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Home My WebLink About83-1455 - Site Plan002. �r—P1.T EM NYP NA6 1496 .. FIi4E SAND .FINE 0 30.96 e m"_ ` - Isb El.•t8.e 144 Ete i9.t. EWA•T£R-AT = _= - NATE#2 1T.== L WATER AT EL = — t TOP OF FOUL EL = 33 0 (E'SIs•nN(.) -- 6EC?�GFTO\V t� L_ANDI N G Z P P. 4 / 1 O 10 i 10 FT. MIN. a'. o. 4 CAST IRON (OR - EQUAL) PIPE -MIN. PITCH 1/4 PER FT/. D' EL= (01wtiVM) EL= 27.6 20 FT. MIN. CONCRETE COVERS — �-12" MAX FLOW LINE 10" I MIN. \f 00 GAL SEPTIC TANK 4" SCH 40 PVC CLEAN SAND PIPE -MIN. PITCH CONCRETE 1/8" PER FT. COVERS 2-0„ 2% MIN. LEVEL ff�:7"7_ EL= L7 Q o .... EL= 26 G EL= zo 4-EL=DISTBOX O ?. o c9 N AS REQUIRED ci e � o� � a G:vecFco,.r,r 1 i I APPROVED: BOARD OF HEALTH `\ W V9 n�e� SOIL TEST e... 4 FT. MIN. 8 i INLET FLOW OUTLET LOCATION MAP s OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 ` DATE OF jTEST It Z9-8`1 DATE OF TEST II'z9-S9 DATE OF TEST WITNESSED BY D M WITNESSED BY WITNESSED BY PERC. RATE c2 MIN./INCH PERC. RATE MIN./INCH PERC. RATE MIN./INCH ELEV.- 31 ELEV.= 31 L ELEV.= Top 4 sip'sotL - - _ .TOP. -d SUB501L PROJECT LOCATION: 30 , CLi Z9.! 310 0.- 29.1 r-JOC SAND o: - (.0 , Zr�4 Et bo -Z6.L rE0IZ6ET0V/0 LAQL)Ith 6 YAP MOUT!-i'"A I _ � . , CLAY INLET TEE PROVIDED •: C6 EL: zc. I 6O E1:. 26. I APPLICANT: 4 . �r—P1.T EM NYP NA6 1496 .. FIi4E SAND .FINE 0 30.96 e m"_ ` - Isb El.•t8.e 144 Ete i9.t. EWA•T£R-AT = _= - NATE#2 1T.== L WATER AT EL = — t TOP OF FOUL EL = 33 0 (E'SIs•nN(.) -- 6EC?�GFTO\V t� L_ANDI N G Z P P. 4 / 1 O 10 i 10 FT. MIN. a'. o. 4 CAST IRON (OR - EQUAL) PIPE -MIN. PITCH 1/4 PER FT/. D' EL= (01wtiVM) EL= 27.6 20 FT. MIN. CONCRETE COVERS — �-12" MAX FLOW LINE 10" I MIN. \f 00 GAL SEPTIC TANK 4" SCH 40 PVC CLEAN SAND PIPE -MIN. PITCH CONCRETE 1/8" PER FT. COVERS 2-0„ 2% MIN. LEVEL ff�:7"7_ EL= L7 Q o .... EL= 26 G EL= zo 4-EL=DISTBOX O ?. PRECAST LEACHING o O 22 t, BASIN/ GALLEY OR EL='Z ' LEGEND: EQUAL EXISTING SPOT ELEVATION 00x0 ' DIA. 4' EXISTING CONTOUR ----00 - - - - - - FINAL SPOT ELEVATION 0.0 FINAL CONTOUR - rrx t PROFILE OF _ _ _ BOTTOM OF TEST HOLE 70R-OBSERVM:=-IVAT-E3r=TABtE-' EL = 18 I- SOIL TEST LOCATION LOTS L !•j SEWAGE DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE { / / ) EL = TELEPHONE POLE 0 NOT TO SCALE - TOP CK CL - !'ISL Z9, Soo S. t It IF I , _ ao / //! O.r`;, • I \I 11 � � c'1 v til �� J r ! H YBgLElS 32 ?U I 1 F \ \ \ e i� �• •� ,\ 2, c)S-CA"'"—tom - \\ AIV 1 \ \ :T \00 \ \ \ \ \ \ \ 1ItIt INLETIr : I'V 0 \ \ . Z/A , t sv 7 S t 90 - �x \ � O \ \ ED6£ oc' FLAG6tU Wp-z—1 u N0 \ R"l DAVID Ni. BvV_DtCI< R \ TaP Dc Ff• �, ,D C6v:SrAl Ptd DAViU rl Goclmct_ \ 1 HYDRANT lly- TOWN WATER W— as W CATCH BASIN 7 �1 -� FRAME a COVER SHALL BE SET WITH MASONRY UNITS CLEAN SAND WHICH ARE TO BE MORTARED IN PLACE GENERAL NOTES L - J 1. ALL WORKMANSHIP AND MATERIALS SHALL ITLE STONE TOWN CONFORM OF YAP_MO) fA TRULES 58AREGU REGULATIONS I 2 LAYER OF 1/8" - 1/2" WASHED FOR THE SUBSURFACE DISPOSAL OF SEWAGE A 0 0 2.ALL COVERS TO SANITARY UNITS SHALL BE �I o ° m BROUGHT_ TO WITHIN 12° OF FINISHED GRADE t I &EXISTING AND FINAL GRADES SHALL REMAIN ° .6 3/4% 1 1/2 ESSENTIALLY THE SAME 1 I w WASHED STONE 4 Q 0 5 UCL 0 ° 4. NO DETERMINATION HAS BEEN MADE BY THIS ww a OFFICE AS TO COMPLIANCE .WITH`, TOWN L ; _ ;- - - - - - - - - - --� h PRECAST LEACHING ZONING REGULATIONS. OWNER/ APPLICANT IS P w 9 BASIN / GALLEY OR TO OBTAIN SUCH DETERMINATION FROM EQUAL APPROPRIATE ,-AUTHORITY. 24� DIA. COVERS 0 0 0 - 5.THIS PLAN IS VALID IF IT IS STAMPED AND PLAN VIEW j SIGNED IN RED. R I OFFICE ASSUMES D IL_l/z' RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES WHICH DO NOT HAVE ORIGINAL FRAMES S COVERS SHALL q'p,q STAMPS AND SIGNATURES BE SET WITH MASONRY UNITS _ WHICH ARE TO BE MORTARED 6. ALL COMPONENTS OF THE SANITARY SYSTEM IN PLACE SHALL BE CAPABLE OF WITHSTANDING H-10 LEACHING FACILITY LOADING UNLESS THEY ARE UNDER OR WITHIN ° 10 FT, OF DRIVES OR PARKING AREAS. H-20 3°MIN. a:• OUTLET NOT TO SCALE LOADING SHALL BE USED UNDER OR WITHIN 6 MIN. FLOW LINE 10 FT. OF DRIVES OR PARKING AREAS ?' 2 MIN REMOVEABLE COVER 7 SETBACK REQUIREMENTS (MINIMUM) IO MIN. UTLET PIPES FRONT SIDE REAR o c9 N AS REQUIRED ci e � o� � a G:vecFco,.r,r 1 APPROVED: BOARD OF HEALTH `\ W V9 n�e� e... 4 FT. MIN. 8 INLET FLOW OUTLET LOCATION MAP PRECAST LEACHING o O 22 t, BASIN/ GALLEY OR EL='Z ' LEGEND: EQUAL EXISTING SPOT ELEVATION 00x0 ' DIA. 4' EXISTING CONTOUR ----00 - - - - - - FINAL SPOT ELEVATION 0.0 FINAL CONTOUR - rrx t PROFILE OF _ _ _ BOTTOM OF TEST HOLE 70R-OBSERVM:=-IVAT-E3r=TABtE-' EL = 18 I- SOIL TEST LOCATION LOTS L !•j SEWAGE DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE { / / ) EL = TELEPHONE POLE 0 NOT TO SCALE - TOP CK CL - !'ISL Z9, Soo S. t It IF I , _ ao / //! O.r`;, • I \I 11 � � c'1 v til �� J r ! H YBgLElS 32 ?U I 1 F \ \ \ e i� �• •� ,\ 2, c)S-CA"'"—tom - \\ AIV 1 \ \ :T \00 \ \ \ \ \ \ \ 1ItIt INLETIr : I'V 0 \ \ . Z/A , t sv 7 S t 90 - �x \ � O \ \ ED6£ oc' FLAG6tU Wp-z—1 u N0 \ R"l DAVID Ni. BvV_DtCI< R \ TaP Dc Ff• �, ,D C6v:SrAl Ptd DAViU rl Goclmct_ \ 1 HYDRANT lly- TOWN WATER W— as W CATCH BASIN 7 �1 -� FRAME a COVER SHALL BE SET WITH MASONRY UNITS CLEAN SAND WHICH ARE TO BE MORTARED IN PLACE GENERAL NOTES L - J 1. ALL WORKMANSHIP AND MATERIALS SHALL ITLE STONE TOWN CONFORM OF YAP_MO) fA TRULES 58AREGU REGULATIONS I 2 LAYER OF 1/8" - 1/2" WASHED FOR THE SUBSURFACE DISPOSAL OF SEWAGE A 0 0 2.ALL COVERS TO SANITARY UNITS SHALL BE �I o ° m BROUGHT_ TO WITHIN 12° OF FINISHED GRADE t I &EXISTING AND FINAL GRADES SHALL REMAIN ° .6 3/4% 1 1/2 ESSENTIALLY THE SAME 1 I w WASHED STONE 4 Q 0 5 UCL 0 ° 4. NO DETERMINATION HAS BEEN MADE BY THIS ww a OFFICE AS TO COMPLIANCE .WITH`, TOWN L ; _ ;- - - - - - - - - - --� h PRECAST LEACHING ZONING REGULATIONS. OWNER/ APPLICANT IS P w 9 BASIN / GALLEY OR TO OBTAIN SUCH DETERMINATION FROM EQUAL APPROPRIATE ,-AUTHORITY. 24� DIA. COVERS 0 0 0 - 5.THIS PLAN IS VALID IF IT IS STAMPED AND PLAN VIEW j SIGNED IN RED. R I OFFICE ASSUMES D IL_l/z' RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES WHICH DO NOT HAVE ORIGINAL FRAMES S COVERS SHALL q'p,q STAMPS AND SIGNATURES BE SET WITH MASONRY UNITS _ WHICH ARE TO BE MORTARED 6. ALL COMPONENTS OF THE SANITARY SYSTEM IN PLACE SHALL BE CAPABLE OF WITHSTANDING H-10 LEACHING FACILITY LOADING UNLESS THEY ARE UNDER OR WITHIN ° 10 FT, OF DRIVES OR PARKING AREAS. H-20 3°MIN. a:• OUTLET NOT TO SCALE LOADING SHALL BE USED UNDER OR WITHIN 6 MIN. FLOW LINE 10 FT. OF DRIVES OR PARKING AREAS ?' 2 MIN REMOVEABLE COVER 7 SETBACK REQUIREMENTS (MINIMUM) IO MIN. UTLET PIPES FRONT SIDE REAR Mill FORM 9/9/87 o AS REQUIRED °. 6'-0^ APPROVED: BOARD OF HEALTH e... 4 FT. MIN. INLET FLOW OUTLET LIQUIDi 1 LINE ' i,� \ DATE AGENT DEPTH 1 �� 1 6u o 2" PROJECT LOCATION: o: rE0IZ6ET0V/0 LAQL)Ith 6 YAP MOUT!-i'"A a:. INLET TEE PROVIDED APPLICANT: -9 PER SECTION 15.10.2 TITLE 5 l%EILL y CROSS SECTION VIEW OUTLET TEE NO. OF OUTLETS: L anal J Use U LIQUID DEPTH TEE DEPTH SEPTIC TANK DETAIL BELOW FLOW LINE 4 FT. 14 INCHES DIST, BOX DETAIL (�./) NOT TO SCALE 5 FT. 19 INCHES NOT TO SCALE 6 FT. 24 INCHES re n I _ 7 FT 29 INCHES $ CONT2A.LTYX1 1'., QES PO NSiBLE CJS VEQI�IGA•S-10 nt O>' ALL t7ElVA'f�o�-l5 ANp - /0qj,1 /C 8 FT. 34 INCHES FORMERLY R J. "OWEARN , tNC. a.cONsrz�cno�l o� DEcxs< ET1CL05VPF o� vnnv ,o sem. er Ha to.INc.ercA.r4. Engineers- Land Surveyors - Sanitarians DESIGN CALCULATIONS °. WAIFS Ur -AC TO es ErJ A EU IJ mNce_eTE wI+EeE cr2ussEo ayscant uNE. 35 ROUTE /34 — U/V/T 3 —P O. BOX 237 NUMBER OF BEDROOMS. o+sn�c cEsspoo� Tv ¢E Pvr,oEv e MovenVE�c�v ,vinl SOUTH DENN/S MA. �> cLwN MEDIVM sA�lo, , GARBAGE DISPOSAL UNIT ._ _ __. _ z LJFc ES Hn L )?E Gm[Eo P¢10C Tb CCCAVAT,O" A14D SHALL REt•IAW UNnL ,+' *`"'""'s., REVISIONS; TOTAL ESTIMATED FLOW A �-1 DI;IV EUEV nZ.ET.� Ll r'E 2F�IEGArs�fttD. � � .�'S !'t o,f ( Ila GAL/BR./DAY x BR. )......... _ SSo GAL./DAY3 Fl¢rT% T' CE kcvc oA it iEU IMnrY'�Tely Fo tOw Nf CnNST12V cn onl,• ` REQUIRED SEPTIC TANK CAPACITY . 8z S GAL •" ': ACTUAL SIZE OF SEPTIC TANK. ......... ..... $Q GAL. LEACHING AREA REQUIREMENTS - 3r �2op. f%ni>ts SIDEWALL AREA 2.S GAL./S.F. 9�- BOTTOM AREA t0 GAL./SF. LEACHING CAPACITY (BOTTOM +SIDEWALL) G2Z tI GAL.aha\xO r _Rt`/ 12-20-F3 1 _]DC, Z i( 2,2 S , P x 3 S A- S) . ( l o . TT " 4. S + 4 S "� P1Cl1AF7 \T SCALE: I -ZO DATE; 11- 30_ 189 . J. RESERVE LEACHING CAPACITY ............ L• 22.0 GAL. a# OFEi^ .` - DR. BYEAPP D. BY: "• �'r JDG .. JOB NO.! 4428 - S HEET__j_OF ,: Mill FORM 9/9/87