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HomeMy WebLinkAboutEngineered Plan - Rev. 1993s�v,E.ET /o PA,ec l— /-/-4 /-4 A TOP OF FOUND. E L. = u °. c �,A/ eC -7-7o u g taus /tam `B€,u-Y � 10 FT MIN. 4' CAST IRON PIP - MIN. PITCH 1/4 PER FT SEL.= / S /Vc7E ?. v EL -z 4. 75 /6 77- 0,p- 0-e. -q "/>vc .44 s�ovip.E M/N• to "GVV.ER ov,�e aim'. M^>, /D /993 AP-OVP 11/orO.S 1� o� I 1 S�� .fps= /yo rec S 4A/-/.�7-- FT MIN. TOP CONCRETE - COVERS 12"MAX. i 4" $CH. 40 PVC PIPE- MIN. PITCH 1/811 PER FT. FLOW UNE 110" IL IWIN.EL, EL.= TRS/GH S �.4 eH z '- 9 wires 9fI �FF,EGT/v,� D,FpTH .30 - ,-CLEAN SAND x/sr. E j: - t u vEt✓ Fic_c_ Tb L �2 M%N. ffFie 2 ,F OF 1/8'-!I/2 A S H E D STONE v l \ 1 Cj A> - FL.o • 0 0o• �. ��b8G G °c o `b do oo w�oC �vup �G � � a EL.= 4./9 D ()VV o =L29c io c, e d-,��e e o 3-44 DI ST. 3/4% 1 1/2,. h•EPTH 6'BOXWASHED STONE o p. 3 -5 000 GAL. - SEPTIC GROUND WATER TABLE SAN IK PROFILE OF SEWAGE DISPOSAL SYSTE NOT TO SCALE E L .Oas,y�n O..¢4 Upo�>V NO 4dD.D/T:/ 7-0 ST/Wl� HOf-J 4 DESIGN CALCULATIONS SOIL Wes 7- S`• DATE OF SOIL TEST 13,1992 GARBAGE DISPOSAL UNIT ......................... APPLICANT: WITNESSED BYy'Q"!D sow /S�/9ie K 13 • r� O YS/,E�' ,�' TOTAL S1'IMATEO FLOW ( 'GAL/SR./DAY. x ? BR. )..........��© GAL./DAY PERCOLATION RATE MIN./ INCH J08 N0. APPD. BY ;+ "P -Ax .o OG Us OBSEBVATI I ON HOLE Tdw�f HOLE 2 ACTUAL- -_SITE -OF _ SEPTIC _ TANK, �..., ....,. h 4D0 GAL_ -CELEVATION ELEVATION = f LEACHING AREA REQS E�1�NTS of SIDEWLL. AREA _____- GAL./S-F LOCATION MAP s�v,E.ET /o PA,ec l— /-/-4 /-4 A TOP OF FOUND. E L. = u °. c �,A/ eC -7-7o u g taus /tam `B€,u-Y � 10 FT MIN. 4' CAST IRON PIP - MIN. PITCH 1/4 PER FT SEL.= / S /Vc7E ?. v EL -z 4. 75 /6 77- 0,p- 0-e. -q "/>vc .44 s�ovip.E M/N• to "GVV.ER ov,�e aim'. M^>, /D /993 AP-OVP 11/orO.S 1� o� I 1 S�� .fps= /yo rec S 4A/-/.�7-- FT MIN. TOP CONCRETE - COVERS 12"MAX. i 4" $CH. 40 PVC PIPE- MIN. PITCH 1/811 PER FT. FLOW UNE 110" IL IWIN.EL, EL.= TRS/GH S �.4 eH z '- 9 wires 9fI �FF,EGT/v,� D,FpTH .30 - ,-CLEAN SAND x/sr. E j: - t u vEt✓ Fic_c_ Tb L �2 M%N. ffFie 2 ,F OF 1/8'-!I/2 A S H E D STONE v l \ 1 Cj A> - FL.o • 0 0o• �. ��b8G G °c o `b do oo w�oC �vup �G � � a EL.= 4./9 D ()VV o =L29c io c, e d-,��e e o 3-44 DI ST. 3/4% 1 1/2,. h•EPTH 6'BOXWASHED STONE o p. 3 -5 000 GAL. - SEPTIC GROUND WATER TABLE SAN IK PROFILE OF SEWAGE DISPOSAL SYSTE NOT TO SCALE E L .Oas,y�n O..¢4 Upo�>V NO 4dD.D/T:/ 7-0 ST/Wl� HOf-J 4 DESIGN CALCULATIONS SOIL TEST NUMBER ,OF BEDROOMS ....................... DATE OF SOIL TEST 13,1992 GARBAGE DISPOSAL UNIT ......................... APPLICANT: WITNESSED BYy'Q"!D sow /S�/9ie K 13 • r� O YS/,E�' ,�' TOTAL S1'IMATEO FLOW ( 'GAL/SR./DAY. x ? BR. )..........��© GAL./DAY PERCOLATION RATE MIN./ INCH J08 N0. APPD. BY REQUIRED SEPTIC TANK CAPACITY................ /___ GAL. OBSEBVATI I ON HOLE OBSEkVATION HOLE 2 ACTUAL- -_SITE -OF _ SEPTIC _ TANK, �..., ....,. h 4D0 GAL_ -CELEVATION ELEVATION = f LEACHING AREA REQS E�1�NTS of SIDEWLL. AREA _____- GAL./S-F BOTTOM AREA 49-e5- GAL./S.F LEACHING CAPACITY ( BOTTOM + SIDEWALL) 333, �' GAL. �n�► /N.� S Np (,z) COO) (2-7-5,(0-83) +(3ot.3o�z.7sfs.7sj(o.�sX2.o37 e RESERVE LEACHING CAPACITY .................. -3-3.5 GAL. C�oF;4- 0.44 aq A 64 NOTES I.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.-E. TITLE 5 AND THE TOWN OF RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL S DAVID ^ OF SANITt,RY SEWAGE H JK EY �ALD " Y D W. w �rvICZ2.00MP IANCE WITH ZONING REGULATIONS SHALL BE worcE' DETERMINED BY BUILDING INSPECTOR OR BUILDING `�' T�� ��G 2048������� C Q COMMISSIONER`Fss/ONAL�`'��� 3 EXISTING `'AND FINAL GRADES SHALL REMAIN ESSENTIALLY / .�.. •I >.0 -WA , THE SAFE 93 No T.0 4 ----- - �1 • , XJST /O!G :S,avv! 7.4RY S"YSTiEM�'F"P " �! 7-') LST.eDY,Ej> • APPVAT D S ,5: l3�iyG•h'.rt/li�RfC 7"mo' G.EiyT,ER "��/�,c-'T.� Bou^ ��D� B /�/. G. V. p. 7 �k/s7-i..�c icirc%.,E.y < s/,vG fi4.�•.,B� 8✓� Du a"7' V .v.� w —� GmNN.•'GY/OM /X9/N7" 'fi4,E'R.� /t• VE'aY L! iT/t.� .•. GG SS /TH/N "S.�iLLY �'/f.•.G��. �f�iN�/GG/NG tv/.0 ,L B. A-. ,�V/i2.E�0. �cl37't�/G l3ATK1FooM / Imo/ -0^4 e" 6 YS . 0C -^'r 0 N,Ei'�R New GmF C7-!oK /moo/a�/T. /N OJ Q T x 30 �m,ti6`" w!r/•! 9 k'Fi��"criv,� r5'rcw.E D� TH. Tf+�/S f3^TNR0d)✓<t f"4UMC3//Vfo 7^b /V-'� SITE PLAN SCALE: / = 20 EXISTING ' SPOT ELEVATIONS . 00 XO 7-ow/v W,4 -4-A,LYV— EXISTING I CONTOUR -- - -- 00----•- FINAL SPOT ELEVATIONS FINAL CONTOUR r^^, e�• �iy�✓.y�;+�7e -To T �,AIP C-aeT/�y TW-Sr,f3l1-w4T/O�/ SOIL TEST LOCATION 9•P:4ac m Bq �SS. D OF PRO CT 'LOW ION 9 APPLICANT: - /S�/9ie K 13 • r� O YS/,E�' ,�' SCA El DR. BY: I NOTE., > !MAR. DATE /6 /99.3 J08 N0. APPD. BY MAY /o /993 74 AwDRAWING NOM- - / OF /R. P�•.�G�"/YI ✓T o X/ST/lVG f