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Home My WebLink About23 New Hampshire Ave - Site Plan 3MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED DIG SAFE --BOTH GAS AND UNDERGROUND ELECTRIC LINES NOT SHOWN. 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO ROVID (4'-2"' MIN. PROVIDED). VARY TANKS TO LOT LINE BY UP TO 6' (4' MIN. PROVIDED) 37" r COVERAGE. Harwich outwash plain deposits UNITE VARY TANKS TO DWELLING BY UP TO 2' (8' MIN. PROVIDED) BAR,GRADE ABOVE BARR1172=8.0 MIN..' LOCUS IS A.M. 16, PARCEL 37. y t t 00 �. � ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT 310 CMR 15.211 (1). 1ST FLOOR (EXISTING FOOTPRINT)= 1565±S.F. 508-697-3710. MOST OF LOCUS IS IN FLOOD ZONE Al2 (ELIO) ON FIRM 2. 3. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248. VARY LEACH TO WETLAND BY UP TO 30' (70' MIN. PROVIDED). / 2ND FOOR (OVERHANGS AND DECK)= 90±S.F. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" PE a 4. LOCAL REG. VARY 5' REMOVAL BY UP TO 3' WHERE NEEDED, AS SHOWN.(2' MIN. PROVIDED). PROPOSED TOTAL AREA= 1655±S.F. - W 5. 310CMR 15.255 (5) VARY V TO GROUND WATER 310 CMR 15.212. (4' PROVIDED). 7,02 % COVERAGE=1655/6620=25.0% - 7. 6. LESS THAN 1' FROM PUMP CHAMBER INVERTS TO GROUNDWATER/ ro P •� 8. _ FLOW 370 CMR 15.405 (7) (j) --SYSTEM A 6.76 �s� D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. TOTAL= 5.635 TON + 9.35 TON =' 14.99 TON 9. N />•F MUST BE PROVIDED. Z LINEAT TOP PUMP CHAMBER SO PUMP / - .7 s�j, ROBBINS--MARA Bay 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" 70 7, 5 O 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE S NOTE: UNDERGROUND ELECTRIC LINES SERVE /-"6 , = / CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC: LOCUS AND HOUSE NO. 21. MARK BOTH SERVICES 8,08 ::._cojS gip. F 5' AROUND AND UNDER LEACHING PRIOR TO CONSTRUCTION, AS REROUTING OF OF 310 CMR 15.255(3). 13. SERVICE MAY BE NEEDED. / REMOVE OR CRUSH _- CLOGGED SOIL, BLOCK, AND STONE IN TEST HOLE 1 EXISTING TANK 7.97 8.60 AGENT. 14. SYSTEM A DEPTH (inches) ELEV.(feet) NGVD2! FLS 70 BENCH MARK -TOP REAR CENTER '6 `v BENC ftp'/ SEPTIC TANK =7.40 NGVD29 7.93 V-3" CON( X0 AT nnr % REMOVE 5 FLOWDIFFUSORS 6.19 v6.79 EDGE PROPOSED DRIVE 18' WIDE SCALED FLOOD ZONE '%L 1 FLOOD ZONE_'-: AND CLOGGED STONE REPLACE WITH CLEAN SAND N /F PROP. - ROBBINS-MARA FENCE 3" DEEP IMPERVIOUS BARRIER** 90 L.F.. OF ,� ,�x -� 40 MIL POLYETHYLENE JOB NO. YDB-14 (MILLER BREAKOUT**) 37" TOP BARRIER=TOP Harwich outwash plain deposits UNITE SCALE BAR,GRADE ABOVE BARR1172=8.0 MIN..' LOCUS IS A.M. 16, PARCEL 37. ** BARRIER 1S STIFF 00 & OBTAINABLE FROM ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT MILLER ENVIRONMENTAL m 508-697-3710. MOST OF LOCUS IS IN FLOOD ZONE Al2 (ELIO) ON FIRM MONOLITHIC 1000 GALLON H-10 PUMP CHAMBER W/ WATERPROOFING 318-WEEP/VENT HOLES ,.2" PVC FENCE CONC. BOUND FND. &HELD Alarm On < Disconnect/ Valves -0.54 6" STONE UNDER Bottom MAKE FACTORY WATER -TIGHT O TH 1 LETEST GEND LE LOCATION, NUMBER -W- WATER UNE LOCATION FROM ASBUILT 9.5 x 7,3 EXIST. & PROP. ELEV. ('X' MARKS POINT) j-6__ EXISTING CONTOUR _g-- PROPOSED CONTOURS 0 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. 5129/08--C-4 UNITS bn. � �p0 �� • ao< SYSTEM B l A \ A \/9TH I - 6 8.31 n5` 7.4� JiY" P� 0 1 MARK --TOP N.W. CORN. TEST HOLE DATE: August 20, 2003 23" tETE BOUND=7.03 NGVD29 PERFORMED BY: Ran Cadillac, Soil Evaluator No OF FRONT FENCE --DOM Zr) WITNESSED BY- Lynn McCortin, RS 27 _ \ SYSTEM A --UNIT 23 \ Invert 4.35 \ Existing PVC CONC. BOUND �(�1 -; - 8.fND. & HELD L.. H-10 tai S=1/8"/ft PERC RATE: NOTES UNITS JOB NO. YDB-14 NOT TO ego OpWp 37" GEOLOGIC MAP(1986): Harwich outwash plain deposits Morrison2.dwg SCALE 1. LOCUS IS A.M. 16, PARCEL 37. Invert 4.01 00 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP, m 3. MOST OF LOCUS IS IN FLOOD ZONE Al2 (ELIO) ON FIRM DATED JULY 2, 1992. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" PE FOOT. (UNLESS NOTED) Flow Equilizers /T op Units 0 Filter Cloth 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. Y 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. AND 36" OF COVER o m 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 1 " ro P •� 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW 'Po, y MAINTENANCE OF PUMP: D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. TOTAL= 5.635 TON + 9.35 TON =' 14.99 TON 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. �o Lewis LINEAT TOP PUMP CHAMBER SO PUMP COVERS: BUILD UP COVERS --2 ON TANK, 2 ON D-BOXI 1 ON LEACHING Bay 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. \ 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE S IL LOG ARE FOUND, LOCATION MAP CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC: 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN TEST HOLE 1 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) NGVD2! 0 1 MARK --TOP N.W. CORN. TEST HOLE DATE: August 20, 2003 23" tETE BOUND=7.03 NGVD29 PERFORMED BY: Ran Cadillac, Soil Evaluator No OF FRONT FENCE --DOM Zr) WITNESSED BY- Lynn McCortin, RS 27 _ \ SYSTEM A --UNIT 23 \ Invert 4.35 \ Existing PVC CONC. BOUND �(�1 -; - 8.fND. & HELD L.. H-10 tai S=1/8"/ft PERC RATE: <2'-00"/inch (C layer) UNITS SOIL SURVEY(1993): Carver coarse sand 37" GEOLOGIC MAP(1986): Harwich outwash plain deposits [(287.3 SF + 17.8 sf) X .74 GPD/SF] 4 OULTEC C-4 UNITS .06 Invert 4.01 24' X 12' X 3- DEEP $AND BEDS o- Use Gas Baffle (See Detail) 2. Existing Invert 5.80 :Use 12" Cover SEWER & WATER WITHIN Proposed with 7.21 BUOYANCY CALC'S-MONOLITHIC seedetail V Flow Equilizers /T op Units 0 Filter Cloth 71" %C41 .4D7 x 6.2E I Invert J4.26JMonolithicSeptic Tank�o sO3' DEEP IMPERVIOUS I PropoW/Waterproofing �BARRIER** 42 LF. OF 40 MIL POLYETHYLENE Bottom 6.40 MILLER BREAKOUT**) I pro used OP BARRIER=TOP P Invert 6 41 UNIT=7.21,GRADE I 6" Stone or compact Propc ABOVE BARRIER=8.0 MIN:** BARRIER IS I & OBTAINABLE FROM-5--� r61 / MILLER ENVIRONMENTAL C • 6,49 508-697-3710. DESIGN DATA 1/8"/ft Tee Invert 16.75 / Pro osed I i 5' 1 1 NPI 4' 1 11 471 1 m1 I 4 I Inspection I Port 3e 6.5 4' Level Bottom C-4 Units 2.5 0.15' Adjustment Pro- vided --Locus is within 300' of coast FII A layer 1Oyr 3 3 sandy loam B layer 10yr 8/8' loamy sand C layer 2.5y 6/3 loamy sand observed water 1 e:Lul vat or AIR tr'� ONLY, due to State and Local Board or Health review and apt for any future additions/renovat. sewage facilities and/or structures 8.27 5.2 2.35 BEDROOMS: 2 GARBAGE GRINDER: No LEACH AREA N me \`J\ REQUIRED CAPACITY: 220 GPD US 2 C-4 UNITS WITH 4' OF STONE ALL AROUND SEPTIC TANK: 1500 GAL. FOI A 24' X 12' X 3" DEEP LEACH AREA, MINUS BOTTOM LEACHING AREA: 287.3 SF A 1 X 17" TRIANGLE, AS SHOWN. RUN PERFOR- U24' X 12')] = 1'/2 X 1.42 APIPE DOWN CENTER OF C-4 UNITS BETWEEN SIDE LEACHING AREA: 17.8 SF HUMPS CAPE END B N DOUBLE SLEEVE WITHIN 90' OF WATER SERVICE S'88 UNITS ALARM & PUMP NOTES ` 225 GPD 1. REARM TO BE WIRED ELECTRICIAN ON [(287.3 SF + 17.8 sf) X .74 GPD/SF] SEPARATE CIRCUIT FROM PUMP. DO SLEEVE. \«\\� DOUBLE NEW 2. ELECTRICAL WORK TO BE INSPECTED BY SEWER & WATER WITHIN WIRING INSPECTOR. BUOYANCY CALC'S-MONOLITHIC 10 FEET OF EACH OTHER. 3. ALARM TO BE LOCATED IN HOUSE - 5. USE 2 MEYER.ME3H,- 3/10 HP PUMPS,OR SPECIAL ORDER PUMP CHAMBER AND 36" OF COVER TANK= EQUIVALENT. SYSTEM A SHOREY) 6.- TO PROVIDE. FOR EASY AND SAFE 36" COVER= 3' X 5.42' X 8.25' X 0.055 TON/CU. FT. MAINTENANCE OF PUMP: USE CAST IN PLACE RUBBER- TOTAL= 5.635 TON + 9.35 TON =' 14.99 TON -PROVIDE UNION/DISCONNECT IN 2" PVC BOOTS AND WATERPROOF . IGHT OF WATER --HIGH GROUNDWATER DOWN WEIGHT OF WATER --HIGH GROUNDWATER DOWN LINEAT TOP PUMP CHAMBER SO PUMP (3.0 -(-0.54)') X 5.42' X 8.25' X 0.0312 TON/CU. FT.IGHT WATER= 6.25 TON NK CAN BE REMOVED FROM TOP OF TANK. RAISE PLUMBING --SYSTEM A IF PLUMBING CAN BE RAISED 12" OR MORE, THE ABOVE SPECIAL TANKORDER -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. Yarmouth Health Dep APPROVI [(71.3' PERIMETER) x 0:251 UNITS RI G STONE TO TOP OF C-4 AND COVER WITH FILTER CLOTH. DESIGN CAPACITY: 225 GPD 2.5' MIN, REMOVAL WITH BARRIER [(287.3 SF + 17.8 sf) X .74 GPD/SF] PUMP CHAMBER STORAGE CAPACITY. 220 GAL. DO ALL AROUND AND UNDER REMOVAL DOWN 37"t DOSES PER DAY: 2 TO LOAMY SAND, AS SHOWN. SEE DETAILS SHEET 2. BUOYANCY CAL'S MONOLITHIC 1500 GAL. H-10 BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER W'EIGHT OF EMPTY SEPTIC TANK AND 33" OF COVER WEIGHT OF EMPTY CHAMBER AND 36" OF COVER TANK= 5.635 TON (PER SHOR€Y) CHAMBER= 4.15 TON (PER SHOREY) 3" COVER=2.75' X 6.08' X 10.17' X 0.055 TON/CU. FT. 36" COVER= 3' X 5.42' X 8.25' X 0.055 TON/CU. FT. 3" COVER=9.35 TON 36" COVER=7.38 TON TOTAL= 5.635 TON + 9.35 TON =' 14.99 TON TOTAL= 4.15 TON + 7.38 TON=11.53 TON IGHT OF WATER --HIGH GROUNDWATER DOWN WEIGHT OF WATER --HIGH GROUNDWATER DOWN (.0 -0.24) X 6.08' X 10.17' X 0.0312 TON/CU. FT. (3.0 -(-0.54)') X 5.42' X 8.25' X 0.0312 TON/CU. FT.IGHT WATER= 6.25 TON NK WEIGHT WATER=4.94 TON T AND 33" COVER ARE HEAVIER BY 8.7 TON. TANK AND 24" COVER ARE HEAVIER BY 6.6 TON. THIS PLAN 1S A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. 6 HEALTH AGENT APPROVAL SITE PLAN _FOR JAMES G. MORRISON LOT 106, 23 & 25 NEW HAMPSHIRE AVE, W. YARMOUTH, MA NOVEMBER 28, 2003 SCALE: 1"=201 RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 2008 BY R.J. CADILLAC PAGE 1 OF 2 FIC SYSTEM )tic variances. at is required [alterations to elling. nent )2.5l!�41ze4 0