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72 Mass Ave Site Plan 2
4 JOB NO. Y15-13 ZONING DISTRICT: R-25 .40 C NOTES Brenner.dwq Pe e�OOaw F °1 1. LOCUS IS A.M. 22, PARCEL 427 Job Folder SB13/00 yeN& FRONT YARD 18.7'* / ) 7.44\F PROVIDE 2' HIGH RETAINING WA 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON TOWN MON. NO 28 AND VERTCOM. SIDE YARDS 15' g / 3. LOCUS IS IN FLOOD ZONE AE (EL it) ON FIRM PANEL 0588J DATED JULY 16, 2014. ye° Pe / 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. ° m LONG STANDING PGUCY--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 YARDS0, °i- Q SET IN PAVEMENT=7.62 NAVD88 /� 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 140. e �c /'01 6 I- 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW RO �o / D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. ROOF RUN OFF TO BE TO STONE 4 / / 7.5 \ 6,59 O NOT TO TRENCHES. / / / ; 3' .7 7.2 F \ 9. DEPTH OF COMPONENTS NOT TO EXCEED , OR VENTING MUST BE PROVIDED. SCALE / \ / �y\ 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 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 8,1 , 68 <p \ 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) � 7'7 �F' \ AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT, 0 9.1 /6,60 \ 5.76 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. O Fill BENCH MARK --TOP MAG. NAIL // / 11.2 / O F/�5�\ (Med. Sand) IN PAVEMENT=6.07 NAVD88 / / / „ 7.0 / � 2 x � O 11.3 TEST HOLE DATE: September 2, 2015 (Reported from pit) 9x2 1y� oo \ 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 Bs �G 5 11x2 / �/ \\ 13.3 PERC RATE: <2'-00"/inch (C layer) loamy sand 11 'S \ F �JK / / F \ SOIL SURVEY(1993): Carver coarse sand 74" 2.9 �� 5 _ I \ \ Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits QUO Q ��Oo C layer tsar 6/4 / 6.5 / �� o y i / i3 Invert 8.83 Invert 8.18 20 ARC36LP CHAMBERS loamy sand 'ii .;?_ 9'1 O F`( 9. / SO- \ \ Pr Proposed UsepGasdBaffle Invert 7.83 0_ 85" . observed wa'.er .... A oP Top Units=8.17 ------------2.0 9" max. cover Proposed ®Fliter Cloth CSO V� \\\SSS_,,, S=1/4"/ft .;;•iii ��� \ 'f' V R 2 Proposed $=1/8"/ft 3" Max. / r •Cii•:i+..Ir' � / ,,bi.-11x $=1/8"/ft _� Inspection Port f3 6� / i D i/ `T�'Z- 6 Invert 8.43 15 0 1. min. A i P 124" -1.2 / / ......... ..-..;�, x L. `8 V '3 1 d Septic Tank / 6.22 ........ y .1 z `.P I Propose --------- V NP / 1 / % ::` ;:� B / \ , T 3.8" TEST HOLE 2 6.07 / 6.�-.B• °:.:."?rte .2 / �`S 6.16 6. �O -' x -:: •i `ri• �iS. I Invert 8.00 Invert 7.82 T 2 4,9 // j P P Proposed 1 5.5 5 Bottom DEOPTH (inches) ELEV.(feet) 9A AREA=12 500±S.F. .4 „ 4.4 / 1 6" stone 1 r compact Proposed q, t 20' --I �- 18' -� i - � --1 Hyn as water=2.5 NAVD88 SII 9.2 / !�\,I S i 39 i 1 C I 1' Locus is within 300' (Med. Sand) 7.5' PROVIDE SWALE / �% `9" „ g 2A of Salt Marsh (Reported from pit) FOR RUN OFF 2 Observed water -2.0 6 r 6.6 / �4 66" 3.7 .l 4 q Four days after full moon .8 77 9,0 a 9. B layer amy 10yr d4/2 : / � / � DESIGN DATA 84" 2.2 7.4 o N/F ,00• 6.0 / �s \� 6 LEACH AREA C layer 10yr 5/6 / 0 BEDROOMS: 3 //1r HELLMAN 9.2 0� 8 y- 3.4 GARBAGE GRINDER: No loamy sand QOE� :; :: f % s e 8 8 8.6 2„ 7 ��'1 / D WETLAND (BVW) PER REQUIRED CAPACITY: 330 GPD USE 20 ADS ARC 36LP (3.8" INVERT) CHAMBERS 76 /, \ BRADFORD HALL PROPOSED SEPTIC TANK: 1500 GAL. INA 50' X 5'-8" X 3.8" LEACH AREA. 4,1 7.4' o'O�� 5,2 „ 6.5 // a,o TRANSECT < 4:1 EFFECTIVE LEACHING AREA: 473 SF 5� REMOVAL 132" -1.8 fjs P 5.I , / 0 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT / 1 20 UNITS X 23.65 SF/UNIT=473 SF(EFFECTIVE) DO 60' X 15'-8" REMOVAL DOWN 6' TO 7' 2G, 4.2 / 3.7 DESIGN CAPACITY: 350 GPD TO C LAYER. EXISTING FILL, MED. SAND, \\\ O �yOG N/F [(473 SF) X .74 GPD/SF] MAY BE STOCKPILED TO USE IN REMOVAL. T.O.Y SUBSOIL, ND DEBRIS. SEPARATE MED. SAND FROM TOP SOIL, 4' DEEP IMPERVIOUS 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 9.F x9,2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �-6 EXISTING CONTOUR ____g-- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 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 POISION IVY PLANTS WITHIN THE 35' NATURAL BUFFER ARE TO BE REMOVED AND REPLACED WITH PLANTS UNDER GUIDANCE OF CON- SERVATION AGENT. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN 0314;11 < RED 5,T61VIP,, C Dr SIGNATURE. �tH OF MASS>\��n .,� �.,FSS4.. bG RONALD N� � RONALD F JAMES io JAMES CADILLAC CADILLAC ff 1060 # 35779 02 FGISTEFF'fSS\ �? SA AV TAR\P� 1 ✓p SUR\" 5�1b HEALTH AGENT APPROVAL DATE 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 is =2 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