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HomeMy WebLinkAbout83-2037 - Site Plan0034b,ub JOB NO. Y15-13 NOTES e e�0 40 Brenner.dwg P °a� ZONING DISTRICT: R-25 F Job Folder 5813/00 1. LOCUS IS A.M. 22, PARCEL 427 e° FRONT YARD 18.7'* J 7,4\ 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON TOWN MON. NO 28 AND VERTCOM. SIDE YARDS 15'/ F 3. LOCUS IS IN FLOOD ZONE AE (EL. 11) ON FIRM PANEL 0588J DATED JULY 16, 2014, 10 4° / 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' / F0. 5. MUNICIPAL WATER IS AVAILABLE.LOTS WITHIN 100' ARE ON TOWN WATER. �° e LONG STANDING POUCY--A CORNER LOT HAS/ // 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. TWO FRONT YARDS AND 2 SIDE YARDS It ) 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". °tee 4cQ /� / 01��' X6'86 //v 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Ra / \4 69lO D -BOX EXIT PIPES TO BE LEVEL'D 'FOR FIRST TWO FEET. 0� ROOF RUN OFF TO BE TO STONE /F / // 7.5 7 7 2 .5 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE`� / ``�'v/ / \ �f COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 1 ON LEACHING TRENCHES OR DRY WELLS. 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, \\e \ 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 �� 6.8 / F IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). //5.S37E 81 r Off\ \ 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, DEPTH (inches) ELEV.(feet) 99 7 \V\ / AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.0 9.1 F /6.60 // �� r g� '/ \ 5.7 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. / / �. ; QC - ✓ 5"V i Fill BENCH MARK --TOP MAG. NAIL / / \ r ! 106 p (Reported from pit) IN PAVEMENT=6.07 NAVD88 / // 7.0 p�� c° c \ 9.9 TEST HOLE DATE: September 2, 2015 (Med. sand) �� 0°00 6 \\ Top Slab ® Drive PERFORMED BY: Ron Cadillac, Soil Evaluator 60" / co C p r \ Top Slab ® Decks WITNESSED BY: Amy Von Hone, RS, CHO B layer 10yr 4/2 G oQPG 9x9 / PERC RATE: <2'-00"/inch (C layer) 74„ loamy sand 29 �j \C\ P \ Invert 11.8 \ry o�oF`�5 / ISOIL SURVEY(1993): Carver coarse sand /� // / 6;59 H10 OQ P0�5��' l ✓ / \ Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits \\t C layer toy 6/4 4�o Q o 8'2 / �,3 �\^ S'1\ Invert 8.83 Invert 8.18 20 ARC36LP CHAMBERS - loamy sand / 6.5 ... :::::."' ..........r < ✓ 9.1\ A '�`' 1>1 / 9 0 \ Propose Proposed n observed water ......... - ------ --- `\\V\\ / / Invert 7.83 d Use Gas a e Top Units =8.17 85 6.6 ......:::::.::•fir s O p \ Ste. �\ Proposed ®Filter Cloth ,2 •. y ti F •� \\S_,, S=1/4"/ft 9" cover / / .::•:yi' < '�' P !i`_ / 3" Max. / 6.09 / : ;:'• r ? psi v' P` 2 Proposed S=1/8"/ft NR 45 ;=1 /8" / _7.2 Inspection Port 124" 6 1500 Gal. /� � P / Invert 8.43 �` T 1 9 r 3 d Septic Tank / 6,22 1 .:i':Fi:.i L!!G r /\ I Propose ---_--- 3.8" / F b a : •.;,r 7 - i . 9�P TEST HOLE 2 ®6.07 / 6, ..�j / 8 / 7.5 / 6.5 x :::..':::cr 9P 10 , /� / S / I Invert 8.00 Invert 7.82 6,16 5' Bottom DEPTH (inches) ELEV.(feet) T 2 , / � 4,9 / � 6" Stone or compact proposed Proposed 15.5' 0 9.2 9 AREA=12,500f S. / 20' X18'- I -� High nd Ovate =25 NAVD88 9 / \.� / / i I i I I ii, I 1' I Locus is within 300' (Medd. Sand) / / ZA 9 m of Salt Marsh (Reported from pit) 7.5 / 2 _ 217-4 Observed water -2.0 66" 5,6 �'� 4.4 Four days after full moon B layer 10yr 4/2 90 ' 9 / DESIGN DATA 84" loamy sand 22 � 9 5 / �� 4 5 9 LEACH AREA C layer 10yr 5/6 NF / / '660 6,1 / 0 BEDROOMS: 3 loamy sand HELLMAN /� o� 9.2 / ° GARBAGE GRINDER: No QaQ / s 8, 86 7 61/. {L WETLAND (BVW) PER REQUIRED CAPACITY: 330 GPD USE 20 ADS ARC 36LP (3.8" INVERT) CHAMBERS BRADFORD HALL PROPOSED SEPTIC TANK: 1500 GAL. IN A 50' X V-8" X 3.8" LEACH AREA. 4.1 7.4' / pe oq�� 5.2 6.6 /• 4.0 TRANSECT < 4:1 EFFECTIVE LEACHING AREA: 473 SF rj' REMOVAL 132" -1.8 _1711 \ \ �y0 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) S.t 4.73 SF/LF X 5 /UNIT=23.65 S.v 20 UNITS X 23.65 SF/UNIT=473 SF(EFFECTIVE) DO 60' X 15'-8" REMOVAL DOWN 6' TO 7' 4.2 / -7 DESIGN CAPACITY: 350 GPD TO C LAYER. EXISTING FILL, MED. SAND, N/F [(473 SF) X .74 GPD/SF] MAY BE STOCKPILED TO USE IN REMOVAL. SEPARATE MED. SAND FROM TOP SOIL, T.O.Y SUBSOIL, AND DEBRIS. 0 j POISION IVY PLANTS WITHIN THE 35' NATURAL BUFFER THE FEASIBLE COMPLIANCE APPROVALS REQUESTED: 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 _g- PROPOSED CONTOUR UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN - x - FENCE (IF SHOWN, NOT ALL SHOWN) \ TREE (IF SHOWN, NOT ALL SHOWN) ED R ADDBO BOARD OF HEALTH MAXIMUM_FEASIBLE_COMPLIANCEAPPROVAL LIST 'REV. 10/16/15PRS THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMM"ND, SIGNATURE. RONALD 9O•So <<�� RONALD JAMES ��.�Io JAMES affil CADILLAC DILLAC 41060 �� # 35779 C'ISTEF�O `� lc SES S\O O? ; S?NITAR\P19�`��;L-�O HEALTH AGENT APPROVAL DATE 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 A A ill fifFNvea' rlc�vl UCT L l I I-V IS