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HomeMy WebLinkAbout30899 i it � �c.��� ;moi a•'� _ I (A��GtI f r J ,e i I t z 7 O QN n r 9 i it � �c.��� ;moi a•'� _ I (A��GtI f r J ,e 1 i _ G1�I1JG1? s7 t ' ' fif I�' I' I � 4 i ! 11 ! -i - �I'I77 I, I I 1 6 11 IIT, ! i a� l- � ..• �J/ter: i b ( C7 f � r , '4r 121 ; n ' Y�J rx"i j Fid•=1 f'' � e i 1 _ i � -� � .i—._.__---_.-'_- t c t i t" ! I II dl 0�1 f ., rf ix�> 161 , I 1 IN r `r ( 1 -- .0 __ _ },- , L � ice, P� • # Al c 0o p t .._ _ f ::t�l� YARM OU HR H 1TTEE SCALE ISI,_ I>7 r' APPROVED BY: '>✓ l.',�1� DRAWN BY. rJ.F"_t✓-j../ €' �, DATE -i:1 '"� !'?.v ` ,� y=, >r, REVISED fs v DRAWING NUMBER { f i I t 1 i _ G1�I1JG1? s7 t ' ' fif I�' I' I � 4 i ! 11 ! -i - �I'I77 I, I I 1 6 11 IIT, ! i a� l- � ..• �J/ter: i b ( C7 f � r , '4r 121 ; n ' Y�J rx"i j Fid•=1 f'' � e i 1 _ i � -� � .i—._.__---_.-'_- t c t i t" ! 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"-'. , F, i `G•i/A ^'� ' /'i /i /_ Q k �4Jv%f)IV✓ �/ '. t1 � l�zti�;}� �E,�v i) �Lr�-r"}ir��,+',1- �,�1�• _ `� �`:ciitcE+/� %%'''���' 161,ZeT4iV- .-�.A_.�,��"•�7- •� - V'✓f�''.�- r � K / ,31�Li1 �� � 1,1rU.,L.� %.G";-. �!�� (%I '.2-xlF' Fi (G''�CtG 1 i APPROVED YARMOUT : COMMITTEE "---` 0KHRHD SCALE:/Y'- APPROVED SY: DRAWN 6Y: DATE: DRAWING NUMBER j �}• L7 `t �j I I ry • 1® f •! t i i �X� �?✓� i� /x�� eft?,r,D / -� i IZIt vall) h� y vim,. �- - - i .' � • � � ' /l —/1 Ar I � � r e; �- F; p if � , r I , ;�¢-Ac•;i�-els P�-% rct:r�=5 � p { r - 7 r:. (. "-'. , F, i `G•i/A ^'� ' /'i /i /_ Q k �4Jv%f)IV✓ �/ '. t1 � l�zti�;}� �E,�v i) �Lr�-r"}ir��,+',1- �,�1�• _ `� �`:ciitcE+/� %%'''���' 161,ZeT4iV- .-�.A_.�,��"•�7- •� - V'✓f�''.�- r � K / ,31�Li1 �� � 1,1rU.,L.� %.G";-. �!�� (%I '.2-xlF' Fi (G''�CtG 1 i APPROVED YARMOUT : COMMITTEE "---` 0KHRHD SCALE:/Y'- APPROVED SY: DRAWN 6Y: DATE: DRAWING NUMBER SOIL TEST OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 DATE OF TEST - 7`s''o DATE OF TEST DATE OF TEST WITNESSED BY _�r//. WITNESSED BY ' % WITNESSED BY PERC. RATE Z- MIN./INCH PERC. RATE 4-7- MIN./INCH PERC. RATE MIN./INCH ELEV.= 11 S-ELEV.= IZ o ELEV= 31 Su f{o..1L � 7pF' �� SU QSOIL z'" �• S fl l✓L W� o313LC:3 MED. SHti�O wI C o13RLe=J ? z'' ?z H 44' 0y, WATER AT. 77'" EL= 5.5 WATER AT 72' EL= G' WATER AT I h 17(:�, 'S /y o `= 1 ,� 9� 05 � S•; �s L9 [ � �, r_ c= t 33, 2 �:.-f, 1•� - _ bl Df A' VV % 4 7 ; jj � nay}./'�'��"yw '� J -•.. r'�' �•` ^ „„a i" Y_ Ic r y "- A,JI, EL= TOP OF FOUND. EL. _ 80 - /0''D GAL. SEPTIC TANK BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL= S S ADJUSTED GROUND WATER TABLE ( / /;' /�) EL= ?,I PROFILE OF SEWAGE DISPOSAL SYSTEM NOT TO SCALE Y J_ — _ _ _ _ _ — — — _ _ _ 1 I I I I i ,1 1 II r J1 — IL I 1 ! I L INLET c —24" DIL COVERS ---/ PLAN VIEW FRAMES 8 COVERS SHALL BE SET WITH MASONRY UNITS WHICH ARE TO BE MORTARED IN P ACE n 6 3 MIN. 6" MIN. FLOW LINE 2 MIN. ... J10" MIN. 4 FT. MIN. LIQUID DEPTH CROSS SECTION VIEW SEPTIC TANK DETAIL iQ')T T� CCA_i b o OUTLET —�1 Af !,,,RBAC z TAL E V F,P 1 p 20 FT MIN. GAL. OUTLET TEE A: E Or `E r, TANK LIQUID DEPTH 10 FT. MIN. BELOW FLOW LINE 4 FT Ie INCHES JUL t9 INCHES CONCRETE COVERS 4" SCH. 40 PVC INCHES CLEAN SAND 29 INCHES 8 FT. 34 INCHES PIPE -MIN. PITCH 1/8" PER FT. PRECAST 0 LOCATION MAP 'o 4' CAST IRON (OR LEGEND: FLOWDIFFUSOR 2" LAYER OF FINAL CONTOUR 00 EQUAL) PIPE -MIN. 12" MA - CATCH BASIN gym\ MIN. EL= /? L 1/8"-1/2" WASHED CONFORM TO D.E.Q.E. TITLE 5 AND THE PITCH 1/4 PER FT. 5 BROUGHT TO WITHIN 12" OF FINISHED GRADE - - 2 ESSENTIALLY THE SAME STONE OFFICE AS TO COMPLIANCE WITH TOWN ZONING REGULATIONS. OWNER/ APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. is.._.b..:.:°-'.__—.J •'0: .:, �. n -On �C LEVEL 2% MIN. STAMPS AND SIGNATURES 6. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 D:. 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT OF DRIVES OR 'PARKING AREAS 7 SETBACK REQUIREMENTS (MINIMUM) FRONTS SIDE ZO REAR 2 Z APPROVED: BOARD OF HEALTH DATE AGENT PROJECT LOCATION: .ca FLOW LINE o.:... Land Use Techno%gy, Inc. "I z EL= 35 ROUTE 134 - lJNIT 3 - P O. BOX 237 EL=/G, 3 10 MIN. - c IF1C 1977 EL= 0 EL= r EL= /3 - DATE: OR, BY: J o o cl o a o o Q» 0 0° EL= /3.3 EL=/� o o ° o EL= EL I DIST 3/4"- 1 1/2N 29 R ' BOX WASHED STONE •K /0''D GAL. SEPTIC TANK BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL= S S ADJUSTED GROUND WATER TABLE ( / /;' /�) EL= ?,I PROFILE OF SEWAGE DISPOSAL SYSTEM NOT TO SCALE Y J_ — _ _ _ _ _ — — — _ _ _ 1 I I I I i ,1 1 II r J1 — IL I 1 ! I L INLET c —24" DIL COVERS ---/ PLAN VIEW FRAMES 8 COVERS SHALL BE SET WITH MASONRY UNITS WHICH ARE TO BE MORTARED IN P ACE n 6 3 MIN. 6" MIN. FLOW LINE 2 MIN. ... J10" MIN. 4 FT. MIN. LIQUID DEPTH CROSS SECTION VIEW SEPTIC TANK DETAIL iQ')T T� CCA_i b DESIGN CALCULATIONS o OUTLET —�1 Af !,,,RBAC z TAL E V F,P 1 "" =GAL./DAY C D !EPTIC TANCAPACITY GAL. OUTLET TEE A: E Or `E r, TANK LIQUID DEPTH TEE DEPTH BELOW FLOW LINE 4 FT Ie INCHES cT t9 INCHES F FT 24 INCHES 7 FT 29 INCHES 8 FT. 34 INCHES DESIGN CALCULATIONS Af !,,,RBAC z TAL E V F,P 1 "" =GAL./DAY C D !EPTIC TANCAPACITY GAL. Po n. v A: E Or `E r, TANK GAL. Lf <= H:` : 'rFA REQUIPEVFNTS GAL /.S F -=''v" Min/vEr�;�El 10TT':M s .'r_ _.__ GAL ASP -✓ S sA'NG CAP4iA7, (10TTOY + SIDEWALL) _ "S! GAL./PAS" t � � S REr'z z CHING C."°ACITY r: 0 LOCATION MAP LEGEND: EXISTING SPOT ELEVATION 000 EXISTING CONTOUR --- 00 - - - - - - FINAL SPOT ELEVATION FINAL CONTOUR 00 SOIL TEST LOCATION TELEPHONE POLE -0- HYDRANT 0' TOWN WATER W =_ W CLEAN OUT AND INSPECTION COVER 8 PLAN VIEW y A — l � 'Oi C FRONT VIEW SIDE VIEW FLOWDiFFUSOR DETAIL NOT TO SCALE i--REMOVEABLE COVER OUTLET PIPES �AS REQUIRED 7 INLET = \ FLOW ^/ d: OUTLET ALINE T 0° 1" 2" 6 INLET TEE PROVIDED PER SECTION 15.10.2 TITLE 5 NO. OF OUTLETS; ? DIST. BOX DETAIL NOT TO SCALE GE1,1,ER1-, L A/07_,ES, C-ofvT 'Q �) /1,1Y3/'LC S S///?LL /,3c S /�k'6=0 P.2/uK ?O 6XC/7V/; TIJ/ f7;ZE PE %L J� C-lGd /`TC -CS S/// !_C_ L �fiQ T� v��/S� �✓17.5 fi'NQ ?hi4 icc-' Tc; C(::).1Y1-,,17C'1- 71V,' C.) r 2 DAY 1'e�l/ HOWs S� /f✓ ir17//INGG= W/.•� /V f�%gid GE�2T/F/G: /��✓ v�2 //�/Sf'EGTit;v,, /� /hLC' ,L E//C, i Y.T.:G � i _`•" i c" �6 .S</��./. %�L= %�E' h/I :D %/E � %�/�� �EP,cs��v w/7f-/ G��/1�J �iED/���� Sty/✓rte --- - FORM 9/8/87 119:46 / OGUIS ti z V /V l tNEUi� /Sw/_0 Po n. v Q�',MfiF'L-$7 t7 fit Min/vEr�;�El S Fe � � S 0 LOCATION MAP LEGEND: EXISTING SPOT ELEVATION 000 EXISTING CONTOUR --- 00 - - - - - - FINAL SPOT ELEVATION FINAL CONTOUR 00 SOIL TEST LOCATION TELEPHONE POLE -0- HYDRANT 0' TOWN WATER W =_ W CATCH BASIN gym\ GENERAL NOTES: I. ALL WORKMANSHIP AND MATERIALS SHALL ' CONFORM TO D.E.Q.E. TITLE 5 AND THE TOWN OF ,Y/IPr41owt-10 RULES & 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 IF IT IS STAMPED AND SIGNED IN RED. THIS OFFICE ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINEO I 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 7 SETBACK REQUIREMENTS (MINIMUM) FRONTS SIDE ZO REAR 2 Z APPROVED: BOARD OF HEALTH DATE AGENT PROJECT LOCATION: APPLICANT: - /JFi.V Sr.1LL/ yflu Land Use Techno%gy, Inc. (FORMERLY R. / O'HEARN , /NC. ) Engineers - Land Surveyors - Sanitarians 35 ROUTE 134 - lJNIT 3 - P O. BOX 237 SOUTH OENN/S, MA. c isr . c' REVISIONS: c IF1C 1977 SCALE: / /s �U / DATE: OR, BY: J APPD. BY: JOB NO. 3J87-/4/ SHEET _OF --- - FORM 9/8/87