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HomeMy WebLinkAboutEngineered Plan - 2015ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. N N 0 z z a J a (3 i N/F� CASEY THIRD BEDROOM OPTION RAISE LEACHING BY ONE FOOT(BC LAYER PERC'D SO NO REMOVAL NEEDED). INSTALL A 2 COMPARTMENT MONOLITHIC H-10 1500 GALLON TANK WITH A 500 GALLON 2ND COMPARTMENT FOR AN ORENCO SCREENED PUMP VAULT (PVU68-1819). CALL R.J.CADILLAC FOR ORENCO PUMP MODEL & FLOAT SETTINGS. N /F MONTGOMERY BENCH MARK --CORNER OF CONC. SKIRT=13.15 NAVD88 2.9 LOT 59 x 13.1 ,3 12,990±S.F. X12.8 N /F DONOVAN .-. 13.1 LEGEND TH 1 TEST HOLE LOCATION, NUMBER r-- WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) 4:. 4' GAS LINE MARKINGS x 9.5 x83 M I M �--- m Sp 13.5 i UTILITY POLE (IF SHOWN) ILA EXISTING DRAINAGE CATCH BASIN i. I 3, 0S L 16' _. F \. Exist. C.1. BENCH MARK --TOP TAG BOLT HYDRANT 1939= 16.31 NAVD88 L4kj ® 12.93 x 12.70 �x 12.44 V x 14.3\ 12,� 14,1 13,8 \ 13,6 x 4 11, 38 , x 14. /Cx 13.7 � 11,8 11.5 .0 x 13.5 113.6 /� 13,0 \ 13.92± 3.119 2 x 11,3 3. 13J 13,3 � \ Top Foundation \ / Gh 1/"� o. . 2 \ .::�:::::'�.; •. � :..: 13.5 � 7 ::r• •:: • / •:. ^/� x 12. 4 /I �� .. 13.5 x 13,1 10,91 10.601 11.32 ,2 112 10,4 }:. , 13,5 /� x 12. \ ;k` 3.0 `\ ':• :. I- - 1 12.8 x 11.A �p 9,95 •\12.8�i `N°o o ��\..... \\ �`'r`�; x 12�A1 \939 11.9 x 9,88 r t p 3$3,1\ 32 / 13�C� �a�e 1�� ��\ 12 7 c 10 x V.6 13,3V- 13.5 SN �.'"1 \10 11, 10,71 .05 \ X 13.2 j .'�� j u .6 13.4 x 13.4 r x 12,9 A-'12.4 x 13.7 F'I/oma: 13.7 E.3 f 13.8 k 4 4.1 14 14,8 x 14,5 TH 1 ,IZ ••13,5 5� x 13.3 N /F DOWD KIT. I I BDRM NOTES Brown.dwg 1. LOCUS IS A.M. 24, PARCEL 98. FB31 /07 FB31 /07 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON VERTCOM. 3. HOUSE AND SEPTIC ARE IN FLOOD ZONE X(0.2% CHANCE) ON FIRM 0588J DATED JULY 16, 2014. 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-- 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). 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. TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 13.5 A layer 10yr 2/2 sandy loam B layer 1Oyr 4/6 loamy sand BC layer 10yr 6/6 loamy fine sand C layer 2.5y 6/4 med. fine sand observed_water LEGEND TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G GAS LINE MARKINGS x 9.5 x83 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR �--- PROPOSED CONTOUR GEOLOGIC MAP(1986): UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) TH 1 ,IZ ••13,5 5� x 13.3 N /F DOWD KIT. I I BDRM NOTES Brown.dwg 1. LOCUS IS A.M. 24, PARCEL 98. FB31 /07 FB31 /07 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON VERTCOM. 3. HOUSE AND SEPTIC ARE IN FLOOD ZONE X(0.2% CHANCE) ON FIRM 0588J DATED JULY 16, 2014. 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-- 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). 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. TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 13.5 A layer 10yr 2/2 sandy loam B layer 1Oyr 4/6 loamy sand BC layer 10yr 6/6 loamy fine sand C layer 2.5y 6/4 med. fine sand observed_water S=1 /4"/ft 9" cover ® Fllter Cloth Proposed S=1 /4"/ft S=1 /8"/ft _��� 3" Max. 98" j Invert 11.26 1500 Gal. min. /��� j Inspection Port Proposed Septic Tank I 3.8 108" 6.7 Bottom \ 10.4 j Invert 10.93Invert 10.72 4' Bottom 6" Stone or compact Proposed Proposed i 4 i- 5'-i--- 21' 4'-1'- I I I I I I C I 4' DESIGN DATA BEDROOMS: 2 GARBAGE GRINDER: No REQUIRED CAPACITY: 330 GPD SEPTIC TANK: 1500 GAL. EFFECTIVE BED LEACHING AREA: 496.6 SF 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 21 UNITS X 23.65 SF/UNIT=496.6 SF(EFFECTIVE) DESIGN CAPACITY- 367 GPD [(496.6 SF) X .74 GPD/SF] 1.1' USGS Adjustment March 2015 Observed Water=5.3 LEACH AREA (SEE MODIFIED APPROVAL FOR GENERAL USE --REV. 01/11/2011) EXCAVATE A 8'-6" BY 35' LEACH AREA, AS SHOWN. USE 21 ARC36LP (3.8 INCH INVERT) CHAMBERS SET IN 3 ROWS USE FILTER CLOTH OVER UNITS. BACKFILL TO TOP OF UNITS WITH CLEAN SAND FROM A GRAVEL PIT, OR VIRGIN C LAYER FROM SITE MAY BE USED IF IT CAN BE KEPT CLEAN AND FREE OF TOP AND SUBSQII 12.7 11.3 5.3 rw lPermit valid for REPAIR OP' SEI1'1IC SYSTEM Irl ONLY; due to State and Local septic variances. LVRM BDRM Board of health review and approcal is required for 1" any future additions/renu.:,tionsialterations to MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 2 sewage facilities and/or structureskls%elhng. �, 1. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). Yarmouth H,eal(h Department FLOOR PLAN 310 CMR 15.212.APr ����rL;� NOT TO SCALE I� SITE PLAN FOR rYame Date THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN oRIG��h R. / STI IPDA% IG(�/nTr E. RAYMOND J. & ELIZABETH S. BROWN kA OF AfASSgC ��ZN OF MgsSgo ti RONALD yGw RONALD JAMES o JAMES CADILLAC > i' CADILLAC # 1060 # 35779 0 0 �FGISTEFL� { !9 cEss�� OQ 8 NITAR�PN SURVEY HEALTH AGENT APPROVAL DATE LOT 599 TEST HOLE DATE: April 22, 2015 6" NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator ARE PROPOSED WITNESSED BY: Amy Von Hone, RS, CHO 10' 1"=20' PERC RATE: <2'-00"/inch (BC layer) SOIL SURVEY(1993): Carver coarse sand 0 Invert 11.83 GEOLOGIC MAP(1986): Harwich outwash plain deposits w Existing 26' Invert 11.68± Invert 11.01 21 ADS ARC36LP CHAMBERS Exist. C.1. Proposed Invert 10.76 Use Gas Baffle Proposed Top Units=11.07 S=1 /4"/ft 9" cover ® Fllter Cloth Proposed S=1 /4"/ft S=1 /8"/ft _��� 3" Max. 98" j Invert 11.26 1500 Gal. min. /��� j Inspection Port Proposed Septic Tank I 3.8 108" 6.7 Bottom \ 10.4 j Invert 10.93Invert 10.72 4' Bottom 6" Stone or compact Proposed Proposed i 4 i- 5'-i--- 21' 4'-1'- I I I I I I C I 4' DESIGN DATA BEDROOMS: 2 GARBAGE GRINDER: No REQUIRED CAPACITY: 330 GPD SEPTIC TANK: 1500 GAL. EFFECTIVE BED LEACHING AREA: 496.6 SF 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 21 UNITS X 23.65 SF/UNIT=496.6 SF(EFFECTIVE) DESIGN CAPACITY- 367 GPD [(496.6 SF) X .74 GPD/SF] 1.1' USGS Adjustment March 2015 Observed Water=5.3 LEACH AREA (SEE MODIFIED APPROVAL FOR GENERAL USE --REV. 01/11/2011) EXCAVATE A 8'-6" BY 35' LEACH AREA, AS SHOWN. USE 21 ARC36LP (3.8 INCH INVERT) CHAMBERS SET IN 3 ROWS USE FILTER CLOTH OVER UNITS. BACKFILL TO TOP OF UNITS WITH CLEAN SAND FROM A GRAVEL PIT, OR VIRGIN C LAYER FROM SITE MAY BE USED IF IT CAN BE KEPT CLEAN AND FREE OF TOP AND SUBSQII 12.7 11.3 5.3 rw lPermit valid for REPAIR OP' SEI1'1IC SYSTEM Irl ONLY; due to State and Local septic variances. LVRM BDRM Board of health review and approcal is required for 1" any future additions/renu.:,tionsialterations to MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 2 sewage facilities and/or structureskls%elhng. �, 1. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). Yarmouth H,eal(h Department FLOOR PLAN 310 CMR 15.212.APr ����rL;� NOT TO SCALE I� SITE PLAN FOR rYame Date THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN oRIG��h R. / STI IPDA% IG(�/nTr E. RAYMOND J. & ELIZABETH S. BROWN kA OF AfASSgC ��ZN OF MgsSgo ti RONALD yGw RONALD JAMES o JAMES CADILLAC > i' CADILLAC # 1060 # 35779 0 0 �FGISTEFL� { !9 cEss�� OQ 8 NITAR�PN SURVEY HEALTH AGENT APPROVAL DATE LOT 599 47 PAMET 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 ,,.