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Home My WebLink About23 New Hampshire Ave - Site Plan 7MAXIMUM 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 571 SERVICE MAY BE NEEDED. \/5 80 EDGE D 71 DIG SAFE --BOTH GAS AND UNDERGROUND ELECTRIC LINES NOT SHOWN. LOT COVERAGE 1ST FLOOR (EXISTING FOOTPRINT)= 1565±S.F. 2ND FOOR (DECKS)- 80±S.F. w 6.03 PROPOSED TOTAL AREA- S.F. a COVERAGE=1645/66 x �S N /F z ROBBINS-MARA \-E=' -6.767.09�7SF REMOVE OR CRUSH EXISTING TANK // � 699 7.61 i SYSTEM B / REMOVE 5 FLOWDIFFUSORS AND CLOGGED STONE REPLACE WITH CLEAN SAND DRIVE SCALED FLOOD ZOI FLOOD ZONE V75 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 O�o�y,�ry0��000 ``'aFP'; :. .18 NOTES JOB NO. Y08-14 1. LOCUS IS A.M. 16, PARCEL 37. Morrison5.dwg 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP=6.08 NGVD. 3. LOCUS IS IN FLOOD ZONE Al2 (EL12) & V15(EL13) ON FIRM DATED JULY 2, 1992. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS --2 ON D-BOXS, 1 ON EACH LEACH AREA. 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 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 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. NOT TO 'Oo 1y,5 SCALE 141 Invert 7.25 �j' proposed I Level 4 Unitsom 99 z <2'-00"/inch (C layer) WALL LOCATION. CONCRETE BOUND=7.02 NGVD29 ID 0 UTILITY POLE (IF SHOWN) REMOVAL PRIOR TO PLACING STONE. PROPOSED > FENCE (20' OFF END FENCE -DOWN 3") CONC. BOUND FND. & HELD O�o�y,�ry0��000 ``'aFP'; :. .18 NOTES JOB NO. Y08-14 1. LOCUS IS A.M. 16, PARCEL 37. Morrison5.dwg 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP=6.08 NGVD. 3. LOCUS IS IN FLOOD ZONE Al2 (EL12) & V15(EL13) ON FIRM DATED JULY 2, 1992. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS --2 ON D-BOXS, 1 ON EACH LEACH AREA. 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 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 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. NOT TO 'Oo -W- WATER LINE LOCATION FROM ASBUILT SCALE dso Invert 7.25 �j' proposed I Level 4 Unitsom 99 s' -s" <2'-00"/inch (C layer) WALL LOCATION. CONCRETE BOUND=7.02 NGVD29 ID 0 UTILITY POLE (IF SHOWN) REMOVAL PRIOR TO PLACING STONE. -G- GAS MARKINGS (NOT ALL SHOWN) 3. CALL R.J. CADILLAC FOR FINAL (20' OFF END FENCE -DOWN 3") INSPECTION. - x - FENCE (IF SHOWN, NOT ALL SHOWN) �� D m 01 REV. 5/01/09 --MONITORING WELL GRAPH, WALL HEIGHTS N MONITOR WELL, BENCHMARKS. SYSTEM A --UNIT \ 7 C \Bay LOCATION MAP TEST HOLE 1 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) NGVE v 0 -W- WATER LINE LOCATION FROM ASBUILT INSPECTION SCHEDULE BOTH SYSTEMS BENCH MARK --TOP N.W. CORN. Invert 7.25 �j' proposed I Level 4 Unitsom 99 s' -s" <2'-00"/inch (C layer) WALL LOCATION. CONCRETE BOUND=7.02 NGVD29 2. CALL R.J. CADILLAC TO INSPECT 0 UTILITY POLE (IF SHOWN) REMOVAL PRIOR TO PLACING STONE. -G- GAS MARKINGS (NOT ALL SHOWN) 3. CALL R.J. CADILLAC FOR FINAL (20' OFF END FENCE -DOWN 3") INSPECTION. - x - FENCE (IF SHOWN, NOT ALL SHOWN) GPD/SF] 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 5/01/09 --MONITORING WELL GRAPH, WALL HEIGHTS REV. 2/24/09 --REVISE TOP FOUNDATION, SEPTIC, LANDSCAPE WALLS, MONITOR WELL, BENCHMARKS. SYSTEM A --UNIT 25 ..... REV. 5/30/08 --BUOYANCY CALC'S, TANKS, INSPECTION SCHEDULE REV. 5/29/08--C-4 UNITS REV. 5/23/08 --PRESBY SYSTEM Min. =.� - Exist. Slab=7.4 prop. Top Block Prop. To� crawl=7.4 .Pro Fill Exist. ravel to EI. 7.4 Invert 5.15 CONC. TEND. BOUND Proposed & HE1D REPLUMB H-10 ,...... . ro 76 H� 0. Proposed 1500 Gal. 5.29 I Invert 7.90 Septic Tank 3 DEEP IMPERVIOUS I Proposed G'� O BARRIER** 98 L.F. OF \ T 1 40 MIL POLYETHYLENE I Bottom 3.3 ,s 5.41 l' (MILLER BREAKOUT** 9� `C\/� r T ) Proposed I ` OBARRIEF2=TOP � 542 `v\ UNIT=7.71,GRADE I 6" Stone Or corn ABOVE BARRIER=8.4 MIN. 1 7.32 ** BARRIER FF & OBTAINABLE FROM <� oe• MILLER ENVIRONMENTAL /� / 508-697-3710. DESIGN DATA Lim SEWER & WATER WITHIN 10 FEET OF EACH OTHER. PROPOSED 8' CONTOUR FOLLOWS FACE WALL (NOT SHOWN) LEGEND 10 TH 1 TEST HOLE LOCATION, NUMBER 0 -W- WATER LINE LOCATION FROM ASBUILT INSPECTION SCHEDULE BOTH SYSTEMS 9.5 x 7,3 EXIST. & PROP. ELEV. ('X' MARKS POINT) Invert 7.25 �j' proposed I Level 4 Unitsom �6-` EXISTING CONTOUR 1. HAVE R.J. CADILLAC STAKE <2'-00"/inch (C layer) WALL LOCATION. �8, PROP. CONTOUR (8' CONTOUR NOT SHOWN ON PROP. WALL) 2. CALL R.J. CADILLAC TO INSPECT 0 UTILITY POLE (IF SHOWN) REMOVAL PRIOR TO PLACING STONE. -G- GAS MARKINGS (NOT ALL SHOWN) 3. CALL R.J. CADILLAC FOR FINAL 23.5' X 12' X 3" DEEP SAND BED INSPECTION. - x - FENCE (IF SHOWN, NOT ALL SHOWN) GPD/SF] 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 5/01/09 --MONITORING WELL GRAPH, WALL HEIGHTS 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 DOUBLE SLEEVE WITHIN 10' OF WATER SERVICE BENCH MARK --TOP MAG. NAIL SET IN PAVEMENT=5.27 NGVD29 (26.0' OFF JOG CORNER HOUSE ON RANGE UNE) TEST HOLE DATE: PERFORMED BY: WITNESSED BY: PERC RATE: SOIL SURVEY(1993): GEOLOGIC MAP(1986): Invert 7.65 Use Gas Baffle Proposed 7.71® Filter 8.55 min. /ft Cloth 71 S=1/8 /ft 7� ---- L3„ 108" Fill A layer 10yr 37-3 sandy loam B layer 10yr 5/8 loamy sand C layer 2.5y 6/3 loamy sand observed water 7.3 4.2 1.4 -1.7 0 August 20, 2003 23" Ron Cadillac, Soil Evaluator Invert 7.25 �j' proposed I Level 4 Unitsom Lynn McCartin, RS 27" <2'-00"/inch (C layer) ; ;NI 1`' El. 2.0 < 0.6' 1 1.96=High Monitoring Well Carver coarse sand 37" Harwich outwash plain deposits m t reading 2/09/09 (Full Moon) 2 CULTEC C-4 UNITS 02 23.5' X 12' X 3" DEEP SAND BED a (See Detail) GPD/SF] Invert 7.40 Use 10" Min. Cover Proposed Over Leaching 7.71® Filter 8.55 min. /ft Cloth 71 S=1/8 /ft 7� ---- L3„ 108" Fill A layer 10yr 37-3 sandy loam B layer 10yr 5/8 loamy sand C layer 2.5y 6/3 loamy sand observed water 7.3 4.2 1.4 -1.7 BEDROOMS: 7.0 MONITORING WELL ,-__'Invert 7.57 act Proposed Invert 7.25 �j' proposed I Level 4 Unitsom FEBRUARY 9, 2009 FULL MOON �-- 5' ; ;NI 1`' El. 2.0 < 0.6' 1 1.96=High Monitoring Well [(23.5' X 12')] r'y SIDE LEACHING AREA: m t reading 2/09/09 (Full Moon) 1 BEDROOMS: 2 GARBAGE GRINDER: No REQUIRED CAPACITY: 220 GPD SEPTIC TANK: 1500 GAL. BOTTOM LEACHING AREA: 282 SF [(23.5' X 12')] SIDE LEACHING AREA: 17.75 SF [2(23.5 + 12) x 0.251 DESIGN CAPACITY: 221.8 GPD [(282 SF + 17.75 sf) X .74 GPD/SF] T-11 --Observed Water=11.4 1'7L __[]-EJ LEACH AREA 8AM 12 4PM USE 2 C-4 UNITS WITH 4' OF STONE ON SIDES AND S-9" ON ENDS FOR A 23.5' X 12' X 3" DEEP LEACH AREA, AS SHOWN. RUN PERFORATED PIPE DOWN CENTER OF C-4 UNITS BETWEEN HUMPS. CAPE PIPE ENDS. BRING STONE TO TOP OF C-4 UNITS & BETWEEN HUMPS & COVER WITH FILTER CLOTH. VARIABLE REMOVAL WITH BARRIER DO ALL AROUND AND UNDER REMOVAL DOWN 37"t TO LOAMY SAND, AS SHOWN. SEE DETAILS SHEET 2. SITE PLAN THIS PLAN IS A VALID COPY ONLY IF IT BEARS FOR Ad03 311J AN ORIGINAL RED STAMP AND SIGNATURE. JAMES G. MORRISON `jHOFIJ 5+ F1. S LOT 106, 23 & 25 NEW HAMPSHIRE AVE, W. YARMOUTH, MA RO AL NOVEMBER 28, 2003 SCALE: 1"=20' CADILLAC CADILLAC " # 1060 'o # 35779 PD 2P �FGlSTi:R�O ! 'CfS SAO Q- �`SANI7AF\PN. q��SURJ' WORK MUST CON TO T%VN RONALD J. CADILLAC, PLS, RS, P.C. BYLAWS RE LAND SURVEYOR & REGISTERED SANITARIAN vOFESSIONAL P.O. BOX 258 YAn"PAWTH WATER DEfrt WEST YARMOUTH, MA 02673 HEALTH AGENT APPROVAL DATE 1 (508) 775-9700 2008 BY R.J. CADILLAC PAGE 1 OF 2