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HomeMy WebLinkAboutEngineered Plans - 2016ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. N /F LERNER MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO CRAWL SPACE BY UP TO 3' (18-9"' PROVIDED). 310 CMR 15.211 (1). 2. VARY COVER OVER LEACHING TO BE 4'-6" TO 5-6". 310 CMR 15.221(7). 3. NO RESERVE AREA IS SHOWN. 310 CMR 15.248. BENCH MARK --TOP & CENTER OF CONC. BOUND=20.00 ASSIGNED N /F LERNER ('I.-- 19.7 19.7 19,5 2 0P0 20. '�Vp 20.2 N 10321ko/ /� /<' 2'112 x 21.8 l_, C/G�,, 21.7 G�-2 22 2 /SONE 2175 /G/ ----t\ C.21 -x- 21.8 2,1 22 k'-�2,3 22 cfl, .............. 22.�, N 2.4 ,2s� :.: .. LOT 40 0 x 2 4 915 C��± S. F. \ 22.6 X2,5 22.0 y � N 0 22.6x 22,7 3.0 ' 2 x 22.6 22,3 to x 22.5 N� 0 No= 23.0 \ 2313 \ x r 1.�- 14 22.\ 22, o3 2.7 \ 22.2 22.8 \3,8 23.40 \ C `1�3. t '_2.4 TH 1 1 4?4 ? 24.5 x 23.6 22.41o00p' W x 23.8 �24. 2 gyp" 3 • 23,620 S ,is N /F BENCH MARK--S.E. CORNER OF N w CONC. BULKHEAD=22.62 ASSIGNED / / KIMBALL N /F � N o,�g GENOVESE N BDRM 22.88± Top Foundation KIT, JOB NO. Y16-24 Haigis.dwg NOTES FB32/19 S814/17 1. LOCUS IS A.M. 29, PARCEL 35. 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" 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 TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 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 CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. NO GRADE CHANGES ARE PROPOSED Invert 18.90± Existing S=1/ 9" 9,I min. cover Existing I Invert 17.77± I. 1000 Gal. J TEST HOLE DATE: PERFORMED BY. WITNESSED BY. PERC RATE: SOIL SURVEY(1993): GEOLOGIC MAP(1986): oma-.- _ _ NOT TO SCALE LOCATION MAP TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 22.4 Fill Sept. 21, 2016 20" Ron Cadillac, Soil Evaluator A/E layer 10yr 4/4 AmyVon Hone, RS, CHO 28" -loamy sand <2'-37"/inch (B2 layer) B1 layer 1 0y 5/8 Carver loamy coarse sand 33" sandy loam 19.6 Barnstable plain deposits B2 layer 10yr 5/8 a .. loamy sand 14 ADS ARC 36HC few roots Invert 17.52± CHAMBERS 54 C1 layer 10 6 6 17.9 Existing y � / Use Gas Baffle Invert 1.7.25 loam med. sand Proposed Top Units=17.55 96„ y p @ Filter Cloth 14.4 S=1 /8"/ft 3" Max. C2 layer 10y 6/6 S=1' =1 /8 /ft __t�, _Vent & Inspection Port coarse sand in171 -ni -i Existing Septic Tank LEGEND TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G GAS LINE MARKINGS x .523 EXISTING & PROPOSED ELEVATIONS ('X' MARKS. POINT) `5 EXISTING CONTOUR $- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) BDRM 22.88± Top Foundation KIT, JOB NO. Y16-24 Haigis.dwg NOTES FB32/19 S814/17 1. LOCUS IS A.M. 29, PARCEL 35. 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" 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 TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 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 CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. NO GRADE CHANGES ARE PROPOSED Invert 18.90± Existing S=1/ 9" 9,I min. cover Existing I Invert 17.77± I. 1000 Gal. J TEST HOLE DATE: PERFORMED BY. WITNESSED BY. PERC RATE: SOIL SURVEY(1993): GEOLOGIC MAP(1986): oma-.- _ _ NOT TO SCALE LOCATION MAP TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 22.4 Fill Sept. 21, 2016 20" Ron Cadillac, Soil Evaluator A/E layer 10yr 4/4 AmyVon Hone, RS, CHO 28" -loamy sand <2'-37"/inch (B2 layer) B1 layer 1 0y 5/8 Carver loamy coarse sand 33" sandy loam 19.6 Barnstable plain deposits B2 layer 10yr 5/8 a .. loamy sand 14 ADS ARC 36HC few roots Invert 17.52± CHAMBERS 54 C1 layer 10 6 6 17.9 Existing y � / Use Gas Baffle Invert 1.7.25 loam med. sand Proposed Top Units=17.55 96„ y p @ Filter Cloth 14.4 S=1 /8"/ft 3" Max. C2 layer 10y 6/6 S=1' =1 /8 /ft __t�, _Vent & Inspection Port coarse sand in171 -ni -i Existing Septic Tank I 3.8 - _ _ - I �. Invert 17.42 Invert 17.20 „ 6 Stone or compact Proposed Proposed i 5.08 BotBtom I - 10 I �- 9' I INI 1 --I I I- I High Groundwater=11.8 �-t I < I 4 2.8' USGS Adjustment DESIGN DATA �° UAugust2016-Mashpee29 Observed Water=9.8 BEDROOMS: 2* ENC. POR. BDRM LVRM OPEN i POR. I EXISTING FLOOR PLAN NOT TO SCALE 151" observed_ water 9.8 GARBAGE GRINDER: No LEACH AREA REQUIRED CAPACITY: 220 GPD EXISTING SEPTIC. TANK:. 1000. GAL. USE 14 ADS ARC 36LP CHAMBERS (INVERT 3.8") EFFECTIVE- LEACHING AREA: 473 SFIN A VENTED 5'-8" X 35' X 3.8" DEEP BED. 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 14 UNITS X 23.65 SF/UNIT=331.1 SF(EFFECTIVE) DESIGN CAPACITY- 245 GPD [(331.1 SF) X .74 GPD/SF] Permit valid for RH:PA►K ()k' 51:1'1'IC' SYSTN:M ONLY; (tile to State and Loral septic vari;,ncs. *REQUIRES DEED RESTRICTION OR ADDING SIX Hoard of ttealth review and .+hl,roval ,s reEluired lo CHAMBERS CHAMBERS TO END TO MAKE 3 BEDROOMS, any future additions/rcnoaiinnsi;+ltcratio„s to sewage facilities and/or strucqur es/(IN kklhng. Ya-rmouth llcalth t)clrirtnit hI n '2 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN L RED STA P ANDS IGNATURE. 1N OF M �SN °F 14'180 C .y � CSG Oma' tiG ° RONALD s RONALD s� JAMES o JAMES CADILLAC CADILLAC " !> # 1060 a of 35779"z- G/sTEp� l9��FSS\0 Sq NI�TAR\t`�� ��C7 URv� . HEALTH AGENT APPROVAL DATE e Date SITE PLAN FOR ROBERT 8c MARGARET HAIGIS LOT 41 15 JACQUELINE CIRCLE, W. YARMOUTH, MA OCTOBER 12, 2016 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 ©2016 BY R.J. CADILLAC PAGE 1 OF 1