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Home My WebLink About83-661 Site Plan 210 'FT. MIN. 4" CAST IRON (OR — EQUAL) PIPE- MIN. PITCH 1/4 " PER FT. Oo EL= 970 1c3.o EL= 96'2 2.7 INLET CONCRETE COVERS 4" SCH 40 PVC PIPE- MIN. PITCH 1/8" PER FT. CLEAN SAND CONCRET COVERS 12"MAX 2% MIN LEVEL FLOW LINE � Q� J MIN. 96.0 o: EL = — EL= Sf_.�� EL= 9? 2 EL —Z_ o DIST. EL= `92.0 d> ' BOX o 0 7 1C2 v GAL n PRECAST LEACHING o SEPTIC BASIN OR EQUIV. EL= f'6.O L_Ui' 2.4 TANK 1 C' Dt A 1 PROFILE OF -- - BOTTOM OF_TEST HOLE OR OBSERVED WATER TABLE EL = i=3.4 SEWAGE DISPOSAL SYSTEM _ ADJUSTED GROUND WATER TABLE ( / / ) EL = NOT TO SCALE �. L + t I I � I II � I I i I I I I I I 24" CIA. COVERS PLAN VIEW FRAMES 8 COVERS SHALL BE SET WITH MASONRY UNITS WHICH ARE TO BE MORTARED IN PLACE FRAME a COVER SHALL BE SET WITH MASONRY UNITS CLEAN SANDWHICH ARE TO BE MORTARED 7 IN PLACE I / LAYER OF 1/8"- I/2" WASHED STONE a i O = a ° 3/4"- 1 1/2" w WASHED STONE W W e � PRECAST LEACHING A w o BASIN OR EQUIV � 0 6 G LEACHING PIT DETAIL ° 3`MIN. i. OUTLET NOT TO SCALE 6"MIN. FLOW LINE ° 2 MIN• OUTLET TEE IO.MIN. a; r LIQUID DEPTH TEE . DEPTH BELOW FLOW LINE 14 INCHES 4 FT MIN. _ 5 FT. 19 INCHES LIQUID 6 FT. 24 INCHES DEPTH 7 FT 29 INCHES 8 FT 34 INCHES I CROSS SECTION VIEW SEPTIC TANK DETAIL NOT TO SCALE DESIGN CALCULATIONS SOI1L.. " EST SOIL TOP OF FOUND. LOCATION MAP GARBAGE DISPOSAL UNIT �.._CT L� LGT Z4 EL = lU2 O LEGEND: LOT OBSERVATION 2-1- HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE I Boz z5 •° ( tto GAL/BR-/DAY x BR DATE OF TEST 5-2'8 DATE OF TEST S-2 e: DATE OF TEST Cl �� . WITNESSED BY S.Q WITNESSED BY S R. WITNESSED BY 42 GAL. PERC. RATE 42 MIN./INCH PERC. RATE `-Z- MIN./INCH PERC. RATE MIN./INCH TOWN WATER -VV--- SIDEWALL AREA 22 GAL./S F. ELEV.= �._ ELEV. = `�S. ELEV.= tr 2 BOTTOM AREA t '' GAL./S F. D LEACHING CAPACITY ( EOTTC'.1 SIDEWALL) x4 1 7 D \J.)QE t.rJX .fir ��:.. i• -t. .-�l. �r{c) 'Lr s ;�33ShtL ryir� 7 TOP ff Sl}GSOtL i GPSOtL FIRRD PACK 6 '_ Ay C FAY PERF P`Jc_1'S 2' (UNS iTA(L j (UNSJITAP,lE) SQP,'!�IL EL, }O 3 M..cotvM, Yo ;iii r -!y> tTn° cL 84-7_ M•CDN. M SA`)., TO St:_T t44" FL = E4.8 14A• F;L • P.3.9- ;44" .' = `11 2_ WATER AT, EL= WATER AT EL = WATER AT —EL= VC? VA'o DEiLCt1cD 'vvF:r V AT SHG ' NQ N,,G' F�1"� EL • FF 'I �G4_ 2S 0�3�ERV;'�1 io�d �-ttLE Z (y1T1�1,� CDy�-R J ti � ,Ota <�!) 11` ;3AB i�S OF M Nv H,D i"1C�. '1 1 10 'FT. MIN. 4" CAST IRON (OR — EQUAL) PIPE- MIN. PITCH 1/4 " PER FT. Oo EL= 970 1c3.o EL= 96'2 2.7 INLET CONCRETE COVERS 4" SCH 40 PVC PIPE- MIN. PITCH 1/8" PER FT. CLEAN SAND CONCRET COVERS 12"MAX 2% MIN LEVEL FLOW LINE � Q� J MIN. 96.0 o: EL = — EL= Sf_.�� EL= 9? 2 EL —Z_ o DIST. EL= `92.0 d> ' BOX o 0 7 1C2 v GAL n PRECAST LEACHING o SEPTIC BASIN OR EQUIV. EL= f'6.O L_Ui' 2.4 TANK 1 C' Dt A 1 PROFILE OF -- - BOTTOM OF_TEST HOLE OR OBSERVED WATER TABLE EL = i=3.4 SEWAGE DISPOSAL SYSTEM _ ADJUSTED GROUND WATER TABLE ( / / ) EL = NOT TO SCALE �. L + t I I � I II � I I i I I I I I I 24" CIA. COVERS PLAN VIEW FRAMES 8 COVERS SHALL BE SET WITH MASONRY UNITS WHICH ARE TO BE MORTARED IN PLACE FRAME a COVER SHALL BE SET WITH MASONRY UNITS CLEAN SANDWHICH ARE TO BE MORTARED 7 IN PLACE I / LAYER OF 1/8"- I/2" WASHED STONE a i O = a ° 3/4"- 1 1/2" w WASHED STONE W W e � PRECAST LEACHING A w o BASIN OR EQUIV � 0 6 G LEACHING PIT DETAIL ° 3`MIN. i. OUTLET NOT TO SCALE 6"MIN. FLOW LINE ° 2 MIN• OUTLET TEE IO.MIN. a; r LIQUID DEPTH TEE . DEPTH BELOW FLOW LINE 14 INCHES 4 FT MIN. _ 5 FT. 19 INCHES LIQUID 6 FT. 24 INCHES DEPTH 7 FT 29 INCHES 8 FT 34 INCHES I CROSS SECTION VIEW SEPTIC TANK DETAIL NOT TO SCALE DESIGN CALCULATIONS NUMBER OF BEDROOMS LOCATION MAP GARBAGE DISPOSAL UNIT { LEGEND: TOTAL ESTIMATED FLOW EXISTING SPOT ELEVATION 00X0 ( tto GAL/BR-/DAY x BR FINAL SPOT ELEVATION GAL./DAY REQUIRED SEPTIC TANK CAPACITY �� GAL. ACTUAL SIZE OF SEPTIC TANK 100 =• GAL. LEACHING AREA REQUIREMENTS (> TOWN WATER -VV--- SIDEWALL AREA 22 GAL./S F. CATCH BASIN BOTTOM AREA t '' GAL./S F. LEACHING CAPACITY ( EOTTC'.1 SIDEWALL) x4 1 7 GAL. \J.)QE t.rJX .fir ��:.. i• -t. .-�l. �r{c) RESERVE LEACHING CAPACITY ryir� 7 GAL. /—REMOVEABLE COVER OUTLET PIPES AS REQUIRED INLET ,. OUTLET FLOW NLI N E t �r (' 2 6' " INLET TEE PROVIDED PER SECTION 15.10.2 TITLE 5 NO. OF OUTLETS > DIST. BOX DETAIL NOT TO SCALE N f1-' = hE-`�', ,��, .�• �:^E'er � ��. C F M1+pS I o� RICHARD E GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TITLE 5 AND THE TQWN0jOF '_u2J"r2-lR 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 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 O MIN. SIDE SETBACK SS APPROVED: BOARD OF HEALTH DATE AGENT PROJECT LOCATION: _ IS�tGTYJC��r:> i +� 7P.rtl.OUT� T�^.2t TIiA. APPLICANT' R. J. ONEARw, /Rc Reg. Land Surveyors - Reg. Sanitarians 35 ROUTE /34 - UNIT 2 - P. 0. BOX 237 SOUTH DEIVAUS, A.M. .,;,`4•':•a''`"" REVISIONS SCALES DATES DR. BY: - APPD. BY: JOB NO.: SHEET 2OF ? FORM 11/6/ 85 LOCATION MAP LEGEND: EXISTING SPOT ELEVATION 00X0 EXISTING CONTOUR - - --00 - - - - - - - FINAL SPOT ELEVATION 07070 FINAL CONTOUR1 SOIL TEST LOCATION TELEPHONE POLE d HYDRANT (> TOWN WATER -VV--- VV CATCH BASIN GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TITLE 5 AND THE TQWN0jOF '_u2J"r2-lR 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 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 O MIN. SIDE SETBACK SS APPROVED: BOARD OF HEALTH DATE AGENT PROJECT LOCATION: _ IS�tGTYJC��r:> i +� 7P.rtl.OUT� T�^.2t TIiA. APPLICANT' R. J. ONEARw, /Rc Reg. Land Surveyors - Reg. Sanitarians 35 ROUTE /34 - UNIT 2 - P. 0. BOX 237 SOUTH DEIVAUS, A.M. .,;,`4•':•a''`"" REVISIONS SCALES DATES DR. BY: - APPD. BY: JOB NO.: SHEET 2OF ? FORM 11/6/ 85