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HomeMy WebLinkAbout83-1177 - Site Plan20 FT MIN. s SOIL TEST TOP OF FOUND. EL. Ib FT. MIN. ' OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 CONCRETE 4 SCH. 40 PVC DATE OF TEST �'?'t"P ^ DATE OF TEST ""1'B DATE OF TEST COVERS CLEAN SAND .PIPE -MIN. PITCH ED BY WITNESSED BY D. I,�,,. r.-, WITNESSED BY D D, r., g WITNESSe : , , � s -i_ , I/8 PER FT. PRECAST PERC. RATE MIN./INCH PERC. RATE MIN/INCH PERC. RATE MIN./INCH e[ 4` CAST IRON (OR FLOWDIFFUSOR 2' LAYER OF EQUAL) PPE- MIN. - MIN. EL= 10.4 f G C.R-Z- 12 MAX. - 1/8-1/2 " WASHED ELEV. _ " LE'.. - ECFV = PITCH I/41 PER FT. J� S70NE 2'_0" 2% MIN. \ Vol` t LEVEL ra \ c FLOW LINE - N —EL= EL- �to' MIN. 7 I EL= 9 -- D EL= Lq EL= 1.30 EL= 9.1 o a o D EL= a.9 EL= 7.ci c DIST 3/4-1 1/2 H,0 tt• Z.Z.. n u .. 7 r, a• 0.6 7:- BOX WASHED STONE 4 WATER AT '2 EL= 2 z WATER AT EL= ? WATER AT EL (OOC> k ...',11. TE s r"114 v C1V.tFll. / # P>r..'4J -i f _ I^ + ; GAL. SEPTIC =6nTTOFJG-0,F TFSr=�?OL _QR OBSERVED WATER TABLE EL= TANK _ uctaesT �>>,�U s - ,TDJ.USTED7:r G fiUl�"fi--CATER"�'�7llBC�_ ( / / ) EL= / PROFILE: OF R". [0.j?, -5t3 4 PLAN RF -V 93-07. I / -1j.` :;ate` SEWAGE DISPOSAL SYSTEM T n \ NOT TO SCALE I _I __ t1 ' \ t S ; , -CLEAN OUT AND INSPECTION COVER a r 1 I is I I / t, , I I tt l I I 1 r r 1 I PLAN VIEW r 11 i J I , r \ t blt p ' 7. 1 r - i 4-- © )u -�. CJt �c ;' C " rJ C \�\\\ P ; I e l 2 x 1\ra 1 1 f c, a�:-z gj' 24 DIA. COVERS -J -j: Im 1l 11 I� Q \ L_ �t r J J PLAN VIEW FRONT VIEW SIDE VIEW FRAMES & COVERS SHALL 'SBE SET, WITH MASONRY UNITS �" WHICH. ARE TO BE MORTARED '•FLOWDIFFUSOR DET4IL ter.. r., ,. ..e. ✓ '1-%P,. l/ IN PLACE NQT TO SCALE t d.,i, INLET o I !. a 1 ..;j l:-,;�'.r ,<''(j''' �-,--'• 'Y^-. -r:-.._� -:;; ,, --rl : 3 MIN. g t r- ,:. ,:.�M.I:{'; , �.,; ..I �/4%3 �� .n OUTLET �REMOVEAEE COVER If i. f 1 J;/t ;, )✓ } . I I. —�"- 6 IdIN. FLOW LINE OUTLET PIPES 2 MIN... AS REQUIRED *1..;' l .J;'tS�l 10 MIN. f t i:: • ,t :' i , / i i, /i i,.;: i `' i : ,, Vii: -z" / INLETPFLOW OLTIT NFT Mti„r ,' �. LIQUID 0= TN I, e�� �` •} INLET TEE PROVIDED PER SECTION 15.10.2 , r✓ tiJ I Q S 1� 11 /�... �� ::t TITLE 5 I' , ” •a e 3 1 � r 1.,...�• `. � , �.1.. �� NO. OF OUTLETS= - i z, rte! I f CROSS SECTION VIEW OUTLET TEE' k ?„ DIST. BOX DETAIL:. I _` . �✓ �r 1 C LIQUID DEPTH TEE DEPTH 1 f, NOT TO SCALE SEPTIC TANK DETAIL BELOW Flow LINE 1 1 „ \.,2, t { ✓" - NOT TO SCALE 4 FL 14 INCHES s t' J lC 5 FT 19 INCHES e cr. f41 1. 2 I= I-, iC I a',iv t fn,7 v .r <T,^•t or n _ lbrr.Tto tS rND !� FT r.. � ;>. . .._ -.., .. ., rye .- ... •.."" •. �,,. �' d./ - 2''r I k3rltn*,-i^-�, 5, IICwaN.S �l:'nt:G �S'lu ^E]Pr,an ro _rrver o.� co..rr2��rio.... NCHES - I ' �> 7 FT 29 INCHES vuTTEG"-..r-u_-o 8 FT. 34 INCHES j11 �CF t T: ,.. - _ �t �'1,.t: � DESIGN CALCULATIONS ,I Fou ,� _-, ;��� �/_ _N Y P�.R PA,4l,u NUMBER OF BEDROOMS.... _.._........_......... �} I:" CUEIK. `.."..,^ �..�i_ ,,.1s. -A. 1 Cr ALL 1_g_T�nc T7..tjr. I � ).1' `..-��.: .- PEC'- ..�:., ur ., tf�'. N. (e(a,-._•c s ;-" - '-' TOTAL GARBAGE ESTIMATED FLOW ... _. .... .......... 0o ,c z -E �tl • I ==amu ( 110 GAL/BR./OAY x � BR. ). °1`10_GAL/DAY REQUIRED SEPTIC TANK CAPACITY...,........ 660 GAL ext ACTUAL SIZE OF .SEPTIC TANK ,..., ..,.-..„ 1UOo GAL. i ( LEACHING AREA REQUIREMEIJTS RI/I't1 0 ':_:_.11 C� SIDEWALL AREA z.g GAL./S.F. - �f BOTTOM AREA 1 GAL./S.F. Y. Lo 7 LEACHING CAPACITY (BOTTOM + SIDEWALL) `) GAL. �1 RESERVE LEACHING CAPACITY., ........ IS GAL. ' 7 I y FORM 19/8/87 1 - �j I -I N ` Loc vs ` V -- to 3 ' 5 c �.� S6UND ay LOCATION MAPit LEGEND EXISTING SPOT ELEVATION 00xO EXISTING CONTOUR --- 00 - — - - — - FINAL SPOT ELEVATION @o -.6J FINAL CONTOUR SOIL TEST LOCATION TELEPHONE POLE CY HYDRANT TOWN WATER CATCH BASIN !)� i GENERAL NOTES I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D F Q E. TITLE 5 AND THE TOWN OF L; c..n l t^ RULES 8 REGULATIONS FOR THE 'SUBSURFACE DISPOSAL OF SEWAGE 2.ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 12" OF FINISHED -GRADE 3.EXISTING AND FINAL GRADES SHALL REMAIN ` ESSENTIALLY THE SAME 4.NO DETERMINATION HAS BEEN MADE BY THIS OFFICE AS TO COMPLIANCE WITH TOWN ZONING REGULATIONS, OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 5. THIS PLAN IS VALID IF IT. IS STAMPED AND SIGNED IN RED. THIS OFFICE ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES WHICH DO NOT HAVE ORIGINAL STAMPS AND SIGNATURES 2. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR ,WITHIN 10 FT. OF DRIVES OR PARKING AREAS 7. SETBACK REQUIREMENTS (MINIMUM) FRONT L2 SIDE _L _ REAR 7-0 APPROVED., BOARD OF HEALTH - DATE AGENT PROJECT LOCATION: APPLICANT: Land Use 7e_chnoloqjl� 117c ( FORMERLY R. d.. OHEARN., JNC.J Engineers - Lond Surveyors - Sanitarians 35 'ROUTE 134 - UNIT 3 - P, O. BOX 237 SOUTH DENNIS.. MA. REVISIONS: t, SCALE1 .1 20 DATE: of DP. BY: JbG - APPD. BY JOB NO.: ^r�Z- SHEETOF t FORM 19/8/87