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Home My WebLink About83-1857 - Site Plan003MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED' 1. VARY LEACH AREA TO PROPERTY UNE 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) ��.77 i NOTE: UNDERGROUND ELECTRIC LINES SERVE LOCUS AND HOUSE NO. 21. MARK BOTH SERVICES i PRIOR TO CONSTRUCTION, AS REROUTING OF /"5.71 SERVICE MAY BE NEEDED. // EXTEND WALL / TO DWELLING DIG SAFE --BOTH GAS AND UNDERGROUND ELECTRIC LINES NOT SHOWN. LOT COVERAGE 6, oodWo -W- WATER LINE LOCATION FROM ASBUILT 1ST FLOOR (EXISTING FOOTPRINT)= 1565±S.F. a 2ND FOOR (DECKS)= 80±S.F. �e3 ` 1. LOCUS IS A.M. t PARCEL 37. / PROPOSED TOTAL AREA= 1645±S.F. LOCATION 6.03 % COVERAGE -1645/6620=24.85% a ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP=6.08 NGVD. Al T4s N /F z - - e ROBBINS-MARA LOCUS IS IN FLOOD ZONE Al2 (EL12) & V15(EL13) ON FIRM DATED JULY 2, 1992. 6.76 • 0 G FENCE IS TO BE CLEAN d'O. ,nom 7.09 - s� PROPOSED 8' CONTOUR ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" PER FOOT. (UNLESS NOTED) CONC. BOUND FND. & HELD / REMOVE OR CRUSH EXISTING TANK / SILT FENCE -WORK LIMIT 5.71 REMOVE 5 FLOWDIFFUSORS AND CLOGGED STONE REPLACE WITH CLEAN 5.20 6._- SAND \ i sy. / 7.2' X5,80 ROBB NSF MARA BEGIN SILT FENCE i r EDGE PRO- / 7.7' POSED DRIVE 0 LOT 101 �.6,620ts. a 9. SCALED FLOOD ZONE L 1 �: 7.18_0 FLOOD ZONE V15 (Ed13� ..� � ,✓:,:� ^„-.�. - „ „/ 4' DEEP IMPERVIOUS /0 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. FOLLOWS FACE WALL 98 - - (NOT SHOWN) 7.61 SYSTEM B ry c' END SILT FENCE 9. JOB NO. Y08-14 NOTES Z� ' Lewis \ �.\ 6, oodWo -W- WATER LINE LOCATION FROM ASBUILT Morrison5.dwg SCALE STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. �e3 ` 1. LOCUS IS A.M. t PARCEL 37. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOCATION 47 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON DISC AT BOAT RAMP=6.08 NGVD. Al FENCE (IF SHOWN, NOT ALL SHOWN) m 3. LOCUS IS IN FLOOD ZONE Al2 (EL12) & V15(EL13) ON FIRM DATED JULY 2, 1992. REV. 12/3/09 --EXTEND BLOCK WALL TO HOUSE, MOVE SEWER LINE FENCE IS TO BE CLEAN 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/8" PER FOOT. (UNLESS NOTED) CONC. BOUND FND. & HELD 13. PUMP AND FILL 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 1 & WATER WITHIN D 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. %P �w < 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". m 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. �cQ 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. Z� ' Lewis \ �.\ \y -W- WATER LINE LOCATION FROM ASBUILT 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. �e3 ` , 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOCATION MAP REMOVAL PRIOR TO PLACING STONE. CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. Al FENCE (IF SHOWN, NOT ALL SHOWN) 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING 4.89 / REV. 12/3/09 --EXTEND BLOCK WALL TO HOUSE, MOVE SEWER LINE FENCE IS TO BE CLEAN I GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). CONC. BOUND FND. & HELD 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL BLOCK AND STONE IN TEST HOLE 1 LEACH AREA, ANb DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCT10ON TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) 0 BENCH MARK --TOP N.W. C06, TEST HOLE DATE: August 20, 2003 23" CONCRETE BOUND=7.02 NG 29 PERFORMED BY: Ron Cadillac, Soil Evaluator (20" OFF END FENCE-oowN 3') WITNESSED BY: Lynn McCartin, RS 27" �\ SYSTEM A --UNIT 25 /CONC:e�MND 6" 12.0 Min. Exist. Slab=7.4 Prop. Top Block Prop. Top crawl=7.4 Fill Exist awl to D. 7.4 Invert 8.15 \ Proposed �FND. &HELD REPLUMB H-10 . �� `c v •9.P Q i cy ` - \iQ , 1 .. x'232 ` _ iL S! 49 3' DEEP IMPERVIOUS O�p� �ti• Q oo� T 1 G' BARRIER** 98 L.F. OF G 40 MIL POLYETHYLENE (MILLER BREAKOUT**) 0` `ya�. I 5.41 • TOP BARRIER=TOP 5 k. 5.42 UNIT=7.71,GRADE Lrl o � 5. u4 tiC 732 ABOVE BARRIER=8.4 MIN. ** BARRIER IS STIFF 6. INABLE FROM MILLER AENVIRONMENTAL 7 ROOF RUNNOFF TO FLOW TO STONE FOUNDATION TRENCH OR DRY WELLS LEGEND -E- ESTIMATED BURRED ELECTRIC 5,84 0 \y -W- WATER LINE LOCATION FROM ASBUILT , eat INSPECTION SCHEDULE BOTH. SYSTEMS �6- EXISTING CONTOUR 4 SYSTEM A_ 5 , \ yJ UTILITY POLE (IF SHOWN) / -G- GAS MARKINGS (NOT ALL SHOWN) REMOVAL PRIOR TO PLACING STONE. 7.710 Filter/8.55 min. Cloth_ ` Al FENCE (IF SHOWN, NOT ALL SHOWN) PROPOSED TREE (IF SHOWN, NOT ALL SHOWN) 4.89 / REV. 12/3/09 --EXTEND BLOCK WALL TO HOUSE, MOVE SEWER LINE FENCE �/ a ✓ REV. 6/04/09 --OFFSETS ADDED FOR CONCOM--SHEET 1 ONLY CONC. BOUND FND. & HELD \� DOUBLE SLEEVE NEW MONITOR WELL, BENCHMARKS. REV. 9/02/08 --PROPOSED FOOTPRINT, LOT COVERAGE, OFFSETS & DRIVEWAY DIMENSIONS SEWER & WATER WITHIN REV. 6/18/08--2 SEPTIC SYSTEMS & NEW OWNER 10 FEET OF EACH OTHER. ROOF RUNNOFF TO FLOW TO STONE FOUNDATION TRENCH OR DRY WELLS LEGEND -E- ESTIMATED BURRED ELECTRIC TH 1 TEST HOLE LOCATION, NUMBER 37" -W- WATER LINE LOCATION FROM ASBUILT 9.5 x 7,3 EXIST. & PROP. ELEV. ('X' MARKS POINT) INSPECTION SCHEDULE BOTH. SYSTEMS �6- EXISTING CONTOUR 1. HAVE R.J. CADILLAC STAKE PROP. CONTOUR (8' CONTOUR NOT SHOWN ON PROP. WALL) WALL LOCATION. yJ UTILITY POLE (IF SHOWN) 2. CALL R.J. CADILLAC TO INSPECT -G- GAS MARKINGS (NOT ALL SHOWN) REMOVAL PRIOR TO PLACING STONE. 7.710 Filter/8.55 min. Cloth_ ` 3. CALL R.J. CADILLAC FOR FINAL FENCE (IF SHOWN, NOT ALL SHOWN) INSPECTION. TREE (IF SHOWN, NOT ALL SHOWN) REV. 12/3/09 --EXTEND BLOCK WALL TO HOUSE, MOVE SEWER LINE REV. 6/22/09 --WORK LIMIT --SILT FENCE ALONG EXIST. FENCE & ROOF RUNNOFF 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 I Proposed Invert 7.9 1500 Gal. o,____ -al Septic Tank 508-697-3710. DESIGI \\ BEDROOMS: ` GARBAGE GRIND REQUIRED CAPA SEPTIC TANK: BOTTOM LEACHII [(23.5' X 12')] SIDE LEACHING [2(23.5 + 12) DESIGN CAPACII DOUBLE SLEEVE WITHIN 10' OF [(282 SF + 17 WATER SERVICE BENCH MARK --TOP MAG. NAIL SET IN PAVEMENT=5.27 NGVD29 (26.0' OFF JOG CORNER HOUSE ON RANGE UNE) THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. �1p, �\ �g-'OF#F37S79 \�A�Cr, S zQ O a�NI iAR�vP?+aa Cts/ S::;RV HEALTH AGENT APPROVAL DATE or DATA AREA: 0.25] PERC RATE: SOIL SURVEY(1993): GEOLOGIC MAP(1986): Invert 7.65 Use Gas Baffle Proposed /ft <2'-00"/inch (C layer) Carver coarse sand 37" Harwich outwash plain deposits 2 CULTEC C-4 UNITS 23.5' X 12' X Y DEEP SAND BED a (See Detail) Invert 7.40 Use 10" Min. Coves Proposed Over Leaching 7.710 Filter/8.55 min. Cloth_ ` 71" =1 /8"/ft T� --------- T --3-108" ELEV.(feet) NGVD29 7.3 Fill A layer 10yr 3T3 - sandy 3sand loam B layer 10yr 5/8 loamy sand C layer 2.5y 6/3 loamy sand observved water 4.2 1.4 -1.7 /1 7.0 MONITORING WELL Invert sed Invert 7.25 5' FEBRUARY 9, 2009 Ct Proposed Proposed i Level Unitsam FULL MOON �- 5' ---I I N I-1 `5 -I L 2.0 2.Gr--r--r - -- �--� 1.96=High Monitoring Well < 0.6 m reading 2/09/09 (Full Moon) ' TH1--Observed Water=1.4----�__� 1.7 -- 2 L__L__L_J_ J__J No LEACH AREA BAM 12 4PM 220 GPD USE 2 C-4 UNITS WITH 4' OF STONE ON SIDES AND 1500 GAL 3'-9" ON ENDS FOR A 23.5' X 12' X 3" DEEP LEACH 282 SF AREA, AS SHOWN. RUN PERFORATED PIPE DOWN CENTER OF C-4 UNITS BETWEEN HUMPS. CAPE PIPE ENDS. 17.75 SF BRING STONE TO TOP OF C-4 UNITS & BETWEEN HUMPS & COVER WITH FILTER CLOTH. 221.8 GPD VARIABLE REMOVAL WITH BARRIER sf) X .74 GPD/SF] DO ALL AROUND AND UNDER REMOVAL DOWN 37"t TO LOAMY SAND, AS SHOWN. SEE DETAILS SHEET 2. SITE PLAN FOR JAMES G. MORRISON 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 BY R.J. CADILLAC PAGE 1 OF 2