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HomeMy WebLinkAboutEngineered Plan - Rev. 2015ALWAYS DIG SAFE PRIOR TO CONSTRUCTION UTILITY LOCATIONS SHOWN INCOMPLETE. BENCH MARK--S.W. CORNER OF BOTTOM STEP = 52.42 ASSIGNED N /F MURPHY N/F BLAZIS S 82'54'15" a��i5, ,�E 0.1 J 49•O� ;?J) 0 ; 3 G _`'1 ,2 pIRTS-PARKING � 49'9g DRIVE 7 VED7. SS° I 501 i m i >�•S Cn ° i fCTt i 51.1 z Z G ' 1 O 0 N /F NELSON Z rs � /_Ij W W cz _ J x 5 "� 52.5 £ �!! 49 •g6 0 LOT 84 013a-0711- °.1, 51.1 - (7) 10� 099±S.F. X0.3 �o � �i fr1 5 � 41 !0 4 �O� 5�' I � y �-- X 52 4 10`V .rte- -� x X 51• __- � -� nge Lin 29 v'_5" ` u' i / 52 i't 4) tu, T 1 �9•`� 50.4 O '5'509 ' � 7.33' / 4 N 82'54'15" E W -_- �!_W MOCK NGH���\ BENCH MARK --TOP OF WOOD STAKE= 51.34 ASSIGNED (13'-2" TO HOUSE CORNER) BDRM BATH BATHI KIT J GAR* BDRM TBDRM I LVRM FLOOR PLAN NOT TO SCALE *STAIRS TO BASEMENT MAY BE IN KITCHEN REDUCE GRADE BY 7" WHERE SHOWN I 53.43± Top Foundation i BENCH MARK --TOP MAG.' NAIL IN PAVEMENT=50.00 ASSIGNED 50,00 Invert 22.40 Existing TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 50.4 Fill E layer 10yr 4/2 loamy sand B layer 1Oyr 5/8 loamy sand C layer 10yr 6/6 coarse sand no water TEST HOLE DATE: February 13, 2015. 9' PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO 12' PERC RATE: <2'/inch (C layer) SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits 33' 9L Invert 48.30 2500 GALLON DRY WELLS 48'0 a -- ExistingInvert 47.03 Use Gas Baffle Top Units=47.8 9" min. cover Proposed Top Peastone/Filter Cloth=47.4 ----------�L ,-+,n _ I S=1/2"/ft /8 ,>/ ,6" Max. S=1 ----I--{ Existing ft 1000 Gal. i min. i Septic Tank Invert 46.9 Invert 47.20 Proposed 6" Stone or compact Proposed 5 I ' 37' I I I_I 3 DESIGN DATA BEDROOMS: LEGEND TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G--- GAS LINE MARKINGS x 9.5 50x4 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) `14 5. EXISTING CONTOUR 8- 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. 7/15/15 --LEACHING & WATER MAIN REDUCE GRADE BY 7" WHERE SHOWN I 53.43± Top Foundation i BENCH MARK --TOP MAG.' NAIL IN PAVEMENT=50.00 ASSIGNED 50,00 Invert 22.40 Existing TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 50.4 Fill E layer 10yr 4/2 loamy sand B layer 1Oyr 5/8 loamy sand C layer 10yr 6/6 coarse sand no water TEST HOLE DATE: February 13, 2015. 9' PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO 12' PERC RATE: <2'/inch (C layer) SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits 33' 9L Invert 48.30 2500 GALLON DRY WELLS 48'0 a -- ExistingInvert 47.03 Use Gas Baffle Top Units=47.8 9" min. cover Proposed Top Peastone/Filter Cloth=47.4 ----------�L ,-+,n _ I S=1/2"/ft /8 ,>/ ,6" Max. S=1 ----I--{ Existing ft 1000 Gal. i min. i Septic Tank Invert 46.9 Invert 47.20 Proposed 6" Stone or compact Proposed 5 I ' 37' I I I_I 3 DESIGN DATA BEDROOMS: NOTES GARBAGE GRINDER: - Moulton.dwg N 1. FB30 80 SB13 66 LOCUS IS A.M. 76, PARCEL 191. / / 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS OUTSIDE FLOOD ZONE X (0.2%) ON FIRM PANEL 586J DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) `14 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 0 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. O 7. M INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW a D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. CL 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, 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. REDUCE GRADE BY 7" WHERE SHOWN I 53.43± Top Foundation i BENCH MARK --TOP MAG.' NAIL IN PAVEMENT=50.00 ASSIGNED 50,00 Invert 22.40 Existing TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 50.4 Fill E layer 10yr 4/2 loamy sand B layer 1Oyr 5/8 loamy sand C layer 10yr 6/6 coarse sand no water TEST HOLE DATE: February 13, 2015. 9' PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO 12' PERC RATE: <2'/inch (C layer) SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits 33' 9L Invert 48.30 2500 GALLON DRY WELLS 48'0 a -- ExistingInvert 47.03 Use Gas Baffle Top Units=47.8 9" min. cover Proposed Top Peastone/Filter Cloth=47.4 ----------�L ,-+,n _ I S=1/2"/ft /8 ,>/ ,6" Max. S=1 ----I--{ Existing ft 1000 Gal. i min. i Septic Tank Invert 46.9 Invert 47.20 Proposed 6" Stone or compact Proposed 5 I ' 37' I I I_I 3 DESIGN DATA BEDROOMS: 3 GARBAGE GRINDER: - No I REQUIRED CAPACITY: 330 GPD EXISTING SEPTIC TANK: 1000 GAL. BOTTOM LEACHING AREA: 319 SF 29' X 11' SIDE LEACHING AREA: 160 SF [(29' + 11') 21 X 2 DESIGN CAPACITY: 354 GPD [(319 SF +160 S.F.) X .74 GPD/SF] 1. VARY LEACH AREA VARY LEACHING TO 310 CMR 15.211 (1). JMf LIHINUr_ /ArrKUVALJ Kt.WUtJ ILU: PROPERTY LINE BY UP TO 6' (4' MIN. PROVIDED). 3EMENT BY UP TO 2' (18'+ PROVIDED) DESIGN NOTE: RESERVE AREA REQUIRES NO !VARIANCE, BUT IS HARD TO REACH WITH LARGE TREE AND H-10 TANK IN WAY. i I THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP ANb SIGNATURE. Rt?INI.ALD RONALD � `�' JAMES <' JAMES J�� cx AD6LLAG "'p `' " CADILLAC t 060,Ll :5779 w �QISTFR� gg `,-� C3 8S1Q A L '1T,Afttf � L ��D 8URV ° HEALTH AGENT APPROVAL 1^ ^ IU/cW//_ I DATE 4" 126" 44.9 Bottom Level LEACH AREA SET 2 500 GALLON DRY WELLS 4' APART WITH 4' OF STONE ON THE ENDS -AND 3' OF STONE ON THE SIDES, TO MAKE A 29' X 11' X 2' DEEP LEACH AREA. Permit valid for REPAIR OF SEPTIC SYSTEM ONLY; clue to State and Local septic variances. Board. of health review and approval is required for any future additions/reu4,v;itiotts/alterations to sewage facilities.and/or structures/dwelling. Yarmouth ffealf'h 1ielyarttttent AI'1"R0V ED/ S � N me Date SITE PLAN FOR PATRICK & DORI MOULTON LOT 849 1 FLICKER LANE, WEST YARMOUTH, MA MAY 19 2015 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2015 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 47.6 39.9