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Home My WebLink AboutDecision 4241 - Site Plan 2MAXIMUM 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 15.226 (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. DIG SAFE --BOTH GAS AND UNDERGROUND ELECTRIC LINES NOT SHOWN. LOT COVERAGE 1ST FLOOR (EXISTING FOOTPRINT)= 1565±S.F. I a 2ND FOOR (DECKS)= 80±S.F. W o_ PROPOSED TOTAL AREA= 1645±S.F. 6.03 % COVERAGE= 1645/6620=24.85% a +sN/F W 8-x ROBBINS-MARA 6'n "v 7.09 / REMOVE ORCRUSH \ JOB NO. Y08-14 EXISTING TANK Carver coarse sand BARRIER** 98 L.F. OF Morrison5.dwg SCALE dWa 5,71 LOCUS IS A.M. 16, PARCEL 37. m 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP=6.08 NGVD. m OF / REMOVE 5 FLOWDIFFUSORS 8 AND CLOGGED STONE �OGF/ REPLACE WITH CLEAN V\�Cv� SAND MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. D v.80 N /F x a / ROBBINS-MARA ?- f> INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14", P •� EDGE PROPOSED DRIVE IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Fo 5 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 1 9. °�h ZC 7.1' Q LO 5. ` . 7, ;_ >s�-Af- Ot L 1 0#SFV 10. oP>�-6,6 1 7, ,A 1gN IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 61. e SCALED FLOOD ZONE;.'41lEL�5' CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. FLOOD ZONE V75 (E413) ..> \�:::� .lis\`:. o 5.913 7.61 ' N 99 aQ� 6,-6" 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 (2O' OFF END FENCE -DOWN 3') WITNESSED BY: Lynn McCortin RS 27" `;,`' SYSTEM A --UNIT 25 12.0 Min. Exist. Slab=7.4 Prop. Top Block :. Prop. Top crow)=7.4 Fill Exist. Crawl to EL 7.4 Invert 8.15 5 ..'`':rY 7 FND. BOUND Proposed \ REPLUMB H-10 S=1 /8"/ft+ ro /s Proposed F Si 0' x 5,29 I Invert 7.90 1500 Gal. Q iS, GY Septic Tank NOTES JOB NO. Y08-14 NOT TO drop Carver coarse sand BARRIER** 98 L.F. OF Morrison5.dwg SCALE dWa 1. LOCUS IS A.M. 16, PARCEL 37. m 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP=6.08 NGVD. m 3. LOCUS IS IN FLOOD ZONE Al2 (EL12) & V15(EL13) ON FIRM DATED JULY 2, 1992. 5.42 4.ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" PER FOOT. (UNLESS NOTED) V\�Cv� 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. D 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. `rh tee. oo 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14", P •� B. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Fo 5 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 1 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. Z Lewis COVERS: BUILD UP COVERS --2 ON D-BOXS, 1 ON EACH LEACH AREA. \ �yy' Boy 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, 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) NGVD29 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 (2O' OFF END FENCE -DOWN 3') WITNESSED BY: Lynn McCortin RS 27" `;,`' SYSTEM A --UNIT 25 12.0 Min. Exist. Slab=7.4 Prop. Top Block :. Prop. Top crow)=7.4 Fill Exist. Crawl to EL 7.4 Invert 8.15 5 ..'`':rY 7 FND. BOUND Proposed \ REPLUMB H-10 S=1 /8"/ft+ ro /s Proposed F Si 0' x 5,29 I Invert 7.90 1500 Gal. Q iS, GY Septic Tank 508-697-3710. DESIGN DATA 4' DEEP IMPERVIOUS / �" . 5,84 BARRIER** 90 LF. r' 0 \ 40 MIL POLYETHYLENE MILLER BREAKOUT**) :,8x51 OBARRIER=TOP :;jps' 4 UNITSYSTEM A5 ABOVE ARE BARGRADE RIER=8.4 MIN. ` �1 ** BARRIER IS STIFF / MI OBTAINABLE FROM PROPOSED 4.89 / MILLER ENVIRONMENTAL FENCE 508-697-3710. / \ CONC. BOUND �\�\' DOUBLE SLEEVE NEW FIND. & HELD SEWER & WATER WITHIN 10 FEET OF EACH OTHER. LEGEND O TH 1 TEST HOLE LOCATION, NUMBER -W- WATER LINE LOCATION FROM ASBUILT 9.5 x 7.3 EXIST. & PROP. ELEV. ('X' MARKS POINT) 6 EXISTING CONTOUR PROP. CONTOUR (8' CONTOUR NOT SHOWN ON PROP. WALL) QJ UTILITY POLE (IF SHOWN) -G GAS MARKINGS (NOT ALL SHOWN) - x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN. NOT ALL SHOWN) 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. REV. 6/04/09 --OFFSETS ADDED FOR CONCOM--SHEET 1 ONLY 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 LINE) PERC RATE: 3' DEEP IMPERVIOUS I Proposed SOIL SURVEY(1993): Carver coarse sand BARRIER** 98 L.F. OF I / 40 MIL POLYETHYLENE Bottom 3.3 5.41 `C I . MILLER BREAKOUT**) proposed 2 CULTEC C-4 UNITS OIL BARRIER=TOP Invert 7.65 5.42 UNIT=7.71,GRADE I 6" Stone or corn V\�Cv� ABOVE BARRIER=8.4 MIN. Proposed Over Leaching BARRIER STIFF �2 � P & & OBTAINABLE FROM _ I I Cloth S=1 /8"/ft /�� /;-< MILLER ENVIRONMENTAL 508-697-3710. DESIGN DATA 4' DEEP IMPERVIOUS / �" . 5,84 BARRIER** 90 LF. r' 0 \ 40 MIL POLYETHYLENE MILLER BREAKOUT**) :,8x51 OBARRIER=TOP :;jps' 4 UNITSYSTEM A5 ABOVE ARE BARGRADE RIER=8.4 MIN. ` �1 ** BARRIER IS STIFF / MI OBTAINABLE FROM PROPOSED 4.89 / MILLER ENVIRONMENTAL FENCE 508-697-3710. / \ CONC. BOUND �\�\' DOUBLE SLEEVE NEW FIND. & HELD SEWER & WATER WITHIN 10 FEET OF EACH OTHER. LEGEND O TH 1 TEST HOLE LOCATION, NUMBER -W- WATER LINE LOCATION FROM ASBUILT 9.5 x 7.3 EXIST. & PROP. ELEV. ('X' MARKS POINT) 6 EXISTING CONTOUR PROP. CONTOUR (8' CONTOUR NOT SHOWN ON PROP. WALL) QJ UTILITY POLE (IF SHOWN) -G GAS MARKINGS (NOT ALL SHOWN) - x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN. NOT ALL SHOWN) 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. REV. 6/04/09 --OFFSETS ADDED FOR CONCOM--SHEET 1 ONLY 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 LINE) PERC RATE: G2'-00"/inch (C layer) GARBAGE GRINDER: SOIL SURVEY(1993): Carver coarse sand 37« GEOLOGIC MAP(1986): Harwich outwash plain deposits BOTTOM LEACHING AREA: 282 SF [(23.5' X 12')] SIDE LEACHING AREA: 2 CULTEC C-4 UNITS m Invert 7.65 23.5' X 12' X 3" DEEP SAND BED (See Detail) a Use Gas Baffle Proposed Invert 7.40 Use 10" Min. Cover Proposed Over Leaching S=l/8-/ft 7.71® Filter /8'55 min. 71" Cloth S=1 /8"/ft /�� /;-< - - - - 3" 1 108" Fill A layer 10yr 3/3 sandy loam B layer 10yr 5/8 loamy sand C layer 2.5y 6/3 loamy sand observedwater 7.3 4.2 1.4 -1.7 7 0 MONITORING WELL Invert sed Invert 7.25 5' FEBRUARY 9, 2009 pact I Proposed I Level Bottom Proposed C-4 Units I- FULL MOON if r- 5 I I N I 15� II EL 2.0 2.01 m 1.96=High Monitoring Well 0.6' reading 2/09/09 (Full Moon) 1 8E- --I - -4 - -I 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 0.25] DESIGN CAPACITY: 221.8 GPD [(282 SF + 17.75 sf) X .74 GPD/SF] THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE THt--Observed Water=1.4 1.7- - _/ LE I 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"± TO LOAMY SAND, AS SHOWN. SEE DETAILS SHEET 2. SITE PLAN FOR JAMES G. MORRISON LOT 1069 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 C12008 BY R.J. CADILLAC PAGE 1 OF 2