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HomeMy WebLinkAbout22-427_1ZONING DISTRICT: R-25 .40 FRONT YARD 18.7'* I �\ SIDE YARDS 15' J 7.44 PROVIDE 2' HIGH RETAINING WAL *203.5 1--(7.4' + 30')/2=18.7' LONG STANDING POLICY --A CORNER LOT HAS BENCH MARK -TOP OF MAG. NAIL TWO FRONT YARDS AND 2 SIDE YARDS SET IN PAVEMENT=7.62 NAVD88 - 6.86 /-7.01 ROOF RUN OFF TO BE TO STONE x 7,5 x \ 6.59 O TRENCHES. /� /// /// x i•7 7.2 F \ x 6 6\4 //6.837.2 6,8 CES NOTES JOB NO. Y15-13 eraaa Brenner.dwg Q,� day 1. LOCUS IS A.M. 22, PARCEL 427 Job Folder SB13/00 �'�, 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON TOWN MON. NO 28 AND VERTCOM. 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. 0 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. share 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Jo Qr 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING SCALE 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 13 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). PUMP AND FILL ANY EXISTING / 6.60 11x2 7.7 !�, \ 3r-ACHPi 1. REMOVE ANY CLOGGED SOIL, BLOCK, / / 1 p5AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.DEPTH (inches) ELEV.(feet) x 5 76 Q i \ / x/ �� 11 2,��p , 5\9 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 BENCH MARK --TOP MAG. NAIL J.... / F / / IN PAVEMENT=6.07 NAVD88/x 7.0 / �` x,� o \ 11.3 TEST HOLE DATE: September 2, 2015 / / o / O �• 9x2 °o A .I '`� Slab in Crawl Space PERFORMED BY: Ron Cadillac, Soil Evaluator 11x2 \ \ WITNESSED BY: Amy Von Hone, RS, CHO 60 / PERC RATE: <2'-00"/inch C layer) 65 / 11 ^j \,\%�s�' �p / / \ 13.3 SOIL SURVEY(1993): Carver coarse sand 74' *'7,� / " ole ��Q Oy��04�00�% / \ \\ Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits x51 6.5// .:;; 9.1,00 F�t� ,� 9 // s 3 �� Invert 8.83 Invert 8.18 20 ARC36LP CHAMBERS L 10 x Pro osed Proposed / S 0" \� P Use Gas Baffle Invert 7.83 a 85 6.6, i %' %oProposed Top Units.=8.17 ' ,, 0 9 max. cover sed �. 6.09 / / .r ;.: ;:.. ... ,f M\�j S=1/4"/ft ® Filter Cloth :$�� �?/ ��y(1x p�(I�RP�" x 2 4,6 Proposed S=1/8"/ft _ 3" Max. / /:.� 1�xQ�G �/ x 3 �6 / Invert 8.43 1500 Gal. S-1/8"/ft .�__!_Inspection Port 124" .1 .1 .9 0 6.22 r x • 1 i /Q, 1.2 6. /jx :.... / i Proposed Septic Tank mrn.-----'� ® 6.07 r' :,' • , 6.16 6. X '''x, .2 /�o/ms's" / s x 8 / T 3.s" TEST HOLE 2 Th 2 S' x 6 I Invert 8.00 7.5 �, Inver Bottom r.% ` X91 AREA=12 500±S.F. 4 x 49 4.4 // i 6 Stone or compact Proposed Propoed 155 5 DEPTH (inches) ELEV.(feet) x I 0 9.2 ' x 9. ' / / 1 20' ---I I I I N I 1 I \ •. / \�� / � I I--- 18 ---I I -I- --I High round water=2.5 NAVD88 7,5' PROVIDE SWALE \ / \�� s9. x g 2A 9 I i I m I 1 Locus is within 300' Fill FOR RUN OFF x >•6 p�j 2 �4'� of Salt Marsh (Reported from pit) x 6'6 / x 4.4 Observed water=2.0 66" 3.7 7 x \ 9• Four days after full moon -HH .4' 01 \\ ti �y0 � • / 0. 9.0 / DESIGN DATA B Roam 1osand d4/2 84" y max\ 7,4 5.9 � 2.2 N /F°o- / \ LLMA 6.0 __ / x 6,1 / o LEACH AREA _ c layer 10 5 6 LLMA _ x 9.2 o BEDROOMS ------X- 3_ yr / 8 3.4 :.. _ = = y sand - - --, --�.,•--- - loam _ h' x GARBAGE GRINDER: No s 8x 8'2x 8.6 x 2x x \'1 / �� WETLAND (BVW) PER REQUIRED CAPACITY: 330 GPD USE 20 ADS ARC 36LP (3.8" INVERT) CHAMBERS x 7.6P8 / BRADFORD HALL PROPOSED SEPTIC TANK: 1500 GAL. IN A 50' X 5'-8" X 3.8" LEACH AREA. x 5,2 x x 56.6 0 4.0 TRANSECT < 4:1 EFFECTIVE LEACHING AREA: 473 SF 5' REMOVAL 132" -1.8 1 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' x 4.2 �� x 3.7 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 X 7" 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 x 9.5 x9,2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,-6 EXISTING CONTOUR 8---- 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 SEPARATE MED. SAND FROM TOP SOIL, T. 0. Y SUBSOIL, AND DEBRIS. 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 0 ED STAMP N NATURE. V'(N OF M,1 ��N OF 4100 s"9C RONALD y�s7'°� RONALD yes o JAMES - o JAMES CADILLAC CADILLAC 35779 S o 0 �ESS\° OQ- SANITAR�PN'l 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 (508) 775-9700 ©2015 BY R.J. CADILLAC PAGE 1 OF 1