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HomeMy WebLinkAboutEngineered Plan - 2005ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. N /F TOWN OF YARMOUTH:-_t7nv O 2 0. � o0r E 9.q BENCH MARK --TOP OF TOWN 6536 -D,3 BOUND= 20.60 ASSIGNED 20 xk a� 3 HB (24' OFF NEAR CORNER APARTMENT) � �8 5 \ '93: 3.5 I � 1 REMOVE ANY CLOGGED SOIL AND STONE WITHIN 5' OF NEW LEACHING AND REPLACE WITH CLEAN SAND /VO i 20.1 '0 0.5 �J 20,18 14, 305± S. F. :. 2023 x 2 .2 co N 6 o_ n a0 d- ao a N /F CARON 7�O ;..C3:... 20,4 ►:: -A FLOOR PLANS ". X0.1 MILLERI.DWG ' .. 20.08 202 1. 20.2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,--6--- 2. Ln PROPOSED CONTOUR 0 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986. 0 - 20,2 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) :,.:. 5. o . .........''::.. 6. to N M p,�N S o� INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".OLO o, Apt. o IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW BENCH MARK --TOP WOOD STAKE 2 SET FLUSH = 20.30 ASSIGNED (11. OFF NEAR CORN. CARP. 24. OFF NEAR CORN. HOUSE) Bath 1 ST FLOOR x 20.2 20,3 20.12 :.:.. 20.15 � Z i t -A 'O y 0,2 0 20,3 7. p ? O x 20.1 O y x 20.3 N/F AURTHUR \ 19.9 :.::.20.3:.:' . 20.4 x 20.2 9,9 20.3 20,4 \ 20.0 <v 9,8 � O = n/ 21.03 \ 2100. 21.0 A20.2 2n,�; / 83.2$ � � E • 2 i20 �A - 2 P � 20.6 0 MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 6 1/2' (3.5' PROVIDED). 310 CMR 15.211 (1). 2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). 310 CMR 15.212. 3. NO RESERVE AREA IS SHOWN. 310 CMR 15.248. LEGEND NOTES NUI 1U FLOOR PLANS ". WATER LINE MARKINGS MILLERI.DWG SCALE NOT TO SCALE 1. LOCUS IS A.M. 50, PARCEL 151. EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,--6--- 2. ELEVATIONS SHOWN ARE ASSIGNED. PROPOSED CONTOUR 0 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986. 4 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. - Eff. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. M p,�N S 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".OLO o, Apt. 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW L Q D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. ��J 3 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. Kitch. BUILD UP COVERS WITHIN 6" OF GRADE: 2 ON TANK, 1 ON D -BOX, 2 ON LEACH. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP °0 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, Gar.N Stor. 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). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. Bath 1 ST FLOOR x 20.2 20,3 20.12 :.:.. 20.15 � Z i t -A 'O y 0,2 0 20,3 7. p ? O x 20.1 O y x 20.3 N/F AURTHUR \ 19.9 :.::.20.3:.:' . 20.4 x 20.2 9,9 20.3 20,4 \ 20.0 <v 9,8 � O = n/ 21.03 \ 2100. 21.0 A20.2 2n,�; / 83.2$ � � E • 2 i20 �A - 2 P � 20.6 0 MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 6 1/2' (3.5' PROVIDED). 310 CMR 15.211 (1). 2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). 310 CMR 15.212. 3. NO RESERVE AREA IS SHOWN. 310 CMR 15.248. 0 TEST HOLE DATE: October 25, 2005 12" M. BdRm NO GRADE CHANGES PERFORMED BY- Ron Cadillac, Soil Evaluator WITNESSED BY- Lynn Mulkern, RS 1 ARE PROPOSED PERC RATE: <2'-00"/inch (C layer) L SOIL SURVEY(1993): Carver coarse sand 34" GEOLOGIC MAP(1986): Harwich outwash plain deposits 2 Invert 16.77± 8 CONTACTOR 100'S 48"a - Existing Invert 16.10 Use Extra Stone Kitch. Use Gas Baffle / 52" 26" cover Proposed 17,3 f L ------------Top Peastone - Existing S=1 /8"/ft+ 4" Inspection Inverts 17.02± 1500 Gal. Ports (2) Existing Bath Septic Tank 125" l 611 LvRm � 132" Invert 16.27 Invert 16.10 15.6 BdRm '6" Stone or Compact Proposed Proposed i 4 Bottom > -O-i EI.=11.6 2ND FLOOR A layer 10yr 3/3 sandy loam B layer 7.5yr, 4/6 sandy loam C1 layer 1Oyr 6/6 loamy med. sand C2 layer 2.5y 6/4 med. coarse sand __observed water _ 10.1 9.5 m0 1.5' of 2.7' USGS Adjustment DESIGN DATA CD Using MASH29-Sept. 05 - Zone B* Locus is near zone A, about 800' from zone A boundary. Observed Water=10.1 FYI -We are on same benchmark as 1997 DM plan -They had BEDROOMS: 5 EI 11.7 as full adjustment. _------- --GARBAGE--GRINDER: �- - -_ --No----- ,..-_- - -- _ _-<v-- _ _--, _ - - ---=EEACH SEA REQUIRED CAPACITY: 550 GPD i SEPTIC TANK: 1500 GAL. USE 8 CONTACTOR 100'S SET 5.5' APART BOTTOM LEACHING AREA: 737 SF WITH D -BOX IN MIDDLE AND 4' STONE ALL [(67' X 11')] AROUND FOR AN 11' BY 67' BY 6" DEEP SIDE LEACHING AREA: 78 SF LEACH AREA. [2(11'+ 67') X 0.5' DEEP)] DESIGN CAPACITY: 603 GPD LEACHING SUBSTITUTION NOTE [(737 SF + 78 SF) X .74 GPD/SF] 1997 PLAN CALLED FOR STANDARD INFILTRATORS, YET CALCULATED SIDE AREA USING 11" INVERT FOR HI -CAP INFILTRATORS. IF 6 STANDARD INFILTRATORS (6 1/2" INVERT HEIGHT) WERE INSTALLED THESE CAN BE REUSED TO SAVE MONEY. USE 5 INFILTATORS ON EACH SIDE SET 30" APART IN CENTER, WITH APPROX. 4' STONE ON SIDES AND 1' ON ENDS TO MAKE A 67' X 11' X 6 1/2" DEEP LEACH AREA. THIS WILL PROVIDE A 1.46' GROUNDWATER ADJUSTMENT. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. Iul e-- C--, )o DC7. V HEALTH AGENT APPROVAL DATE SITE PLAN FOR G �IR0��D NOV p c ?ons DAVID P. 8c SANDRA M. MILLER 112 OLD MAIN STREET, SOUTH YARMOUTH, MA. OCTOBER 26, 2005 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 ©2005 BY R.J. CADILLAC PAGE 1 OF 1 LEGEND HB 1 HAND BORING LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) 6 GAS LINE MARKINGS x 9.5 , $,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,--6--- EXISTING CONTOUR 8- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) 0 TEST HOLE DATE: October 25, 2005 12" M. BdRm NO GRADE CHANGES PERFORMED BY- Ron Cadillac, Soil Evaluator WITNESSED BY- Lynn Mulkern, RS 1 ARE PROPOSED PERC RATE: <2'-00"/inch (C layer) L SOIL SURVEY(1993): Carver coarse sand 34" GEOLOGIC MAP(1986): Harwich outwash plain deposits 2 Invert 16.77± 8 CONTACTOR 100'S 48"a - Existing Invert 16.10 Use Extra Stone Kitch. Use Gas Baffle / 52" 26" cover Proposed 17,3 f L ------------Top Peastone - Existing S=1 /8"/ft+ 4" Inspection Inverts 17.02± 1500 Gal. Ports (2) Existing Bath Septic Tank 125" l 611 LvRm � 132" Invert 16.27 Invert 16.10 15.6 BdRm '6" Stone or Compact Proposed Proposed i 4 Bottom > -O-i EI.=11.6 2ND FLOOR A layer 10yr 3/3 sandy loam B layer 7.5yr, 4/6 sandy loam C1 layer 1Oyr 6/6 loamy med. sand C2 layer 2.5y 6/4 med. coarse sand __observed water _ 10.1 9.5 m0 1.5' of 2.7' USGS Adjustment DESIGN DATA CD Using MASH29-Sept. 05 - Zone B* Locus is near zone A, about 800' from zone A boundary. Observed Water=10.1 FYI -We are on same benchmark as 1997 DM plan -They had BEDROOMS: 5 EI 11.7 as full adjustment. _------- --GARBAGE--GRINDER: �- - -_ --No----- ,..-_- - -- _ _-<v-- _ _--, _ - - ---=EEACH SEA REQUIRED CAPACITY: 550 GPD i SEPTIC TANK: 1500 GAL. USE 8 CONTACTOR 100'S SET 5.5' APART BOTTOM LEACHING AREA: 737 SF WITH D -BOX IN MIDDLE AND 4' STONE ALL [(67' X 11')] AROUND FOR AN 11' BY 67' BY 6" DEEP SIDE LEACHING AREA: 78 SF LEACH AREA. [2(11'+ 67') X 0.5' DEEP)] DESIGN CAPACITY: 603 GPD LEACHING SUBSTITUTION NOTE [(737 SF + 78 SF) X .74 GPD/SF] 1997 PLAN CALLED FOR STANDARD INFILTRATORS, YET CALCULATED SIDE AREA USING 11" INVERT FOR HI -CAP INFILTRATORS. IF 6 STANDARD INFILTRATORS (6 1/2" INVERT HEIGHT) WERE INSTALLED THESE CAN BE REUSED TO SAVE MONEY. USE 5 INFILTATORS ON EACH SIDE SET 30" APART IN CENTER, WITH APPROX. 4' STONE ON SIDES AND 1' ON ENDS TO MAKE A 67' X 11' X 6 1/2" DEEP LEACH AREA. THIS WILL PROVIDE A 1.46' GROUNDWATER ADJUSTMENT. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. Iul e-- C--, )o DC7. V HEALTH AGENT APPROVAL DATE SITE PLAN FOR G �IR0��D NOV p c ?ons DAVID P. 8c SANDRA M. MILLER 112 OLD MAIN STREET, SOUTH YARMOUTH, MA. OCTOBER 26, 2005 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 ©2005 BY R.J. CADILLAC PAGE 1 OF 1