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HomeMy WebLinkAboutEngineered Plan - 2015ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. M LO 0 n z Q o_ U J BENCH MARK --TOP MAG NAIL SET IN PAVEMENT=30.00 ASSIGNED (ON APPROX. RANGE LINE HOUSE) i ®8.92 JOB NO. Y15-11 NOTES LEONARD.dwg 1. LOCUS IS A.M. 67, PARCEL 272. FB31/8 SB13/68 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X (OUTSIDE 0.2%) ON FIRM PANEL 0587J DATED JULY 16, 2014. j 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 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 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). j 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. Swift Srk.Rd 0 rn N fi CIL NOT TO SCALE LOCATION MAP HAND BORING 1 DEPTH (inches) ELEV.(feet) p 1 129.6 � 9.0029.17 NO GRADE CHANGES TEST HOLE DATE: April 27, 2015 i I PERFORMED BY: Ron Cadillac, Soil Evaluator 229.24 ARE PROPOSED WITNESSED BY: Amy Von Hone, RS, CHO 10" 30,0 \ PERC RATE: <2'-00"/inch (C layer) OR_,�= 2$• 47, \ SOIL SURVEY(1993): Carver coarse sand / 29.65 894, Invert 28.83 GEOLOGIC MAP(1986): Harwich outwash plain deposits .1;9 t 3�'4 \ 27" i 30 \ \ Top Foundation LE., PVC 20 ADS ARC 36HC 0 I 2 30.1 \ Invert 27.401 CHAMBERS „] 1 ( w 30.00 ��;� x 30.2 \29,25 Existing Invert 26.69 42 'y \ Use Gas Baffle Top Units=26:377 9" min. cover Proposed @ Filter Cloth S)\� P'�6i 9g LOT 132 �' ��7 j es 4 R 2g1 30.3 \ O Existing S=1 /4 /ft Ins' ect on Port X30.19 30.1 A "3 1 1 � 580± S. F. l sR \ Invert 27.97± 1000 Gal. S=1min. n 1� p 30.6 a �� \ \ 0 29.9 .9 \ i Existing PVC Septic Tank / v ��p. \ ---------- 10 3 4 126" 2 30.2 \ \ �� \ Invert 26.60 a \ \ 52 SFS \\HB 1 F \ i Invert 26.86 Proposed 25'7 0.0 \ \ \30.5 cs\ �'AL 9 .6 O \2912 6" Stone or compact Proposed 6' i 6.6 Bottom x 30.1 \ / \ ~ 1 0' j 27' -� N 2 Bottom TH1=19.1 \ fi• `\�j� \cam 30:x` �w 30.0 �.. �/ 23�•� ' \ 31 < 6' -\\�1G �g 0. 'D \� 2�� DESIGN DATA - LEACH AREA \ ':'• ��\S A\Q •� �' 7 �0 30.2 (SEE MODIFIED APPROVAL FOR GENERAL USE --REV. 1/11/11) o \�'�30, 3 x BEDROOMS: 2* EXCAVATE A 11'-6" BY 25' BED. USE 20 ADS ARC 36HC p 3 5 GARBAGE GRINDER: No CHAMBERS, AS SHOWN. FILTER CLOTH IS RECOMMENDED REQUIRED CAPACITY: 220 GPD OVER UNITS. BACKFILL TO TOP OF UNITS WITH CLEAN SAND `� FROM A GRAVEL PIT, OR VIRGIN C LAYER FROM SITE MAY BE 25'8 2 �J'0 EXISTING SEPTIC TANK: 1000 GAL. USED IF IT CAN BE KEPT CLEAN AND FREE OF TOP AND 29.9 30.4 EFFECTIVE TRENCH LEACHING AREA: 480 SF N�a� 30,3 �4.80 SF/LF X 5'/UNIT=24.0 S.F/UNIT SUBSOIL. p�cA. ...30'3 30.1 �0,1 I 20 UNITS X 24 SF/UNIT=480 SF(EFFECTIVE) o: 1 DESIGN CAPACITY: 355 GPD* [(480 SF) X .74 GPD/SF] LVRM BDRM \ e, o ��6 ,DO DEN 9.ca�$31,1 *LOCUS IS IN A ZONE 2 --DESIGN REQUIRES A DEED RESTRICTION N /F HENNIGAN x 29.8 N /F COYLE NI BENCH MARK --SPIKE SET DOWN ONE INCH= 30.02 ASSIGNED (6' OFF FENCE, 30'-10" OFF PORCH CORNER) N F -.3i.1.. HERRING i i i THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN I ALR D ST N IGNATURE. HEALTH AGENT APPROVAL 151.'114 KIT I > I BDRM PORC�I I FLOOR PLAN NOT TO SCALE SITE PLAN FOR SYDNEY EVA LEONARD 28.8 27.3 ipw LOT 132, 39 SWIFT BROOK RD., W. YARMOUTH, MA MAY 7, 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 LEGEND HAND BORING LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) ----- G--- GAS LINE MARKINGS 9.5 x8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �- --- EXISTING CONTOUR 8- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) 1B EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) N F -.3i.1.. HERRING i i i THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN I ALR D ST N IGNATURE. HEALTH AGENT APPROVAL 151.'114 KIT I > I BDRM PORC�I I FLOOR PLAN NOT TO SCALE SITE PLAN FOR SYDNEY EVA LEONARD 28.8 27.3 ipw LOT 132, 39 SWIFT BROOK RD., W. YARMOUTH, MA MAY 7, 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