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Home My WebLink About23 New Hampshire Ave - Site PlanMAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: DIG SAFE --BOTH GAS AND UNDERGROUND ELECTRIC LINES NOT SHOWN. NOTES 1. VARY LEACH AREA TO PROPERTY UNE BY UP TO V-10" (4'-2"' MIN. PROVIDED). COVERAGE c;1. LOCUS IS A.M. 16, PARCEL 37. VARY TANKS TO LOT LINE BY UP TO 6' (4' MIN.. PROVIDED)LOT 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC A VARY TANKS TO DWELLING BY UP TO 2' (8' MIN. PROVIDED) 3. MOST OF LOCUS IS IN FLOOD'ZONF Al2 (EL10) ON FIF 310 CMR 15.211 (1).1ST FLOOR (EXISTING FOOTPRINT)= 1565±S'.F. _4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" 1 2. NO RESERVE .AREA IS PROVIDED. 310 CMR 15.248. 1ST 5. MUNICIPAL WATER t5 AVAILABLE. LOTS WITHIN 100' A'. 3. VARY LEACH TO WETLAND BY UP TO 30' (70' MIN. PROVIDED). 2ND FOOR (OVERHANGS- AND DECK)= 90tS.F. LOCAL REG. w 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. Of 4. VARY 5' REMOVAL BY UP TO 3' WHERE NEEDED, AS SHOWN.(2' MIN. PROVIDED). PROPOSED TOTAL AREA= 1655±S.F. 7. INLET TEE 70 PROJECT DOWN 13", OUTLET TEE DOWN 310CMR 15,255 (5) 7.08 I. 0 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR .EQU 5. VARY 1' TO GROUND WATER 310 CMR 15.212. (4' PROVIDED). % COVERAGE=1655/6620=25.0% M D BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 6. LESS THAN 1' FROM PUMP CHAMBER INVERTS TO GROUNDWATER. i 9. DEPTH. OF COMPONENTS NOT TO EXCEED 3', OR VENTII 310 CMR 15.405 (1) (j) --SYSTEMA COVERS: BUILD UP COVERS -2 ON TANK, 2 ON D -BC 6.76 +s N /F Z 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 7 8 1 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE ROBBINS-MARA CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. NOTE: UNDERGROUND ELECTRIC LINES SERVE /70 ...7.75 Otio 12. IF AN'OVERDIG IS CALLED FOR BELOW, FILL MATERIAL IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICAI PRIOR TO CONSTRUCT10N,1AS REROULOCUS AND HOUSE NO. MARK OTINGTH SOFE� 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE P SERVICE MAY BE NEEDED. REMOVE OR CRUSH _ LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEAL / EXISTING TANK 7.97 y ' 8,60 14. ALL CONSTRUCTION TO MEET TITLE,5 AND LOCAL REGI / SYSTEM A 0 BENCH MARK -TOP REAR CENTER BENCH MARK --TOP N.W. CORN. TEST HOLE DATE: aP/6'70 SEPTIC • TANK =7.40 NGVD29 7.98 0 6•_3- CONCRETE BOUND=7.03 NGVD29 PERFORMED BY: G 110 -IAT END OF FRONT FENCE --DOWN 3') W17NESSED BY - REMOVE 5 FLOWDIFFUSORS AND CLOGGED STONE / REPLACE WITH CLEAN, 9 /7.4 SAND \/.79 NSF PROP. 7.2 ROBBINS-MARA FENCE l ryJryA� :..24• �g� O4 EDGE PROPOSED DRIVE 18' WIDE 3` DEEP IMPERVIOUS ' BARRIER** 90 L.F. OF 40 MIL POLYETHYLENE /y (MILLER BREAKOUT**) TOP BARRIER=TOP UNIT=7.21,GRADE ABOVE BARRIER=8.0 MIN. ** BARRIER IS STIFF & OBTAINABLE FROM PROPC MILLER ENVIRONMENTAL FENCE 508-697-3710. MONOLITHIC 1000 GALLON H---10 PUMP CHAMBER W/ WATERPROOFING 3/8" WEEP/VENT HOLES ,.2" PVC In 67. CONC. BOUND END. & HELD Alarm < Disconnect/ Valves -0.54 6" STONE UNDER Bottom MAKE FACTORY WATER -TIGHT LEGEND ,} TH I. TEST HOLE LOCATION, NUMBER -W- WATER-LINELDCATION.FROM-ASBUILT 9.5 x 7,3 EXIST. & PROP. ELEV. ('X' MARKS POINT) -6-� EXISTING CONTOUR _gam- PROPOSED CONTOURS p UTILITY POLE (IF SHOWN) -G- GAS MARKINGS (NOT ALL SHOWN) - x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 7/15/08 --PROPOSED FOOTPRINT, LOT COVERAGE & OFFSETS REV. 6/18/08--2 SEPTIC SYSTEMS & NEW OWNER REV. 5/30/08 --BUOYANCY CALC'S; TANKS, INSPECTION SCHEDULE REV. .5/29/08--C-4 UNITS REV. 5/23/08 --PRESBY SYSTEM / NZ Zc ..." x.22 F• �C 3-. nom, SYSTEM A --UNIT 23 � _3• Invert 4.35 Existing PVC ....... CONC: -BOUND 8 END. &HED H-10 --1 S=1/8"/ft FERC RATE: SOIL SURVEY(199: GEOLOGIC MAP(19 Use 8a: Existing see dC x628 I Invert 4.26 Monolithic �. ' P S �o �6 Septic Tankp3' DEEP IMPERVIOUS I Proposed W/WaterproofingC 4q BARRIER** 42 L.F. OF _ San 40 MIL POLYETHYLENE IBottom -0.2 Tee 640 r (MILLER BREAKOUT**) I Pro osed FILE COPY JOB NO. Y08-14 I8 BOAT RAMP. DATED JULY 2, 1992.' R FOOT (UNLESS NOTED) ON TOWN WATER. NOT Took N ealth Dep videdLocus rD - is within 300' APPROV SCALESCALE a�a �\\ o-- Z Lewis 3 1 ON LEACHING � o Y � � Ba ID )IL LOG ARE FOUND, LOCATION MAP DR 5' AROUND AND UNDER 'LEACHING INS OF 310 CMR 15.255(3). '30, IN TEST HOLE 1 D d'• ��- .ATIONS. DEPTH (inches) ELEV.(feet) NGVD29 GARBAGE GRINDER: No 0 8.27 L FLOW N ealth Dep videdLocus rD - is within 300' APPROV F 3 MUST BE PROVIDED. �\\ o-- Z Lewis 3 1 ON LEACHING � o Y � � Ba MIN. 1/8 TO 1/2" PEA STONE ON TOP. )IL LOG ARE FOUND, LOCATION MAP DR 5' AROUND AND UNDER 'LEACHING INS OF 310 CMR 15.255(3). Y CLOGGED SOIL, BLOCK, AND STONE IN TEST HOLE 1 I AGENT. d'• ��- .ATIONS. DEPTH (inches) ELEV.(feet) NGVD29 GARBAGE GRINDER: No 0 8.27 Fill August 20, 2003 23" -A-1-aye-r-1 Ron Cadillac, Soil Evaluator 0yr 3 3 Lynn McCartin, RS 27", sandy loam G2'-00"/inch (C layer) B layer 'TOyr 5/8 Carver coarse sandloamy sand 37" Harwich outwash plain deposits 5.2 SIDE LEACHING AREA: 17.8 SF LOAMY SAND, AS SHOWN. SEE DETAILS SHEET 2. 4 CULTEC.0-4 UNITSm C layer 2.5y 6/3 24' X 12' x 3" DEEP $AND BEDS a (See Detail) loamy sand Invert 6.80 Use 12 Cover Propoxd with 7.21 Flow Equilizera op Units 1 Filter Cloth 71" observed water 2.35 4" Inspection S=1/8"/ft _LPort ---- 3° - - �( TOP BARRIER=TOP P Invert 6.97 In 6:75 6.41 UNIT=7.21,GRADE I 6" Stone l or compact IPropl sed I P o ose �, 1 4 ABOVE BARRIER=8.0 MIN. I P ** BARRIER L STIFF 4- ( I _ 1 & OBTAINABLE FROM �-9,� r6,1 721 f I T 1061 ��ti V N ealth Dep videdLocus rD - is within 300' APPROV R 508MILL- 697 ENVIR ENTAL 3710. D,,, 20!SFC . 8. 9 / • 6.49 DESIGN DATA LEACH AREA Irate USE _ 2 C-4 UNITS WITH V OF STONE ALL AROU BEDROOMS: 2 d'• ��- A 24' X 12' X 3" DEEP LEACH AREA, MINUS GARBAGE GRINDER: No 1' X 17" TRIANGLE, AS SHOWN. RUN PERFOR- ATED REQUIRED CAPACITY: 220 GPD SEPTIC TANK: 1500 GAL. e� F CAPE END., BRING STONE TO TOP OF C-4 BOTTOM LEACHING AREA: 287.3 SF s o°e [(24' X 12')] 1'/2 X 1,42 Ae 6,8 �o 13 SIDE LEACHING AREA: 17.8 SF LOAMY SAND, AS SHOWN. SEE DETAILS SHEET 2. [(71.3' PERIMETER) x 0.25] WEIGHT OF EMPTY SEPTIC TANK AND 33" OF COVER DESIGN CAPACITY: 225 GPD SYSTEM B TANK= 5.635 TON (PER SHOREY) DOUBLE SLEEVE WITHIN 10' OF [(287.3 SF + 17.8 sf) X .74 GPD/SF] -z" / WATER SERVICE PUMP CHAMBER STORAGE CAPACITY. 220 GAL. ` TOTAL- 5.635 TON + 9.35 TON = 14.99 TON DOSES PER DAY: 2 588 \�\ V WEIGHT OF WATER --HIGH GROUNDWATER DOWN ALARM & PUMP NOTES (3.0 -0.24) X 6.08' X 10.17' X 0.0312 TON/CU. FT. 1. ALARM To BE WIRED BY ELECTRICIAN ON BUOYANCY CALLS -MONOLITHIC PUMP CHAMBER - ANK AND 33" COVER ARE HEAVIER BY 8.7 TON. SEPARATE CIRCUIT FROM PUMP. WEIGHT OF EMPTY CHAMBER AND 36" OF COVER -' DOUBLE SLEEVE NEW SEWER &WATER WITHIN 2. ELECTRICAL WORK TO BE INSPECTED BY CHAMBER= 4.15 TON (PER SHOREY) G. MORRISON 10 FEET OF EACH OTHER. WIRING INSPECTOR. 3. ALARM TO BE LOCATED IN HOUSE. 36" COVER= 3' X 5.42' X 8.25' X 0.055 TON/CU. FT. 5. USE 2 MEYER ME3H, 3/10 HP PUMPS, OR 36" COVER=7.38 TON SPECIAL ORDER PUMP CHAMBER EQUIVALENT TOTAL= 4.15 TON + 7.38 TON=11.53 TON SYSTEM A 6. TO PROVIDE FOR EASY AND SAFE WEIGHT OF WATER --HIGH GROUNDWATER DOWN MAINTENANCE OF PUMP: (3.0 -(-0.54)') X 5.42' X 8.25' X 0.034.2 TON/CU. FT. USE CAST IN PLACE RUBBER -PROA UNION/DISCONNECT IN 2" PVC WEIGHT WATER=4:94 TON BOOTS AND WATERPROOF. LINE AT TOP -PUMP -CHAMBER SO :PUMP TANK AND 24" COVER. ARE HEAVIER BY 6.6 TON. CAN BE REMOVED FROM TOP OF TAW. RAISE PLUMBING --SYSTEM A IF PLUMBING CAN BE RAISED 12" OR MORE, THE ABOVE SPECIALTANKORDER-CAN BE ELIMINATED. _INSPECTION SCHEDULE BOTH SYSTEMS 1. HAVE R.J. CADILLAC STAKE WALL LOCATION. 2 CALL R.J. CADILLAC TO INSPECT REMOVAL PRIOR TO PLACING STONE. 3. CALL R.J. CADILLAC FOR FINAL INSPECTION. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT -APPROVAL DATE 1'e L -i1, valid for REPAIR OF S 6.5 ;ONLY, due to State and Local Level Bottom Board of Health review and app C-4 Units 'for any future additions/renovati i sewage facilities and/or structures, 4 015' Ad' stment Pro- Yarmouth It SYSTEM variances. is required lerations to i LOT 106, 23 & 25 NEIN HAMPSHIRE AVE, W. YARMOUTH, MA NOVEMBER 8, 2003 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, 'MA 02673 (508) 775-9700 BY R.J. CADILLAC PAGE 1 OF 2 FILE COPY N ealth Dep videdLocus rD - is within 300' APPROV tmg / . of coast D,,, Observed Water=2.35 LEACH AREA Irate USE _ 2 C-4 UNITS WITH V OF STONE ALL AROU Date � FOR A 24' X 12' X 3" DEEP LEACH AREA, MINUS A 1' X 17" TRIANGLE, AS SHOWN. RUN PERFOR- ATED PIPE DOWN CENTER OF C-4 UNITS BETWEEN HMPS. CAPE END., BRING STONE TO TOP OF C-4 UMTS AND COVER WITH FILTER CLOTH. 2.5' MIN. REMOVAL WITH BARRIER DO ALL AROUND AND UNDER REMOVAL DOWN 37"f T LOAMY SAND, AS SHOWN. SEE DETAILS SHEET 2. BUOYANCY CACS MONOLITHIC 1500 GAL. H-10 WEIGHT OF EMPTY SEPTIC TANK AND 33" OF COVER TANK= 5.635 TON (PER SHOREY) 33" COVER=2.75' X 6.08' X 10.17' X 0.055 TON/CU. FT. 33" COVER=9.35 TON TOTAL- 5.635 TON + 9.35 TON = 14.99 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN (3.0 -0.24) X 6.08' X 10.17' X 0.0312 TON/CU. FT. WEIGHT WATER= 6.25 TON ANK AND 33" COVER ARE HEAVIER BY 8.7 TON. SITE PLAN FOR G. MORRISON LOT 106, 23 & 25 NEIN HAMPSHIRE AVE, W. YARMOUTH, MA NOVEMBER 8, 2003 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, 'MA 02673 (508) 775-9700 BY R.J. CADILLAC PAGE 1 OF 2 FILE COPY