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Home My WebLink About83-1769N - KEY: ... EXISTING - vOot1O /A� EXISHN ,'ONTOUR QO / I PROPOSE; CONTOUR .................. ELEV. z /—If EXISTING TOT ELEVATION: 25,5 LOAM PROPOSE:) SPOT ELEVATION: 125.51 BVW-s oH& TEST Ids I 1: - 30" BVW-$ - CQ UTILITY (ILE: FENCE LI .0 PROPOS 24 WITNESS: BRUCE MURPHY, R.S. CLEAN LOCUS HYDRA GARAGE - MEDIUM RETAINI Q WALL: DWELLING DATE: 3-18-81 SAND 9 LAII PERCOLATION RATE: < 2 MIN/IN (> 14' z 144" DWELLING WITH ADDITION (1,547 SF) NO GROUND WATER ENCOUNTERED NOTES 1. VERTICAL DATUM: ASSUMED 2. MUNICAPAL WATER IS AVAILABLE. EXI LOCATION MAP 5. WORK LIMIT LINE TO BE DOUBLE STAKED HAY BALES OR SILT FENCE. LINE TO BE INSTALLED PRIOR TO ANY SITE WORK, LOT 6 6. ALL ROOF RUN OFF TO BE DIRECTED TO DRY WELLS OR STONE TRENCHES AT DRIP LINES. 7. ALL DISTURBED AREAS ARE TO BE REVEGETATED UPON COMPLETION OF PROJECT, (15,614 SF TO TIE LINE, UPLAND = 9,702 SF) ASSESSORS MAP: 59 PARCEL: 114 LAND COURT CASE 28410A CURRENT ZONING: R-40 MINIMUM BUILDING SETBACKS: FRONT: 30' SIDE: 20' REAR: 20', / MAXIMUM BUILDING COVERAGE: 25 k EXISTING AND PROPOSED DWELLING = 1,547 SF� / / UPLAND LOT AREA —9,702 SF / o 1,547 SF / 9,702 SF = 15.9 FLOOD ZONE: C i88 \ N o, \ ,0 o \\ vott o� \ IA `� 8s 1 , NEW STAIRS STING. TH-1 TH-2 EXISTING DECK ELEY. ELEV. z TEST BOLE LOGS LOAM BVW-s oH& N „ IFR BVW4—\\ 30" BVW-$ ENGINEER: LOW & WELLER EXISTING PROPOS 24 WITNESS: BRUCE MURPHY, R.S. CLEAN 3 BEDROOM GARAGE MEDIUM DWELLING DATE: 3-18-81 SAND LAII PERCOLATION RATE: < 2 MIN/IN 14' 144" DWELLING WITH ADDITION (1,547 SF) NO GROUND WATER ENCOUNTERED NOTES 1. VERTICAL DATUM: ASSUMED 2. MUNICAPAL WATER IS AVAILABLE. 3. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. 4. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 5. WORK LIMIT LINE TO BE DOUBLE STAKED HAY BALES OR SILT FENCE. LINE TO BE INSTALLED PRIOR TO ANY SITE WORK, 6. ALL ROOF RUN OFF TO BE DIRECTED TO DRY WELLS OR STONE TRENCHES AT DRIP LINES. 7. ALL DISTURBED AREAS ARE TO BE REVEGETATED UPON COMPLETION OF PROJECT, QI 89 9 —� '/ Z91 i92 90// — _� / 93 94 NEW STAIRS OFF OF 95 EXISTING DECK 96 (EXISTING STAIRS ON L\� 3 '�� i' / i '�7 i c� m �� SIDE OF HOUSE / KL1�QT� o TO BE REMOVED —97 BVW-2 / / / / /��CIZ / / PROPOSED GARAGE BVW-1 92 7 9�' / / PROPOSED DRIVE 3� 1 % // \ 10.2 TO GARAGE 94 �STSN Oro 23 9 \ 0 9596 %,p25R \ \\ 97- 98 — pop \ \ 50' FROM BVW-- \ 98 99 � 100 99 98.8 ``.vv 99.4 1�J 101 100 APPROXLMATE LOCATION OF 17X7 . IN \ \.[ SEPTIC SYSTEM (AS SHOWN ON ORIGINAL \ — _ i 101 1 SITE PLAN, DATED REVISED, 7-23 EXISTING SYSTEM CONSISTS OFA 100 1000 GALLON SEPTIC TANK AND , 4' DEEP LEACH PIT. 9C$ 99.5 e BENCIM tK AT MAG NAIL, ELEVATION = 100. ]OB M M6-44 - - THOMAS CIVIL No. 36471 F"ICH S. LADUE No 3'E50 P.E. MICHAEL L -&DUE, P.L.S. SITE PLAN LOCATION: 6 TURTLE COVE ROAD, S. YARMOUTH, MA PREPARED FOR: REEF REALTY DATE: 9-25-06 SCALE: 1" = 20' REVISED: 10-18-06 (50' WETLAND SETBACK, EDGE OF WOODS) BASS RIVER ENGINEERING P.O. BOX i t63, EAST DENNIS, MA 02641 508-385-3426 z BVW-s N „ IFR BVW4—\\ BVW-6 BVW-$ QI 89 9 —� '/ Z91 i92 90// — _� / 93 94 NEW STAIRS OFF OF 95 EXISTING DECK 96 (EXISTING STAIRS ON L\� 3 '�� i' / i '�7 i c� m �� SIDE OF HOUSE / KL1�QT� o TO BE REMOVED —97 BVW-2 / / / / /��CIZ / / PROPOSED GARAGE BVW-1 92 7 9�' / / PROPOSED DRIVE 3� 1 % // \ 10.2 TO GARAGE 94 �STSN Oro 23 9 \ 0 9596 %,p25R \ \\ 97- 98 — pop \ \ 50' FROM BVW-- \ 98 99 � 100 99 98.8 ``.vv 99.4 1�J 101 100 APPROXLMATE LOCATION OF 17X7 . IN \ \.[ SEPTIC SYSTEM (AS SHOWN ON ORIGINAL \ — _ i 101 1 SITE PLAN, DATED REVISED, 7-23 EXISTING SYSTEM CONSISTS OFA 100 1000 GALLON SEPTIC TANK AND , 4' DEEP LEACH PIT. 9C$ 99.5 e BENCIM tK AT MAG NAIL, ELEVATION = 100. ]OB M M6-44 - - THOMAS CIVIL No. 36471 F"ICH S. LADUE No 3'E50 P.E. MICHAEL L -&DUE, P.L.S. SITE PLAN LOCATION: 6 TURTLE COVE ROAD, S. YARMOUTH, MA PREPARED FOR: REEF REALTY DATE: 9-25-06 SCALE: 1" = 20' REVISED: 10-18-06 (50' WETLAND SETBACK, EDGE OF WOODS) BASS RIVER ENGINEERING P.O. BOX i t63, EAST DENNIS, MA 02641 508-385-3426 : N KEY NEW TH-1 TH-2 400 PROPO�T, 'COV TOUR: - EXISTING STAIRS 4 DECK TEST I'30LE LOGS LOAM & ELEV. ELEV. EX[STIN :�POTLLEVATIO`�i 25.5 PROPS SPOT ELEVATION. B-5 _ / j SUBSOIL TES F Ht 1 J : 30� TVRTLE UTILII" 'l)LE: —O— ENGINEER: LOW & R'ELLER CO RD - - VE �� FENCE LI? 3: 1 EXISTING PROPOSE 24 WITNESS: BRUCE MURPHY; R.S. CLEAN HYDFA-', 3 BEDROOM ' GARAGE — MEDIUM LOCUS y RETAIN] WALL: ® DWELLING DATE 3-18-8'I SAND 7 PERCOLATION RATE: < 2 MINIIN qa 14' U O� y y6 144" O EXISTING DWELLING WITH ADDITION (1,547 SF) NO GROUND WATER ENCOUNTERED LOCATION MAP LOT 6 NOTE>_ (15,614 SF TO TIE LINE, UPLAND = 9,702 SF) 1. VERTICAL DATUM: ASSUMED ASSESSORS MAP: 59 PARCEL: 114 LAND COURT CASE 28410A 2. MUNICAPAI.. WATER IS AVAILABLE. CURRENT ZONING: R-40 3. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. MINTMUM BUILDING SETBACKS: FRONT: 30' SIDE: 20' REAR: 20' / / 4. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION MAXIMUM BUILDING COVERAGE: 25 , = 1,547 SF ®� / / 5. WORK LINE BE DOUBLE STAKED HAY BALES OR SILT FENCE. EXISTING AND PROPOSED DWELLING LINE TOO BE BE INSTALLED PRIOR TO ANY SITE WORK. UPLAND LOT AREA = 9,702 SF _ 1.;547 N / OT R = 15.4 `% 6. ALL ROOF RUN OFF TO BE DIRECTED TO DRY WELLS OR STONE TRENCHES AT DRIP LINES. FLOOD ZONE: C �/ak/ / /88 7. ALL DISTURBED AREAS ARE TO BE REVEGETATED UPON COMPLETION OF PROJECT. 88 d \ 1 � p BVW-5 BVW-4� BVW 8 g g -_,BVW-6 - _ BVW-7 89 /90 92 90/✓/�94 / NEW STAIRS OFF OF .95 EXISTING DECK 96 (EXISTING STAIRS ON SIDE OF HOUSE 131 C.3� Tyles TO BE REMOVED �/ / ,NORKylp4tr'' / 0 0---97 BVW-2 -\ / / / / g / j PROPOSED GARAGE BVW I 92 PROPOSED DRIVE 13' 17.9" 10.2 . TO GARAGE . 9$96.. / 3;ks / toy 98 \�\ 50' FROM BVW - \ 98 99 i` i ioo SITE PEAK / \ \ 99 98.8 cXti♦ / /gpd� i ®� LOCATION: 99.4 6 TURTLE COVE ROAD, S. YARMOUPII, MA PREPARED FOR: \ / \ 101 100 APPROXIMATE LOCATION OF fix] IN \ / I P N OF kggs rj ICF 9 i REEF REALTY SEPTIC SYSTEM (AS SHOWN ON Of 'GINAL - �� 9P T �/ 101 4L r THOMAS J. r SCALE: 1" = 20' SITE PLAN, DATED REVISED, 7 2,1 ). / / WLELLAN U i' ° h,;ICHC EXISTING SYSTEM CONSISTS OF P, 100 CI:'IL S. \ DATE: 9-25-06 LADL 1000 GALLON SEPTIC TANK AND,A j / Nati O No.36471 o y g,'' 4' DEEP LEACH PIT. Ido_ ;7=E ,.j ) I REVISED: 10-18-06 (50 WETLAND SETBACK, EDGE OF WOODS) 99.5 a CY BENCH34 13K AT MAG NAIL, ELEVATION = 100. [4 BASS RIVER ENGINEERING THOMAS McL AN, P.E. MICHAEL LADUE, P.L.S. P.o. BOX 1163, EAST DFNNIS, MA 026441 -, 508-385-3426