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HomeMy WebLinkAbout83-1842ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. JOB No. Y-08-28 EEK MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: NOTES Wetherbee3.dwg ROU)F ` (TIDAL) CR 1. NO RESERVE AREA IS SHOWN. 310 CMR 15.248. 1. LOCUS IS A.M. 29, PARCEL 206 & 207. ?8 M1 I L - _ -•7- - - - - �� 5 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM 20. 1 L �E _ _ _ _ 3. LOCUS IS IN FLOOD ZONES A9, B & C ON FIRM DATED JULY 2, 1992. gr of Sal{ M, 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) °ofor° 'load, / N F `F\ 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 3°� RO Edge I,I / � 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. _ g�rk '�8'� MACKEY , 'Z _ 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". a 8 5 0 D -BOX OR MORE EXIT PIPES LINES, BE LEVEL FOR FIRSTTER TEST XTWOFOR EQUAL FLOW FEET. - y� joP�✓Fp.,. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO y'i31 PROPOSED SILT FENCE - 8.2 COVERS• BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK 1 OND BOX 1 ON SCALE / / / X14.0 i WORKLIMIT 9.3 _ to at0 °pJec N/F PATCHV�f �4 ' Fn Ff �: rot 5 s- -0 : 8, 17. 16.0 15.55 /7. \ � .�' oa�y 2c V/\\16.97 17.5 rl, \ , 9 � 16,35 \ � -- \ \\ 18,3 \.. \ - 191 \ O \ gyp, 17,64 17.97 \ /, 0 \ 9. . 16.6 AREA=1 ,51 19.1 9s.�9cFQ x 19A iH 1 L 19.3 1 \ PROP! .� 18.7=HIGH POINT \\ DRIVE IN ROAD CONC. \ \ BOUND \ 18.52 `�� '` 63 18,55 � \\��B \ BENCH MARK --TOP MAG. NAIL 18.72 O IN PAVEMENT=18.52 NGVD29 (13' CFF CONC. BOUND & 24' CFF CENTER POLE) 10.7 p'le ems- �1Gj,3 15.4' 1 LEGEND } TH 1 TEST HOLE LOCATION, NUMBER -W- EXIST. & PROP. WATER SERVICE -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) -C- GAS LINE MARKINGS . 9.5 x8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 1500 EXISTING CONTOUR -8- PROPOSED CONTOUR 2j UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 1/15/09 --MOVE HOUSE & CHANGE SEPTIC. 10.7 p'le ems- �1Gj,3 15.4' 1 0 NO GRADE CHANGES TEST HOLE DATE: October 16, 2008 g" PERFORMED BY: Ron Cadillac, Soil Evaluator / PROPOSED WITNESSED BY: Philip Renaud, Inspector 13" Of S.F. / 20.7 PERC RATE: <2'-00"/inch (C layer) SOIL SURVEY(1993): Carver coarse sand 28„ Prop. Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits a ton Invert 16.45 a �o e B \ Invert 16.90 Pro osed 2 DRY WELLS 42" Use Gas Gas Baffle Invert 15.40 H-20 Proposed H-10 S-1/4"/ft 9" min. cover 16.1=Top Units 12 :.j' X14,0.;; l- ft 15.8=Top Peastone Gj�lV' Proposed S=3 1/2"/ft S=1/8"/ft 16 -189�V \ Invert 16.70 1500 Gal. min. �, \ \ N/F Proposed Septic Tank ---------- 1 24" \ 19,2 SAKABASI T 132" 1 39 ..iii 2 191 9.3 i f :. �F - 191n 19.2 10 F tic :Ii` 3 do 06" �c 1� F BENCH MARK --TOP OF WOOD STAKE=18.87 NM29 OFF T AUM k 15 11. OFF FRONT CORN. %FD) N/F MCLARNEY 1'-4" i �� Invert 15.57 Invert 15.30 6 Stone or compact Proposed proposed 10' i- 3' 10' N DESIGN DATA LEACHING BEDROOMS: 3 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 N/F 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, SEPTIC TANK: 1500 GAL. CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 304.4 LLEWELYN 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING SIDE LEACHING AREA: 144.8 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 332 GPD [(304.4 SF + 144.8 SF) X .74 GPD/SF] LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 NO GRADE CHANGES TEST HOLE DATE: October 16, 2008 g" PERFORMED BY: Ron Cadillac, Soil Evaluator / PROPOSED WITNESSED BY: Philip Renaud, Inspector 13" Of S.F. / 20.7 PERC RATE: <2'-00"/inch (C layer) SOIL SURVEY(1993): Carver coarse sand 28„ Prop. Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits a ton Invert 16.45 a �o e B \ Invert 16.90 Pro osed 2 DRY WELLS 42" Use Gas Gas Baffle Invert 15.40 H-20 Proposed H-10 S-1/4"/ft 9" min. cover 16.1=Top Units 12 :.j' X14,0.;; l- ft 15.8=Top Peastone Gj�lV' Proposed S=3 1/2"/ft S=1/8"/ft 16 -189�V \ Invert 16.70 1500 Gal. min. �, \ \ N/F Proposed Septic Tank ---------- 1 24" \ 19,2 SAKABASI T 132" 1 39 ..iii 2 191 9.3 i f :. �F - 191n 19.2 10 F tic :Ii` 3 do 06" �c 1� F BENCH MARK --TOP OF WOOD STAKE=18.87 NM29 OFF T AUM k 15 11. OFF FRONT CORN. %FD) N/F MCLARNEY 1'-4" i �� Invert 15.57 Invert 15.30 6 Stone or compact Proposed proposed 10' i- 3' 10' N DESIGN DATA BEDROOMS: 3 GARBAGE GRINDER: No - REQUIRED CAPACITY: 330 GPD SEPTIC TANK: 1500 GAL. BOTTOM LEACHING AREA: 304.4 SF [(16' X 13')+(9' X 10.71')] SIDE LEACHING AREA: 144.8 SF [72.42' PERIMTER X 2' DEEP)] DESIGN CAPACITY. 332 GPD [(304.4 SF + 144.8 SF) X .74 GPD/SF] LEACH DETAIL 1 "=10' THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL Fill A layer 10yr 4/3 sandy loam B layer 10yr 5/8 loamy sand C layer 10yr 6/6 coarse sand no water 19.3 17.0 8.3 5' Bottom TEST HOLE 2 TH1=83 DEPTH (inches) ELEV.(feet) LEACH AREA USE 2 DRY WELLS IN AN ODD SHAPED LEACH AREA, AS SHOWN. SEE DETAIL. 0 10' 14" 30" 124" Fill A layer 10yr 3/3 sandy loam B layer 10yr 5/8 loamy sand C layer 2.5y 5/4 coarse sand no water 19.4 16.9 9.1 SITE PLAN FOR CHARLES B. WETHERBEE LOT 255 & 256, 14 BRADFORD ROAD, W. YARMOUTH, MA NOVEMBER 20, 2008 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258,,�. �{(( 'PI d .. 1E4� Psi E e.Oti WEST YARMOUTH, MA 02673 (508) 775-9700 DATE ©2008 BY R.J. CADILLAC PAGE 1 OF 11 ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. I JOB NO. Y-08-28 EEK MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: NOTES Wetherbee3.dwg Ro�� ?e CT}pA1-) CR 1. NO RESERVE AREA IS SHOWN. 310 CMR 15.248. 1. LOCUS IS A.M. 29, PARCEL 206 & 207. M' fj lL _ - _ 7- - - - - -- 4 5 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM 20. L _ 3. LOCUS IS IN FLOOD ZONES A9, B & C ON FIRM DATED JULY 2, 1992. g� --`6.2 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. UNLESS NOTED)°dfO�o Salt Ma=shn- N/F �\ \ 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 3o ROpd Ed9�{' i 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. r /8'2 M ACKEY 'Z - _ 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". ti 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW ° o{ 171005togy ' 37 -• 5.0 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. y Som SyEp. _ 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SNOT TO CALE /''13.1 PROPOSED SILT FENCE 8.2 COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING / WORKLIMIT�.3 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. -�s N/F 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOCATION MAP �\ CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. /14.8 10410 LLEWELYN 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING ;cafe 10.7 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 d 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN /� Sccled Ffroo�°n 1 3 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) N F 13 l 14 d one g� Oj 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 PATCH 15.4" I TEST HOLE DATE: October 16, 2008 9" F ^�� NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator '$'+S� 176 �. 17,9 76 15,0 14.- +0 4 "' PROPOSED WITNESSED BY- Philip Renaud, Inspector 13" 6� +0°Gs ��' AREA=1 5 OJ. J. F. 207 PERC RATE: <2'-00"/inch (C layer) F r / SOIL SURVEY(1993): Carver coarse sand 28" 0 17. S Prop. Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits a 8 cQed =//\Sc Zp P Invert 16.45 42"n 6. 8, ood �o r? Q Invert 16.90 Proposed 2 DRY WELLS ne� - 7S 17 : Use Gas Baffle Invert 15.40 H-20 O \\.0 plc �26 - 8, \\\ Proposed " 9" min10cover 16.1=Top Units 1., S=1/4 /ft H-20 '� O 'e.,- �O 12 .;j' SFO. 15.8=Top Peastone - �' - 5 4 _ro. Proposed S=3 1/2"/ft - S=1/8"/ft \ yAr... ... 16.97 17.6 �j'` m'"cf�2�;'pF SFs \ o N 16, 35 \ 18.3 \ \ X01• 191 \ \ o 17.64 iC \\\ CD h - -- \ 17.97 ^\,�8.6 \ \ 9. 9 19.3 ' 19.1 .89 fi9,2 0 194 ri 3 x 4 •iH 1 1R :, \18.8 \ PROP � J{ �' 0 \ DRIVE-- � X19.. (�10 18.7=HIGH POINT \ IN ROAD CONC. \ G\ 9� BOUND \ / �Lc \ 18.52 \� k 63 � \ 1855 \\SSS `� k \ \ S19.2 \\ V 18.. BENCH MARKTOP MAG. NAIL 18 72 0 IN PAVEMENT=18.52 NGVD29 (13' OFF CONC. BOUND do 24' OFF CENTER POLE) } TH 1 LEGEND TEST HOLE LOCATION, NUMBER -W- EXIST. & PROP. WATER SERVICE E- OVERHEAD ELECTRIC WIRES (IF SHOWN) G- GAS LINE MARKINGS 9.5 x$,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) GARBAGE GRINDER: EXISTING CONTOUR ,g-- 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) REV. 1/15/09 --MOVE HOUSE & CHANGE SEPTIC. V Invert 16.70 1500 Gal. min. N/F i Proposed Septic Tank -- -------- T 24" 19.?Q SAKABASI 1 Invert 15.57 Invert 15.305, 13.3 6" Stone or compact Proposed Proposed Bottom --10' i - 3' -i i n' i -5 -- < 10 Bottom 1H1=8.3 BENCH MARK --TOP OF WOOD m 191 i y l cq�gc��r; F 19.1n 19.2 STAKE=18.87 NGVD29 DESIGN DATA (13'-6' OFF TRAUM t 15 11' OFF FRONT o R,. S 0) BEDROOMS: 3 GARBAGE GRINDER: No N/F REQUIRED CAPACITY: 330 GPD SEPTIC TANK: 1500 GAL. MCLARNEY BOTTOM LEACHING AREA: 304.4 SF [(16' X 13')+(9' X 10.71')] SIDE LEACHING AREA: 144.8 SF [72.42' PERIMTER X 2' DEEP)] DESIGN CAPACITY: 332 GPD [(304.4 SF + 144.8 SF) X .74 GPD/SF] 1'-4" 16' LEACH DETAIL 1 "=10' THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL LEACH AREA USE 2 DRY WELLS IN AN ODD SHAPED LEACH AREA, AS SHOWN. SEE DETAIL 132" Fill A layer 10yr 4/3 sandy loam B layer 10yr 5/8 loamy sand C layer 10yr 6/6 coarse sand no water 19.3 17.0 8.3 TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 10" 14" 30" 124" Fill A layer 10yr 3/3 sandy loam B layer 10yr 5/8 loamy sand C layer 2.5y 5/4 coarse sand no water 19.4 16.9 ax SITE PLAN FOR CHARLES B. WETHERBEE LOT 255 & 256, 14 BRADFORD ROAD, W. YARMOUTH, MA NOVEMBER 20, 2008 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN �. -F r.P P.O. BOX 258 (I_ WEST YARMOUTH, MA 02673 i._�. DATE O2008 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 C