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HomeMy WebLinkAboutEngineered Plan - 2016ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. M a_ 0 BDRM h LVRM Y 0 - 0 M BDRM I KIT. a a)] QB) �,28 1 19.74 19.85 BENCH MARK --TOP S.W. CORN. 19'94 CONC. BULKHEAD=21.57 ASSIGNED / 0 20.00 /19.87 JOB N0. Y16-14 NOTES Binnall.dwg C 1. LOCUS IS A.M. 60, PARCEL 136. FB32/10 SB14/12 n Ra' C01 2. ELEVATIONS SHOWN ARE ASSIGNED. Pair°�'e � 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014. 9- 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. a BDRM BDRM 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. NOT TO COVERS: BUILD UP COVERS TO WITHIN 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 2 ON LEACHING SCALE 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. r -LO -CATION MAP 1 ST FLOOR 2ND FLOOR 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 EXISTING FLOOR PLAN IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 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. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. O 5 NO GRADE CHANGES TEST HOLE DATE: June 23, 2016 91, PERFORMED BY- Ron Cadillac, Soil Evaluator ARE PROPOSED WITNESSED BY: Amy Von Hone, RS, CHO U BENCH MARK --TOP, BACK, CENTER PERC RATE: <2'-00"/inch (B layer) 26"( SEPTIC TANK=19.30 ASSIGNED SOIL SURVEY(1993): Carver coarse sand \ 22181 GEOLOGIC MAP(1986): Harwich outwash plain deposits 30" / .52 \ 20.30 Top Foundation 20'7 �x` 20,02 Invert 17.96 16 ADS ARC36 HC CHAMBERS x 20.4 Existing Top Units A=18.19 / 9.86 �` Use Gas Baffle Invert 17.76 / ��\ Proposed Top Units B=18.13 / �� �\ 9" min. cover ® Filter Cloth R= <0\ O a ��\ S=1�4"�ft 3" Max. O,1 \ \�%>\ \\\ '_----__-- Existing S=1/8"/ft �/ / > I 1000 Gal. I j L Inspection Port x 21.0 20,6 � \ \' �� �\\ � Septic Tank i min. t ____ --- ___ `� � 10 75" 124" 20. 19.8 18.0 / �� �� �\ LOT B 8 < � \---------- Inv.A 17.76 T6.86 O / 20,7 � ��' � �� Inv.6 17.70 16.8 C\\0 a� 20,?� „ Invert 17.93 Proposed Bottom ,0.,15 9 9 54± S. I . ��,>\\ 6 Stone or compact Proposed i 6.6 min. $O OD \ 20,6 I ��� ��\I"--6,--I Bottom TH1=10.2 82 O LL .. 20,9 N x3 x X0.5 TH 1oo.os�<,� DESIGN DATA _ \ - E _- - E 20.5 x 20. .. ��r' 00.9 �\ 30 ��, _ E x 21.1 \r\0 ,� BEDROOMS' 4 20.4 �. 20.75 - 2.4 Ar ::20 7- f -TRENCHES, - 0 -- �_ -- - - �\ \ Z _ GARBAGE GRINDER:- - - No- - - - < 2 .4�G� ` 4'L0 �G REQUIRED CAPACITY: 440 GPD PROVIDE TWO 40' LONG BY 34.5" WIDE s� ��%� 1.6 EXISTING SEPTIC TANK: 1000 GAL BY 10.75" DEEP LEACHING TRENCHES > �� �s 21.1 \3 EFFECTIVE TRENCH LEACHING AREA: 623.2 SF USING 16 ARC36 HC CHAMBERS, AS SHOWN. \ �\ 21.00 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT of O' �M 2G 5 '{. ,�'2L3 21,5 \ - 16 UNITS X 38.95 SF/UNIT=486.8 SF(EFFECTIVE) CONC. PAD 0 F \ \mss �y 1 \ DESIGN CAPACITY. 461 GPD 1? � `' .. / �2?2.1 \ [(623.2 SF) X .74 GPD/SF] 0 �� X20.62 5" . G 1 r' `- \ y \o A 29' „ : ��\ 21.4 I r' ` 1 22.1 21.05 B 2 .5 t1 21'-6 \ '20.81 A N/F 20,..... . 2 3?s �E x''15 MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: WRISLEY f �,`� ��" S�°2o,9 20.7 , \ �j \ 20,8 1. VARY LEACHING TO LOT LINE BY UP TO 5. \ \t�, 0 20.6 , N /F �-y- 0. 1 20.6 BARON 5, \ � 20.5 x 20,7 . T 1 LEGEND TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS (AS -BUILT) E OVERHEAD ELECTRIC WIRES (IF SHOWN) x 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,-6_` 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) VARY RESERVE AREA TO FOUNDATION BY 3' 310 CMR 15.211(1). THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN;QRf RED STAMP�Dk SIGNATURE. ZN of Mg8S9cy �.J �A of MASS RONALD %p RONALD o`s JAMES -`, o JAMES CADILLAC C' 'r " CADILLAC # 1060 � # 35779 ��c / S T EREO 4 o"', �S S'o� 0 Q- SgNITA01 qN0 SURVEY HEALTH AGENT APPROVAL DATE Permit valid for REPAIR OF SEPTIC SYSTEM ONLY, d6e to State and I oval septic variances. t Board. of Health review and approval is required for any futiire ad(litions/ecnus ations/o-ilterations to sewage facihties.and/or structures/dwelling. .Yarmouth Ilealtb Department APPROVE: ` LU o a ����L�/ 1c� A car W ain Date o 0 N _ LU qJ W SITE PLAN L FOR MICHAEL A. BINNALL LOT B, 25 GENEVA ROAD, S. YARMOUTH, MA JULY 18, 2016 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAGE 1 OF 1 ©2016 BY R.J. CADILLAC