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Home My WebLink About1361 Bridge St - Site PlanALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. c5 V e� o N _ G 0 M z N/F HESS yt J9.�6 � C7 G 4r to /� Q G0 C+I Q07 A J:19. 3� l 4- , 4.5'k f r i 10 .' a EX�sr. / P, a qR � Q / SSG k -H/;/ /4v// 10 ACE i i1uY'.0 l 9 ?,.7 7 \�1 r; 8 18.4441 --^x 18/13 BENCH MA.RK�-TOP OF IN PAVEMENT = 18.32 ST v 76 � �; 177'. t -s PAVEMENT AREA=7730±S.F. 178 18 �n � J N/F SULLIVAN Q/STiN a BENCH MARK --TDP OF MAG NAIL SHE G IN PAVEMENT = 17.81 ASSIGNED N/F MCMANUS CAUTION: IF SHED HAS BURRIED ELECTRIC, TURN OFF POWER PRIOR TO EXCAVATING. MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 7' (3' MIN. PROVIDED). VARY SEPTIC TANK TO LOT LINE BY UP TO 6' (4.5' PROVIDED) 310 CMR 15.211 (1). FT N TE: SHOREY" REPORTS THEIR STANDARD TWO COMPAR )MENT 1500 GALLON TANK HAS: IST COMPARTMENT -1000 GAL. 2 D COMPARTMENT -500 GAL. JOB NO. Y15-01 NOTES DiosSep,dwg 1. LOCUS IS A.M. 61, PARCELS 80 & 81. FI330/30 SB13/63 2. ELEVATIONS SHOWN ARE NAVD88 USING VERTCOM AND NGVD29. 3. LOCUS IS IN FLOOD ZONE X(OLD C) ON FIRM PANEL 588J 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 DOWTJ 13", OUTLET TEE DOWN 14". B. 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 GRADE --2 ON TANK, 1 ON D -BOX, 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 TEST HOLE DATE: January 7, 2015 ARE PROPOSED PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Van Hone, RS, CHO PERC RATE: 4 min./inch (B layer) Invert A 15.80 SOIL SURVEY(1993): Carver coarse sand m Invert 8 15.86 GEOLOGIC MAP(1986): Harwich outwash plain deposits 54"a Prop.Cost Iron Pipe Exist. PVC 2 STONE TRENCHES H-20 COVERS Invert 15.18 EACH 24' LONG TO GRADE Proposed Use Gas Baffle Invert 14.99 18"t Cover Proposed Top Peostone=15.3 S=1/8"/ft min. H-20 Invert A 15.43 Pop. Gal. S=1/4"/ft S=1/8"/ft Top Peostone=15.2 Invert B 15.43 2 Compartment min. H-20 Proposed Septic Tank ------- 24" 1 T-12 78 I Invert C 14.90 D-12.86 Invert 15.16 Invert D 14.98* Bottom P 6" Stone or compact Proposed Pro osed 4'8 A-20' C-9' t- 1 /2' f i Bottom THI=8.0 r B--37' I D-.5' F "High Groundwater is believed DESIGN DATA to be at Elev. 2.0 (NAVD88) (Which=3.0 NGVD29) OFFICE/RETAIL: LEGEND Qh TH 1 TEST HOLE LOCATION, NUMBER -4'--- WATER LINE MARKINGS (1460 S.F./1000 S.F. X 75 GPD -109.5 GPD) OVERHEAD ELECTRIC WIRES (IF SHOWN) - - -- GAS LINE MARKINGS Y8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 96 SF EXISTING CONTOUR -8--- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) L7 EXISTING DRAINAGE CATCH BASIN x -- FENCE (IF SHOWN, NOT ALL SHOWN) GPD/SF] TREE (IF SHOWN, NOT ALL SHOWN) REV. 2/17/2015 --TRENCHES & DESIGN CALCS FT N TE: SHOREY" REPORTS THEIR STANDARD TWO COMPAR )MENT 1500 GALLON TANK HAS: IST COMPARTMENT -1000 GAL. 2 D COMPARTMENT -500 GAL. JOB NO. Y15-01 NOTES DiosSep,dwg 1. LOCUS IS A.M. 61, PARCELS 80 & 81. FI330/30 SB13/63 2. ELEVATIONS SHOWN ARE NAVD88 USING VERTCOM AND NGVD29. 3. LOCUS IS IN FLOOD ZONE X(OLD C) ON FIRM PANEL 588J 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 DOWTJ 13", OUTLET TEE DOWN 14". B. 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 GRADE --2 ON TANK, 1 ON D -BOX, 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 TEST HOLE DATE: January 7, 2015 ARE PROPOSED PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Van Hone, RS, CHO PERC RATE: 4 min./inch (B layer) Invert A 15.80 SOIL SURVEY(1993): Carver coarse sand m Invert 8 15.86 GEOLOGIC MAP(1986): Harwich outwash plain deposits 54"a Prop.Cost Iron Pipe Exist. PVC 2 STONE TRENCHES H-20 COVERS Invert 15.18 EACH 24' LONG TO GRADE Proposed Use Gas Baffle Invert 14.99 18"t Cover Proposed Top Peostone=15.3 S=1/8"/ft min. H-20 Invert A 15.43 Pop. Gal. S=1/4"/ft S=1/8"/ft Top Peostone=15.2 Invert B 15.43 2 Compartment min. H-20 Proposed Septic Tank ------- 24" 1 T-12 78 I Invert C 14.90 D-12.86 Invert 15.16 Invert D 14.98* Bottom P 6" Stone or compact Proposed Pro osed 4'8 A-20' C-9' t- 1 /2' f i Bottom THI=8.0 r B--37' I D-.5' F "High Groundwater is believed DESIGN DATA to be at Elev. 2.0 (NAVD88) (Which=3.0 NGVD29) OFFICE/RETAIL: 1460 S.F. GARBAGE GRINDER: No CALCULATED CAPACITY: 109.5 GPD (1460 S.F./1000 S.F. X 75 GPD -109.5 GPD) REQUIRED CAPACITY: (MIN.) 200 GPD ' SEPTIC TANK: 1500 GAL. - BOTTOM LEACHING AREA: 96 SF [(2' X 24') + (2' X 24')] SIDE LEACHING AREA: 208 SF [2(2'+ 24') + 2(2'+ 24') X 2' DEEP)] DESIGN CAPACITY: 225 GPD [(96 SF + 208 SF) X .74 GPD/SF] NOTE: FARCELS 80 & 81 ARE IN PROCESS OF BEING COMBINED. SEPTIC DESIGN COVERS BOTH BUILDINGS. PLAN IS A VALID COPY ONLY IF IT BEARS RIGNAt-&ZD STAMR AK SIGNATURE. j0 OF Mtiss �PVK�r41,1s- RONALD�,n r RONALD JAMES `� �o JAMES CADILLAC CADILLAC # 1060 -O,p # 35779 FG/ST ERGO ! O�ESS\�? SANI TAF\PN Zll�,l gtio SURVEY HEALTH AGENT APPROVAL DATE LEACH AREA USE 2 STONE TRENCHES SET 6' APART EACH TRENCH 2' WIDE AND 2' DEEP AN LAY PERFORATED PIPE DOWN CENTER OF EACH TRENCH PITCHED AT 1/16" PER F1` CAP ENDS OF PIPES. II NOT TO SCALE LOCATION MAP TEST HOLE 1 TH (inches) EI L7 Fill 15:0 B layer 10yr 6/8 loamy sand 14.0 C layer 2.5y 6/6 med. coarse sand Permit valid for REPAIR t)hSF'11I'IC SYS'f I:M11 ONLY; due to State and Lural se"tit' variances. Board of I lealth review and :ygmoval� ie required for any future additionslrcnu,;, lions/� Iteration, to sewage facilities and/or stL-uclures/dsv,,ll ing, Vartnouth Ifeallll Departs lent / A P P R 0 V E I iie eCl� SITE PLAN FOR JANE DIOS 1361 & 1363 BRIDGE STREET, S. YARMOUTH, MA FEBRUARY 9, 2015 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.0 PROFESSIONAL LAND SURVEYOR & REGISTERED SANT P.O. BOX 258 WEST YARMOUTH, MA 02673 (•2014 BY R.J. CADILLAC (508) 775-9700 ARIAN PAGE 1 OF 1