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Home My WebLink AboutDecision 4241 - Site Plan (Revised)MAXIMUM FEASIBLE COMPLIANCE_ APPROVALS REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 6' (4' MIN. PROVIDED). VARY LEACHING TO DWELLING BY 6'-2"(13'-10"PROVIDED). VARY TANKS TO LOT LINE BY UP TO 4' (6' MIN. PROVIDED). VARY TANK TO DWELLING BY 4' (6' PROVIDED). 310 CMR 15.211 (1). 2. NO RESERVE AREAS ARE PROVIDED. 310 CMR 15.248. 3. VARY LEACHING TO WETLAND BY UP TO 30' (70' MIN. PROVIDED). LOCAL REG. 4. VARY 5' REMOVAL BY UP TO 3.5' WHERE NEEDED, AS SHOWN. 310CMR 15.255 (5) 5. REDUCE COVER OVER SEPTIC TANKS BY 3" (6" PROVIDED). 310CMR 15.228 (1) 5.77 NOTE: UNDERGROUND ELECTRIC LINES SERVE / LOCUS AND HOUSE NO. 21. MARK BOTH SERVICES PRIOR TO CONSTRUCTION, AS REROUTING OF /<71 SERVICE MAY BE NEEDED. EDGE DIG SAFE --BOTH GAS AND UNDERGROUND ELECTRIC LINES NOT SHOWN. LOT COVERAGE 1ST FLOOR (EXISTING FOOTPRINT)= 1565±S.F. Q 2ND FOOR (DECKS)= 80±S.F. W 6.03 PROPOSED TOTAL AREA= 1645tS.F. a % COVERAGE= 1 645/6620=24.85% a N /F Z ROBBINS-MARA \ ..676 7.09 =�G�'F OF / REMOVE 5 FLOWDIFFUSORS AND CLOGGED STONE REPLACE WITH CLEAN p SAND &"T SCALED FLOOD Z01 FLOOD ZONE V15 4' DEEP IMPERVIOUS BARRIER** 90 L.F. OF 40 MIL POLYETHYLENE (MILLER BREAKOUT**) TOP BARRIER=TOP UNIT=7.71,GRADE ABOVE BARRIER=8.4 MIN. ** BARRIER IS STIFF & OBTAINABLE FROM MILLER ENVIRONMENTAL 508-697-3710. N /F ROBBINS-MARA ! '7 r O � � PROPC FENCE CONIC. BOUND FND. do HELD TH 1 TEST HOLE LOCATION, NUMBER -W- WATER UNE LOCATION FROM ASBUILT 9.5 x 7,3 EXIST. & PROP. ELEV. ('X' MARKS POINT) �6 EXISTING CONTOUR -mss- PROP. CONTOUR (8' CONTOUR NOT SHOWN ON PROP. WALL) 0 UTILITY POLE (IF SHOWN) G- GAS MARKINGS (NOT ALL SHOWN) - x - FENCE (IF SHOWN NOT ALL SHOWN) .18 REMOVE OR CRUSH _ EXISTING TANKo 6.98 /zs7,61 99 6'-6" 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) SYSTEM B 0 BENCH MARK --TOP N.W. CORN. TEST HOLE DATE: August 20, 2003 23" CONCRETE BOUND= 7.02 NGVD29 PERFORMED BY: Ron Cadillac, Soil Evaluator (20" OFF END PENCE-DONN 3") WITNESSED BY: Lynn McCortin RS 27" -0. /y SYSTEM A --UNIT 25 12.0 Min. \ Exist. Slab=7.4 Deo'' - Prop. Top Block .. V :_:;, Prop. Top crawl=7.4 Fill Exist. Crawl to EI. 7.4 Invert 8.15 \ CONC. BOUND Pro osed ZENo. &HELD \ REPLUMB H-10 106�- :S.F O 7' h 1 7 y x8 9 5.84 X7 �\V\ �ya a 4 SYSTEM A 4.89 \v DOUBLE SLEEVE NEW SEWER & WATER WITHIN 10 FEET OF EACH OTHER. PROPOSED 8' CONTOUR FOLLOWS FACE WALL (NOT SHOWN) 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. I0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 2/24/09 --REVISE TOP FOUNDATION, SEPTIC, LANDSCAPE WALLS, MONITOR WELL, BENCHMARKS. REV. 9/02/08 --PROPOSED FOOTPRINT, LOT COVERAGE, OFFSETS & DRIVEWAY DIMENSIONS 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 S=1 /8"/ft+ ro 76. Proposed S> Oz 5.29 1500 Gal. ns, I Invert 7.90 Septic Tank 3' DEEP IMPERVIOUS I Proposed BARRIER** 98 L.F. OF / 40 MIL POLYETHYLENE I Bottom 3jl (MILLER BREAKOUT**) I proposed OP BARRIER=TOP 2 UNIT=7.71,GRADE I 6" Stone or compact ABOVE BARRIER=8.4 MIN. I II P IS STIFF & OBTAIINABLE FROM I MILLER ENVIRONMENTAL 508-697-3710. DESIGN DATA DOUBLE SLEEVE WITHIN 10' OF WATER SERVICE BENCH MARK --TOP MAG. NAIL SET IN PAVEMENT=5.27 NGV029 (26.0' OFF JOG CORNER HOUSE ON RANGE LINE) PERC RATE: NOTES JOB N0. Y08-14 NOT TO e"o Carver coarse sand 37" Morrison5.dwg SCALE kh-0 1. LOCUS IS A.M. 16, PARCEL 37. Invert 7.65 23.5' X 12' X 3" DEEP SAND BED m 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP=6.08 NGVD. Gas Baffle Proposed Invert 7.40 Use 10" Min. Cover 3. LOCUS IS IN FLOOD ZONE Al2 (EL12) & V15(EL13) ON FIRM DATED JULY 2, 1992. Proposed Over Leaching 1< 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" PER FOOT. (UNLESS NOTED) S=1/8^/ft Cloth---- 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. h D 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. �� 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". B. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Ao 5 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. Z `� Lewls COVERS: BUILD UP COVERS --2 ON D-BOXS, 1 ON EACH LEACH AREA. \ del goy 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 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) SYSTEM B 0 BENCH MARK --TOP N.W. CORN. TEST HOLE DATE: August 20, 2003 23" CONCRETE BOUND= 7.02 NGVD29 PERFORMED BY: Ron Cadillac, Soil Evaluator (20" OFF END PENCE-DONN 3") WITNESSED BY: Lynn McCortin RS 27" -0. /y SYSTEM A --UNIT 25 12.0 Min. \ Exist. Slab=7.4 Deo'' - Prop. Top Block .. V :_:;, Prop. Top crawl=7.4 Fill Exist. Crawl to EI. 7.4 Invert 8.15 \ CONC. BOUND Pro osed ZENo. &HELD \ REPLUMB H-10 106�- :S.F O 7' h 1 7 y x8 9 5.84 X7 �\V\ �ya a 4 SYSTEM A 4.89 \v DOUBLE SLEEVE NEW SEWER & WATER WITHIN 10 FEET OF EACH OTHER. PROPOSED 8' CONTOUR FOLLOWS FACE WALL (NOT SHOWN) 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. I0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 2/24/09 --REVISE TOP FOUNDATION, SEPTIC, LANDSCAPE WALLS, MONITOR WELL, BENCHMARKS. REV. 9/02/08 --PROPOSED FOOTPRINT, LOT COVERAGE, OFFSETS & DRIVEWAY DIMENSIONS 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 S=1 /8"/ft+ ro 76. Proposed S> Oz 5.29 1500 Gal. ns, I Invert 7.90 Septic Tank 3' DEEP IMPERVIOUS I Proposed BARRIER** 98 L.F. OF / 40 MIL POLYETHYLENE I Bottom 3jl (MILLER BREAKOUT**) I proposed OP BARRIER=TOP 2 UNIT=7.71,GRADE I 6" Stone or compact ABOVE BARRIER=8.4 MIN. I II P IS STIFF & OBTAIINABLE FROM I MILLER ENVIRONMENTAL 508-697-3710. DESIGN DATA DOUBLE SLEEVE WITHIN 10' OF WATER SERVICE BENCH MARK --TOP MAG. NAIL SET IN PAVEMENT=5.27 NGV029 (26.0' OFF JOG CORNER HOUSE ON RANGE LINE) PERC RATE: <2'-00"/inch (C layer) SOIL SURVEY(1993): Carver coarse sand 37" GEOLOGIC MAP(1986): Harwich outwash plain deposits 2 CULTEC C-4 UNITS d Invert 7.65 23.5' X 12' X 3" DEEP SAND BED CL (See Detail) Gas Baffle Proposed Invert 7.40 Use 10" Min. Cover Proposed Over Leaching 7.710 Filter /8.55 min. 71" S=1/8^/ft Cloth---- S=1/8"/ft \\ \ ---- �3„ 108" nvert 7.57 ( Invert 7.25 \ /.0 Proposed Je Bottom Proposed Level r- 5' I I N I 15- I 2. M1.96=High Monitoring Well m 0.6' i reading 2/09/09 (Full Moon) TH1--Observed Water=1.4 ELEV.(feet) NOVD291 7.3 Fill A layer 10yr 3/3 sandy loam B layer 10yr 5/8 loamy sand C layer 2.5y 6/3 loamy sand observed water BEDROOMS: 2 GARBAGE GRINDER: No LEACH AREA REQUIRED CAPACITY: 220 GPD USE 2 C-4 UNITS WITH 4' OF STONE ON SIDES AND SEPTIC TANK: 1500 GAL. 3'-9" ON ENDS FOR A 23.5' X 12' X 3" DEEP LEACH BOTTOM LEACHING AREA: 282 SF AREA, AS SHOWN. RUN PERFORATED PIPE DOWN CENTER [(23.5' X 12')] OF C-4 UNITS BETWEEN HUMPS. CAPE PIPE ENDS. SIDE LEACHING AREA: 17.75 SF BRING STONE TO TOP OF C-4 UNITS & BETWEEN HUMPS [2(23.5 + 12) x 0.251 & COVER WITH FILTER CLOTH. DESIGN CAPACITY. 221.8 GPD VARIABLE REMOVAL WITH BARRIER [(282 SF + 17.75 sf) X .74 GPD/SF] DO ALL AROUND AND UNDER REMOVAL DOWN 37"t TO LOAMY SAND, AS SHOWN. SEE DETAILS SHEET 2. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. CADILLAC 4 35779 , HEALTH AGENT APPROVAL RECt". ` ;:D APR 1, 2 ,09 YAF2.1,1 = i H BOAR!". GFr<.PPEALS SITE PLAN FOR JAMES G. MORRISON LOT 106, 23 & 25 NEW HAMPSHIRE AVE, W. YARMOUTH, MA NOVEMBER 28, 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 C)2008 BY R.J. CADILLAC Ertl 4.2 1.4 -1.7 PAGE 1 OF 2 •.V i's P