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HomeMy WebLinkAbout83-660 Site Plan 210 FT. MIN. 4!' CAST IRON (OR - EQUAL) PIPE- MIN. PITCH 1/4 PER FT. °D EL= 106 EL= G i I L) /iSSUMEU �ecue5 J. J_ EDGE OF �4z LOT 34 / I'. �/ '�,� � bar, �''i •, � ,. 1 / d' N il. _ _ _ �1'd��- N'•, _ -� S.T. 1 / / F rn I oI x 9 l//J, s " . i _ � •,1 �\ 101 &7 / 14') ., I i qe, f 2>rn we4tanci 14- x \wl)t ou- � -U % /(irYwa(1 —1-7 t i �- / X All I,8 ..,.� loco s� ' I •/ I(\ ON r. oEDTIC "' KSI 10r14- 1 1001 Al -,OrTi ---------------- St UCKET j `— osxc VYtDE iaQ � 1 65' loz a. x I L/6 x 150 = SO c 65, OK BREWOUT C,kLC.S. 20 FT. MIN. CONCRETE COVERS a. L12"MAX rrE - 2% MIN FLOW LINE- VEL 10i MIN. EL= L21 F3 c-: 6 EL= lcxi S EL = 04.3 0 o Q EL= DIST o BOX o 0 7 O 4' SCH 40 PVC PIPE- MIN. PITCH 1/8" PER FT. CLEAN SAND CONCRETE COVERS )OCU GAL PRECAn _ SEPTIC BASIN SORLEQUHV.G o Q L EL= TANK i 12' TDIA. PROFILE OF SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL = 7 - ADJUSTED GROUND WATER TABLE EL= NOT TO SCALE INLET e PLAN VIEW SOIL TEST NUMBER OF BEOROONS TOP OF FOUND. 13- \ GARBAGE DISPOSAL UNIT SET WITH MASONRY UNITS EL ._ //0.0 OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 DATE OF TEST 10-121-82 DATE OF TEST DATE OF TEST \000 WITNESSED BY S- P- WITNESSED BY S.R. WITNESSED BY SIDEWALL AREA Z ; GAL./S.F. PERC. RATE ez MIN./INCH PERC. RATE MIN./INCH PERC. RATE MIN./INCH ELEV.= 101.7 ELEV.= Io2 0 GAL. ELEV= OUTLET 0 O _ t 6"MIN. FLOW LINE GAL. TOP t SUBSOIL TOP it SUF SWL 36„ 14 ` 1 a; CLEAN MEDIUM CLEkK MED4Uh1 OUTLET TEE SAND SAND LIQUID 13Z" ft3z° WATER AT,!?= n EL= 0.7 n WATER AT t?0 EL= I O WATER AT EL= SOIL TEST LOCATION TELEPHONE POLE HYDRANT TOWN WATER —W--- —W— °' 10 FT. MIN. 4!' CAST IRON (OR - EQUAL) PIPE- MIN. PITCH 1/4 PER FT. °D EL= 106 EL= G i I L) /iSSUMEU �ecue5 J. J_ EDGE OF �4z LOT 34 / I'. �/ '�,� � bar, �''i •, � ,. 1 / d' N il. _ _ _ �1'd��- N'•, _ -� S.T. 1 / / F rn I oI x 9 l//J, s " . i _ � •,1 �\ 101 &7 / 14') ., I i qe, f 2>rn we4tanci 14- x \wl)t ou- � -U % /(irYwa(1 —1-7 t i �- / X All I,8 ..,.� loco s� ' I •/ I(\ ON r. oEDTIC "' KSI 10r14- 1 1001 Al -,OrTi ---------------- St UCKET j `— osxc VYtDE iaQ � 1 65' loz a. x I L/6 x 150 = SO c 65, OK BREWOUT C,kLC.S. 20 FT. MIN. CONCRETE COVERS a. L12"MAX rrE - 2% MIN FLOW LINE- VEL 10i MIN. EL= L21 F3 c-: 6 EL= lcxi S EL = 04.3 0 o Q EL= DIST o BOX o 0 7 O 4' SCH 40 PVC PIPE- MIN. PITCH 1/8" PER FT. CLEAN SAND CONCRETE COVERS )OCU GAL PRECAn _ SEPTIC BASIN SORLEQUHV.G o Q L EL= TANK i 12' TDIA. PROFILE OF SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL = 7 - ADJUSTED GROUND WATER TABLE EL= NOT TO SCALE INLET e PLAN VIEW NUMBER OF BEOROONS /--FRAMES FRAMES & COVERS SHALL 13- \ GARBAGE DISPOSAL UNIT SET WITH MASONRY UNITS TOTAL ESTIMATED FLOW h'o. Gil WHICH ARE TO BE MORTARED 330 GAL./ DAY REQUIRED SEPTIC TANK CAPACITY 4a.� IN PLACE ACTUAL SIZE OF SEPTIC TANK \000 GAL. LEACHING AREA REQUIREMENTS o SIDEWALL AREA Z ; GAL./S.F. BOTTOM AREA 1 <' GAL./S.F. LEACHING CAPACITY ( BOTTOM SIDEWALL) 3'MIN. GAL. ',7.14<1.Cr1rl.j•+�� t4r2.Sr12+4 OUTLET RESERVE LEACH'NG CAPACITY _ t 6"MIN. FLOW LINE GAL. _r —�2" MIN. ' �10MIN. MALL' • " ; . PpNt3., �PoNb ,.i a; OUTLET TEE LIQUID DEPTH LEGEND: r EXISTING CONTOUR - - - -00 - - - - - - - FINAL SPOT ELEVATION 00. FINAL CONTOUR r� SOIL TEST LOCATION TELEPHONE POLE HYDRANT TOWN WATER —W--- —W— °' 'S,411 4 FT CONFORM TO O.E.Q.E. TITLE 5 AND THE TOWN OF YAF I�IoOTH RULES & REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2.ALL COVERS TO SANITARY UNITS SHALL BE 5 FT. ESSENTIALLY THE SAME 4.NO DETERMINATION HAS BEEN MADE BY THIS 4 FT MIN. ZONING REGULATIONS.' OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM 6 FT. AND SIGNED IN RED. THIS OFFICE ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED LIQUID STAMPS AND SIGNATURES 6.ALL COMPONENTS OF THE SANITARY SYSTEM 7 FT. 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN DEPTH MIN. FRONT SETBACK MIN, REAR SETBACK 2 8 FT -CROSS SECTION VIEW SEPTIC TANK DETAIL NOT TO SCALE DESIGN CALCULATIONS NUMBER OF BEOROONS 13- \ GARBAGE DISPOSAL UNIT V O TOTAL ESTIMATED FLOW h'o. Gil e'•'/ ( ' 1C GAL / BR /DAY x E7 BR.) 330 GAL./ DAY REQUIRED SEPTIC TANK CAPACITY 4a.� GAL. ACTUAL SIZE OF SEPTIC TANK \000 GAL. LEACHING AREA REQUIREMENTS o SIDEWALL AREA Z ; GAL./S.F. BOTTOM AREA 1 <' GAL./S.F. LEACHING CAPACITY ( BOTTOM SIDEWALL) 4S0 GAL. ',7.14<1.Cr1rl.j•+�� t4r2.Sr12+4 RESERVE LEACH'NG CAPACITY 'A20 GAL. FRAME & COVER SHALL BE SET WITH MASONRY UNITS CLEAN SAND7 WHICH ARE TO BE MORTARED IN PLACE 2' LAYER OF 1/8"- I/2' WASHED STONE o e tt _ o t � G = a 3/4'- 1 1/2" Z p D �t( >__ D WASHED STONE a ~~ va � ww a PRECAST LEACHING w BASIN OR EQUIV d � 3 C 3—�J I Z' LEACHING PIT DETAIL NOT TO SCALE r—REMOVEABLE COVER OUTLET PIPES AS REQUJ�� TEE .DEPTH BELOW FLOW LINE 14 INCHES INLET19 INCHES FLOW OUTLET 24 INCHES � }' `LINE29INCHES341NCHES ' t 2' INLET TEE PROVIDED PER SECTION 15.10.2 TITLE 5 N0, OF OUTLETS 3 DIST BOX DETAIL NOT TO SCALE 1 NAli rj r7 ' /4 .5a cF Me RI^ D J. HEA R+I 9` 27871 . c 13- \ u,. PS h'o. Gil e'•'/ /4 .5a cF Me RI^ D J. HEA R+I 9` 27871 FORM it/6/ 85 13- \ �9 Q� o MALL' • " ; . PpNt3., �PoNb ,.i LOCATION MAP LEGEND: EXISTING SPOT ELEVATION Cop EXISTING CONTOUR - - - -00 - - - - - - - FINAL SPOT ELEVATION 00. FINAL CONTOUR r� SOIL TEST LOCATION TELEPHONE POLE HYDRANT TOWN WATER —W--- —W— CATCH BASIN GENERAL NOTES: I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.Q.E. TITLE 5 AND THE TOWN OF YAF I�IoOTH RULES & REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2.ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 12" OF FINISHED GRADE &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 ONLY 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 6.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 MIN. FRONT SETBACK MIN, REAR SETBACK 2 MIN. SIDE SETBACK IS APPROVED: BOARD OF HEALTH DATE AGENT PROJECT LOCATION: SOT 3S - N D ERNI S SETULKET oADS YA T�AN APPLICANT: (_HAMBERL1\ iN R, d. O NEARAI) IVC. Reg. Land Surveyors - Reg Soniforions 35 ROUTE 134 - UNIT 2 - P. 0. BOX 237 SOUTH DENNIS, MA. REVISIONS -POA/ SCALE; I, -I-20' DATE: 12-30-85 DR. BY: T I) G APPD. BY: nD�� JOB NO.: 33bZ- 3S SHEET OF .L —L FORM it/6/ 85