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Home My WebLink About9 Commercial Street - Site Plan 2ZONING BYLAW WAIVERS REQUIRED 40B COMPREHENSIVE PERMIT 1. BUILDING #1- 7' TO 20' PROPERTY LINE SETBACK FOR BULKHEAD, S.203.5A 2. BUILDING #2- 8' TO 30' PROPERTY LINE SETBACK FOR DECK, S.203.5A 3. WAIVER OF 6' FOR 20' BUFFER FOR 8 CAR PARKING AREA TO STREET LINE,, S.301.4.4 4. WAIVER OF 21,476 s.f. TO 40,000 s.f. LOT SIZE REQUIREMENT (ACTUAL LOT SIZE= 36,243 s.f. EFFECTIVE AREA FOR RESIDENTIAL USE 18,524 s.f. S.203.5.0 5. WAIVER OF 73' TO 100' SETBACK TO RESIDENTIAL SINGLE FAMILY DWELLING, S.402.6.7 PROFILE OF PROPOSED i i SEWAGE DISPOSAL SYSTEM I DESIGN: ()z EDR'UN4BOOMITS 6FT. x 8FT. PRECAST .; , '�^'^ TEST BY INSTALL CAST IRON COVER do (H-20) DAVID FLAHERTY, JR. SEPTIC TANK VOLUME: EAST CAPE ENGINEERING, INC. TOWN OF YARMOUTH TOP OF FOUNDATION 03/03/04 RISER TO FINISHED GRADE 8 BEDROOMS AT 110 GALLONS PER BEDROOM - 880 GALLONS PER DAY INSTALL RISER & COVER TO WITHIN 2' OF 1/8' TO 1-1/2" WASHED STONE (TYP.) T.H. 111 2 (ELEV.) ELEVATION - 24.0' 0.00' 23.0' 0.00' 6" OF FINISHED GRADE 23.5' INSTALL: 2,000 GALLON H-20 SEPTIC TANK 0.83' 22.T INSTALL RISER do COVER TO WITHIN LOAMY SAND LEACH FACILITY: 6" OF FINISHED GRADE tOYR 3/1 1.1T PAVED PARKING AREA 22.3' PERC RATE: < 2 MIN N. NATURAL LAWN AREA eulCDlric `,pi � \COVER` FLOW RATE: 8 BEDROOMS AT 110 GALLONS PER BEDROOM = 880 GALLONS PER DAY /� /��/�� f��fr�,l %,•�//�� '%� LOAMY SAND 24'f 4" SCH.40, \ TO SEPTIC TANK \ \ \\ice 9MIN \ //\`\�\��.`� \/\�\ \��i��ti�`r`� \�`�\\f t�; \�\i�\�f�.\\��\i\�� \��X iROPO (N-10) tOYR 5/8 BUILDING #2 3' MAX. COVER PROPOSED 9 -OUTLET 35'f 4" SCH.40 1' MIN. COVER EACH14ED LEACHING DRk14- (TMP') 39'1 4" SCH.40 BOTTOM: (72ft.)(12ft.)- 8648.f.(0.74)- 639 GALLONS PER DAY (H-20) DISTRIBUTON TO DRYWELLS 3' MAX. COVER 2.50• BUILDING #1 TO SEPTIC TANK w BOX ..f _•i PROPOSED SEWER IN1 40'1 4" SCH.40 TO DIST. BOX N - IN - OUT -+P. LINE OUT .. 22.25 ::• 3" 20.83' »•;r' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0PROPOSED 0 0 0 0021.50' fC, MEDIUM FINE SAND 21.25 20,67' IC 00 = 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H. 0 0 0 0ELEV. 10 -YR 7/8 ELEV. 2000 GALLON IELEV. ELEV. °'''' 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 (H-20) SEPTIC TANK ECFV. BUILDING #2 INSTALL INLET TEE IN PROVIDE 6" COMPACTED CRUSHED STONE BENEATH , , 72 X 12 X 2' (8 DRYWELLS TOTAL) PROPOSED SEWER LINE OUT (10" MIN.) OUTLET TEE DISTRIBUTION BOX 22.50 (14" MIN.) INVERT INTO CHAMBER ELEV. { INSTALL THE OUTLET FITTED WITH TEE IS TO BE A GAS BAFFLE, NO WATER ENCOUNTERED ELEV.-20.25' (TYP.) BOTTOM OF SYSTEM f t GAS BAFFLE AND EFFLUENT TEE FILTER. GENERAL ELEV.-18.25' TEST HOLE LOG (TYP DESIGN: ()z EDR'UN4BOOMITS 6FT. x 8FT. PRECAST .; , '�^'^ TEST BY CHRIS WICKSON, S.E. DAVID FLAHERTY, JR. SEPTIC TANK VOLUME: EAST CAPE ENGINEERING, INC. TOWN OF YARMOUTH TEST DATE 03/03/04 HEALTH DEPARTMENT 8 BEDROOMS AT 110 GALLONS PER BEDROOM - 880 GALLONS PER DAY T.H. # 1 (ELEV.) T.H. 111 2 (ELEV.) 880 GALLONS PER DAY (200 - 1,760 GALLONS REQUIRED 0.00' 23.0' 0.00' 23.5' INSTALL: 2,000 GALLON H-20 SEPTIC TANK 0.83' 22.T LOAMY SAND LEACH FACILITY: 1.33'21.7, tOYR 3/1 1.1T 22.3' PERC RATE: < 2 MIN N. FLOW RATE: 8 BEDROOMS AT 110 GALLONS PER BEDROOM = 880 GALLONS PER DAY LOAMY SAND tOYR 5/8 BOTTOM: (72ft.)(12ft.)- 8648.f.(0.74)- 639 GALLONS PER DAY z.17' ,. _ ._20.8' 2.50• 21.0• ;`'''; ° ..f _•i SIDEWALL: 2(72ft.+12ft.)2- 336a.f.(0.74)- 248 GALLONS PER DAY TOTAL: 1,2009.f. 887 GALLONS PER DAY ::• fC, MEDIUM FINE SAND �::. t'',; 10 -YR 7/8 r: ' ,':'• INSTALL: (1) 72.0 x'12.0' x 2.0' SOIL ABSORPTION SYSTEM USING 500 GALLON •"'"'' ;,.. LEACHING DRYWELLS WITH 3/4" TO 1-1/2" DOUBLE WASHED STONE. 12.00' 11.5' NO WATER ENCOUNTERED NO WATER ENCOUNTERED f GENERAL NOTES: 1. DATUM (MS.)t TAKEN FROM DENNIS QUADRANGLE MAP 2. MUNICIPAL WATER IS AVAILABLE 3. PIPE PITCH: 1/4" PER FOOT MINIMUM 4. MINIMUM GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (0.75) FT. 5. THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE GRINDERS. 6. CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION (1 -888 -DIG -SAFE) 7. ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN ALL DIRECTIONS FROM THE LEACHING FACILITY SHALL BE REMOVED 8c REPLACED WITH CLEAN, MEDIUM SAND. 8. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS. STATE ENVIRONMENTAL CODE TITLE 5. 9. NO KNOWN WELLS PROVIDING WATER FOR HUMAN CONSUMPTION ARE KNOWN TO EXIST WITHIN 100' OF PROPOSED SOIL ABSORPTION SYSTEM. 10. THIS SITE PLAN IS INTENDED FOR SEWAGE SYSTEM DESIGN PURPOSES ONLY. UNDER NO CIRCUMSTANCES ARE BEARINGS, DISTANCES, OR FEATURES SHOWN TO BE USED TO ESTABLISH PROPERTY LINES. 11. DESIGN LOADING FOR ALL PRECAST UNITS: AASHTO H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO 417T. OR MORE OF SOIL COVER. 12. COORDINATE LOCATION OF HYDRANT WITH THE FIRE DEPARTMENT STORMWATER COLLECTION & RECHARGE SYSTEM DETAIL DRIVING & PARKING SURFACE 1" BITUMINOUS SURFACE COURSE INSTALL CATCH BASIN GRATES 2" BITUMINOUS BINDER COURSE CAST IRON RISERS & COVERS TO FINISH GRADE FINISH GRADE ® ELEVATION - 21.4' PITCH PAVEMENT SURFACE TO BASIN GRATES TMP )i\moi\�i\��i, �' •�."�•:,;:� �1 � 10" H-20 HANCOR HI -0 PIPE OR EQUIVALENT PITCH: MIN. 1/4" PER FOOT i. �, ;• C ':6" STRUCTURAL' FILL;':*.:', �' �• ;• ' . ,. PITCH 1/4" PER FOOT 4'DIA x 4'DEEP SOUD CATCH BASIN/SEDIMENT TRAP 4'DIA x 4'DEEP ,( SOLID CATCH ` BASIN/SEDIMENT ;t TRAP ? i USE ZABEL MODEL A -100 -8x18 -VC EFFLUENT TEE FILTER OR 'APPROVED EQUIVALENT. 6" OF CRUSHED STONE EXISTING SEPTIC SYSTEM "{ (APPROXIMATE LOCATION) SEE SITE AND SEWAGE Y PLAN DATED 7-12-q7 e7 Q)I Ile / /loll SIGN \ A A �I AA 361243 sq,ft.± W, �• 0.53 acres± \0OdIly \ EXISTING PAVED / DRIVEWAY AND / / \ \ 2 \ 2 PARKING / / ��i1 \ \� '� w \ \1 UTILITY Js� \ • ' 2 �,/POLE \`0 -� PROPOSED BITUMINOUS -' (� (TYP.) PARKING AREA ,/ \ PROPOSED /. TREE PROPOSED CATCH BASINS \T TOP OF GRATE @ 21.4 %PROPOSED 2 \ TREE PROPOSED SUBSURFACE �0 2�,y''' `Jokes \ '.• 't \ DRAINAGE PIT o . ` N~ (SEE DETAI L) %� /Z�? A a� •'.r��0 0 \72- PROVIDE CONCRETE / PROPOSED S*-�e� SOIL o \'''" ! x SCRATCH PAD OVER AB50RPT ION SYSTEM W I TN , 500 GALLON LEACHING lip. \ /y ELECTRIC SERVIG�/IO DRYWELLS 0 2 / �, EITHER SIDE 05`WATER $� /'t \ V.\ \ SERVICE C SING PROPOSED q -OUTLET (H-20) DISTRIBUTION BOX 0 x \ j� Quo .o�a' \\ BENCHMARK / PROPOSED 2000 GALLON 2 `�.� `'� DEC I \ TOP OF CONCRETE (H-20) SEPTIC TANK T'1'P•< (IV I BOUND; F1 - 21.04' / PvROP. �d ,' \ eAc � \ PLAN SCALE: 1"=30' ` LEGEND UNE TYPES STRUCTURES E PROPOSED UNDERGROUND O PROPOSED CLEANOUT TO GRADE ELECTRIC SERVICE C. 0. STORMWATER COLLECTION w PROPOSED 2" WATER SERVICE 8C RECHARGE SYSTEM NOTES Dpr PROPOSED DRAINAGE LINE Spr PROPOSED 4" SEWER LINE owv DESIGN IS BASED ON A 25 YEAR STORM, 1 HOUR INTENSITY USING THE RATIONAL METHOD. (SEE DESIGN SHEET) '-------22---- EXISTING SURFACE CONTOUR au t)v 1. ALL SURFACE DRAINAGE IS TO BE OVER THE PAVEMENT SURFACE 0_22- PROPOSED SURFACE CONTOUR 8c CONTAINED BY BERMS OR CURBING. PROPOSED SURFACE WATER 2. ROOF RUNOFF FROM ALL PROPOSED BUILDINGS IS TO BE CONTAINED 49*=1DIRECTION OF FLOW BY GUTTERS AND DOWNSPOUTS AND DIRECTED TO SEPARATE SUBSURFACE DRYWELLS OR STONE TRENCHES ALONG THE ROOF 21.6 DRIP LINE. PROPOSED SPOT ELEVATION X LOCUS MAP DATE East Cape Engineering. Inc. CIVIL ENGINEERS LAND SURVEYORS # 44 Route 28, Orleans, Mass. (508) 255-7120 SITE PLAN SANITARY SUBSURFACE SEWAGE DISPOSAL SYSTEM do SITE DRAINAGE LOCATION: 1265 ROUTE 28 So. YARMOUTH. MA PREPARED FOR: RIVER LANDING APARTMENTS 1265 REALTY TRUST 1 2 (TYP 2 6FT. x 8FT. PRECAST .; , '�^'^ CONCRETE LEACHING ; Lo. BASIN (H-20) Date 10'-0" (TYP.) 10" H-20 HANCOR HI -0 PIPE OR EQUIVALENT PITCH: MIN. 1/4" PER FOOT i. �, ;• C ':6" STRUCTURAL' FILL;':*.:', �' �• ;• ' . ,. PITCH 1/4" PER FOOT 4'DIA x 4'DEEP SOUD CATCH BASIN/SEDIMENT TRAP 4'DIA x 4'DEEP ,( SOLID CATCH ` BASIN/SEDIMENT ;t TRAP ? i USE ZABEL MODEL A -100 -8x18 -VC EFFLUENT TEE FILTER OR 'APPROVED EQUIVALENT. 6" OF CRUSHED STONE EXISTING SEPTIC SYSTEM "{ (APPROXIMATE LOCATION) SEE SITE AND SEWAGE Y PLAN DATED 7-12-q7 e7 Q)I Ile / /loll SIGN \ A A �I AA 361243 sq,ft.± W, �• 0.53 acres± \0OdIly \ EXISTING PAVED / DRIVEWAY AND / / \ \ 2 \ 2 PARKING / / ��i1 \ \� '� w \ \1 UTILITY Js� \ • ' 2 �,/POLE \`0 -� PROPOSED BITUMINOUS -' (� (TYP.) PARKING AREA ,/ \ PROPOSED /. TREE PROPOSED CATCH BASINS \T TOP OF GRATE @ 21.4 %PROPOSED 2 \ TREE PROPOSED SUBSURFACE �0 2�,y''' `Jokes \ '.• 't \ DRAINAGE PIT o . ` N~ (SEE DETAI L) %� /Z�? A a� •'.r��0 0 \72- PROVIDE CONCRETE / PROPOSED S*-�e� SOIL o \'''" ! x SCRATCH PAD OVER AB50RPT ION SYSTEM W I TN , 500 GALLON LEACHING lip. \ /y ELECTRIC SERVIG�/IO DRYWELLS 0 2 / �, EITHER SIDE 05`WATER $� /'t \ V.\ \ SERVICE C SING PROPOSED q -OUTLET (H-20) DISTRIBUTION BOX 0 x \ j� Quo .o�a' \\ BENCHMARK / PROPOSED 2000 GALLON 2 `�.� `'� DEC I \ TOP OF CONCRETE (H-20) SEPTIC TANK T'1'P•< (IV I BOUND; F1 - 21.04' / PvROP. �d ,' \ eAc � \ PLAN SCALE: 1"=30' ` LEGEND UNE TYPES STRUCTURES E PROPOSED UNDERGROUND O PROPOSED CLEANOUT TO GRADE ELECTRIC SERVICE C. 0. STORMWATER COLLECTION w PROPOSED 2" WATER SERVICE 8C RECHARGE SYSTEM NOTES Dpr PROPOSED DRAINAGE LINE Spr PROPOSED 4" SEWER LINE owv DESIGN IS BASED ON A 25 YEAR STORM, 1 HOUR INTENSITY USING THE RATIONAL METHOD. (SEE DESIGN SHEET) '-------22---- EXISTING SURFACE CONTOUR au t)v 1. ALL SURFACE DRAINAGE IS TO BE OVER THE PAVEMENT SURFACE 0_22- PROPOSED SURFACE CONTOUR 8c CONTAINED BY BERMS OR CURBING. PROPOSED SURFACE WATER 2. ROOF RUNOFF FROM ALL PROPOSED BUILDINGS IS TO BE CONTAINED 49*=1DIRECTION OF FLOW BY GUTTERS AND DOWNSPOUTS AND DIRECTED TO SEPARATE SUBSURFACE DRYWELLS OR STONE TRENCHES ALONG THE ROOF 21.6 DRIP LINE. PROPOSED SPOT ELEVATION X LOCUS MAP DATE East Cape Engineering. Inc. CIVIL ENGINEERS LAND SURVEYORS # 44 Route 28, Orleans, Mass. (508) 255-7120 SITE PLAN SANITARY SUBSURFACE SEWAGE DISPOSAL SYSTEM do SITE DRAINAGE LOCATION: 1265 ROUTE 28 So. YARMOUTH. MA PREPARED FOR: RIVER LANDING APARTMENTS 1265 REALTY TRUST 1 S.A.S. CONFIGURATION T.H. REVISIONS 10/24/05 2 3 Lo. Revision/Issue Date Project Sheet JOB¢# 01-200 Dote 05-18-05 1 OF 1 Scale AS NOTED