Loading...
HomeMy WebLinkAboutEngineered Plan - 2019ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. T MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:_ CL 1. VARY COVER OVER SEPTIC TANK TO BE 5". 310 CMR 15.228(1) �o Y io 0 M z a CAUTION: NO DRAINAGE AS -BUILT FOUND ONLINE , t ® 9,32 I, : 04 0 0.3 ENCASE SEWER IN CONCRETE NOTE: LOT BOUNDARY DIMENSIONS ARE TAKEN FROM PLAN BOOK 101, PG. 134, WHICH REFLECTS ROAD LAYOUT CHANGES. WHEN PROPERTY IS SOLD NEW DEED SHOULD CITE THE TOWN ROAD TAKING AND ADD PB 101, PG 134 REFERENCE. 20,18 _0,6 x 20. BENCH MARK --TOP SE CORNER OF �. 20,48 STOOP=21.02 ASSIGNED x 20.5 0,59 \ 20.48 204 c 20,06 9.S9 RAISE GRADE 3" TO 4" FROM SW '69 x 20.2 CORNER OF HOUSE OVER NEW cl� \ s'�O. SEPTIC TANK 20.0 °,, F19.50 03 x 20.3 ��� oG� i 19,8 19,16 ...:::: +�� �o�\ Q• .•' � ,moo 9 O :19,85 19.6 X 19 GI' 1 G ao o h ` o 9.55 19, 18,7 t)yx D.2 .94 x�. 9.7 19118 +X9,05 9: x 19.4 _��1' _18.4 0.04_ � x 18.2 ^ 9.88 N /F SCALI & DUNLAP 18.67 AREA=7 3603:S.E.. USE SOLD SCH 40 PIPE 9,88� � ^ A MIN. 10' BEYOND 4,i " 7°9 x 19,2 i i �i �� x 18,4 WATER LINE 15700.09• x lf�i�'/ QJ�' X3.14 e� /10 ice , Q/ p , 19.250 �iI 1 1� ,/ X,4 , C � N/F N/F '18.01 OLIVERI .18.65 LYNCH BENCH MARK --TOP SPIKE SET DOWN 2"=19.14 ASSIGNED 18.46 IATH1 KIT JOB NO. Y19-06 NOTES Pierotti.dwg 1. LOCUS IS A.M. 31, PARCEL 44. FB34/26 S814/58 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(<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 WITHIN 6" BELOW GRADE --1 ON D -BOX, 2 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. TEST HOLE DATE: June 27, 2019 RAISE PLUMBING 3" OVER PERFORMED BY: Ron Cadillac, Soil Evaluator EXISTING SEWER WITNESSED BY. Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (B layer) 20.45± SOIL SURVEY(19-93) Carver coarse sand GEOLOGIC MAP(1.986): Harwich outwash plain deposits Top Found. ENCASE IN CONCRETE Invert 17.98 12 ARC36LP CHAMBERS Invert 18.60 P OPOSED--REPLUMB Use Gas Baffle Invert 17.64 H-10 Proposed Top Units=17.97 S=1/8"/ft+ Provide 5" cover 9 cover @ Filter Cloth Proposed S=1 /8"/ft 3" Max. Invert 18.23 1500 Gal. S=1 �8"/ft inspection Port Proposed Septic Tank T Invert 17.62 17.3 6" Stone or com act Invert 17.81 Proposed5' Bottom Level Proposed I I , I I I IlV l 2' I i 33 1 1 17'--4 _ I► --2,-t High Groundwater=123 < 0.8 USGS_Adjust. Zone B Mashpee 29 --May 2019 DESIGN DATA Observed Water=11.5 BEDROOMS: 3 MIN. - ------GARBAGE GRINDER:-- ---- --- ---No--- _ . _ , --- - - -- _--__ REQUIRED CAPACITY: 330 GPD PROPOSED SEPTIC TANK: 1500 GAL. LEACH AREA EFFECTIVE TRENCH AREA: 467.4 S.F. USE 2 TRENCHES OF SIX ARC36LP CHAMBERS 7.79 SF/LF X 5'/UNIT=38.95 SF EACH (30' X 34" WIDE AND 3.8" DEEP), AS 12 UNITS X 39.95 SF=467.4 SF SHOWN. CAPACITY: 345 GPD 467.4 SF X 0.74 GPD/SF BDRM/ DEN BDRM LVRM UTILITY RM EXISTING FLOOR PLAN NOT TO SCALE THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN,-0RtG11< L RED.STAMP-AND SIGNATURE. �HOMAS �N0FM9 RONALD cyG� �� RONALD JAMES JAMES CADILLAC CADILLAC # 1060 a O# 35779�� GtsTER� i 1�1q�'cESS�0 Ol \ o SURD L NIT ►y, Permit valid for REPAIR OF SEPTIC ,SVS'1'Em ONLY; due tw State and Local selftic. variances. Board of.,IIle alth review and approval is retluire(I for any fuure additions/re nova lion.s/aIterations to sewage`facilities-,and/or structures/dwelling. Yarmouth health Department A. P:I' R (. V I l t!o�rie i dame Date HEALTH AGENT APPROVAL DATE. RTE 28 Luke's 0 ❑ c 0 L NOT TO SCALE LOCATION MAP TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 18 5 6" flk 28» 30" 84" 110" C layer 10yr,6/8 med. coarse sand observed water FOR LINDA 0. PIEROTTI 42 SPRINGER ROAD, WEST YARMOUTH, MA JUNE 2$, 2019 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAGE 1 OF 1 ©2016 BY R.J. CADILLAC 18.0 1.7.0 16.0 11.5 3 LEGEND TH 1 TEST HOLE LOCATION, NUMBER --G- EXIST. GAS W EXIST. WATER LINE E OVERHEAD ELECTRIC WIRES (IF SHOWN) x 9.5 x20-1 EXIST. & PROP. ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR ��- PROPOSED CONTOUR UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN X - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 7/01/19 --MAY ADJUSTMENT I 18.46 IATH1 KIT JOB NO. Y19-06 NOTES Pierotti.dwg 1. LOCUS IS A.M. 31, PARCEL 44. FB34/26 S814/58 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(<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 WITHIN 6" BELOW GRADE --1 ON D -BOX, 2 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. TEST HOLE DATE: June 27, 2019 RAISE PLUMBING 3" OVER PERFORMED BY: Ron Cadillac, Soil Evaluator EXISTING SEWER WITNESSED BY. Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (B layer) 20.45± SOIL SURVEY(19-93) Carver coarse sand GEOLOGIC MAP(1.986): Harwich outwash plain deposits Top Found. ENCASE IN CONCRETE Invert 17.98 12 ARC36LP CHAMBERS Invert 18.60 P OPOSED--REPLUMB Use Gas Baffle Invert 17.64 H-10 Proposed Top Units=17.97 S=1/8"/ft+ Provide 5" cover 9 cover @ Filter Cloth Proposed S=1 /8"/ft 3" Max. Invert 18.23 1500 Gal. S=1 �8"/ft inspection Port Proposed Septic Tank T Invert 17.62 17.3 6" Stone or com act Invert 17.81 Proposed5' Bottom Level Proposed I I , I I I IlV l 2' I i 33 1 1 17'--4 _ I► --2,-t High Groundwater=123 < 0.8 USGS_Adjust. Zone B Mashpee 29 --May 2019 DESIGN DATA Observed Water=11.5 BEDROOMS: 3 MIN. - ------GARBAGE GRINDER:-- ---- --- ---No--- _ . _ , --- - - -- _--__ REQUIRED CAPACITY: 330 GPD PROPOSED SEPTIC TANK: 1500 GAL. LEACH AREA EFFECTIVE TRENCH AREA: 467.4 S.F. USE 2 TRENCHES OF SIX ARC36LP CHAMBERS 7.79 SF/LF X 5'/UNIT=38.95 SF EACH (30' X 34" WIDE AND 3.8" DEEP), AS 12 UNITS X 39.95 SF=467.4 SF SHOWN. CAPACITY: 345 GPD 467.4 SF X 0.74 GPD/SF BDRM/ DEN BDRM LVRM UTILITY RM EXISTING FLOOR PLAN NOT TO SCALE THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN,-0RtG11< L RED.STAMP-AND SIGNATURE. �HOMAS �N0FM9 RONALD cyG� �� RONALD JAMES JAMES CADILLAC CADILLAC # 1060 a O# 35779�� GtsTER� i 1�1q�'cESS�0 Ol \ o SURD L NIT ►y, Permit valid for REPAIR OF SEPTIC ,SVS'1'Em ONLY; due tw State and Local selftic. variances. Board of.,IIle alth review and approval is retluire(I for any fuure additions/re nova lion.s/aIterations to sewage`facilities-,and/or structures/dwelling. Yarmouth health Department A. P:I' R (. V I l t!o�rie i dame Date HEALTH AGENT APPROVAL DATE. RTE 28 Luke's 0 ❑ c 0 L NOT TO SCALE LOCATION MAP TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 18 5 6" flk 28» 30" 84" 110" C layer 10yr,6/8 med. coarse sand observed water FOR LINDA 0. PIEROTTI 42 SPRINGER ROAD, WEST YARMOUTH, MA JUNE 2$, 2019 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAGE 1 OF 1 ©2016 BY R.J. CADILLAC 18.0 1.7.0 16.0 11.5 3