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HomeMy WebLinkAboutApp# 16-A015. ,... , .a.... iu °nz—_,.Tl :' .-. _. .�.-:. -- -- .. -.. h. ..t.. ... .• N ..+:, 3-• - 9. ... ..e. :.. '.itL b'.' i a 1fMl A. I " t f - LI AtAWL N CLEAN SAND '�tRTn PECTION y, r r LOAM AND SEED :COVERS x x ¢i 4. SCI EDu P.S x. a M _pa '. MIN. 'PITON 1/8 P.OF _• , .. _ 99.1 r - ,a..:. --.,•a-. . fL,-`' , ., , ' 1/8" 1 3� k =: -LAYER WASH£ STONE 9400 MAX VENT 4" CAST IRON PIPE " ?dA8.7"S MIN. NOT REGiUI(EO. (OR EQUAL) MINIMUM _ •, S=AB:ELEV. PITCH' 1/4' PER FT. _ 50 EX)Siti I vCONTOUR `'_ _00 : '! � 89.' �y�/y> �- $Vt FINAi ,`S#?OT •ELVA tf. = Y , r1 L , L , FLOW LUNE U FINAL' COt ITOU 6)' V. $9.54 _ ii+.- rt r 9 £lE:. --- IIIA N. a = s =� �; ° o SOIi'uTES- LC A' 1C}Fl> 1 : _ m .,X9.00 _ LEVEL e = 14' D787 liTf%}TY PSS i c KIEV ELEV ` -TOWN, WADER ..-•t*7 -.t.�W g46 E Ev. _ �_ _ !, — 9:�5 GAS ,$81"S� 6` SU.-�+ELEV 855 50 CATCt#, BASIN t 1Y_� BAFFLE ELEV D n U k IO%i GAS: . ' I TRI ELEV. _ _ QU}D Cl ET �0 1`+ - ( 8 1 lff�' Clsf,4arY iii# 7RAT6RS' N'r iH StCkYf Z_ CLEANOUT _ C'0': LOi 25 95.i / �, 4 FEET 14 }NCHES (TO B£ PLACED ON FIRM BASE) T{} gE WATT TESTED A( AN 11' 48 4 "` ih'�NCX MWA Y 7 41,726.3.E S.F. I r,,4 $FEE 19 INCHES t j� ^ �! 1F THAI ; CN£ OUTLET} . qki B FE£ - 24' !NCHES + 5"0 GALLOi� {fid E PLACED i bN FIRM BASE) S�I � � �}i♦ ZONE i{ 7 FEET 29lNCHES TIC Gg / 8 FEET 341NCHES SEP 11'+ TAN 3(a': TO 1 1/2" CLEAN"�� ("A` INDEX LE WASHED STONE i AOJU5T 2 / FREE' OF FINES do SILT � / USGS PRQaA%E. WATER TABLE El VV SEWAGE DISPOSAL SYSTEM PROIILE OBSERVED WATER TABLE (. / NOT TO SCALE BOTTOM OF TEST HOLE Ei EV. #iCLL DESIGN CALCULATIONS 4 SOIL TEST NUMEER OF BEDROOMS GARBAGE DISPOSAL UNIT / DATE OF SOIL TEST APRIL 15. 2004 ` TOTAL ESTIMATED FLOW SOIL TEST DONE BY WEETS R ENGN_ERING °- (110 GAL/�R JbAY X 4 . M) —440_ GAL./DAY WITNESSED BY D FLAHERTY R REQUIRED S>;T"?C TANK CAPACITY A / / 90.40 ACTUAL SIZE OF SEPTIC TANK 1500 GAL OBSERTION RA fi(XE i �_ SOIL CLASSIFICA'tCN zt _ / / 9 PERCOLATION RATE <�_ MIN./NCH AT 84 i INCHES /{ DESIGN PERCOLATION RATE / 89,6 DEPTH HORIZ TEXT RE COLOR MOTT. OThE3 ! EFFLUENT LOADING RATE .-:W4 GAL./DAYjS.F. / pALLCN / / / / P.00T5 ' LEACH^NG AREA S0. fT 15�>1C IAN, / / / 0-6 A LOAMY SAND 10YR2/1 (11X48h•(59X35ft4/12). _ _ . _. . S� j / / LEACHING CAPACITY {AREA X RATE) .." GAL./DAY 1p0 / / / / 6-14 B LOAMY SAND IOYR64/3 ROOTS ; 62b 33 X DL74 ^ // ��001 = 5X COE RESERVE LEACH}NG CAPACITY ,4$ GAL./DAY v / / 14-45 Ct LOAMY SAND 10YR5/8 DBBL£5 EMOTES. 45-120 G2 FINE SANG 2.5Ys/4 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.£.P. TITLE 5 AND THE TO`A'N'S RULES AND REGULATIONS FOR 7 / m �� THE SUBSURFACE DISPOSAL OF SEWAGE. '\, g1' lq2 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO / 95.0// o / / / ° WITHIN 6` OF FINISHED GRAD£. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF R / / WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR W9THIN 54 / P i / 0.4 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE Dn'E` IN p �. TE`;`T f ,i / 42.76'.. # . USED UNDER OR WITHIN 10 FT. f DRIVES OR PA AREAS. / NO WATER -ENCOUNTERED 'AT'_-•;-`�"�4,n, — 4. ANY MASONRY UNITS USED TO $ INCCOVERS TO PARKING ADE SHALL P z 4ijL• BE MORTARED IN PLACE. Y n� H r�' _ �V a 91.9a 5 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH f PERCOLATION. ON � �: 2 N_/INCH,IN C4-HOR2,r:.l DEEDED OR ZONING REGULATONS. OWNER /APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. / `LIMI O i f / / tg0 l / / DEPTH HQRIZ TtXTURE COLOR MOTT OTH= R 6 UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR \ 5 IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS t ©.8 A LOAMY SAND 1OY,R2/1 R00-3 PRIOR TO COMMENCING WORK ON SITE. / SOIL / /! : .. - CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS TEST 2 , / / / / / g_24 g LOAM'f SAND 10TR4/3 _ ROOTS 7. TR / / / / i / / SITE CONDITIONS PRIOR TOATTEN COMMENCING WORK D SITE. ANY ERRIAT ON a ?S TO BE BROUGHT TO THE ATTEN OF THE DESIGN ENGINEER 24-`40 C1 LOAMY SAND 1OYR5/8. 5% CO! � IMMEDIATELY. BB S PARC IS IN t D �E t34 AS PARCEL 0 'E I 9. LOT ISLSHOW'N�OON©ASSESSO MAP 10 ALL UNSUITABLE MATERIAL E REMOVED FROM UNDER AND t FOR A MINIMUM OF 5 AROUND SOILABSORPTION SYSTEM AND BE / 40-65 C2 FINE SAND 2.5Y6/4 REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). / 11. A NEGATIVE GRADE OF 3/4' PER FOOT AWAY FROM THE FOUNDATION 165-84 C3 SANDY LOAM 2.5Y5/3 SHALL BE MAINTAINED FOR A MINIMUM OF 15'. 12. A VARIANCE OF 6IS REQUIRED FOR THE TOP OF FOUND 84-132 C4 COARSE SAN .8" ATION t0 / ?.5Y6 4 BE LESS THAN 2' ABOVE THE HIGH POINT IN ROAD. NO WATER ENCOUN i FRED AT __132 ELEV. _ _$0 �O PROPOSED SEPTIC DESIGN DAVENPORT REALTY TRUST j LOC. 696 'OUT;iii* J."T 2 / i10L V�7 YARMOUTIL TE 6A`�r)�ia t� -A 235 GREAT WES RN .ROAD. 503- P. O. E30X 713' 398-3922 SOUTH DENNIS, MASS. 02�8d DATE 20 SCALE» c ,2( 22 JULY , 0r REV"SED im, No, crrrecn '#�#L`!'t�f' f fid''i NEW ASPHALT ROOF SHINGLES TO MATCH EXISTING NEW AZEK OR KOMA FASCIA, FRIEZE & SOFFIT BOARDS TO MATCH EXISTING TOP OF PLATE JAN G 2016 YARr+✓ 0u -r OL' KfNG'S yr H GIIWr Y FF� B s, is O f - �+ 0 YAR'510 iT''! OLD NEW AZEK OR KOMA I NEW AZEK OR KOMA WINDOW TRIM TO _ ! IEL�p n<I: CORNERBOARDS TO � MATCH EXISTING STING a 4 ! MATCH EXISTING FEU T©�� 3 \eL�Ki� N L+ ff TO MATCH EX NGLE STING (DING SOUTH YARMOUTH, M SECOND FLOOR SUBFLOOR TOP OF PLATE FIRST FLOOR SUBFLOOR NEW AZEK OR KOMA RAKE BOARDS TO MATCH EXISTING � 12 4 TOP OF PLATE SECOND FLOOR SUBFLOOR TOP OF PLATE FIRST FLOOR SUBFLOOR F-� rN COTUIT BAY DESIGN, LLC 43 BREWSTER ROAD MASHPEE ,MA. 02649 PH. (508) 274-1166 FAX (50 8) 539-9402 [NIOR."TH ELEVATION 12 10 IN IN MINIM W7 mIMIMlMl MEDEIROS RESIDENCE ••• ROUTE •A YARMOUTHPORT,A D THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF CONSTRUCTION. THE BUILDING CONIRACTOF WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED. ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. C1 Al P 1/411 /4„ = 1'-011 DATE: 12/2/2015 1 4 Lr