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HomeMy WebLinkAbout03-41W_TRUCK TO TRUCK TRANSFER FACILITY_BROOKFIELD STREET9. 9123103 ADD DRAWING No. 6 TG NO. DATE DESCRIPTION BY KEY MAP SCALE: 1" = 200' GRAPHIC SCALE 200 0 100 200 400 800 ( IN FEET ) 1 inch = 200 ft. F PROPOSED 'ACI LITY 'S NK RIVER SOUTH WINDSOR D: A-20 1 I 1 1 I I I i / RECEIVED OCT - 9 2003 South Windsor INLAND WETLANDS AGENCY CONSERVATION COMMISSIOt4 ZONING NOTES: LIST OF-7-N DRAWING: 1 IWE V ��AP 2 PROPERTY SURVEY MAP 8 SITE PLAN 4 GRADING PLAN 5 SITE DETAILS 6 SEDIMENTATION & EROSION CONTROL PLAN 7 LANDCAPING & EROSION DETAILS 8 PARKING STRUCTURES & TRANSFER DOCK DETAILS 1. THE USE VARIANCE REQUEST TO SECTION 5.2.2 TO ALLOW A TRUCK —TO —TRUCK TRANSFER FACILITY AT AT 90 BROOKFIELD STREET WAS AT APPROVED BY THE MEETING OF THE SOUTH WINDSOR ZONING BOARD OF APPEALS ON OCTOBER 7, 1999. 2. THE PLANNING & ZONING APPROVED ON AUGUST 21, 2001 THE ZONE CHANGE FROM RR TO GC FOR A 75' STRIP OF LAND ACQUIRED FROM MARY B. SHEPARD. SCAN'ti0 �O 0 CJ PENN EN�A� SITE o,�F•o9 �,� cRFe"sec° �_ �� TION�O 4 Q e� .����� 2� _� C3� y HAZEL _o _ MARK C r Su�4�AN a ` A ve. AYERS LOCATION MAP SCALE: 1 "=2000' APPLICANT: ENVIRONMENTAL SERVICES LLC. 90 BROOKFIELD STREET, S. WINDSOR (860) 528-9500 Each Parking Bay shall be graded toward the rear (3.47 slope) for total secondary containment of 5,296 gal.—� (See Calculation Box). Rear of Prefabr, Me tal Str Final Grade Elevatic 1.0' (TYP- Outline of the 66'x64' Prefabricated Metal Structure (Je tPort) with projecting roof Metal Guard Post (Typ.) Section A —% N T S. 66' ra) 110r- ,2. ry B /-iorA-� 0 (1 \1� S--1 4' Wide Concrete Walk way 4' 12" Separation between Parking Bays (Typ.) ( Concrete vva//, varied %leiy%lt). 59' 5' L B Each Parking Bay shall have assigned a number Plan painted on conc. apron TRAILERS PARKING STRUCTURE (JETPORT Rear Face of Prefabricated Metal Structure NTS )p of Concrete �)n talnm en t Wall Concrete Surface of 90 Day Storage Trailer Parking Bay, Graded toward Rear © 2159' Canopy Roof V12, Pitched to Rear Top of Concrete Containment Wall Concrete Surface of Parking Bay, Graded toward Rear Metal Side Wall Access Door (Partial View) Side Vie Typical Parking Bay for Box Trailer Front Face of Prefabricated Metal Structure Projecting Line End of Canopy Roof 5' Section B—B N. T.S. Front Face of Prefabricated Metal Structure 8' Wide Concrete Apron, Min. 12" High At the Entrance TRAILERS PARKING STRUCTURE (JETPORT NTS Outline of 73'x 53' Prefabricated Metal Structure (Jetport Metal Guard over Transfer Are Post (Typ.)� Limit of 8' wide Concrete Apron Graded away from Transfer Bay Beginning of Transfer Bay Outline of Prefabricated Metal Structure (Jetport) over the Transfer Area with projecting roof (5 12' 12' 12' 12' Wooden Shed for Storage of Emergency Response Equipment o • II II II II II II II II �- � L II II II � II I I ° °'�L II II II II II II 1 ' Wide Containment Wall o II II it II � II II II II II II 1' Limit of 8' wide 8' Concrete Apron 8' Wide Concrete Apron, Min. 12" High At the Entrance Final Grade Elevation Compacted Gravel Surface F Compacted 6" Subgrade Schematic Location of Parked Trailer (Typ. all four locations) 7 4 ' x 53' Concrete Ramp (Transfer Dock) with Collection Trench (Conc. surface shall be epoxy coated) 53' Access Steps w/ Railing 59' _�, -1 4' Plan FRANSFER AREA Top of I' Wide Concrete Containment Wall Between Transfer Bays Each Transfer Bay shall be graded toward the Transfer Dock For total of secondary containment of 5,296 gal. (See Calculation Box) Concrete Ramp (Transfer Dock) (Conc. Surfaces shall be epoxy coated) i 6 "x6" Collection Trench 3.4X Slope 2' for Spilled Liquid with Galvanized Steel Grate. Concrete Floor of Transfer Bay. Section C—C TRANSFER DOCK N. T.S. SECONDARY CONTAINMENT COMPUTATIONS: 1. TRANSFER DOCK TRANSFER DOCK SHALL BE FURNISHED WITH 6"x 6" COLLECTION TRENCH COVERED WITH GALVANIZED GRATE. TOTAL VOLUME OF SECONDARY CONTAINME-NT: TRENCH AREA : 6"x 6" = 36 SQ IN. = 0.25 SQ FT. LENGTH OF THE TRENCH: 12' + 51' + 12' + 51' = 126 FT. VOLUME PROVIDED: 126 FTx0.25 SF= 31.5 CF= 235.6 GALLONS 2. THE INDIVIDUAL BAY AT THE TRANSFER AREA OR AT THE TRAILERS PARKING STRUCTURES. EACH TRUCK PARKING BAY SHALL BE 12' WIDE AND 59' LONG THE FLOOR SHALL SLOPE @ 3.4% TOWARD THE REAR FOR TOTAL DIFFERENCE IN ELEVATIONS OF TWO (2) FEET. TOTAL VOLUME OF SECONDARY CONTAINMENT: LONGITUDINAL SECTION: (59' x 2') / 2 = 59 SQ. FT. VOLUME PROVIDED: 12 FT x 59 SF= 708 C-= 5296 GALLONS NO. DATE DESCRIPTION BY SEDIMENTATION AND EROSION CONTROLS / NARRATIVE. A. INTENT: IT IS THE INTENT OF THIS SEDIMENTATION AND EROSION CONTROL PLAN TO PROVIDE THE SITE CONTRACTOR THE MEANS TO CONTROL EROSION AND SEDIMENTS INTO EXISTING WATERCOURSES AND DRAINAGE SYSTEMS, AND ON TO SURROUNDING PROPERTIES AND ROADWAYS. THE CONTRACTOR SHALL USE THIS PLAN, ALONG WITH THE GUIDELINES PROVIDED, CONTAIN SEDIMENTS WITHIN SPECIFICALLY NOTED AREAS AS LISTED ON THIS PLAN. B. DESIGN CRITERIA: THE DESIGN CRITERIA USED TO PREPARE THIS PLAN WAS BASED ON THE "GUIDELINES FOR SOIL & WATER CONSERVATION IN CONNECTICUT", U.S. SOIL CONSERVATION SERVICE. (2002), OR AS MAY BE AMENDED, WHILE TAKING INTO CONSIDERATION THE EXISTING NATURE AND TOPOGRAPHY OF THE SITE, AS WELL AS THE SPECIFICS OF THE PROPOSED PROJECT. C. STARTING DATE OF CONSTRUCTION: FALL/WINTER 2003 D. COMPLETION DATE OF CONSTRUCTION: SPRING 2004 (PLEASE NOTE THE ABOVE NOTED DATES SHOULD BE ASSUMED AS TENTATIVE; AND IS SUBJECT TO CHANGE DUE TO CONDITIONS BFYOND THE CONTROL OF THE APPLICANT.) E. AGENT RESPONSIBLE FOR IMPLEMENTATION OF PLAN: ESI GENERAL MANAGER WILLIAM MITCHELL TELEPHONE NO. (860) 528-9500 & FAX. NO. (860) 289-0138 F. DISCUSSION OF SITE AND DEVELOPMENT: (NARRATIVE) THE SITE IS LOCATED ON THE EASTERLY SIDE OF BROOKFIELD STREET, IN THE NORTHERN SECTION OF THE TOWN OF SOUTH WINDSOR, CONNECTICUT. THE DEVELOPMENT, AS PROPOSED, INVOLVES THE CONSTRUCTION OF JETPORTS TYPE BUILDINGS TO SUPPORT "TRUCK TO TRUCK" TRANSFER FACILITY. THE IMPROVEMENTS ARE LIMITED TO THE EAST SIDE OF PODUNK RIVER. PROPOSED STORAGE/TRANSFER STRUCTURES SHALL HAVE THREE WALL ENCLOSURE AND THE ROOF. THE VEHICLE MOVEMENT WILL BE CONDUCTED ON COMPACTED GRAVEL SURFACE. RIVERBANKS WILL BE CLEANED FROM FOREIGN MATERIAL AND RESTORED BOTH SIDES OF PODUNK RIVER WILL BE PROTECTED FROM SEDIMENT AND DIRECT STORMWATFR RUNOFF BY EXTENDED VEGETATION BUFFER. THE MAIN SITE IS SERVICED BY EXISTING SANITARY, WATER, GAS AND ELECTRIC UTILITIES AND HAS A LIMITED STORM DRAINAGE SYSTEM. NEW STRUCTURES WILL BE CONNECTED TO THE EXISTING ELECTRICAL SERVICE. SITE CONSTRUCTION SHALL INVOLVE MINOR REGRADING (SEE DRAWING No. 3) IN THE AREA OF THE PROPOSED JETPORT STRUCTURES. NO DRAINAGE COLLECTION STRUCTURES (I.E. CATCH BASINS) ARE PROPOSED. PROPOSED SITE DISTURBANCE ALSO INCLUDES THE REMOVAL OF THE FARM BRIDGE AND THREE 24" PIPES AT THE NORTH END & REGRADING EXIST. GRAVEL PATH (AS PART OF WETLANDS CREATION) AT SOUTH END. G. SEDIMENTATION AND EROSION CONTROL NOTES/SEQUENCE OF OPERATIONS 1. SYNTHETIC FILTER FABRIC BARRIERS SHALL BE PLAITED AS SHOWN ON THIS PLAN TO CONTROL SEDIMENTATION AND EROSION. REFER TO DETAIL FOR PROPER INSTALLATION REQUIREMENTS. 2. ALL PERIMETER SYNTHETIC FILTER CHECKS OR BARRIERS SHALL BE PLACED PRIOR TO STARTING OF ANY CONSTRUCTION. 3. THE TOWN ENGINEER, OR HIS AGENT, SHALL BE NOTIFIED BEFORE CONSTRUCTION BEGINS AND UPON COMPLETION. 4. ALL CONTROL MEASURES SHALL BE INSPECTED WEEKLY FOR EXCESSIVE ACCUMULATIONS OF SILT. THESE INSPECTIONS SHALL INCREASE TO DAILY DURING PERIODS OF RAIN OR EXCESSIVE EROSION WITHIN A PARTICULAR PORTION OF SITE IS OCCURUNG WITH REGULARITY. H. SEQUENCE OF SITE DEVELOPMENT AND INSTALLATION OF CONTROL MEASURES: 1. INSTALL ALL PERIMETER BARRIERS PRIOR TO ANY REGRADING. 2. REMOVE EXISTING CONCRETE PARTITIONS AND DEBRIS FROM SITE. 3. REMOVE STOCKPILED MATERIALS SUCH AS GRAVEL, TOPSOIL ETC. AS INDICATED. 4. REGRADE THE SITE AND INSTALL ADEQUATE SUBBASE FOR JETPORT BUILDINGS. INSTALL NEW STORAGE AND TRANSFER STRUCTURES. PAVE AT THE ENTRANCE. 5. COMPACT NEW VEHICULAR ACCESS AREAS. PLACE TOPSOIL AND SEED ANY DISTURBED AREAS BEYOND NEW PERIMETER FENCE. 6. REMOVE FARM BRIDGE & ALL DEBRIS FROM WATERCOURSE. 7.PLANT WOODED VEGETATION IN BUFFER AREA AND CREATE WETLANDS. 8. INSTALL NEW VEGETATION BUFFER ON BOTH SIDES OF PODUNK RIVER. 9. PARKING AREAS AND SURROUNDING DRIVES TO BE CLEARED OF SILT AND DIRT GENERATED BY THE CONSTRUCTION. WETLAND CREATION PLAN CREATION GOALS: THE GOALS OF THE WETLAND CREATION PLAN ARE TO INCREASE WETLAND PLANT DIVERSITY, IMPROVE WETLAND HABITAT AND STABILIZE RIPARIAN CORRIDORS. PLANTING SEQUENCE 1. PREPARE THE CREATED WETLAND AREA AND PLANT DURING LATE MARCH TO EARLY JUNE OR MID -AUGUST TO LATE SEPTEMBER, IF SPRING CONDITIONS ARE DRIER THAN USUAL, WATERING MAY BE REQUIRED. 2. IDENTIFY AND PROTECT ALL DESIRABLE NATIVE TREES AND SHRUBS TO BE PRESERVED UNDESIRABLE INVASIVE PLANTS SHALL BE IDENTIFIED AND ERADICATED. REMOVAL OF SOME INVASIVE SPECIES LIKE JAPANESE KNOTWEED MAY REQUIRE REPEATED EFFORT. I AC AC 013n0 1CC11 D1nDC'TCAITInK1 ADCA AC rrwrvaw vlvlv�IL.ly Ilvly nlv�n ( PLANT APPROX. 600 TUSSOCK SEDGE (1 PLANT/4 SQ. FT.) I AC AC SEE NOTE 4, BELOW THE PLANTING LEGEND I I (D AC Rd HBBO WETLANDS LIMIT SD WB WB WB SD SD WB -- _ SD I ROD WB \ uDDHRR +. 4 alYltc ��tWtc a1 B HBB I 0 \ BB WB SD SD SD HBBH B �• �� \ WB WB HBB AtC+� > HBB HBB HBB AC AC AC AC�7��� RODS 0 I Q WB B AC 9 / / WB WB WB WB WB I� WB W� W'�1 �2OD B HBB HBB ROD SD AC AC 9 / AC D 3. A MINIMUM OF 12 INCHES OF TOPSOIL WILL BE PLACED IN PLATING AREAS TO PROVIDE SUITABLE MEDIUM FOR PLANT GROWTH. TOPSOIL PLACEMENT SHALL OCCUR IN A MANNER THAT DOES NOT CAUSE SOIL COMPACTION BY VEHICLES. TOPSOIL SHALL BE SCREENED FREE OF DEBRIS AND INVASIVE PLANT MATERIALS. 4. LIGHTLY RAKE TO ENSURE PROPER SOIL -SEED CONTACT. SEED MIXES SHALL BE SOWN WITH A HAND HELD SPREADER. SEEDING CAN TAKE PLACE ON FROZEN SOIL. A NON-INVASIVE ANNUAL SUCH AS WINTER RYE MAY BE ADDED TO THE SEED MIX TO OBTAIN SOIL STABILIZING COVER. DO NOT ADD ANNUAL RYEGRASS, KENTUCKY BLUEGRASS OR PARENNIAL RYEGRASS. 5. PLANT TREES, SHRUBS. MULCH ALL PLANTED AND SEEDED AREAS. 6. NEW ENGLAND WET MIX IS TO BE BROADCAST THROUGHOUT THE PLANTED WETLAND AT A RATE OF 1 LB PER 5,000 SQUARE FOOT. 7. ALL TREES SHALL BE B&B; SHRUBS SHALL BE B&B OR CONTAINER GROWN. SPACING OF SHRUBS SHALL BE 2' ON CENTER IN GROUPS, TREES SHALL BE SPACED 8' ON CENTER. 8. ALL PLANT SPECIES ARE SUBJECT TO AVAILABILITY AT THE TIME OF ORDER. EXACT LOCATIONS OF PLANTINGS WILL BE DETERMINED IN THE FIELD BY THE OWNER OR OWNER'S REPRESENTATIVE. SUBSTITUTIONS WITH NATIVE, NON-INVASIVE SPECIES MAY BE MADE. 9. THIS PLANTING PLAN ASSUMES SOILS WILL TYPICALLY BE SATURATED DURING THE GROWING SEASON AND STANDING WATER MAY BE PRESENT PERIODICALLY. MONITORING PROGRAM: 1. THE CREATED WETLAND IS TO SUPPORT VEGETATION COVER OVER ITS ENTIRE AREA AND WILL BE CONSIDERED SUCCESSFUL IF THE AREA SUPPORTS 100% COVER OF NATIVE, NON-INVASIVE SPECIES. THE HIGH DENSITY OF THE PLANTING IS INTENDED TO COMPENSATE AT THE OUTSET FOR INITIAL DIE -OFF. ONE HUNDRED PERCENT VEGETATION COVER IS THE GOAL; REPLACEMENT OF INDIVIDUAL DEAD PLANTS MAY NOT BE NECESSARY IF COVER HAS BEEN ACHIEVED BY SURVIVING PLANTS. 2. A MONITORING REPORT WILL BE PREPARED BY THE OWNER'S REPRESENTATIVE AND PROVIDED TO THE WETLAND COMMISSION AT THE END OF EACH GROWING SEASON FOR A PERIOD OF THREE YEARS. THE REPORT WILL DETAIL PERCENT PLANT COVER, PLANT SPECIES PRESENT, PRESENCE OF EXOTIC OR INVASIVE PLANTS, AND ANY CORRECTIVE ACTION DEEMED NECESSARY. 9 9129103 TOWN COMMENTS T.G. N0. DATE DESCRIPTION BY REMOVE INVASIVE EXIST. PLANTS WETLANDS LIMIT ROD ROD REMOVE CULVERTS AND RESTORE WETLAND AREA EB EB !1& EBB \r EB �B Light Pole NCO WB WB WB WB r / I I RO EBI _ B � a 0 ROD j �/ AC q 'C 8Si I -tft! i HBB A�£ {,� A BW - B `EB 4B SA WB WB- �� _ROD f �- S HB BB C _Bw_ - 4v__ B SA WB Wg WB EB EB EB `�' ' HBB�B' FRB. 0 0 €B .....� .... ___ P W WB BW BW ; �...... -- .� HBBHBB-� Q Q SAS �-' P W P ---- BW -ROD_ •Eg �•- � - - R� •� � � � �� A'o'oroxirr�ato `\ ` ' . '` _ _ _ -.- � POW - _ - R_GD _ ROD ' P . • �. POW / ROD od4„ POW POW .dui BW B as. / SA, ' ' " A& ' ' • • . FR k R%!�e_t BW J POW B RODow ' SA00 V POW ROD i �,% 0 HBB HBB H �RODIg _ _ Q HBB HBB HBB HBB t AC •. HBB Wg WB WB SAC ............ WS WB WB WB WB ��WB AC AC A AC Woods I WB WB Woods / WB ROD AC i Approx.AC •�c}ge of I � � Water I I AC C OD / AC AC / 9 ID C AC AC Y % Tree PLANT SYMBOL • AC AC ' / Standing Wate PLANTING LEGEND AND INFORMATION SPECIES REGRADE 85' OF EXIST GRAVEL PATH, ESTABLISHING DIRECT CONNECTION BETWEEN BODIES OF SURFACE WATER. CREATE WETLANDS PER WETLANDS CREATION PLAN QUANTITY TYP. SPACING (FT.) AC AMERICAN CRANBERRY BUSH 43 3-4 {� HBB HIGH BUSH BLUEBERRY 32 3-4 WB WINTERBERRY 64 3-4 > ROD RED OSIER DOGWOOD 28 8-10 SD SILKY DOGWOOD 9 8-10 SA SPECKLED ALDER 10 8-10 EB ELDERBERRY 18 8-10 BW BANKERS WILLOW 11 10-12 POW PURPLE OSIER WILLOW 13 10-12 NOTES: 1) DISTURBED WETLAND AREAS SHOULD BE RESTORED AND PLANTED WITH NEW E14GLAND WET MIX. 2) DISTURBED UPLAND AREAS SHOULD BE RESTORED AND PLANTED WITH UPLAND MEADOW MIX OR GRASS SEED. REFER TO DRAWING 6 OF 8 FOR SPECIFIC AREAS. rAr nnllnn[•T Iry \IIII I IIA= n"nl II M DC IAIG`TAI I t-M AT TUC DnTTnAA nC 3) I WELVt INCHES Vt' I Vt-JVIL VVI I M JV/o LLAr UVIVir'VJ I D I VVLVIVIC Jnvv Lv D: IIVJ 1 ALLGV MI Inc DV 1 1 VIVI VF THE PROPOSED BIORETENTION BASIN AS A PLANTING MEDIUM. 4) PLANT TUSSOCK SEDGE AT A DENSITY OF 1 PLANT EVERY 4SQUARE FEET JVER THE ENTIRE BOTTOM OF THE PROPOSED BIORETENTION BASIN. SOIL BETWEEN SEDGE PLANTS SHOULD BE SEEDED WITH NEW ENGLAND EROSION CONTROL/RESTORATION MIX. POST ANGLE 10' UPSLOPE FILTE FOR STABILITY AND SELF CLEANING. FLOW 100• 12" MIN. DEPTH 1. SET POSTS AND EXCAVATE 2. ATTACH FILTER FABRIC FENCING 3. BACKFILL THE TRENCH A 6"X6" TRENCH. TO POST AND EXTEND IT TO THE AND COMPACT THE SET POST DOWNSLOPE. TRENCH BOTTOM. EXCAVATED SOIL. PLACEMENT & CONSTRUCTION OF SYNTHETIC FILTER BARRIER NOT TO SCALE STRAW/HAY BALE STAKE p 1. EXCAVATE A TRENCH BINDING WIRE 4" DEEP AND THE WIDTH OF A STPA:9 SALE OR TWINE PACKED I I STRAW II 2. PLACE AND STAKE STRAW BALES, TWO STAKES PER 11 BALE. 13 e 1111=IIIIIIII II__ TRENCH WIDTH OF BALE �i 3. WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS �---J BARRIER. PLAN FLOW �% II COMPACTED 4. BACKFILL AND COMPACT THE BACKFILL II EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF THE II BARRIER TO PREVENT PIPING. =_IIIII=11111 __ I = PLACEMENT & CONSTRUCTION OF A STRAW/HAY BALE BARRIER BG ROD EB r! RODAVIII , WB ROD WB WB TEST PIT DATA TEST PIT LOCATIONS ARE INDICATED ON THE SITE PLAN (DRAWING 3 OF 8) TEST PIT No.1 0-14" FILL ( REDDISH SAND, 2" COBBLES) 14-40" NATIVE BROWN -YELLOW SAND, NO MOTTLING TEST PIT No.2 0-11" FILL ( TOPOSOIL, FINE GRAVEL, COBBLES) 11-48" BROWN DENSE SAND, NO MOTTLING TEST PIT No.3 0"-6" NATIVE TOPSOIL 6-48" BROWN FINE SAND, MOTTLING ® 36" TEST PIT No.4 0"-52" VARIOUS TYPES OF IMPORTED FILL R-10" TIf'V I AVD /7A" DC1 n%Al nDAnr\ CVU101TM v - I H-1, ,-A , ER ,L ULLV YY VI\A DEj EXI IIBI I ED BLACK SMEARS, PETROLEUM IMPACTED. HAS TO BE REMOVED AND DISPOSED OFF SITE PRIOR TO THE CONSTRUCTION OF TRANSFER FACILITY ® 52" THE TOP OF 46" METAL CORRUGATED PIPE INSTALLATION OF SEDIMENTATION AND EROSION CONTROLS MEASURES: 1. SILTATION FENCE A. DIG A SIX INCH TRENCH ON THE UPHILL SIDE OF THE SEDIGNATED SEDIGNATED FENCELINE LOCATION. B. POSITION THE POST AT THE BACK OF THE TRENCH (DOWNHILL SIDE), AND HAMMER THE POST AT LEAST 1.5 FEET INTO THE GROUND. C. LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE TRENCH TO PREVENT UNDERMINING BY STORM WATER RUN-OFF. D. BACKFILL THE TRENCH AND COMPACT. 2. HAY BALES A. BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, ORIENTED PARALLEL TO THE CONTOUR, AND WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. B. BALES SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BALE AND LENGTH OF THE PROPOSED BARRIER TO A MINIMUM DEPTH OF FOUR INCHES. AFTER THE BALES ARE STAKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. C. EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO STAKES. D. THE GAPS BETWEEN BALES SHALL BE WEDGED WITH STRAW TO PREVENT WATER LEAKAGE. E. THE BARRIER SHALL BE EXTENDED TO SUCH A LENGTH THAT THE BOTTOMS OF THE BALES ARE HIGHER IN ELEVATION THAN THE 'FOP OF THE LOWEST MIDDLE BALE, TO ENSURE THAT RUN-OFF WILL FLOW EITHER THROUGH OR OVER THE BARRIER, BUT NOT AROUND IT. CONTINGENCY EROSION PLAN SHOULD UNFORESEEN EROSION OR SEDIMENTATION PROBLEMS ARISE, THE DESIGN ENGINEER OF RECORD (ZUVIC ASSOCIATES) AND LOCAL WETLAND ENFORCEMENT AGENT SHALL BE NOTIFIED IMMEDIATELY. AN INSPECTION OF THE EFFECTED AREA(S) SHALL BE PROMPTLY PERFORMED. A REMEDIAL ACTION PLAN SHALL BE FORMULATED WITH THE LOCAL ENFORCEMENT AGENT'S APPROVAL. THE SITE CONTRACTOR SHALL THEN IMPLEMENT THE RECOMMENDED COURSE OF ACTION WHICH HAS BEEN DETERMINED BY BOTH THE ENGINEER AND THE LOCAL ENFORCEMENT AGENT. I�- � MH Ex. Bit. TRUCK Tt CD I �" ;' i_ TRANSFER 4------------ SOUTH WINDSOR, r a' Elec., Pole .9 AT E SI YARD, S OL . Conc. Pad I PREPARED ZUVIC ASSOCIATES, IN 0 0 ExCif FX. 7CB BY: 1722 BARTHOLOMEW RD Ex Ex. Building Conc. Pad I I SCALE DATE 1 "=40' JUNE 9, 2003 GENERAL NOTES: \ 1. ELEVATIONS REFER TO MDC DATUM. Ex. Conc. I Pad I \ 2. PARCEL IS LOCATED IN A FLOOD HAZARD AREA B AND Garage/Shop Section 1_7I s6� I TA2 AS DEPICTED ON FLOOD INSURANCE RATE MAP, \ C- . O..1/ 1IAI- /-/11 A 1A I /-"1 t- [/•1 I I ri I I-- I - - - r-� I I A I••, •rr / I-•1 n /I /-, I I n 1 T\/ 0 I cc. own lny T rrvv /i7I I UVVIN Ur- JUU I I-1 VVINUJUK, rl/HK I r UKU UUUIN I T, PANEL 4 OF 9. EFFECTIVE DATE: FEBRUARY 23, 2001. I E\ Stone Parking AreL I 94.p I I In 92.8 PROP#D VEGE TON BUFFER A NG DUNK RIVER /('UPLANDDOW MIX 8c O O i W DY VEGETATION). U SEE DR WING No. 4 .� n 0 °,�'/ i °-�, X91.9 \ 91.E1 0 2 19129103 TOWN COMMENTS (CONSERVAT. OFFICER) T.G. 1 B119103 ROTATE DRAWING, ADD REMAINING LAND T.G. NO. DATE I DESCRIPTION I BY 0-F 4 x 93.2 / PROP. OIL 0.co�,:, : _ wL 114 o f _' GRIT SEPARA TOR ° 1 103 2 p X93.5 X93.0 x91.6 > 6 } .0 A � r� r_� Light Pole t ��5 �/ U 0 , O X 91.6 O�X 0 ° 0 (� O °,-, WETLAN S SEE DRAWING No.7 FOR ADDITIONAL 92.3 1 _ n �� D IMIT 93.0 X� 90.9 ! X 90.5< PLANTING DETAILS AND NOTES -� tx. L onc. tllocrc ,J - ;" *►� x 92.7 x 92.6 X- 93:8 .._. X 94.1 % X 90.3 1l8, 92.3 x 926 ,1 i' Ex. uilding (Met Open) x 92.9 X 91.01 x 91.7 �'x r- 7 x 92.8 O� x94.5 � x922 x923 92.3 x 89.2 + x 93.0 x 92.5 O� i' 93 O x91.4 x91.8 \ - X93.6 PROPOSEQ9,§0 WIDE 92 x 92.7 X 93.5 �0 i I VEGETATION BUFFER Ex. Bituminous Drive & `� Ex. Tank (Above Grd.) W,/Conc Pad x ' ALONG PODUNK RIVER -o X 92.4 x 923 x s1.6 +,�; 80 W TLANDS BUFFER o Parking Area _.; X y .8 x s2s 0- 0 " U " O (UPLAND MEADOW MIX & 93.4 I'°��°°_ 0 0 x92,2OOOWOODY VEGETATION).�0-1 000000 x92.3 SEE DRAWING 7 FOR 91.6 X91.6 x92.1 2.1 000 93 ._ - s42 0 ° ° X 3 FLANTING LAYOUT s23 0 ° 0 ° c, WETLANDS BUFFER � \ PAR D0° �70 0 O 0 O X 93o x 92.7 STRUCTURE C� 0 O 0 O X 91.PP'bPOSED 25-40' WIDE 92.1 4 D O O O 0 O X 91.1 Ex. Bituminous Drive & Parking Area V 00000VEGETATION BUFFER Xs22 D0°00°� X926 , O O 0 0 O 8 --�rE-0NG P8ttNK'RI D60000°°° 0 0 0 0 0 (UPLAND MEADOW MIX & , 5\0 O O O O O OO O O O O O O O'tp O O O o.W4OODY VEGETATION).0 0 0 0 0 0 0 0 0 O O U /mit Of Pavem t xs o_ 0.5 SEE DRAWING No.7 922 0°°°°°°°°a5600NS��Wf_'00 00 x 925Og LEEK- J OFF0�00000000e200000or00 O O O 000°0000x00000° �0'' -o- _ o- � _ - �. i g _ •_ . � . _ _ 91,7 1 . 70 \O O O O O O O O O O O O O O O O O 0 0 - X Y % 192x xx x . 2 * x x * x s %� x x x x * _ ' x /: 2 Y•* ` x X x * 1 1 1 1 1 X/s 4. 20 =_`O 0 O XQ. O O O O O O O O O O O 0 O B/ORETENTION w" w w. v I I 1917h X 9.i 92.4O O x 93.4 O I -- IW O I AREA X 90.5 0 0 0 O O O O O O O O 0 0 v O 0 0 0O OcU o o -0>�o �oU 90W/�°. � O-O0- 4 1 Us21 Xe5, 0O@.O0O000OOOOOOO000OOO_ O OOSF 0 5- X0 Reloco .1� x 94.3 O O0 O U O O U OgO O OO~ O O O O OC'0 O OOOOOOOOOOOOOO NEW ENGLAND WET MIX) 0 0 O 0 __Q O oZJ- -SO O O O�-O °°°°!X 85.1 O j.-000o°�0O xs18 O ° O 9 O rox. <Z O O O O O O�O ZJ ASFO O O O O ........ _-SF Edge of Dirt/ Gravel Surfa eSWater RNxFy'o0 �.._0�OSP90 3O v Out £t/x 94.4 S�/ 0O O O 0 O O O O O O SF i n . LEGEND: SNET ;, 499 ft ce X 95.8 EXISTING PROPERTY LINE EXISTING UTILITY POLE RELOCATED UTILITY POLE EXISTING CATCH BASIN EXISTING TREE LINE EXISTING SPOT ELEVATION EXISTING COUNTUR -- g- - PROPOSED COUNTUR EYISTIA,G EVERGREE^l QUSH -"'- •-� 100- YR FLOODPLAIN LIMITS LIMITS OF WETLANDS �-• 80' WETLAND BUFFER PLANTING NOTES: UPLAND MEADOW MIX x* X x x X GRASS SEED NEW ENGLAND WET MIX 1. GRASS SEEDING MIXTURES: SOD - LOFTS SEED COMPANY OR APPROVED EQUAL. 10% KENTUCKY BLUEGRASS (POA PRATENSIS) A 10% PERENNIAL RYEGRASS (LOLIUM PERENNE) I OV o BLEIVD OF THREE TALL FESCUES (FESIUCA ARUINDIIVACEA) SEEDING RATE: 4.5 LBS PER 1,000 S.F. (ADD 10% TO QUANTITY IF HYDROSEEDED) j SEEDING DATES: AUGUST 15 - OCTOBER 1 AND APRIL 15 - JUNE 15 2. ALL SLOPES GREATER THAN 3:1 RECEIVING SEEDING MIXTURE SHALL BE COVERED WITH AN EROSION CONTROL BLANKET. 3. LIMITED (2-3) TREE CLEARING IS PLANNED FOR THIS PROJECT. 4. ALL DISTURBED AREAS NOT OTHERWISE DEVELOPED SHALL BE SEEDED WITH GRASS SEEDING MIXTURE. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 1 /_1 V V V Y V x 04.9 94. S 94. 93.2 93. � • � 8 C \ \ '-� ` _ �,* x%%xx%*"%-* �x X xy% xCxx x* jn% x xx%xx*-**%X * _xx X% X xx%x* xXy *xxxY* 0,%:X* x xx* *sx %x xx3x *y xxxXxixxx x*xxx x *r* * y x�xx .xx *xx* X% xx* * x x** %x %xx % xx x /xvv1xxxy// x *1 X , �y 1% x '', v1 ' n! x I ` K \ \ 'I II ` KxX*% x"*%1 X K%X * *xxXx g*rx x X.xrx* xx/ma% *x*xx% xx%yx%** X°xx%xX*x% x*x%xx *Y**Xxx :%* **X% %xRx-% *y*r x%%*xyxl x-%xj" %xx x% !.xX%x*,�xx * x x�%*x%.X* x**Y% *X xxx%x xamyx% %xi* %•* x**x✓*%r x %x9xx%x *'xXxx* `* Xxx xx7xr*x* x%X xXi % xx%xx% *%xux1xxxXX %'x%%`y •*•%% *%*%X**xx% %x X•* ;xYx%x % %x * * * xxx%XKx *"**x* Yy*%XxY* **Xxx% x* x*x%%y*x yX x* %%xKx*xxxxx K%xx%Xx%x* xx*x ,x,xK Xy% x9 xX*x x xxs 4 xXx xKs x 7 x iy ` .* r x Y 3 % S e tb x 96.1 9 96.1 O O O O O O x%92 0 93.9'SF .O 8x O-Ox80 0 0 OO 00 O oo -a• 0 -.0 O C) 0 0 O O 0 0 0O 0 0 0 O 0- O O -•....3 �F0- -G-°G- -0 - _ °O°°°0xes.5 ......000 000° 1 0 0 Ox10000O92 Xess 0 000O O 0x875 O O O U 011 Woods 86.70x877 Woods pO O O O Xes.6 Approx. i7O O PROPOX 9�.9 6.O SED 40 WIDE OOOEdge of O x 95.4/ * W40 O VEGETATION BUFFER / 85.0 X89.6 - xx x *Water 8 x 0 x86.9 O CX93.9ALONG PODUNK9RIVER x936 X60OW1 .672 y8x 93.4 xr- xx% x* / x%xx% x *% K xxxa\ck \ s 5. � \ - jf p I- \�„\ I I II \ 5, HIGH CHAIN LINK FENCE(UPLANYAWMIXX 89.2 X91WETLANDS LIMIT OO O DO00-�V)SF�'0< EGET x69.4 X89.6 Woods x 93.9\ x 89.6 / 94.6 .9ace X8` x876 Dirt Surf 91.1 ` x 86.4 97x Ax93.2 `94. PARKING 89.8 90.5 x 94.2 x 93.7 SF`-x xIB9.785.2- SF91.5!X 86.0 4 x 94.7 STRUCTURE X ��e% 97 F X 93:8 9bo \ *%xxx x * x xv. * x xxxx * X xx x * xxxX x x * Y• x % *xx % % x "v PILE \ x%Xx x%* x*%* xx** %* x%X xx*% „:* xx 9.26 e9 *Xy x"Xx�x x** YFXx X 8 X88.9 r• d r.wwwW •: E11•,�v v I x* xx % x % x% *xx * xx * x% x % x x* *x x C.S� \ / xx *% xX\\ x *'* xx 1 [� / • .--:,y w wwyV w w�,wr'� vw," V /, W v v/s �•-.�. .. < x"-'9.2AQL 87 yPathIt 9 i i� sits T" 4 .K% x y%X*x%* x * %* %%Yj"x* XYx'xxxx *% * x% 'xx% x %%%x%X X* xxx*xxX*x xxxxx,%x**X %x*xyxxxxx*xx X X% x* xxxx %%**x* Xxx�%x -x"x3x*x *..*Ixx4xxxx xx%%Xx * ,x,x.i•�,x': 'xxX %* x*' "x n\ \ , %x %n* *xXX*xX %xxy*•XXy.*.Yx x ^x�• x*.•*`%x x * x% xX x x90.4 1 PILE x95.3 ` / x929 " -X-9 w4xxY.*vFYX`.4*x Standing Water' iv ., wV ,'%.wx i xs1.� %xXx."x*s5:4nx xx x xX I % " % WETLANDS LIMIT X 930 ( g I X 92.9 r .. W y W ,°� s.s PROPOSk-D LOCAT(XO91 , 9�0 / \� azo I w w r/ �•'- c� PROPO WF 38 923`-, OF LT'1FEN���� \ 972 X ej!Xt 90. • � •� C I C) X s�� ; `tyTrt Surface V y w w X s5�1 EXISTING TREE LINE w x 93"-0 SF - ----- �S S TO CK P I L_E Gravel \� Tree Line v v w / \ 95 / Standing Water w . / \, AREA _ 8 x 93.4 •7 '� 9D � x 9 93 96 - x 91.0 x 92929 PROPOSED LOCATION 4 x 91.2 x 85.9 ' 92 93 I �\ 93 94 \\ GRASS SEED X � Tree Line � SEE DETAILS ABOVE x 93.4 OF RELOCATED TOPSOIL I 0 80 WETLANDS BUFF ER PROPOSED LOCATION STOCKPILE, MAINTAIN MIN 80' PERMANENTLY MAINTAIN I � OF CREATED WETLANDS SILT FENCE AROUND , WETLANDS LIMIT \ BUFFER TO EDGE OF WATER SEE DRAWING 7 FOR NOTES TOPSOIL STOCKPILE 1 i LEGEND: GRAPHIC SCALE j C MH UI v Ex. Bit. - - EXISTING PROPERTY LINE rn I I SNET 40 0 20 40 80 160 Cp #24ss fk EXISTING UTILITY POLE (`� t-I 4------------ �' Elec. Pole RELOCATED UTILITY POLE ( IN FEET) 1 cD i Ixl19 1 inch = 40 ft. I I . Conc. Pad I ce EXISTING CATCH BASIN s3 4 x 5.7 r--'_'_'-_ �. x 93.1 I EXISTING TREE LINE 35• Ex. Bituminous Drive & o o Ex. C ® Ex. CB I x 95.8 EXISTING SPOT ELEVATION x 5.6 ll-- I Parking Area Ex. Building TF 92.66\ In Ex Conc. Pad 7 I Ex. CB - - - - - 95 EXISTING COUNTUR FL 882. TF 8..13 x s3.o 52 0 x 94.9 �- Ex. Bit. i f x 4.9 92.1 1 \ Transformer/Pad b I 1 - - - PROPOSED COUNTUR ( \ { I ALL ELEVATIONS ARE BASED ON MDC DATUM AND THE REFERENCE IS 94•01 Ex. Conc. (Pad I I MADE TO MAP ENTITLED: 'PLOT PLAN MITCHELL TRUCKING INC., � \ I \ BROOKFIELD STREET, SO. WINDSOR ", DATE 411411981, SCALE 1"--40', 94 9 Llght Pole i x 92.9 Garage/Shop Section I I PREPARED BY FUSS & O'NEILL. EXISTING EVERGREEN BUSH x s4.4 Ex. Grass Area __ __ -- - Ex. Spot El. (Typ.) Ex. B it ing (Woo LQpvr� \N� I ALL FLOOD PLAIN ELEVATIONS WERE REFERENCED TO NATIONAL GEODETIC 0 IP IRON PIN I 1 VERTICAL DATUM OF 1929. (NGVD29). THESE ELEVATIONS WERE 100-YR FLOODPLAIN LIMITS !. \ n \ I ( CONVERTED INTO MDC DATUM BY ADDING 2.08' (PER MDC, ENGINEERING). 0 M ON. CONCRETE MANUMENT x 93.2 s2s ® EXISTING WELL O ( Ex. Limit Of Pavement _ .- -- Ex. St e Parking Area 28 - - x 938 Diesel AST in Shed o\ 1 1 n rkin n RETAINING WALL 94•3F, -- -- - - Gasoline AST in Shed �� 94' 1 gi 9 ' LIMITS OF WETLANDS x 93.9 0 92•8 0 1 \ ❑ WOOD RAIL FENCE i x 93.7 x 94.2 0\ ) x 93.0 PROP. CS ' X WIRE FENCE i x 93.7 x 94.2 x 93.9 o c / \ TF 91.20 wt 122 80 WETLAND BUFFER x 931 x 93.0 p / \ � / F4 A.>7 92 K�.V1 UTILITY POLE /GUY SF SILT FENCE I s32 ' x 929 PROP. MH \ / ! x 93.7 s2.2 / FL 86.30 46 out 0 in\ s1.s ETCTV PROPOSED 5' HIGH x 91.7 x s2.a x 93.7 x 93.5 Ex. CB \ OVERHEAD ELECTRIC, TELEPHONE CHAIN LINK FENCE x szs x s28 Ex CB 2" RCP ole TF 92.18 FL 6.60 12" outx sr. K 1d41 2 9129103 TOWN COMMENTS (CONSERVAT. OFFICER) T.G. 1 8119103 ROTATE DRAWING, ADD REMAINING LAND T.G. NO. DATE DESCRIPTION BY NEW FL (NEW) 87. 2 x 93.2 �6 -� SIGN TF 91.30 Ex. Well r� 4 PROP. OIL _ _ ,l 14 FL 8 6. 75 GRIT SEPARATOR � 103 '�.� � _.�.... wL 13 7 Y-.92_7_-.--------X_ E k 21.3_- x 93.5 x 93.0 x 91.6 .0 WL 111 s�o. _=_=-= __ --- - - Ex. Conc. Barrier \ L1ght Pole FL 86.00 S6 x 93.1 ___.._-_ / x 93.1 � as.s �[j q) x9 3� x'93.o Exist 12" 9 �- WETLANDS IMIT .- - - - Ex. Conc. Block �, Ex. Building ?� / FL 85.10�( .�•r 1 � x s27 1 x SZs x 93.8 x 94.1 Q FL 86.34 (Exi Q 12 x 90.3 93 O �1,IB/ 92.3 O 92.6 x 92.9 f Ex. ulldin (Meta Open) x 91. f , x 91.7 \ x n,7 ' c `� x 92a ABANDON o`` / x 92.3 100-yr Floodplain Limits x94.5 x922 p x93.0 92.3 x 89.2 REMOVE x 92.5 EXIST. PIPE x 91.4 x g,,8i`,��/ 93 x s3s 1 Elevation 90.58 MDC Datum I I o EXIST. PIPE �o ,.r I (Elevation 88.5 NGVD) 9 1 \ 92.\x 93 x 93 . 3 \ W v x 9 .7 5 „...+" s2. 1 Ex. Bituminous Drive & 1 90 91 � � \ I � I x 93W, 3 Ex. Tank (Above Grd.) /Conc Pad x 92.4 x 923 929 x s1.8 Parking Area x s34 x s .8 x 92.2 80' WETLANE S BUFFER J�WL 2 I \ \ x 92.3 \ ` x 91.6 91.6 x 92.1 x2 942 ag1x , I j \ x 91.3 \ ` \ x 93.2 J�` 1 / \ 92.3 �\ \ I PARKIN WL 3 x e,.x >9. \ \93.0 92.7 x -(�REMOVE EXISTING.PAVEMENT x 4 ��/ 11 , \ STRUCTURE x\s1 a 80' WETLANDS BUFFER _ INLET PROTECTION & // x 91.1 P rOSED LIMIT OF PAVEMENT Ex. Bituminous Drive & P11 arking Area x192.2 \ // ( � ` .% r ,' \ F. F. 95.50 K 4 \ \� x 92a SEDIMENT SUMP, 1" STONE __ _ ____--&-PdEW CUIR INE �,I �/ \,'� �� x 94.3 1 91.1 -•--._ 1310RETEN-W.N, AREA //,' - -- x - -- x 90.4 o x �`x 89.7 \ SEE DRAWING 5 OF i' , / °'S �•.s2z WETLANDS LIOT x s22 FOR DETAIL _ // 90 !x92.5 6 _ _ �' 8 1-� LEEK -OFF •..� \ x 68.7 65' - 4" OUTLET PIPE` - _ �-' you 39 FL 90.JO ' 7 it 91.7 x 92.2 I x so.1 S� DRAWING 5 OF 8 - 6 ,� I r 9 x s4.2 4 \ 8 x .2 I , I i x 92.4 ,/ , x 93.4 / f / Ex. Limit Of Pavement f C 1 \ FOR DETAIL �� -- -. x_9o.2 i ++ � I r a. r i -. - - 9014__ 90. - % (� L1 8pF 5 x86. �� i�� _� --- 1 '&K 88.0 i / r WL 16 , _ t 91.4 -- - ----� 92.1 Relocateri 5' / - ��n. l / / + ` `75'�+ _ -Q - WL - n "x 87 9 '8 - `Igh t Po!e i I x 94.3 r Z` x 85.1 ' /' -. " . 92.2/ -_ �� WL 13 �,.WL 14 ApOrp� - - ---~ -? -�-A rr/a prox. to (� PoO,U �� �"�I ! D� /Grave/ Sur ' vlpo 90 '�•. - Edge of nk Riv�rss`N �l° x 92.5 / ! I rt fa�e Water _�� - - _ - _ _ 28 �''-- . ..�► / I 100-yr Floodplain Limits / �- -� - "� 24 ' outlet / back I 9 x 96.1 / �4K 6 f 96.1 PROPOSED _'1W 7 �'• Elevation 90.08 MDC Datum x a5.4 27 \......N_ 25.. -y - I x / TRANSFER DOC x• 92.0 x 92.a I 93.9 I % (Elevation 88.00 NGVD) - �� x 96.a _ _ _ - = i i I 6. N I t - - -- x 9 x 85.5 ( -x. 85.3 K30 - ` x szs I RAVEL SURFACE 1 1 x85.4 x86.8 Y x91.3 Woods x 86.7 x•85a• l i // •• x 87.5 K2 3 Woods A rox. x 96.E 877 7 39 - - , ` x 85•0/ NEW COMPACTED I ' .. ` Edge of . , x 9.4 -K .31, /l sa.7 / II ,. r �._ GRAVEL --SURFACE 1 x s�.s /I ; x 96.7 / x 95.4✓ x 85. 086.9 Water 4�. / x 89.8 / r' / I _._ '' / I / / x 8..q,185. 3� x 89.3 / / I 93.0 x 93.6 \ x 93.5 xI 93. f / x 96.4 K 41 x 88.4 x s7.z iI / ._..� x 93.4 �\ '� / / � WF 15 1 5 HIGH CHAIN LINK FENCE `• m 42 �- J x 89.2 \ I 0 // �/ x 91.2 ' / \ x�r,: �`""" 1 // / x'94.9 IF rs \R 1 x 89.4 x 89.8 x �j3.9� WL 361 x 89.6 I l - 1 14 x 85.9` I l \ I k 94.6` I .' x 87.s // Dirt Surface I `\ \� / PARKING' /Vx 971 x 97.5 \ 13 • x 86.4 WL 43 ' 91.1 x 93.2 \ 13 I l /i r� \ \ \ I \ / \ 94. 1 WL / x 89.8 90.5 x s4.2 / .. x s. `� \ x181.765.2, � I ; ' // x 93,2 80 WETLANDS BUFFER -� x 92 L x s3.7 A \ STRU;CTURE 1 9 8 0 x 4 ` , x 94.7 AWL 3 86a089.5 a' 91.5/ x 92.2 l \ / 97 { A\ • �' �° 90 � �1 I I �� x s35 1 x s2s � � � F.F/ 96.50 V �\ / 1 WL �4s x sa. s , k2 \ ' / l I 1 / / PILE x s3 s o� x 92.q �20 1 x 86.8 , � &Z� _ Rt'59.2 I 91.1 a WL 48 / - - - - Path �Co Ica - -�o o x s2,3 ' I x 90.4 d WL 68 - I PILE \ O ,„\ ' \ x ss.s \ / x 95.3 ` / x 92.9 x 1 1 co 1 Standing Water ' - • s7 i / - I x s1.3 1 , x s54 \ �yF 2, x 95.3 / x93.0 1 x929 6.6 1• � I i \ , 97.0 I WL 4 �67.0 4 923\ �/ WF 38 x 94. Dirt Surface \ \� 972 / 22 • x 8� 90. x 89.8 k/86.3 \ I I I �co 1 Gravel x s5�1 / WL ss I \ \ Tree Line WL 6 \ 1 ' i x s3o �\ / \ `, `� 95 \ / Standing Water \ 6.8 x 93.4 I \ 90 x 9 5 9 6 x .0 K61 K. 0 _ \ \ _ ` 36 23 85.9 \ ti, 93 �wF 40 93 94 96 \ x91.0 x92.4 x91.2 \ W 91 92 93 J \ \ x 92.9 obb 1 Tree Line 80' WETLANDS BU`NER x 93.4 1 �WP33 \` F35 � WETLANDS LIMIT 24 WF 41 'qYF 25 1 I TRANSFER / STRUCTURE F.F. 95.50 / / / WETLANDS LIMIT EXISTING TREE LINE 1' Gravel/Grass ' �- 3 l/ PROVIDE ,OUTLET/ QI/IOCTCAIdaJklA/ AOCA — %Akin CPnl ufvr�� /L_rV�r•�iv rinL_r7 / r,l.v /.31_v1 x 92.7 i 92- -x 92.2 4" OUTLET PIPE / c_ e- r/Nn/r- r'�r-MA4 6G J/V/VC Orr-VIVl, SEE DETAIL BELOW 91 x 90.6 - 90 GENERAL NOTES: 1. ELEVATIONS REFER TO MDC (METROPOLITAN DISTRICT COMMISSION) DATUM. 2. PARCEL IS LOCATED IN A FLOOD HAZARD AREA B AND A2 AS DEPICTED ON FLOOD INSURANCE RATE MAP, TOWN OF SOUTH WINDSOR, HARTFORD COUNTY, PANEL 2 OF 11. EFFECTIVE DATE: FEBRUARY 23, 2001. 3. WETLAND DELINEATION BY SOIL RESOURCE CONSULTANTS OF MERIDEN, CT. DAVID H. LORD, CERTIFIED SOIL SCIENTIST & ENVIRONMENTAL CONSULTANT. DELINEATION COMPLETED ON NOVEMBER 27, 2001 AND FIELD SURVEYED BY HERMANN HANI L.S. (ZUVIC ASSOCIATES) IN JANUARY 17 OF 2002. 4. ADDITIONAL WETLAND DELINEATION BY D. GROFF AND ASSOCIATES OF BROOKFIELD, CT. DONALD W. GROFF PhD, SOIL SCIENTIST & ENVIRONMENTAL CONSULTANT. DELINEATION COMPLETED ON SEPTEMBER 9, 2003 AND FIELD SURVEYED BY HERMANN HANI L.S. (ZUVIC ASSOCIATES) ON SEPTEMBER 9, 2003. 5. PROJECT IMPACT ASSESSMENT WAS PREPARED BY BENSON ENVIRONMENTAL INC. OF NEWTON, CT. REPORT WAS PREPARED ON FEBRUARY 5, 2003, AND SIGNED BY GEORGE A. BENSON, PRESIDENT. 6. ADDITIONAL ECOLOGICAL ASSESSMENT AND MITIGATION PLAN WAS PREPARED BY BENSON ENVIRONMENTAL INC. OF NEWTON, CT. REPORT WAS PREPARED ON SEPTEMBER 10, 2003. 7. THE PARCEL IS LOCATED IN ZONE GC. THE ENTIRE LOT AREA (INCLUDING PIECE OF LAND ACQUIRED RECENTLY FROM MARY B. SHEPARD) IS 18.4 ACRES. Inlet L Baffle Wall 36" Cast Iron Access Manhole (To.) with steel frame and cover i— Approx. Finished Grade SECTION MEW 1 9129103 TOWN COMMENTS I T. G. N0. DATE DESCRIPTION I BY 24' Opening with 36" MH (Typ. 2 Locations) �• Outlet Tee -pipe Inlet The 6" Concrete Block Wall with 4" Dia. PVC Penetration as shown DETAILS OF 41000 GAL. OIL GRIT SEPARA TOR N. T• S 18" MIN. Approx. Edge of L OCA TION DETAILS OF Water SIORETENTION ARSA SCALE.' 1 "=20' 4" PERF. PVC PIPE ® 1/8" PER FT. PERFORATIONS DOWN WRAP PIPE WITH FILTER FABRIC 1 45' 4" SOLID PVC PIPE r CLEANOUT (CAPPED) I 12" MIN. ABOVE GRADE PROPOSED GRADE APPROX. EL. 86.00 18" FILTER FABRIC (ALL SIDES) 6" Concrete Block ,11 „ •„ It - PVC shown PLAN VIEW Outlet GENERAL NO TES: 1 1/2" CRUSHED STONE 0 DETAILS OF OUTLET PIPE SIORETENTION AREA N. T S 1. The Contractor shall verify all dimensions in field. 2. The proposed oil/grit separator will have 4,000 gal. design capacity. 3. All joints shall be sealed with mastic sealant 4. The Contractor will verify that existing inlet and outlet pipe connections are sealed with flexible rubber boot. 5. The Contractor will verify that existing tee -pipe: a). extends to grade more than 3" above static liquid level b). extends no closer than 8" from manhole cover c). extends 6 - 24" from the bottom of oil/grit separator INSTALL 4,000 GAL OIL GRIT SEPERATOR V te? \ �' Podunk River \ ........... - • . . 0 PROPOSED GRADE a APPROX. FL. 87.50 Ex. Stone Parking Area \o �11 \ N- 0 �55' LONG, 4" SOLID PVC PIPE \ n 1/8" PER FT. INSTALL MANHOLE OVER EXIST. PIPE FL in (12" & 8") 86.60 FL out (4") 86.30 FL out (12") 86.60 , Ex. Stone Parking Area EXISTING )P & SUBBASE I a I � i o I I � I INSTALL NEW BITUMI( OUS CURB Ex. Outlet r I Ex. Building (Wood Open) I INSTALL 8" HDPE DRAIN PIPE INSTALL NEW CATCH BASIN (TYPE C—L) WITH DEEP SUMP AND HOOD TF 91.20, FL 87.12 I REGRADE THE AREA Xlt�INSTALL 4" HDPE DRAIN PIPE I INSTALL 4" HDPE I Podunk R,Jer DRAIN PIPE FL out 86.00 n Open Wate PROVIDE TIDE FLEX VALVE '" % �' - Wa Open Water / GP Edge of Water AT THE OULET PIPEP\pes \ \ Light Pole REMOVE FARM BRIDGE � �' SECTION OF EXISTING AND THREE 24" PIPES GHQ � j \ 12" PIPE TO REMAIN AS A BY—PASS CONNECTION �6 oco /� PROVIDE SCOUR PROTECTION AT OUTLET �o y� F LOCATION DETAILS OF 4,000 GAL. OIL GRIT SEPARATOR SCALE.' 1 "=20' LEGEND: - - EXISTING PROPERTY LINE SNET r9s EXISTING UTILITY POLE RELOCATED UTILITY POLE ce EXISTING CATCH BASIN EXISTING TREE LINE EXISTING EVERGREEN BUSH 100- YR FLOODPLAIN LIMITS EXISTING WELL - -" — — — - LIMITS OF WETLANDS 2 9129103 TOWN COMMENTS (CONSERVAT. OFFICER) T.G. 1 8119103 ROTATE DRAWING, ADD REMAINING LAND T.G. NO. DATE DESCRIPTION BY GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 160 N F JUDITH LAPOINTE San. Ex. Bit. • I--- -- ---- i t � MH i N/F ROSE WILLIS a 0 I ZONED: RR Elec. Pole 4------------ i Cb---- - - -- Conc. Pad I Ex. CB I---------- -� I o o ® Ex. CB I Ex. Bituminous Drive & \ i i I Ex Conc. Pad -Ij Parking Area Ex. Building Ex. CB j I I TF 92.13 3 _- EFL N.52 Ex. Bit. I \ L--- a Transformer/P Ex. Conc. I Pad Light Pole I \N� I \ Ex. Grass Area _ Garage/Shop Section I o - - ��, INSTALL NEW 12" 0 1 Co ^° RCP CLASS IV PIPE, 1 0 DRAWING 5 OF 8 FOR GENERAL NOTES. -- -- -- 80' WETLAND BUFFER Q11� REMOVE EXIST. PIPE N. 1-1I I � 80' WETLANDS BUFFER ZONED' RR UTILITY POLE /GUY Ex. Limit Of Pavement __ 0 1 l- _- - - Diesel AST in Shed o� - I \ n. I WETLANDS LIMIT Gasoline AST in ShedN. t) o REBU L EXIST. I �� REMOVE EXIST. FARM BRIDGE ETCTV OVERHEAD ELECTRIC, TELEPHONE a• CATC BASTWETLANDS i AND THREE 24 RCP, RESbRE sicN I 2'O'�\ INSTALL HOOD iJ ® IP IRON PIN I Ex. Bituminous Drive & O ��, PROP. CS �"""" 100-yr Floodplain Limits based on I Parking Area REBUILT EXIST. -J /� s?=floodplain elevations as shown CATCH BASIN ��, on Flood Insurance Rate Map 0 MON. CONCRETE MANUMENT INSTALL HOOD ABANDON,-, \ South Windsor, CT'; Panel 0002 RETAINING WALL I iv 5% TF�92,1a\ EXIST,. POE Effective February23, 2001 Ex. ce 12" RCP CLASS Light Pole FL (NEW) 8Z,82 PROP. MH I �3 _ Elevation 90.58 NGVD 88.5) PROPOSED 5' HIGH I FL 86. % r o� o ° - - 214 - -� Ex. Well f Ex. Stone Parking Area \ CHAIN LINK FENCE / }i i ��o ( PROP. OIL TP # 3 TEST PITS (9/9/03) ® l ' \ Light Pole GRIT SEPARA TOR SEE DWG 7 OF 8 FOR Ex. Conc. Barrier / g \ \ ADDITIONAL INFORMA TION I L- o J ^ Ex. Building %-----'" Ex. Conc. Block I nG� l� RE OVE INVASIVE SPECIES o J� S E DRAWING 5 OF 8 G� AN FILLED MATERIAL FOR DETAILS FIR RIVERBANK W -_-_ 80 WETLANDS 13UFFER Ex. Bituminous Drive & � jr -- o`` �/ PROPOSE 5' HIGH o m Parking Area Ex. Buz roc/ CHAIN LI FENCE I o v O (Metal o en LIMIT OF NEW Go .,,.• I I REMOVE INVASIVE SPECI. S COMPACTED �° ----` 80' WETLANDS BUFFER ' V 1 0 Ex. Tank (Above Grd.) w/Conc Pad Q i J AND FILLED MATERIAL GRAVEL SURFACE �/� PROPOSED RAILERS PARKING FROM RIVER�Bi4 - K STRUCTURE (JETPORT) Lo EXISTING CONCRETE BARRIER Light Pole 1 I I r-e- J• \ O + REMOVE EXISTING PAVEMENT------- & STOCKPIL AREA, .I'' TO if REMOVED. PROVIDE SCOUR I REMOVE INVASIVE SPECIES PROTECTION AT OUTLET 4 / \ O i AND FILLED MATERIAL I Ex, Bituminous Drive & Parking Area �I \ l FROM RIVERBANK ------- PROPOSED GATE \\ PROPOSED LIMIT OF ' WETLANDS LIMIT --- ---- PAVEMENT PRO99D ADMINISTRATIVE \ PE , I I I `-_____•_,� & NEW CURB OFFICE FOR T'RANSF&R FACILITY PROPOSED BIORETENTION AREA LEEK -OFF LIGHT POLE TO- #, FL 90.30' I I I I BE RELOCATED / £k/isl iWoterial Stockpile e Area SEE DRAWING 5 FOR DETAILS PROPOSED,°°o 0000O TRANSFER BA(TYPI)REMOVE CONCRETE ao1 Reloco a�{ etbo k / I DEBRIS `� Ex. Limit Of Pavement ht Polt�ClO c drrie,- and/ 50' BUFFER LINE w pad 15' REAR YARD vl� 100-yr Floodplain Limits based / unk R. �� Dirt/ Grovel Surface I I ` .� on floodplain elevations as shown • -- OI --------�1 Outlet Existing I on Flood Insurance RateMap- _ .. .. •\ y �. I •,.. Light Pole ' South Windsor, CT; Panel 002 ��NEW COMPACTED Effective Fabruary 23, 2001. II GRAVEL SURFACE - • • I I I (PROPOSED .Elevvation 88.00 in NGVD, .. • .. �- - - - - - '� I 1 Elevation 90.08 'in "M'DC..Datum •' i I I TRANSFER DOCK \ `J j I Woods L ^ ` woods / / PROPOSED TRAILERS - ,,, / 80' Dirt (Top Soil) Surface I PARKING \ o �". REM INVASIVE SPECIEIS � 2 �� \ Sand STRUCTURE (JETPORT) / AND FILLED MATERIAL Approx. # NEW OMPACTE� I ° �� I / FROM RI RBANK Edge of, GRAVEL FACE I �' o L ^I I 5' HIGH CHAIN i Approx. i Piled vel ® /€dge of 1 / .''�' _ _RE-M-OVE--STO_ ILED = 1 p LINK FENCE I i Water a _ - � / MATERIAL (-S-�ND) \ Approx. i OO © 1 \ / I tI / Gravel Ed e of I / \ / - i Pile A NF MBS GRAHAM LLC / woods i / ` Piled d Topsoil I / I I I �, -e- ZONED: RR \ •• 1 / 80' / Exist Mat, -ial Si' c'<pi!c A o c/ \ 1 TP#3 Pile Topsoil �\ Topsoil o\ I i WETLANDS LIMIT Pile a / EMOVE STOCKPILED _ — — — — Path 0 TING _ - _ _ EXIS TREE LINE / EQUIPMENT o / _ _ _ - / _. - - REMOVOCI �- _- _ - __ - - - I 11 ,211 standing water • • • AREA TO REG AIDED GRAVEL �\ / EXISTING I CONCRETE BARRIER I ! / REMOVE STOCK ED SEE DRAW7 ) 8 � Dirt Surface \ o. & STOC PILE AREA, TO BE REMOVED. J"� ' • • I CON C. BLOCKS ! FOR WETLAN S CR TI ON 0 �� Gravel \ I / Tree Line ZONE RR __ - � Standing Water � \ — _ — __.• l _ — ��• _ • — - —\� 10' SIDE Y,�RD ZONE A20 80' WETLANDS BUFFER - Ni � F TOWN 0 � \ 50' BUFFER LINE ree Line \ • • \ T i \ 80 WETLANDS BU�ER FOR LOCATION OF UNDERGROUND UTILITIES AND OTHER FACILITIES CONTACT CALL BEFORE YOU DIG AT 1-800-922-4455. �—••..._../ SOUTH WIN DSORj b � WETLANDS LIMIT ZONED: A20 d �, -_ Ex.. Frin Of RoarJwny Pavement le �i �\ -r. ,C MH / --'suer 0499 rr �� lP Found / 1 �$•gg' 7FL. aox 1 \ � \ s - j Ex. Brick Sign aRoo _ _ �- i Ex. Bit. rive I --' `� w `� � E ..•r '' � I � � j\ \ f� TO TROY ROAD 8 N p'1M5'2 Ex. Brick Signl _---- { l DESCRIPTION B Y sow Wit ,. 1$40 stzu.tvus AVtNUE • sta r41neWSOA, CT t '74 (800) 04+25:Li August 29, 7001 Wayne Gvrh, Estltiire P10, ldax 5$9 South Windsor, Cr 06074 CIMI XAX Ro-- App101-24P, M11tch%U Zones Change Iltst Atwraey 0et3t, 'v t an pbued to >#rise you tbRt st its Aug= 21;.2�01= sixeetlrrg, tie 7larmrr �'ssui: Zort ng vated to approve your re4+soat for a zone ci rx}gd. t aeu Almti tie rye. Wltb3a x�:mty days, Iry I ll2�t/bl,.exare ehaaga map �1" ='�'I t+K� ai7t A.�2 oprtt�fi4sdiort. MvAt be i5l4 ahaor+iag att bmm4 y }Ines 64d tbtt mean o tbte-l"d wdwt the zwe chPengnwaa graat d 1 he m ap s?l>tll be draiwo itt a as Banta v:tb tiir t;>tas and zegt�ioa� ��� ;;txtis 8a�i Ps£�.cgisi�ts�. f9r Psrti;<ssl�s �gir�eazs mod: La1ui Surveyors and shill be stag Sod a"aipz4 by s 1ogistft • land Ruxveyor. '1'iig =me 4.7ago aW mvht be ailn� on bhck wW Arita mylars,'xith tbb awroval:latter thtseen, tttgetht r with QUW blzuPrlsit copies tithe Zoue-aww, After tFte rayiax� }ewe beau stamped and dpod by the Oomolssadn, "Uywi be.x� ttumed to yoct r ,fa1€itg i Town Gla k s office. TU offactive lots of the Zope Change is the dste f #c ray ar,i f ed w t&s uwA ec3t' at�ice. . StY, Walter J. M04, castisstsw Flaming& Zrrn ngCoats vV7WdLE N/F JOHN STIGLIANO �—� - Si 2pp• TEL sox Ex. Sign I I { F.House�� flPround ) ) i I . Gar I [ L kJ k.,001 Ex. Bit. Drive I Fv P t. Drive �. Ex. Fence _ — '""- -` ` ~- -✓ Ex. Fence - Chain Link Ex. Fence Gate Post 0 Ex. Fence Gote Ex House � = MroO I I Flag Pole Ex. Tower/Pod — — N/F ROSE WILLIS !N ® i z Ex. Grass Area _#33 l- ` C44P Conc. Curb #7944s l I Ex. Ce { j ! Office Section i MH i Ex. Bit. " Ex. Garage o I 1 1 Ex Shed M 1P Found i I Ex. I Bit. Drive i I I i Ex. House I mR Ex. Fence - Chain Link N/F JOHN J. MITCHELL & DELLA T. MITCHELL i Ex. Bit. I I f L I s I N 26"4;'2°, -E Ex. Conc. Pad Elea PO 121.63 U 28.25!5e E--3iP Found 1,,..Ex. Bituminous Drive & Parking Area 00 i.o 149.89 � Ex. CB - -- f77und Ex. Building INMI 6 Ex Conc. Pad L _ _ Ex. CB o ! Translormar/Pod I Conc. Apron ! f ugnr Pore I "' o Ex. Conc. (Pad Ex. Gross Area Garage/Shop Section 3 { I Q!N { Ex. Building (Fuel/Gas Storage) { Ex. Limit Of Pavement - Approx. l FFFFTFF' Conc. CurbTTTFFi�M1�1 Ex. Bit. / +I Ex. Bituminous Drive & Parking Area i Ex. CB Conc. Apron i i Ex. C Ex. Well N/F JUDITH F. LAPOINTE I J { Ex. Cone. Barrier (Light Pole N 36°47'10" E Ex. Conc. Block L , lP Found 306.00' IP Found ug Ex Building ' Ex. Bit. 1 I ` Ex. Bit. ) c j Ex. Pump/Tonk/Pad/Islond Ex. Bituminous Drive & Parking Area e �� D Ex. Building (Metal Open) `Q 00 Ex. Limit Of Pavement - Approx. t ( Ex. Bituminous Drive & Parking Area � J P Ex. Limit Of Pavement - Approx. Ex. Bit. / Assumed Location Of Drainage Line I Pavement Markings - Typical Li1jiJ ico 0 W I N/F MARY B. SHEPARD icn Ex. Stone Parking Area I IN r'i I cc w L• v � m Ex. Building (Metal Open) I I Podunk River Exist 24" RCP Twin Pipes j � N 40'05'45" E 75.00' Ex. Trees With Wire Low Area 75.00, Light Pole - Exist Material Stockpile Area I ...��' . Conc Border and Conc. Block raterial Dividers Ex. Outlet Approximate Podunk River „i "�- p ugnr Pale 0 Ex. Gate I I #90 BROOKFIELD STREET TAX MAP 124 LOT 7 FORMER AREA _ 17.5t ACRES Conc Barrier and 6 I + REZONED PARCEL AREA = 0.91i ACRES i TOTAL AREA = 18.4t ACRES Exist Material Stockpile Area Exist Material Stockpile Area i a Ex Trees With Wire GC '- -- -- ------ - --- -- �--� — - ________ _. - _ lP Found and 976.34 ZONE LINE lP FoundDetoil —NTS Conc. on. oun S 3715'20" W See Detail lP 1P Found 0.05 N 4 Property cc i Corner 0 o.2s• Cones Mon. Found N/F TOWN OF SOUTH WINDSOR OPEN SPACE LAND - MORGAN FARMS SUBDIVISION A 20 COPYRIGHT 0 2001 BY O'BRIEN ASSOCIATES, INC. ALL RIGHTS RESERVED. THIS DOCUMENT OR ANY PART THEREOF MAY NOT BE REPRODUCED OR UTILIZED IN ANY FORM WITHOUT WRITTEN PERMISSION OF O'BRIEN ASSOCIATES, INC. O i� I$ ! z rn " ! I� ! CO) m ,PD N 0) PO tii ° m PC" I ! rn " i N O zi rn GC i I " i 1 ! i 75.00' =� 40'05`45" j PARCEL REZONED FROM ZONE RR TO ZONE GC AREA = 39,720t S.F. = 0.91 f ACRES N/F MARY B. SHEPARD /— ZONE DESIGNATION (TYP) RR THIS MAP IS VALID ONLY IF IT BEARS THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE SURVEYOR. TAX MAPS 111,192, 923, 924 (PORTIONS OF LOTNL'"'nr-n /rvnl LOCATION PLAN ( N.T.S. ) GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. rum LVCA l ION Vr UNDERGROUND U T ILI T IES 4ND OTHER FACILITIES CONTACT CALL BEFORE YOU DIG AT 1-800-922-4455. DEED REFERENCES: SOUTH WINDSOR LAND RECORDS 1. VOL. 601 PG. 347 N/F JOHN JAMES MITCHELL ET. AL. 2. VOL. 085 PG. 175 N/F JOHN J. MITCHELL & DELLA T. MITCHELL 3. VOL. 704 PG. 005 N/F MARY B. SHEPARD 4. VOL. 574 PG. 029 N/F TOWN OF SOUTH WINDSOR 5. VOL. 564 PG. 387 N/F JOHN STIGLIANO 6. VOL. 880 PG. 214 N/F JUDITH F. LAPOINTE 7. VOL. 919 PG. 068 N/F ROSE WILLIS MAP REFERENCES: 1. TOWN OF SOUTH WINDSOR TAX ASSESSORS MAPS NO'S 111,112,123 & 124: 2. MAP ENTITLED " PLOT PLAN MITCHELL TRUCKING INC. BROOKFIELD STREET SO. WINDSOR CT." PROJ. NO. 81-58A DATE 4-14-1981 SCALE 1"=40' FIELD BK. 247 DESIGNER G.B.M. CHECKER W.D.O. SHEET 1&2 OF 3. (S.W.L.R. MAP NO'S. 178A & 177B) PREPARED BY FUSS & O'NEILL NOTES: la. This survey and map has been prepared in accordance with SECTIONS 20-300b-1 thru 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" as endorsed by the CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. b. This is a PROPERTY SURVEY based upon a DEPENDENT RESURVEY conforming to HORIZONTAL ACCURACY CLASS A-2 and is intended to be used for showing the property of #90 Brookfield Street in SOUTH WINDSOR, CONNECTICUT. c. Property Boundary Opinion Is Based Upon The Dependent Resurvey Method and Map Reference No. 2 Hereon On File In The Town Clerks Office. 2. UTILITIES DEPICTED HEREON ARE BASED UPON LIMITED RESEARCH, REFERENCE MAPS HEREON AND FOUND PAINT MARKINGS INDICATING BURIED UTILITIES. UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE AND INCOMPLETE. CALL BEFORE YOU DIG MUST BE NOTIFIED FOR MARKOUT OF UTILITIES. 3. UNDERGROUND ENCROACHMENTS, IF ANY EXIST, WERE NOT DETERMINED AS PART OF THIS SURVEY. 4. THE NORTH ARROW AND BEARINGS ARE BASED UPON MAP REFERENCE NO. 2 HEREON. 5. THE STREET LINE OF BROOKFIELD STREET IS ASSUMED AND BASED UPON MAP REFERENCE NO. 2 HEREON.