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HomeMy WebLinkAbout83- 874 Site Plan_...,.+v�..se+.+..•.,�a+�....� +..-..ce-+»-u=�s�az�-«.:. ,�r..r•... �....+.-�,v.m.a.•.e.—:-.,�....,....�...�.r..,,m.�_+.a....��.n.n--..-�—»�-n-..-..+e.,,.-..—.��--.�v.---n..,....«.-r-...Y ...�_,-.. J...u..`:....:�..-..e..._ .. _. 20 FT. MIN. Ff-A7? OF FOUND. SOIL TEST ' /02 •G 10 FT. MIN. `J9'� DATE OF SOIL TEST/% -c- 2, /5 CONCRETECLEAN SANG WITNESSED BY 7� ", yc s COVERS 4 SCH. 40 PyC PIPE PERCOLATION RATE L--- MIN./ INCH MIN. PITCH I/8' PER FT. OBSERVATION HOLE I OBSERVATION HOLE 2oL�3 12 MAX CONCRETE PITCH I/4PER FT. COVERS 2" LAYER OF ELEV - 9G ELEV.= 9S• EL9S, ? (OR EQUAL � MIN. 1/8"-1/2" WASHED / 4 CAST IR N PIPE 7Ta STONE v v^sc is v Td71 �✓Ptoia �Tn' (.-,Afvr, L��U�Jfa 7.?13c P-� iu 33 c. L. (VNf v,fR>Ltf FLOW LINE.`a ? va<'v ✓ ? r c, - . — � SA.JP ,q^cvprJn'/ /y.•�_O rJ.e'/ 2 EL= ,2 Z I�"i /j L La✓ V —IL -r- -9 3.o . 1 N 0 C EL.= P L 9 =L`)60 EL.= oe a =NLEEL i��i•EL_ D O EL.= (Lc°oDIST 0 0 ogEL.e D 0 W .2A TER AT 90 EL,= 5�•' WATER AT 7 8F EL.8%3 y�-7y2 „ ercBox CL Ej3 AL00 `YY OOU GALLON EL.= 9�•� r` o 3/4" 1 V2r, • ' DESIGN CALCULATIONS ( TANK ED STONE 8 x Z S' X % NUMBER OF .BEDROOMS GARBAGE DISPOSAL UNIT r_ 4v. c TOTAL ESTIMATED FLOW `' SEWAGE DISPOSAL SYSTEM PROFILE (//0 GAL./BR./DAY X 3 BR.) 33o GAL. DAY NOT TO SCALE REQUIRED SEPTIC TANK CAPACITY S� 9� GAL i+il / �j/� --- -- � ACTUAL SIZE OF SEPTIC TANK 1000 GAL. l I Vs r� r L 7. ALL UNSUITABLE MATERIAL SHALL BE REMOVED 'FROh1 a BOTTOM OF TEST HOLE OR _ G PR BASLE WATER TABLE EL.= ' 9 2. Z iV/Z LEACHING AREA REQUIREMENTS I �/ UNDER AND FOR A M.NIMUM OF 25' AROUND LEACHING OBSERVED WATER TABLE jZ/o2 /F EL.= 9- 5 `` SIDEWALL AREA Z GAL./S.F, 0oc.Y-zQ !,. . � Kv �� FACILITY, EM BOTTOM AREA ' /. y GAL/S.F ` �FY 8. THE SYSTEM FOR 78 UNION STREET WILL REQUIRE THE 10. VARIANCES FROM TOWN REGULATIONS: Fcr✓ ,Jor 7v Std<< 4e 1NSTALLAT;ON OF AN EJECTOR PUMP TO GET EFFLUE/IT LEACHING CA ACITY ( BOTTOM+SIDEWALL) � GAL. 9. WTOLSEPTIC TANK. THE LOWER RIGHT CORNER loA PUBLIC A. SYSTEM TO BE WITHIN 100' OF WETLAND, - I. VARIANCES FROM TITLE V. LEGEND Op LEGEND. (,zx/.©x2,� WATER SUPPLY WELL, A. NO RESERVE AREA. RESERVE LEACHING CAPACITY GAL B. BREAKOUT 'CALULATIONS. EXISTING SPOT ELEVATION OOXO �. :2. DESIGN ENGINEER SHALL BE ON SITE DURING THE EXISTING CONTOUR ----00---- D� S k r�� `� INSTALLATION OF THE SEPTIC FACILITIES AND SHALL FINAL SPOT ELEVATION FO -0-d NOTES: CERTIFY TO THE BOARD OF HEALTH THAT 7HE SYSTEM FINAL CONTOUR 00 IS INSTALLED ACCORDING TO THE APPROVED PLAN. L ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.O.E. ��%/�� z �P,] ' r SOIL TEST LOCATION _ - �- %- -� TITLE 5 AND THE TOWN OF Y�.>2.�,��TF1 RULES AND 0 � / 1, -0 '�D /� 0�Cr UTILITY POLE _ REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEW;%GE. y� TOWN WATER =W =W r 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO S X / / / CATCH BASIN (® ) WITHIN 12" OF FINISHED GRADE. 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME O � ^y 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 2 /�.ry �. .._� R raj.- t'� �" �' OF WITHSTANDINGH- 10 LOADING UNLESS THEY ARE UNDER OR, WITHIN' 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING ,h ;"; n\ _ '��,�-. /r�Q _., � % :.. �. ',. ���(�I 'w ,7� •� ,^�1�313at rj' � f � D / p ��/ �,, f � K,-. �• • � /a SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING. 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE \,�" . •r(. /, z , _ B_• f ., . p .Jct! .�t�t' T- ; i 1�I. �Y. 4cC , v ;P r;, aTy G s'•;_'�,`-';�i,'` - C SHALL BE MORTARED 1N PLACE. v I' :fry,c 6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH Jr ti Qo k)' , `! _: 6 •� �f? furrl�� t° �na� e �`�° �� DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO p o tr G� f� < OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. �> I \/ APPROVED BOARD OF HEALTH r rP n , Ilk I, r v it, �"I j C� GR _, ` r _ DATE AGENT 107AreK�� I ' / �, `� •.v' i ! 5 C _aj i �� v -` 781 'toe; q o L� �ST, h rl SCALE / /`—:•ZQ.' DATE' /z��a za, REV. REV. P� 3 l IiLOCATION MAP JOB 140. O /Si SHEET / OF / p 0 MEMO