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HomeMy WebLinkAboutPettion # 4631 - 2/25/20161f for LiNgL N fi LW 51PINICA 3' -/II o � lI 0 rn + o c:c a 0)vi O N m o � 3 o J 12 50N01"U F (TT) 3 a 36' -011 W � Ani ��ii LEFT (GARAGE) ELEVATION Q o I cn Q O FR NT ELEVATION w U) _ D �- z uo L U) Q 6112 NIP r00F PITCH W Q � 0 WOOF SNAKE WOO TP N M I� LU CU +. s }, a � av HAVE POMP Q LAP 5112IN6 1A .c Y ai , Q1 U v vi c O X — r (O d0 N Z rn co' c0 — d v ate•+ vii f _ F11�r �E0� N N O 2 o I 177m IT,MNING WA1 �- 5�� SUC;V�Y 01 a _ o t , oi.00I% v�Nr : DATE: 0 0 1/12/2016 + N Of' ; SCALE: ALL WI NPOW5 WILL NAVA A 23' -off 1/41 _ 1, U -VALUE OF . � ANP AN SNGC 0F ,22 � Elevation 24 FM H�H sHEET: Elevation 25 A-2 O� Lu a O d CO C J Z O a U w 0 m w 963/ ZONING DISTRICT: R-25 FRONT YARD sX, 18.7'* SIDE YARDS TRANSECT 15' *203.5 1--(7.4' + 301)/2=18.7' LONG STANDING POLICY --A CORNER LOT HAS TWO FRONT YARDS AND 2 SIDE YARDS ROOF RUN OFF TO BE TO STONE TRENCHES. \ �O C'y .4 JOB NO. Y15-13 6, x9.40 NOTES Brenner.dwg PJ o0 F Job Folder SB13/00 DC7 1. LOCUS IS A.M. 22, PARCEL 427 ya'` / J 7.4\ PROVIDE 2' HIGH RETAI\WAL2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON TOWN MON. NO 28 AND VERTCOM. / / F 3. LOCUS IS IN FLOOD ZONE AE (EL 11) ON FIRM PANEL 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. oc BENCH MARK -TOP OF MAG. NAIL 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. SET IN PAVEMENT=7.62 NAVD88 �7 6,86 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". x,01 4 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW 01 7,5 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. /\ _ SCALE </� / \7.2 0 6,59 � 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. L;UN 1 AC: I I Ht dUAKU Ur HtAL I H, UK K.J. GAUILL'A(:. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 / 6.9372 g l �. % 6.8 IN\ 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 DEPTH Inches ELEV. feet O� � AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. p 9.1 6.60 / OQ 5.76 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. BENCH MARK --TOP MAG. NAIL � / / / / � �� 11 ,2 L � i F / 5'.X) Fill (Med111Sand) IN PAVEMENT=6.07 NAVD88 / / 7.0 / O�`'�' 9x2' ��'( OO \ 11.3 TEST HOLE DA September 2, 2015 (Reported from pit) •��' oo � G. PERFORMED BY: Ron Cadillac, Soil Evaluator 6, \ Slab in Crowl Space 60" 4.1 RS CHO B layer 10 4 2 F, / / �h• / � % � \ WITNESSED BY: Amy Von Hone, ye N / 11,2 \ 13.3 PERC RATE: <2'-00"/inch (C layer) loamy sand 5,5� / = 11 ��%�'�' �� i / F` \ SOIL SURVEY(1993): Carver coarse sand 74" 2.9 7 / ,.: 01 OQ O�� ' ' / \ \IC und. GEOLOGIC MAP(1986): Harwich outwash plain deposits 8.2 i \ C layer 10yr 6/4 6.5 / / 9 p Q \`�� / / 3 x 5.� 8.83 Invert 8.18 20 ARC36LP CHAMBERS loamy sand Pro ose9. S p Invert 7.83 aobserved watered Use Ga affle nits -8 1 85 2.0 - 6,6� .. ....t0 \(S �� 4"/ft 9" max. cover Propose Top 7 ........ .::: O ® Filter Cloth / W . • .. :: r ` �o �.f'x �-�M RP4 x 2 Proposed S=1 /8"/ft " 3" Max. 6.09 / x' ij hx,11x 'N 6 4.6 1500 Gal. S=1/8 /ft inspection Port 124" -1.2 :.. 6• x Invert 8.43 min. ' �" r x x0 x , � / Septic Tank :..:.r�, 1 x 9,2V'P Proposed --------- 3.8" / 6,22 x/ 6.07 // 6, :::...8 / 8 / ; T TEST HOLE 2 i 6 : 2 ' 10 S- / S us r I 7.5 6.16 x :; '•' '� O� �- 6 I Invert 8.00 �nvert 7.82 T 2 4 9 / % 6" Stone or compact Proposed Proposed 15.5` 5' Bottom DEPTH (inches) ELEV.(feet) :::;x91 AREA=12 SOO�S.F. .4 x 4.4 / ' I N I 1' x 1 20 --a I- 18 I -1- Hi h and water=2 5 NAVD88 9. , ,-1 / �.�'� I I I I m I 1 Locus is within 300' 7.5' PROVIDE SWALE / ��� 9' 8 L 2A.9 m of Salt Marsh FOR RUN OFF 6 x 6.6 O� ' - �4 Observed water --2.0 66 _ 4.4 Four days after full moon �� /` x 9.0 / DESIGN DATA � �/ 84 7A 5,9/ N /F 6.1 / / BEDROOMS: 3 LEACH AREA //G.L• HELLMAN 9'2 .8 1��0o x 34 GARBAGE GRINDER: No 6 6 x 8.2 �` 6.1 WETLAND BVW PER USE 20 ADS ARC 36LP (3.8" INVERT) CHAMBERS y QO = 8.6 2 7:' \ / ( ) REQUIRED CAPACITY. 330 GPD / _ x 7.6 -8 BRADFORD HALL PROPOSED SEPTIC TANK: 1500 GAL. IN A 50' X 5'-8" X 3.8" LEACH AREA. / x 4.1 7.4' / OQ :.. , , %\, x 5,2 x 6 6 / EFFECTIVE LEACHING AREA: 473 SF 132^ BARRIER --95 L.F. OF 40 MIL POLYETHYLENE (MILLER BREAKOUT") TOP BARRIER=TOP =8.2 ,GRADE ABOVE BARRIER=8.6 MIN., BOT- TOM BARRIER=6.0 (** OR EQUAL) LEGEND TH 1 TEST HOLE LOCATION, NUMBER PW PROPOSED WATER LINE x 9.5 x9,2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,-6--- EXISTING CONTOUR $- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) - - - - - PROPOSED WORKLIMIT REV. 01/05/16 --FRONT STEPS, DRIVEWAY, GRADES REV. 12/21/15 --FOR HEALTH DEPT.--SWALE & MOVE LEACHING REV. 12/18/15 --FOR BUILDING INSPECTOR --FOUND. ELEV. & LOWER HOUSE TO TWO STORIES REV. 12/14/15 --FOR HEALTH DEPT. --ADD VARIANCES, PROP. WATER SERVATION AGENT. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGI ED STAMP ND SIGNATURE. e \H OF MgsS9cy h�'ZN OF MgsS9cy RONALRONALD �s o JAMES o JAMES CADILLAC " CADILLAC # 1060 # 35779 ��GiSTER�O (FESS�0 SANITAR�PN gti0 SURVE�o l (S�Ib HEALTH AGENT APPROVAL 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 RICH RD P. BRENNER 72 MASSACHUSETTS AVENUE, WEST YARMOUTH OCTOBER 1 9 2015 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WE T YARMOUTH, MA 02673 DATE 0 (508) 775-9700 PAGE 1 OF 1 C 2015 BY R.J. CADILLAC J sX, o•0 :•: A��, 4•o x 5,f / ,0 l TRANSECT < 4.1 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 5 REMOVAL \ `'y "' // 1 20 UNITS X 23.65 SF/UNIT=473 SF(EFFECT1VE) DO 60' X 15'-8" REMOVAL DOWN 6' TO 7' C \ �O C'y 4.2 I x 3.7 DESIGN CAPACITY: 350 GPD TO LAYER. EXISTING FILL, MED. SAND, \ O �� N F [(473 SF) X .74 GPD/SF] MAY BE STOCKPILED TO USE IN REMOVAL. \ SEPARATE MED. SAND FROM TOP SOIL, T. Q. Y SUBSOIL, AND DEBRIS. 0 a POISION IVY PLANTS WITHIN THE 35' NATURAL BUFFER MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: ARE TO BE REMOVED AND REPLACED WITH PLANTS 1. VARY LEACH AREA TO WETLAND BY 25' 4' DEEP IMPERVIOUS UNDER GUIDANCE OF CON- 2. VARY RESERVE AREA TO WETLAND BY 30' BARRIER --95 L.F. OF 40 MIL POLYETHYLENE (MILLER BREAKOUT") TOP BARRIER=TOP =8.2 ,GRADE ABOVE BARRIER=8.6 MIN., BOT- TOM BARRIER=6.0 (** OR EQUAL) LEGEND TH 1 TEST HOLE LOCATION, NUMBER PW PROPOSED WATER LINE x 9.5 x9,2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,-6--- EXISTING CONTOUR $- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) - - - - - PROPOSED WORKLIMIT REV. 01/05/16 --FRONT STEPS, DRIVEWAY, GRADES REV. 12/21/15 --FOR HEALTH DEPT.--SWALE & MOVE LEACHING REV. 12/18/15 --FOR BUILDING INSPECTOR --FOUND. ELEV. & LOWER HOUSE TO TWO STORIES REV. 12/14/15 --FOR HEALTH DEPT. --ADD VARIANCES, PROP. WATER SERVATION AGENT. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGI ED STAMP ND SIGNATURE. e \H OF MgsS9cy h�'ZN OF MgsS9cy RONALRONALD �s o JAMES o JAMES CADILLAC " CADILLAC # 1060 # 35779 ��GiSTER�O (FESS�0 SANITAR�PN gti0 SURVE�o l (S�Ib HEALTH AGENT APPROVAL 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 RICH RD P. BRENNER 72 MASSACHUSETTS AVENUE, WEST YARMOUTH OCTOBER 1 9 2015 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WE T YARMOUTH, MA 02673 DATE 0 (508) 775-9700 PAGE 1 OF 1 C 2015 BY R.J. CADILLAC J ■© §5 . . W _ e / I o »% z :\ w\ \ § j o 2 ■m / \aw g \ ) (} § / �\§ WO §02 ° 2 \ \ ■\ ®y / D r « w> ) w 1/ C) ■ $/ dnueew.wo'm■s 0 Z z Odn ]0 MU■ ' N 0 HE(3V3Wi]E ■tEa , E �0r- _ 2420 k ■C0 C4 ~ r-_ 0 CL {I 2 LW 0 X g 2 E� e § �\§ WO §02 ° 2 jmc. E;2c a}�7 C) � dnueew.wo'm■s 0 Z z Odn ]0 MU■ ' N 0 HE(3V3Wi]E