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HomeMy WebLinkAbout83-2037 - Site Plan4 JOB NO. Y15-13 ZONING DISTRICT: R-25 •40 v NOTES Brenner.dwq C Job Folder SB13/00 1. LOCUS IS A.M. 22, PARCEL 427 e" FRONT YARD 18.T* I \ 7,44 PROVIDE 2' HIGH RETAINING WAL 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON TOWN MON. NO 28 AND VERTCOM. SIDE YARDS 15' / g / F 3. LOCUS IS 1N FLOOD ZONE AE (EL 11) ON FIRM PANEL 0588J DATED JULY 16, 2014. yh° Po 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) *203.5 1--(7.4' + 30')/2=18.7' 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. °c lef LONG STANDING POLICY --A CORNER LOT HAS BENCH MARK -TOP OF MAG. NAIL 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.TWO FRONT YARDS AND 2 SIDE YARDS SET IN PAVEMENT=7.62 NAVD88 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". �e �68. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW1P ROOF RUN OFF TO BE TO STONE / / / D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 7,5 6.59 NOT O TO 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE TRENCHES. // 7 7.2 F\ 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.LOCATION MAP 6 jF �\4 /O 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 /6.937,8 81 ° 6.8I QQ� \ IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 11 7 7 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, DEPTH (inches) ELEV.(feet) /F //6.60 /// r 1 x �OeO�� i �\\5 76 14. ALLDCONSTR CTIONSTONE INCTOAREAME T TITLE, ANDD5 AND ELOCAL REGULATOOF AS DIRECTED RS. HEALTH AGENT. 0 Fill 91 BENCH MARK --TOP MAG. NAIL/ P / // 11,2 .� F% \ (Med. Sand) IN PAVEMENT=6.07 NAVD88 / / / 7.0 / O� 2x 9,2"/ i- OO \ 11.3 TEST HOLE DATE: September 2, 2015 (Reported from pit) PERFORMED BY: Ron Cadillac, Soil Evaluator 6, \ Slab in Crawl Space 60" 4.1 WITNESSED BY- Amy Von Hone, RS, CHO B layer 10yr 4/2 11x2 / \ 13.3 PERC RATE: <2'-00"/inch (C layer) loamy sand F / / / 2..., SOIL SURVEY(1993): Carver coarse sand 74" 2.9 6r59/ 01 OQ O�l� a / . \ \ Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits ,. Ql�i � � \ C layer 10yr 6/4 6.5 Invert 8.83 Invert 8.18 20 ARC36LP CHAMBERS L loamy sand // ` // // .•.':..::'' �.' S'1 O,p ��( a / SO• \ Proposed Use GasoseBaffle Invert 7.83 Top Units=8.17 a $5"__observed water -------- 6.5 2:0 y�� �qo �c \,� `Sd'• S=1 /4"/ft 9" max. cover Proposed 10 F;lter Cloth 6.09 / / ...; .:i'v%moo �S� J P�- - . 2 Proposed S=1/8 -/ft 3" Max. / .;4i.Yi l!T 9i,1 x R�i P'(VR 4,6 PS=1/8"/ft / ,0 b - / / "X'.'...' �� /'G �7% �O' 6 Invert 8.43 1500 Gal. min. //<\ r Inspection Port 124" -1.2 / / ......... s'i' x0'Q .3 / Septic an X, • GQ' i Proposed _________ V' T k i � 3.8" a :; 9 e / T TEST HOLE 2 7.5 6.07 // 6� / :.:`.�:K�`�.8 .. �:: /6.16 .''' x .,::.. �i , �O '�o• si• / Invert 8.00 5 5� 5', Bottom DEPTH (inches) ELEV.(feet) T 2 s. 6" Stone or com act Proposed overt ose S.F..9 / I P P Proposed I 0 9.2 `':��-9.1 9. AREA -12,500±J1 .4 x 4,4 / I 20, 18• H h round water- -2.5 NAVD88 ''\ / I 1 •-I Fill S9 3.9 I I I I < I Locus is within 300' (Med. Sand) 7.5' PROVIDE SWALE \ / �J x g 2 2A of Salt Marsh (Reported from pit) FOR RUN OFF ..6 r 6,6 ` ,( �4 Observed water= -2.0 66" B layer l0yr 4/2 3 7 4 `� 4 Four days after full moon /"61, 90 ' / DESIGN DATAloamy sand N/F r000 6.0 , / �s \� 4 5./9/ a LEACH AREA 84" C layer loyr 5/6 12,2 HELLMAN � 9.z 6. / o '� BEDROOMS: 3 loamy sand x 8.6 . 7.6 4.2 / Ell 3.7 Lh0 • 3.4 WETLAND (BVW) PER \BRADFORD HALL . 4,1 TRANSECT < 4:1 N /F T.O.Y GARBAGE GRINDER: No REQUIRED CAPACITY. 330 GPD USE 20 ADS ARC 36LP (3.8" INVERT) CHAMBERS PROPOSED SEPTIC TANK: 1500 GAL. IN A 50' X 5'-8" X 3.8" LEACH AREA. EFFECTIVE LEACHING AREA: 473 SF 5' REMOVAL 132" 4.73 SF/LF X 5'/UNIT-23.65 S.F/UNIT 20 UNITS X 23.65 SF/UNIT=473 SF(EFFECTIVE) DO 60' X 15'-8" REMOVAL DOWN 6' TO 7' DESIGN CAPACITY: 350 GPD TO C LAYER. EXISTING FILL, MED. SAND, [(473 SF) X .74 GPD/SF] ' MAY BE STOCKPILED TO USE IN REMOVAL. SEPARATE MED. SAND FROM TOP SOIL, SUBSOIL, AND DEBRIS. POISION IVY PLANTS WITHIN THE 35' NATURAL BUFFER ARE TO BE REMOVED AND REPLACED WITH PLANTS a - UNDER GUIDANCE OF CON - 4' DEEP IMPERVIOUS '« ' SERVATION AGENT. BARRIER --95 L.F. OF 40 MIL POLYETHYLENE - - (MILLER BREAKOUT") ��IJIb TOP BARRIER=TOP =8.2 ,GRADE ABOVE BARRIER=8.6 MIN., BOT- , TOM BARRIER=6.0 L_ (** OR EQUAL) LEGEND THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN OR.GINAL RED STAMP-4ND SIGNATURE. TH 1 TEST HOLE LOCATION, NUMBER -PW- PROPOSED WATER LINE . 9.5 x92 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 6 EXISTING CONTOUR _8PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN - x - FENCE (IF SHOWN, NOT ALL SHOWN) E4 j TREE (IF SHOWN, NOT ALL SHOWN) - - - - - PROPOSED WORKLIMIT REV. `01705716= -FRONT STEPS, DRIVEWAY, GRADES REV. 12/21/15 --FOR HEALTH DEPT.--SWALE & MOVE LEACHING REV. 12/18/15 --FOR BUILDING INSPECTOR --FOUND. El EV. & LOWER HOUSE TO TWO STORIES REV. 12/14/15 --FOR HEALTH DEPT. --ADD VARIANCES, PROP. WATER I I ,' I I(o HEALTH AGENT APPROVAL DATE MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO WETLAND BY 25' 2. VARY RESERVE AREA TO WETLAND BY 30' 3. PERMISSION TO USE FILL WHERE WATER TABLE IS LESS THAN FOUR FEET TO ORIGINAL GRADE. ALL ABOVE LOCAL REG. 3.7 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 -1.8 1