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HomeMy WebLinkAbout83-1185 - Site Plan20 FT MIN. SOIL TEST TOP OF FOUND. ----= -- - `. �� EL. = 1 -._ -� to Fr MIN • OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 CONCRETE— COVERS -4 SCH. 40 Pvc CLEAN SAND DATE OF TEST "� ' DATE OF TEST " DATE OF TEST PIPE -MIN. PITCH c WITNESSED BY ✓ "''`' WITNESSED BY n �' "" WITNESSED BY -, _- I/8 PER FT. 1 PRECAST PERC. RATE `Z MIN./INCH PERC RATE rAIN./INCH PERC RATE MIN./INCH 4 ' CAST IRON (OR EQUAL) S --- FLOWDIFFUSOR 2 LAYER OF P,PE-MIN. � f2 I J t—L „ MAX. MI N.'EL= IC. 4 1/8-1/2" WASHED - L : ELEV.= h -LEY. - < `; ELEV. = PITCH 1/4 PER FT. I = STONE 2-O - i6 2% MIN.' LEVEL i �. ilk'/,F_=/ FLOW' LINE N z - - EL i. ` EL= lO a- / , IO" MIN. rte' �EL= 97 i F ^i�i�-,=„lE-•_ssr•Jp M�`_>-F:J-.c .,'k,� <, _I ` p D EL= g,l EL- a o 0 0 o p'r o Q 4Op _ ELc--t.<- '\-E L= �l.z- 0 D p v <- EL= I'l EL= r se..H.0 tt•.z z _v_ <z tdx<; ESL.. I.7 : - .: �:... DIST 3/4”-1 1/2" BOX WASHED STONE — 4' WATER AT sz EL= z 7- WATER AT IzL EL= I.2 WATER AT—EL= 7 GAL. $,.C'', E- �t:.�}'-. f ; f. C�.a t_'�:: �-y- 7 a �..:�, ns ,1..". 1-:. • iI - SEPTIC OBSERVED WATER . TABLE EL= -Y N\<11FST q�:J3U TANK PT?3USTED ;fii#TOUNL:-:S'ATER.- EL= n 1 Etc Ly iL2,_ r r 11nn ._..✓'.c�.r r-} F+..f*�l 2v. ICJ. Iz-98 h PROFILE OF sLcr,o-+ ° ;. SEWAGE DISPOSAL SYSTEM \ NOT TO SCALE -CLEAN OUT AND INSPECTION COVER Ir 1.1 I 1 j ( I I \ PLAN VIEW I C '4 r L / - > L_ C� C117 I'll y: —241 DICOVERS © :j rl O ,j { : PLAN VIEW FRONT VIEW SIDE VIEW I FRAMES 3 COVERS SHALL r SE_T WITH MnSONRY UNITS FLOWDIFFUSOR DETAIL I i BE LI ( i` WHICH ARE TO BE MORTARED I> ( 1 P N SCALE - A _ NOT T 17-1 1 f INLET a o 0 3 MIN. OUTLET �REMOVEABLE COVER 6 MIN. MI NFLOW LINE—� _,y OUTLET PIPES— _ _ AS REQUIRED MIN �IO hlN. a. r' INLET FLOP! OUTLET I J k w 1.. I i t '".� .r✓1c } f I/. I :_o j' _ .; • _�.. , I ALINE7. �: 4 FT. MIN. LIQUID n L, 2.. G.. - -- �- DEPTH INLET TEE PROVIDED PER SECTION 15.10.2 I TITLE 5 NO. OF OUTLETS: - r CROSS SECTION VIEW OUTLET TEE AIL I �•, � _ -.l DIST. BOX DET - 1 _ LIQUID DEPTH TEE DEPTH l ! 0 SCALE V> : E SEPTIC TANK DETAIL BELOW Flow LINE NOT T r' NOT TO SCALE 4 FT 14 INCHES 5 FT. 19 INCHES - U rr:urc'n.c�Qa' r'C.:lrorl`nL� tnJ'. v.-:� '>+T,,;;,a- a� n�i c.o<'�..,.;,a� r•"�G 1 `.. - `.. -:: k-�x'yn T1^.i� ,til<t-.J ✓t�G E;<_'_ G VT�u r-•�f,, Aa,o� ro �>•ivrr o� �o,a rn..c ria..:. 6 FT. 24 INCHES -. - - 1 7 FT. 29 INCHES 9_ (,OTTi�, .;.,, u_ LkD' D :. c,, oAT_ nNo r--ec [ Tr„-.zc r; J 1 8 FT. 34 INCHES I pic Z 2 OF 2 � T,O'JS 4 ' DESIGN CALCULATIONS - r.l_... NUMBER OF BEDROOMS: __..._: A Z cxr y� ✓e;. sE+cL. r_ vJ_:xi_ , F h. r- n� Au- GARBAGE u O ,.•.,, CF t. .LTr; Q<P r-Y^..E ..,.J ES k'<FG Sty u-(- v1-�•., cc:. { GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW 13 l-c,T ,sLcx:oT�'o 1'd Fc.,'>ra- 21�+tE Cie - U-E� iO.o P-=� F,�-`, - S`17 -r•= :. GAL / BR./ DAY x `? BR.) ..... 'T`�� GAL./DAY REQUIRED SEPTIC TANK CAPACITY---_-6� GAL. - ACTUAL SIZE OF S�PTIC TANK _ ID_» GAL. LEACHING AREA REQUIREMENTS I�t> < Jso_ lu- s CK BOTTO LL AREA 1 0 GAL./S.F. . (J BOTTOM AREA GAL./S.F.: 7 LEACHING CAPACITY (BOTTOM t SIDEWALL) GAL. 5 ”' 0: RESERVE LEACHING CAPACITY... _ =44 } GAL. / s , t� FORM 9/8/87 V4r W � � vV JT `- _ N } , r N 3 , �`Y,PI.!� SDVND LOCATION MAP LEGEND EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR --- 00 — — — — — — - FINAL SPOT ELEVATIONFUM FINAL CONTOUR 00 SOIL TEST LOCATION TELEPHONE POLE -0- }HYDRANT HYDRANT0 TOWN WATER --- -W----==---Vd---- CATCH BASIN GENERAL NOTES I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TITLE 5 AND THE TOWN OF Ar2t�n�rT71 RULES a REGULATIONS FOR THE SUBSURFACE DISPOSAL O� 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 b 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 li 20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS 7 SETBACK REQUIREMENTS (MINIMUM) FRONT — SIDE _ .`—_ REAR APPROVED: BOARD Or HEALTH DATE-� --AG(N.7__-,_ PROJECT LOCATION: ;T"li i4/ APPLICANT Land Use, Teclino%gy, Inc. ( FORMERLY R. J. OHEARN , /P✓C. ) Engineers - Land Surveyors - Sanitarians 35 ROUTE 134 - UNIT 3 - P O. BOX 237 SOUTH DENNIS, MA: Z 1npp !Alp SCALE - - DATE: DR. .BY : JGG - APPD. BY JOB NO.: SHEET I—. OF FORM 9/8/87