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HomeMy WebLinkAbout83-2037 - Site Plan004403 � ,.�� JOB N0. Y15-13 6 ZONING DISTRICT. R-25 ,40 lb NOTES Brenner.dwg FRONT YARD 1 1. LOCUS IS A.M. 22, PARCEL 427 Job Folder SB13/00 SIDE YARDS 155'' J 7. 5e .44 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON TOWN MON. NO 28 AND VERTCOM. / F `b / 3. LOCUS IS IN FLOOD ZONE AE (EL. 11) ON FIRM PANEL 05$8J DATED JULY 16, 2014. *203.5 1--(7.4' + 30')/2=18.7' // \ 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)°y cP LONG STANDING POIJCY--A CORNER LOT HAS 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. ° e TWO FRONT YARDS AND 2 SIDE YARDS / �vJ 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 R0" T° ROOF RUN OFF TO BE TO STONE // / 7.5 X.4 6.59 O D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. NOT TO e4 TRENCHES OR DRY WELLS. / / / 7 7,2 \F \ 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE `� / COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 1 ON LEACHING F YO 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 - 6 6\4 / 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 TEST HOLE 1 68 / 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, 7� O \ / DEPTH (inches) ELEV.( 6.60 / � / 5.76 AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. p g•1.1 // �d� / 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. BENCH MARK --TOP MAG. NAIL / // / pQ / � •✓5� � Fill IN PAVEMENT=6.07 NAVD88 // /� 7.0 QO� O �� /�. ,loo / \\ 106 TEST HOLE DATE: September 2, 2015 (Reported from pit) g4� 96 O� %^b' o0 6 \ Top Slab ®Drive PERFORMED BY: Ron Cadillac, Soil Evaluator 60" 0�G / / / \ Top Slab ® Decks WITNESSED BY. Amy Von Hone, RS, CHO 8 layer 10yr 4/2 / /6 /o fj � o��c, 99 \ Invert 11.8 PERC RATE: <2'-00"/inch (C layer) loamy sand / 6x5 1 Q �/ eo 5� / // t \ SOIL SURVEY(1993): Carver coarse sand 74" 2.9 �. H QQ00�1� 1 p0000� i /. \ \ Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits C layer tsar 6/4 / 3 \ � Invert 8.63 Invert 8.18 20 ARC36LP CHAMBERS _P1 loamy sand 9'0 / \ Proposed Proposed invert 7.83 0_ observed water .......... / .........., :::. ....:• P Use Gas Baffle g5" ______________ Proposed Top Units loth 2.0 /6.09 :::::: ••�.i/ ( � ? �' ���/ � S=1/4"/ft 9" cover ®Filter Cloth /i'`'/ �S/ �%-' * .2 Proposed S=1/8 -/ft 3" Max. Invert 8 43 124 6=1/8"/ft ._t/ / .: _•.... •� _.., y/ L� _ / .=1 / a / 15 al. Inspection Port1-1.2 / 6.22 ::" -... / �/ v�/- - - - P� i In Pro osed Septic Tank L .. ..... P / 6 6.5 '::: �.:.� .:.'iii:.ii �.'✓/ 1 _.. � min TT.;�\ T 0 6.07 / ; / 9' e / 3'8" TEST HOLE 2 9.z 0. / / / / 6.16 ?.:::::: - Invert 8.00 7.5 T 2 / 2f / I Invert 7.82 5.5' 5' Bottom (inches) ( ) 4,9 / i 6° Stone i r compact Proposed Proposed I DEOPTH orches ELEV.gf2et 91 9 'AREA 2, 500E S. 4 4.4 / / i 20' _I ;_ 18' _; ; N ;_1'� High round water=25 NAVD88 Fill 7.5' / / J \' 3.9 I F I 1' Locus is within 300' (Med. Sand) \ / Off•!./ g 4� �' of Salt Marsh 6 2 2A m (Reported from pit) Observed water --2.0 \/>3�7 ,,. ��' 9.0 9. / 4 Four days after full moon 66 B layer 10yr 4/2 / 5 /b, DESIGN DATA S4" loamy sand 22 T4 S- � N/F Za6° , 6 ,/ o BEDROOMS: 3 LEACH AREA C layer 10yr s/s HELLMAN 92 . / od loamy sand o_ GARBAGE GRINDER: No WETLAND BVW PER USE 20 ADS ARC 36LP (3.8" INVERT CHAMBERS x.8.6 � ,/ ( ) REQUIRED CAPACITY: 330 GPD ) / 7 2 k BRADFORD HALL IN A 50' X 5'-8" X 3.8" LEACH AREA. / k}' / 4,1 PROPOSED SEPTIC TANK: 1500 GAL. 7.4 / pQ ... a 5'2 6,6 4,0 TRANSECT < 4:1 EFFECTIVE LEACHING AREA: 473 SF r 132" -1.8 S,j� // 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 5 REMOVAL / 1 20 UNITS X 23.65 SF/UNIT=473 SF(EFFECTIVE) DO 60' X 15'-8" REMOVAL DOWN 6' TO 7' �i Gt 4.2 / 7 DESIGN CAPACITY: 350 GPD TO C LAYER. EXISTING FILL, MED. SAND, \\ p y OG / N/F [(473 SF) X .74 GPD/SF] MAY BE STOCKPILED TO USE IN REMOVAL. S� 4' DEEP IMPERVIOUS BARRIER --95 L.F. OF 40 MIL POLYETHYLENE (MILLER BREAKOUT**) TOP BARRIER=TOP =8.2 ,GRADE ABOVE BARRIER=8.6 MIN. (** OR EQUAL) SEPARATE MED. SAND FROM TOP SOIL, T.O.Y SUBSOIL, AND DEBRIS. 0 POI35' NATURAL BUFFER N IVY PLANTS WITHIN THE MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED' THE 3 ARE TO BE REMOVED AND 1. VARY LEACH AREA TO WETLAND BY 23' (77' PROVIDED). REPLACED WITH PLANTS LOCAL REG. UNDER GUIDANCE OF CON-. 2. VARY RESERVE AREA TO WETLAND BY 28' (72' PROVIDED) LOCAL REG. BENCH MARK -TOP OF WOOD STAKE SERVATION AGENT. OR AT BOARDS DISCRETION VARY RESERVE AREA. 310 CMR 15.248 SET FLUSH= 9.12 NAVD88 (AT EVENTUAL FAILURE PUT RESERVE WHERE PRIMARY SYSTEM IS.) (THERE WAS A HOUSE ON THIS LOT WHICH BURNED DOWN.) TH 1 LEGEND TEST HOLE LOCATION, NUMBER -PW- PROPOSED WATER LINE 9.5 x9,2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR -$�- PROPOSED CONTOUR �J UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) - - - - - PROPOSED WORKLIMIT REV. 10/16/15 --ADD BOARD OF HEALTH MAXIMUM FEASIBLE COMPLIANCE APPROVAL LIST THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. ���SH OF Mqs 9c ya��tH OF Mqs "''C RONALDS yN� RONALDS y�,n Io JAMES �, �a JAMES CADILLAC CADILLAC # 1060 `\ # 35779 D' HEALTH AGENT APPROVAL 0 SITE PLAN FOR RICHARD P. BRENNER 72 MASSACHUSETTS AVENUE, WEST YARMOUTH OCTOBER 1, 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