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Home My WebLink About256 Old Main Street Plan of LandSYSTEM PROFILE VENT FNDN. (NOT TO SCALE) ACCESS COVER TO GRADE iACCESS COVER (WATERTIGHT) TO GRADE 20.2' MINIMUM .75' OF COVER OVER PRECAST { 27 SLOPE REQUIRED OVER SYSTEM 21 O' j 2' DOUBLE WASHED PEASTONE I I EXIS RUN PIPE LEVEL OR GEO FABRIC EXISTING �D�FOR FIRST 2' , 3' MAX. \I- 21 GALLON SEPTIC I 18.16' TANK (H- 20 GAS 7.63' 17- j 17.80 '/� (_L.57 SLOPE) 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 (21) DEPTH OF FLOW = 4' TEE SIZES: INLET DEPTH = 0" _ OUTLET DEPTH 14" ( 7 SLOPE) FOUNDATION SEPTIC TANK 38' - SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: ELEV. 0" 20.5' FUEL STATION 75 GPD/ISLAND (MIN.=300 GPD) = 300 GPD SUPER MARKET 98 GPD/1,000 SF X 1,740 SF = 170.5 GPD 3/4" B TOTAL FLOW = 470.5 GPD USE A 550 GPD DESIGN FLOW 24" 2.5Y 6/6 SEPTIC TANK: 550 GPD (1.5*) = 825 (*1978 CODE) USE EXISTING 1,000 GAL. H-20 SEPTIC TANK 4 LEACHING: =7.0 SPACES PROVIDED: SIDES2 (12.83 + 42) 2 (.74) = 162.3 GPD 5.5' BOTTOM 12.83 x 42 (.74) = 398.8 GPD FACILIiTYG TOTAL: 538.9 S.F. 561.1 GPD USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE AT ENDS AND 4' AT SIDES MA APPROVED DATE BOARD OF HEALTH 4 ELEV. 0" 20.5' v 0 0 O FILL/A A. 3" LS 10YR /2 20.3' 3/4" B 1 1/2" DOUBLE LS STONE 24" 2.5Y 6/6 18.5' D' BOX (H-20) p 0 17.49' PAGE 231 o00o EDmmm 0000 OOC7O v 0 0 O 0000 C7oC7Orip 0000 OOOO A. o 15.49' 2' 3/4" TO 1 1/2" DOUBLE WASHED STONE RETAIL STORAGE: '7 (-L-% SLOPE) � c N � r GAS STATION 1/7 WET D£NNl B£A J a 9� 4 Sound =7.0 SPACES PROVIDED: 2 (INCLUDING 1 VAN 5.5' - 14 % Ic FACILIiTYG PROPOSED / (H-20) 42.00'X12.83 BOTTOM TH 1 EL. 10.0' NOTES 1. DATUM IS ASSUMED 2. MUNICIPAL WATER IS: AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. H-20 RATED F&C LeBARON LB268-3 H-20 OR EQUAL MANHOLE FRAME AND COVERS LABELED 'BRAIN" DRILL (2) 1"6 HOLESIN COVER ADJUSTING BLOCKS/H-20 RISER MORTAR ALL COMPONENTS (TYP.) MIRAFI 1 WN 49RIC OVER � TOP STRUCTURES 2' ABOVE INVERTS LISTED 6'-81 X 6'63" MIN. PEASTONE ' H-20 I AND MIRAFI 140NS 1000 GAL. tO FABRIC OVER STONE SHOREY OR LEACHPITEQUAL I &DOWN SIDES OF PITS PROPOSED 3/4" - 1 1/2" 1000 GALLON PRECAST DOUBLE WASHED STONE H-20 CATCH BASIN 4' MIN. AROUND PIT 6'6X6'-8" SHOPEY SOLID BASIN H-20 OR EQUAL TEST HOLE LOGS C ENGINEER: DANIEL A. OJALA, PE PERC WITNESS: PHILLIP RENAUD MS DATE: 11/17/09 PERC. RATE _ < 2 MIN/INCH 2.5Y 7/3 CLASS 1 SOILS P# 126" 10.0' N.G.W.E. NOT TO SCALE i AND N li X �- , -_•PROPOSED 3" CAL RED OAK y � / PAGE 231 DATE DANIEL A. OJALA, P.L.S. oi OFFICE: /oil ld Oo 0 91 5 4�4 Jco RETAIL: 1/210 SF (1,086 SF) =5.2 SPACES RETAIL STORAGE: '7 1/2,100 SF (556 � c N � r GAS STATION 1/7 WET D£NNl B£A J a 9� 4 Sound =7.0 SPACES PROVIDED: 2 (INCLUDING 1 VAN ACCESSIBLE HP) % Ic PROPOSED / 42.00'X12.83 ) SAS / ` POSED N N I DRAINAGE LEACH PIT N LOT AREA J I 13,800* SF -�Tr J III 25' MIN. LP -_-- OENCH MARK -CENTER OF \I.� I CATCH BASIN ELEV. = 19.8 PUMP CLEAN & FILL W/ / EXISTING \ \CLEAN SAND 2 CATCH BASIN ❑ f PA"CMENT 10 EXISTING 1,000 GAL. SEPTIC TANK O + \ ` I❑ I ® CONCRETE 9 � PROPOSED O 8 20 _ _ - I pft WHEEL STOP T ❑ ' / \ ® PROPOSED / HP VAN / ACCESSIBLE SIGN J y� DIESEL PUMP I I I MEN ❑ / / / ® 45 SF 4WOME 5 SF FILTER FABRIC BETWEEN FRAME & GRATE UNTIL SITE STABILIZED FINISHED GROUND SURFACE �I \ rH-20RISER 6" LOAM & SEED UNLESS NOTED & BRICK LEVELINGURROUNDED BY POURED IN PLACECOLLARAPPIPI /TOR126AGETO BE PLACED IN 6" LIFTS / AND COMPACTED TO 957 MODIFIED / 1 20.6' PROCTOR DENSITY BY 10 TON MIN. - VIBRATORY ROLLER.ENGINEER TO INSPECT PAVEMENT ALL SITE WORK. CLEAN SAND FILL ONLY. SECTIONAL PLATE /// Oti CONCRETE OR SOLID BOTTOM r / DOUBLE OVERHEAD LIGHT /] REFUSE BARREL / ® GAS PUMP / 20 \ /I'7 %cel PAGE 231 DATE DANIEL A. OJALA, P.L.S. LEGEND I� 0 I J �9.6 U1 . 1 f OFFfCE 56 MECy, 42 pft RETAIL 86 EXISTING BUILDING l0 STORAGE 124 SF' \ \ 2p DOUBLE OVERHEAD REFUSEBARREL GAS -PIMP J ° 1 ------ zo -_,\ qs PUMP /�Ai ,w 100. PROPOSED SPOT ELEVATION +100.0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR - 100 EXISTING CONTOUR PAtEMENT 28.29• - 55 36' LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 60 PARCEL 205 LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN ON COMMUNITY PANEL #250015 0004C DATED 6/17/1986 ZONING SUMMARY ZONING DISTRICT: RS -40 DISTRICT MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' MAX. BUILDING HEIGHT 35' MAX. BUILDING COVERAGE 257 SITE IS NOT LOCATED WITHIN A STATE ZONE II WATER PROTECTION DISTRICT OWNER OF RECORD SANTUIT TRUST 147 CRANBERRY HIGHWAY SAGAMORE, MA 02561 REFERENCES DEED BOOK 12178 PAGE 231 PARKING e Route o t Boit• OCUS oi OFFICE: /oil ld Oo 0 91 5 4�4 Jco RETAIL: 1/210 SF (1,086 SF) =5.2 SPACES RETAIL STORAGE: '7 1/2,100 SF (556 � c N � r GAS STATION 1/7 WET D£NNl B£A J a Nantucket Sound =7.0 SPACES PROVIDED: LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 60 PARCEL 205 LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN ON COMMUNITY PANEL #250015 0004C DATED 6/17/1986 ZONING SUMMARY ZONING DISTRICT: RS -40 DISTRICT MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' MAX. BUILDING HEIGHT 35' MAX. BUILDING COVERAGE 257 SITE IS NOT LOCATED WITHIN A STATE ZONE II WATER PROTECTION DISTRICT OWNER OF RECORD SANTUIT TRUST 147 CRANBERRY HIGHWAY SAGAMORE, MA 02561 REFERENCES DEED BOOK 12178 PAGE 231 PARKING oi OFFICE: /oil 1/200 SF (98 SF) =0.5 SPACES RETAIL: 1/210 SF (1,086 SF) =5.2 SPACES RETAIL STORAGE: '7 1/2,100 SF (556 SF) =0.3 SPACES GAS STATION 1/7 OCCUPANTS 1-7 = 1.0 SPACES IOIA RE UIRED: =7.0 SPACES PROVIDED: =11 SPACES C (INCLUDING 1 VAN ACCESSIBLE HP) % Ic IN -- 20 " SOUTH YARMOUTH, MA ® I PREPARED FOR I ® I I I ®1W CANAL FUEL DATE: DECEMBER 17, 2009 Scale: 1"= 10' 0 5. 10 15 20 25 FEET off 508-362-4541 fax 508-362-9880 downcope.com 00WO cape engineering, inc. civil engineers land surveyors 939 Mcin Street ( Rte 6A) YARMOUTHPORT MA 02675 DCE #09-254 09-254 ALBEE.DWG