blaine Road at Dakota Creek 3,752 Saturday afternoon "D" Street west at 12th 2,552 Saturday afternoon Mitchell Avenue south at "H" 1,759 Saturday afternoon The traffic counts taken renresent late October-early November traffic volumes and thus do not include the traditionally heavy summer traffic loads. 3 of Jl- . . ........ rD ON 19, 9,noq, is X., ---7.7 oi 7-1 IINWIVI: Em 7. WA A M J), 19 JU TI T7' I VI 11 F & 1:11k:1 -:Nsu En rL .. . N. 141 CD foT. @/P' N-90/' STREET SURFACING (Figure 7) Blaine has approximately 25.6 miles of existing streets (ex- clusive of Interstate 5 and SR 543, Truck Route) which are open and driveable plus many additional miles of existing street rights-of-way which are not at present drivable. Figure 7 shows Blaine streets as of March 1977. Symbols depict the streets which are paved and have curbs and gutters, those which are paved and do not have curbs and gutters, those which are surfaced with oil mat, and those which are surfaced with gravel. The street rights-of-way showing no surfacing symbols are not drivable at present. The following table shows the approximate mileage of each surface type: Table 2: SURFACING OF BLAINE STREETS (Exclusive of 1-5 and SR 543) .SURFACE TYPE LENGTH(miles) PERCENTAGE OF TOTAL Paved (with curb & gutter both sides) 2.69 10.5% Paved (with curb & gutter one side) 0.43 1.7% Paved (without curb & gutter) 8.51 33.2% Oil Mat Surface 4.49 17.6% Gravel Surface 9.47 37.0% Total 25.59 miles 100.0% The paved streets with curbs and gutters on one or both sides include old streets in downtown Blaine, the freeway over and under crossings, recent L.I.D work and the 2nd Street access to Peace Arch Park, plus the ;treets in Peace Arch Plaza. With the exception of portions at the old downtown streets these streets are in good condition. The paved streets without curbs and gutters include Dart or all at the designated arterials (Marine Drive, "D" Street, "H" Street, Cherry Street, Hughes Avenue, Bell Road, Mitchell Avenue, and Peace Portal Drive) plus a scattering of other streets. For the most part these streets are in fair to good condition and could, if underground storm drains and curbs and gutters were installed, be widened to full street standard without reconstructing the existing paving. The oil mat streets are scattered throughout the city and with few exceptions are in poor condition. All of them, without exception, will require partial to complete reconstruction in order to be improved to full street standard. 4 The gravel streets also are scattered throughout the city and @with few exceptions are in poor or worse condition. All of them, also without exception, will require partial to complete reconstruction in order to be improved to full street standard. 5 BRITISH COL.UhlsalA 9- - -- - -- - -- - -- - -- - ir _X 7 F-4 4"' 7 L.. FIGURE T STREET SURFACING PAVED (with curb and gutter) PAVED (w/o curb and gutter) f4 -------OIL MAT SURFACE' GRAVEL SURFACE @4 SCALE IN MILES TRAFFIC BACKUP FRO14 BORDER (Figure 3-)_ TherO.are two points of entry on the International Boundary at the north edg-e at Blaine. One on Interstate Highway 5 and the other on SR 543 (Truck Route). During fiscal year 1975, beginning July 1, 1974, and ending June 30, 1975, 1,716,734 automobiles, 37,975 trucks, and 8,940 busses crossed the border at these two points. The total number of people crossing the border during this period was 5,168,876. Border crossings have been increasing at a rate of up to 10% per year. Northbound crossings are particularly heavy on Sunday after- noons and at the end of Canadian holidays as visitors from Canada return home. Backups of traffic from the Canadian Customs at these two points extend down into Blaine clogging city streets, halting cross-town traffic flow and city emer- gency vehicles. Figure 8 shows traffic backup on a typical non-holiday weekend Sunday afternoon. Both north bound lanes of 1-5 are backed,up with stopped cars as far south as the Truck Route o"ff-ramp. The Truck Route is backed up with two lanes of stopped cars as far south as "H" Street and with a single lane the restof the way to the freeway. "D" Street, "H" Street, and Peace Portal all have cars stopped on them for a number of blocks each. A busy summer weekend or a holiday weekend-will find traffic backed up on the freeway as far south as Loomis Trail Road some five miles south of the border. The Truck Route, "D" Street, "H" Street, and Peace Portal are blocked solid during these peak periods. 6 BRITISH COLUMBIA Nk L -L -tlt jj@ V, --7 .7 Lj- LjU A --t L -1 L-Jzi j Z 3:-7 ttt c im FiLrl-p FIGURE 8 A Ell TRAFFIC BACKUP OML FR BORDER @DOUBLE LANE BACKUP SINGLE LANE BACKUP ........ ... fe.1 ---Ji --jai 0 '/4 V2, SCALE IN KOLES r Alt PUBLIC FACILITIES Public facilities are property,utilities and buildings owned by the city and any plans for their expansion. Plans for the sewer and water system are by Hammond, Collier and Wade - Liv- ingston. Information regarding parks and recreation is from the 1976 City of Blaine Park Plan. The 1976 planning work did not add any new material to this seciton except as necessary to prepare goals and policies of the Goals Study Committee. The following maps have been included for reference and because few copies of the complete planning documents are available. Figure 9 is taken from the 1976 Facilities Plan for Municipal Wastewater Treatment Works and shows the sewer system planning area and boundaries. It is considerably larger than the area which the Goals Committee recommended for sewer service, but includes the areas recommended by the committee for considera- tion of annexation. Figure 10 shows areas presently being served by Blaine's sewer. system. Figure 11 shows Blaine's existing parks and those listed in Blaine's Park Plan for future acquisition and/or development. 7 - - - - - - - - - - - ---------- SCALI IN F XCT 80 --7L am IT ST. St. A 0A DRAyro N to H A R 8 0 R L -------------- - ------------ BIRCH POINT . . . . . . .... saarm 24 20 BLAINE SEWER CITY OF BLAINE FIGURE 9 AREA RECOMMEN AND VICINITY BY GOALS STUDY BLAINE PLANNING COS 0 Emx 2 rr' -4 rn St .......... 72 o T S F7 -:7. [7 ;7 F .11 77 7 "T7 F7 r, t 7, 1i T U91. 010-- ....... ... -LL Tpuck oute 543 ............ ".iM ............ .. .......... ... . .............. O.V W ...... ............ x @-7' @"dr 61.0"1 7 .. .... ... L LAND USE INVENTORY The land use inventory chapter is divided into the subheadings of residential, commercial, light manufacturing and marine. Under each subheading maps have been prepared showing uses in each existing zone. The inventory was made during October, November and December 7, 1976 and involved ground observation of land use, supplemented by city utility service records. A single map showing uses of buildings is located in the Building Inspector's office. The Building Inspector will be keeping this map up to date. Commercial buildings are shown in solid black with marine- related uses designated by an "M" and light manufacturing by "LM". Multi-family buildings are circled with the number of dwelling units given inside. Single family residences, mobile homes and accessory buildings are not marked. The inventory does not include Alaska Packers property. LEGEND FOR FIGURES 13-27 COMMERCIAL ELm LIGHT MANUFACTURING C1 MARINE,, MULTI-FAMILY, UNITS 8 Lmc C-2b BRITISH COLUMBIA S7 R-3 R-lb a ,o\c mia R R f m C-41 7-, -7- J -A- -1.; a] LL JEE n ON' Ma calm Rme 3b Rm4 z Wj REM LMd @@C=2 MIC FIGURE 12 .EXISTING ZONING LMb 1@4 1/2 7Y-P 7 SCALE IN MILES Zone R-1 for Single Family Residences (Figures 13 and 14) Blaine has three areas zoned for single family residences only., Density of houses in each area reflects the availability or lack of utilities and services: R-la 1.2 dwelling units/acre R-lb one dwelling unit/2.3 acres R-lC one dwelling unit/3 acres No multi-family structures have been constructed in the R-1. Only one commercial use is located in the R-1 and that is the tavern at the southern end of R-1c.-,Montfort Park is the only park located in "R-1, although the undeveloped Kilmer Park adjoins R-la and Lincoln Park is near R-lb. Zo ne R-2 for Single Family and Duplex Residential (Figures 14 and 15) This Classification comprises the largest zone in Blaine, and includes land on both sides of the freeway and east of the truck route. Den- s_i_ty_v.ar_Les_. con-s-i-derably..-f rom-.Qn-e..p -,-- e .0 -_ e=t@Q_' aa -h dem":@ ,a of, - th- -a - @' a --t- - @' ----pending upon availability of utilities. East of the truck route density is one dwelling unit per 4.2 acres. However, since 28 acres of the area is Lincoln Park and another parcel belongs to the U.S. Border Patrol, the density for land actually available for housing is a@)proximately one dwelling unit per 2.5 acres. The portion of R-2 north of H Street and between the truck route and the freeway is somewhat denser, having nearly 1.5 dwelling units Der acre. Nine duplexes and five apartment buildings have been con- structed there, mostly along the D Street arterial and near the border. Density for the portion of R-2 south of.H Street has been calculated minus the freeway right-of-way and the school grounds. overall den- sity is approximately 1.8 dwelling units per acre. However, density in the older neighborhood is closer to three dwelling units per acre. Eight duplexes are located in this portion of the R-2 and one four- plex. The only commercial buildings in the R-2 are located along ,Peace Portal Drive. Recreation facilities include the school grounds and Salishan Park. 9 SINGLE FAMILY RESIDENTIAL R-Ic r J@,;C@, r ISO '.40 CM/1 -M5 -7 7- ISO .-figure 13 OR __ 94Kom R-lc --- ---- ------ ------ Build' family residences, 1 Farm I Commercial (dance hall/ 2?0 400 goo 8?0 A tavernY- SCAL"E IN FEET tlb-io Igo SOS It, 610 6-0 0-0 S 510 ------ '$to IS Q@ C= C2, I'S 2 54 COOQ Rm2l .60S SJU /C vii il ji LRn cf c:; f R 2 SIC PC #03 C) cn@ ca all c bcp 0 PC] C1.01 nil CIO 500 C:3 cid T PG 1 C,? Q11 0 30 -J, cz]- R-1a NP 5jo '10 L Z,%\ @O SIP C: of bj@ 0-40 R@@, L to (p T IS 6 0 I -) ED L On C, ED 0 101 6 R-2 R-la figure 14 116 Single family 85 Single family 8 mobile homes 3 mobile homes CD SINGLE FAMILY 9 Duplexes RESIDENTIAL Apartment buildings 41 Total units 2?0 400 $00 18100 1000 AND R-2 scALLE IN FE-ELT oil 111,111 11 .. - - - - - \ - @@7'--@ - 7-7 Me 17= 1 X" cl:- R=2 - - - - - - - - -- - L= UJI 7 , 0 17-1 D. r@p 47T C:@ 00 @@a U 0 'MC 354 14- din= T ........... . U 0 /1 -nil -in .30 .06 SINGLE FAMILY '38D V AND DUPLEX RESIDENTIAL figure 15 R-@2 223 Single family residences 14 Mobile homes --8- Du- xes p 1 Apartment 20 Total units 1 Residence in Commercial Building 3 Commercial buildings 0 200 400 600 800 1000 L SCALE IN FEFT Zone R-3 for High Density Residential (Figure s__16 and 17) In accordance with Blaine's comprehensive plan both of the R-3 zones are located near parks or in areas with scenic views, R-3a bordering Peace Arch Park and R-3b providing views of Drayton Harbor. The R-3 zones have the highest density in Blaine: R-3a 3 dwelling units per acre R-13b 2.5 dwelling units per acre Subtracting Peace Arch Park and U.S. Government land from the zone increases density of R-3a to slightly more than 3.5 units/acre. Zone R-4 for Low Density (FiS!ure 18) In keeping with*the comprehensive plan the R-4 zone has by far the lowest density in Blaine: one dwelling unit per 13 acres. Portions of the zone on both sides of the freeway are @urrently in agricul- tural use. 10 METEOROLOGICAL AND GENERAL CONDITIONS Deep Water Ports Maintenance Dredging Study 1.1 Location (Port/Harbor) 1.2 Station Identification 1.3 job Number: 12739-004 1.4 Client/Owner: Department of Environmental Regulation 1.5 Date (mo, day, year) 1.6 Observation by: 1.7 Previous Nights Weather (to include rainfall, wind conditions, cloud cover, sharp drops in ambient air temperature) 1.8 Meteolological Conditions on Station (to include ambient air temperature, cloud cover, rainfall, wind conditions) 1.9 Water Conditions (to include general observation of wave climate, algal blooms, turbidity plumes, foaming, surface oils, etc.) 1.10 General Conditions (to include vessel traffic, outfalls, dredging, wildlife, etc.) 1.11 General Comments 1.12 Recorded by: D-5 $80 'M 3 '730 76 W-0 "'o !73 !6 0 70, 705 175 X 790 Am. V\ UO v or Iff it '75 119 f3.0 -Vf (all 15 f-A 7j. ?7 @sf mo jj. 5117 slo m0\11I 'Jeo 1, 0 R-4 '00. '6VO 1 mr 90 155 zOJ LMd\ LOW -DENSITY fi ure 18 R-4 1- 0- 12 Single familyresidences 0 Z?O 400 WO WO iow 1 Mobile home L SCALE IN FEET TABLE 3 RESIDENTIAL USE IN EXISTING ZONES Zone Single Mobile In Commercial Multi-Family Acres Family Home Buildings Apartments Duplexes Total Units R-1a. 88 3 78 R-lb 14 32 R-1c 34 1 100 R-2 358 22 1 5 16 55 335 R-3a 18 1 3 32 17 R-3b 67 3 2 4 35 43 R-4 12 1 167 C-1 6� 5 3 18 55 C-2a 19 1 1 17 C-2b 2 12 C-2c 7 25 40 LMa 7 130 LMb 2 13 LMc 9 LMd 33 M 40 697 56 10 15 16 140 903 Total Living Units METEOROLOGICAL AND GENERAL CONDITIONS Deep Water Ports Maintenance Dredging Study 1.1 Location (Port/Harbor) 1.2 Station Identification 1.3 job Number: 12739-004 1.4 Client/Owner: Department of Environmental Regulation 1.5 Date (mo, day, year) 1.6 Observation by: 1.7 Previous Nights Weather (to include rainfall, wind conditions, cloud cover, sharp drops in ambient air termperature) 1.8 Meteorological Conditions on Station (to include ambient air temperature, -cloud cover, rainfall, wind conditions) 1.9 Water Conditions (to include general observation of wave climate, algal blooms, turbidity plumes, foaming, surface oils, etc.) 1.10 General Conditiona (to include vessel traffic, outfalls, dredging, wildlife, etc. 1.11 General Comments 1.12 Recorded by: D-8 Pove Y 33,0 Pave 0 PO 115 180 40.0 d6 0 405 105 Paved PO 'ea Pb,ed 36 44.0 ?5 560 ftvd T 17. Do P@eO j d.0 @1460 50,5 X 50.5 'T 0, 510 0 A 0-40 C:3 '575 C:3 5, CD 0 P@@ed T- 53 UO 540 CC Ji 01i 16.5 Aa, 3. a- '0 -C::i---l ci@. 530 17. 5\\, j --E5- itI 40 53 L L r-j@, @-7 i16.5 L3 =, 4-@ to fj C7 01! CD @1- 110 54,3 Wit @!'A C-1 figure 19 69 Single family residences DOWNTOWN COMMERCIAL 3 Apartment Buildings 0 Duplexes T-8 Total Units I 0 200 400 600 800 1000 5 Residences in commercial a a I I buildings SCALE IN FEET 45 Commercial 0 ',-,90 13 I C1% 95 91 I jjo -41- -540 U L LL.) C) Pu@ea 0 C3 59,0 570 jr 8.0 @4@ 1.0 x 5J 0 jj.5 -rT- 48.. LJ round po@ed mom 540 , = - x C=2a 0 07 U 0 0. <)E) 540 575 5 UT: Dill, dDo UIX31 d, 580 Z. e 550 P0 @_j U C3 0 lt54,0 7 1 CD d--j 0 n 00d C, - )-k "e'd i=@ E:@7 y 15 9 E:1 5!V 530 47' to Pa@ed C:3 0 1?0 5 0 5 1 '420 1 460 dq5 05 figure 20 0 200 400 600 800 1000 SCALE IN FEET HIGHWAY COMMERCIAL C-2a C-2a 19 Single family 1 mobile home 1 Residence in Commercial building 7 Commercial 7+ METEOROLOGICAL AND GENERAL CONDITIONS Deep Water Ports Maintenance Dredging Study 1.1 Location (Port/Harbor) 1.2 Station Identification 1.3 Job Number: 12739-004 1.4 Client/bwner: Department of Environmental Regulation 1.5 Date (mo, day, year) 1.6 Observation by: 1.7 Previous Nights Weather (to include rainfall, wind conditions, cloud cover, sharp drops in ambient air temperature) 1.8 Meteorological Conditions on Station (to include ambient air temperature, cloud cover, rainfall, wind conditions) 1.9 Water Conditions (to include general observation of wave climate, algal blooms, turbidity plumes, foaming, surface oils, etc.) 1.10 General Conditions (to include vessel traffic, outfalls, dredging, wildlife, etc.) 1.11 General Comments 1.12 Recorded by: D-11 Zone LM for Light Manufacturing (Figures 23 - 26) Most land set aside for light manufacturing in Blaine is undevelop- ed. With the exception of LMc where the net factory is located all LM zones have access to either Interstate 5, the railroad, or the truck route. Residential use is low in all LM zones. In Blaine, Light Manufacturing includes industrial uses and also retail and wholesale activities which require considerable space, such as lumber yards and bulk retail sales. Zone M for Marine Land Uses (Figure 27) Approximately 40% of the forty acres of land at the port area is in marine land use or parking. The remaining 60% is vacant. Plans for expansion of the port facility would create additional land to the north. 13 6io '670 7 6'C ?J.O !40 76.0 PIZ '67.5 .10,5 684 '79.0 .1. di 7 II.Ma 1@ 0 70.3 i7" '901 LM LM V 16SZ. b IRS 7r. 7r. 7r. 4,0 -7@ Zs 5,0 CD - - -------- LIGHT 0 2?0 4?0 600 800 IOW. L- A- ' -.-j figure 23 MANUFACTURING SCALE IN FEE IT I-Ma Ma 7 Single family 4 Light industrial/manufacturing 1 Commercial METEOROLOGICAL AND GENERAL CONDITIONS Deep Water Ports Maintenance Dredging Study 1.1 Location (Port/Harbor) 1.2 Station Identification 1.3 Job Number: 12739-004 1.4 Client/Owner: Department of Environmental Regulation 1.5 Date (mo, day, year) 1.6 Observation by: 1.7 Previous Nights Weather (to include rainfall, wind conditions, cloud cover, sharp drops in ambient air termperature) 1.8 Meteorological Conditions on Station (to include ambient air temperature, cloud cover, rainfall, wind conditions) 1.9 Water Conditions (to include general observation of wave climate, algal blooms, turbidity plumes, foaming, surface oils, etc.) 1.10 General Conditions (to include vessel traffic, outfalls, dredging, wildlife, etc.) 1.11 General Comments 1.12 Recorded by: D-14 0 0 ---------- 0 1904i MARINE-,-,.,. figure 21, 0 200 400 Soo Soo 1000 SCALE IN FEET METEOROLOGICAL AND GENERAL CONDITIONS Deep Water Ports Maintenance Dredging Study 1.1 Location (Port/Harbor) Pensacola 1.2 Station Identification PNS-7X 1.3 Job Number: 12739-004 1.4 Client/Owner: Department of Environmental Regulation 1.5 Date (mo,day, year) 9/23/82 1.6 Observation by: JDC 1.7 Previous Nights Weather (to include rainfall, wind conditions, cloud cover, sharp drops in ambient air temperature) No rain, wind 8-12 knots NNE, 0% cloud cover, Air temp. down to 60 F 1.8 Meteorological Conditions on Station (to include ambient air temperature, cloud cover, rainfall, wind conditions) Air temp. 22 C, 0% cloud cover, no rain, wind 8-10 knots NNE 1.9 Water Conditions (to include general observation of wave climate, algal blooms, turbidity plumes, foaming, surface oils, etc.) Waves 2-2.5' moderate chop, no algal blooms, no turb. plumes foaming due to wave action, no surface oils etc. 1.10 General Conditions (to include vessel traffic, outfalls, dredging, wildlife, etc.) No outfalls, no dredging, some seabirds, some small craft traffic 1.11 General Comments 1.12 Recorded by: JDC D-17