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Home My WebLink About83-1275 - Site Planu WATER AT. 78 EL= 1.7 WATER AT 77 EL= 7,5' WATER AT EL= * GSA-/PlED SA"O PL1'KQo 'c 3 nl.l. io SEL, FIV i4CI4 (<4-r,,v1,A). Fop- DeI6fI PURPOG�',, <MPL•E 1A LD1. c °1'(nCD.SAr-ID) FOZ SI�"�'E.ANPLYSlS. MA'1`1W/c,l_ . L,\-- -ril"N "m '13E Mme. Sn.ND f'o<- 78gM2 �7Zo. 3.1. r•/rr?•1 vc'¢-y Lola.°� . SIL,-. A c 2.:M14/10 Ptx[ I?ArC is PSSvn j• . I SIt1E AvIALr3Y 7'HE Orncce of [Z .J,O`HLTe ( S�ZJtyuR. TOP OF FOUND-\ EL I S 10 FT. MIN. -ro'P fodlt4G EL• 10.7' 0 20 FT MIN. CONCRETE COVERS 4" CAST IRON (OR 1 EQUAL) PIPE -MIN. X12 tAAX PITCH 1/4" PER FT. +FLOW LINE EL= 14.8 10 10 N EL= l4 -S \000 GAL. SEPTIC TANK 4" SCH 40 PVC SOIL TEST OBSERVATION HOLE 1 OBSERVATION HOLE 2 OBSERVATION HOLE 3 DATE OF TEST DATE OF TEST 1 -6 -94 DATE OF TEST 4" DOUBLE WITNESSED BY B. r'IL1ZI>N,y WITNESSED BY Y3t2 va 3 y WITNESSED BY PERC RATE ;` MIN/INCH PERC RATE t MIN/INCH PE RC RATE MIN./INCH WATER AT. 78 EL= 1.7 WATER AT 77 EL= 7,5' WATER AT EL= * GSA-/PlED SA"O PL1'KQo 'c 3 nl.l. io SEL, FIV i4CI4 (<4-r,,v1,A). Fop- DeI6fI PURPOG�',, <MPL•E 1A LD1. c °1'(nCD.SAr-ID) FOZ SI�"�'E.ANPLYSlS. MA'1`1W/c,l_ . L,\-- -ril"N "m '13E Mme. Sn.ND f'o<- 78gM2 �7Zo. 3.1. r•/rr?•1 vc'¢-y Lola.°� . SIL,-. A c 2.:M14/10 Ptx[ I?ArC is PSSvn j• . I SIt1E AvIALr3Y 7'HE Orncce of [Z .J,O`HLTe ( S�ZJtyuR. TOP OF FOUND-\ EL I S 10 FT. MIN. -ro'P fodlt4G EL• 10.7' 0 20 FT MIN. CONCRETE COVERS 4" CAST IRON (OR 1 EQUAL) PIPE -MIN. X12 tAAX PITCH 1/4" PER FT. +FLOW LINE EL= 14.8 10 10 N EL= l4 -S \000 GAL. SEPTIC TANK 4" SCH 40 PVC CLEAN SAND PIPE -MIN. PITCH ELEV.= 14 z -ELEV.= ' 13.5 1/8" PER FT. ELEV= 4" DOUBLE v o PERFORATED �„ i 'roP t"5a�sot� -iL7P ♦ sv�sotL. PVC PIPE 27 LAYER OF ° a n ° p d � 6 1/8'- 1/2" WASHED 2% MIN: STONE ' O.. LEVEL 42 �Y�nt�p, S/�ITD / � Cv+�/VIED. ✓\a -ID MIN. EL LOCATION MAP .. 12" 72 Hi0 d• 7-S 7g , s FINAL SPOT ELEVATION 00. FINAL CONTOUR - MIN. _ EL= EL= 14.3 t GENERAL NOTES I. ALL WORKMANSHIP AND MATERIALS • SHALL., CONFORM TQ° D.E.Q.E. TITLE 5 AND THE TOWN OF YaiZn OAR; RULES & REGULATIONS , FOR .THE SUBSURFACE DISPOSAL OF ;SEWAGE 2:ALL. COVERS TO SANITARY UNITS SHALL BE t•N F3�. Sti•-IU 3.EXISTING AND FINAL GRADES SHALL, REMAIN ESSENTIALLY THE SAME 4. NO DETERMINATION HAS BEEN MADE BY THIS OFFICE AS T0: 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 EL= EL= 13 cj a o n 0oe°-b SHALL BE CAPABLE OF WITHSTANDING.H-10. E_ L 10 FT OF DRIVES OR PARKING AREAS. H-20' LOADING SHALL BE USED UNDER' OR .WITHIN. 10 FT. OF DRIVES OR PARKING AREAS �p o43 WATER AT. 78 EL= 1.7 WATER AT 77 EL= 7,5' WATER AT EL= * GSA-/PlED SA"O PL1'KQo 'c 3 nl.l. io SEL, FIV i4CI4 (<4-r,,v1,A). Fop- DeI6fI PURPOG�',, <MPL•E 1A LD1. c °1'(nCD.SAr-ID) FOZ SI�"�'E.ANPLYSlS. MA'1`1W/c,l_ . L,\-- -ril"N "m '13E Mme. Sn.ND f'o<- 78gM2 �7Zo. 3.1. r•/rr?•1 vc'¢-y Lola.°� . SIL,-. A c 2.:M14/10 Ptx[ I?ArC is PSSvn j• . I SIt1E AvIALr3Y 7'HE Orncce of [Z .J,O`HLTe ( S�ZJtyuR. TOP OF FOUND-\ EL I S 10 FT. MIN. -ro'P fodlt4G EL• 10.7' 0 20 FT MIN. CONCRETE COVERS 4" CAST IRON (OR 1 EQUAL) PIPE -MIN. X12 tAAX PITCH 1/4" PER FT. +FLOW LINE EL= 14.8 10 10 N EL= l4 -S \000 GAL. SEPTIC TANK 4" SCH 40 PVC CLEAN SAND PIPE -MIN. PITCH 0 1/8" PER FT. 4" DOUBLE PERFORATED i PVC PIPE 27 LAYER OF ° a n ° p d � 6 1/8'- 1/2" WASHED 2% MIN: STONE J <� O.. LEVEL / MIN. EL LOCATION MAP 12" - s FINAL SPOT ELEVATION 00. FINAL CONTOUR SOILTEST LOCATION MIN. _ EL= EL= 14.3 t GENERAL NOTES I. ALL WORKMANSHIP AND MATERIALS • SHALL., CONFORM TQ° D.E.Q.E. TITLE 5 AND THE TOWN OF YaiZn OAR; 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 T0: 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 EL= EL= 13 cj a o n 0oe°-b SHALL BE CAPABLE OF WITHSTANDING.H-10. E_ L 10 FT OF DRIVES OR PARKING AREAS. H-20' LOADING SHALL BE USED UNDER' OR .WITHIN. 10 FT. OF DRIVES OR PARKING AREAS �p o43 FRONT SIDE + w REAR t? 7 APPROVED: BOARD of HEALTH DATE AGENT EL= l�.g PROJECT . LOCATION: - _ DIST., _L.oT' APPLICANT: BOX 3/Hi/�J 4a SC 35 ROUTE /34 = UN/T 3 - P ' O. BOX 237 S WASHED STONE A I . L##T? OBSERVED WATER TABLE } EL= 7.7 3-3/-94 !LO/•/ v.=n r? /n ADJUSTED GROUND WATER TABLE ( / / ) EL= Y -i2 •"t4 J DG �� El�'yf1�11-1G '- PROFILE OF A SEWAGE DISPOSAL SYSTEM NOT TO SCALE L I? Oil o 1' 'f'oP $OIL C1 ,SL - Lo t SAND " L _ J - '' I t't14.'. r-t4:G ILU' l5 2 # l�RBJtoas 1'CMCS rY R�.U'Hv�R1_J2.5, is _ _. O - I' TOPSo tt_ - \ 1 I _ E>Q{ •5J'7.. `.` - - --I-. - _ EL: t3.7 d 4'-6'/i Gt.. nED SAW.> ,_ z°• n�a. �{ L 0 -7'• NPS t cCAy) (j/Y� * 0,_ - 9 r , � o _I / Oji... \ `2 opS .Ngo tt... 7.7 nh" 24 DIA- COVERS PLAN VI EW ° t \ / e�� r'x '. •r. Fd4.',r FRAMES $ COVERSSHALL ��,. BE SET WITH MASONRY UNITS It N �� t !; s r r:i.;• , o'er WHICH ARE TO BE MORTARED' SECTION A - A IN PLACE TO SCA r - - r.,,..' f; ` 'S/,', "•!'" .fir; ° N LE J/'�/�jJ�/�J(_�j \y • OT :c: .'s.'.::,• .:o:: • .•e; •. o': t, FJ �--�•;:� , :rrr�,.r r f ,�•,, jp:;. INLET ::o- :. o'.•.,. '�. • �'"_.< `, � �' Ir. 6 MIN. OUTLET r't` Ir( 1:,.., 3, MIN. FLOW LINE yi.. ' .. I •. ``` _, ,_` \�• },rl'j(I'r�fy: ,,r.: i;(!� .,;,l1' ,VA t .o: _ 2 MIN. /-REMOVEABLE COVER �� 7r OUTLET PIPES .iA �..,,: r;,1, i%l , i 10" MIN - I •�.' ,, , �-.-, o -.�^ T''1;(}f).i; of occ<vs+,-In.J _ `:4 AS REQUIRED \ 4" ,. O .., ,r - , -_`'•-.,, ,'..:',hv r:!, r i , �0.t�/� 14. Z-` '•.- 1 ow t .OF YAg-mou l i �o \ .. 'rr,T�v.'r'1r;.n' Ir,:;;','rl,'; +�,.: '/r1: ` lily:,' , i , i G 4 FT. MIN. p INLET' _ FLOW OUTLET ,: ° S \ LIQUID `L E i 7. ri DEPTH b: ��C`,�l,l/ll N 6 ' :''�- _ - - _ - • ' p�K .�.. '",`-, '- ^�' , .,.. • �t.,EY:`t% �Il fcr ,, L,J I: j+.. ... � � . �'\ A+S .: .. � _.. a;:: o.'" _ - 1 E PROVIDED �+ k 1'. /.. _ 'O ;•..o.'`.i:�.':. - :... PER TSECTION 15.10.2 TITLE 5'/' \ .. .. �r-v: J .: RICHARD Q,f^"MES `' T En / ` �' CROSS ' SECTION VIEW OUTLET TEE NO. OF OUTLETS: r! // �1' / I w • �ki\Js/9r.",1 res(� J ° A7N� �. \ LIQUID DEPTH TEE DEPTH j7y � BELOW FLOW UNE s � SEPTIC TANK. DETAIL 4 Fr... 14 INCHES `� ,� .•�� DIST. DETAIL NOT TO SCALE 5 FT. 19 INCHES NOT TO' SCALE 1 1 6 FT 24 INCHES g Go!?TYACTpE IS IZEiP0451CLC FJti gCF4 F' c,�,no. t OF L -L c./\Tlor- S, ^-ID . 7 FT. 29 INCHES Ctyvnglo 3S; _10"UDIOC ��No c u1T unr3� 51 w z .E f nFt�c�nMEVlr�re Y 8 FT 34 INCHES _p+zce�P�••+ I�-s Ar. -.E F .r+. oPrk•� Y - I.ISC E.�.t✓ '.:.; k - - - :, �`l. AsSL-SQ?•'S MAF7 '+ 132.r 9A V_Ctt EL. ..FLaon eWE C M6P RS,ED C--17.-� DESIGN CALCULATIONS Io COTe �0U TO '�rNS�°,,S F� TNS, Tn l. �. _ ' _ . ,• 'c O .,... .. 3 .11 ..NAy�`LE,f� A26r j`fti R -E REY Ec Ta QED 1>�1oR T -o cor4-; s-Quc'1'l oro hrlo 0-t?A rt•i r. NUMBER OF BEDROOMS ............: :. :..... ... �. �Vb TE: • Co r. /P ORYWF_Ct-� SNfILC .RF 4 FT_ O//a - GARBAGE 'DISPOSAL UNIT..-. ...::.:. leo lz. A�� !74sUITI-SLIC t�° )A� s1 vtA- 136 „inTiv fa .r v 1c�rz /ten foz. zs" • TOTAL ESTIMAi'ED FLOW. ARvv.1u �r-r,cuti,�c peEx4. 4K -n-1E poRTN "fl w�sr sroE 10' OW THC h�'-T Aau w 7-,H Z rr Or S7 T f7ROU"O Swo•m 0A THF Sven, ,510E ttu rt.N1. AJD 11MA .L WI Lx.ntr�, SA940. cxcavano _ - ( 110 GAL/BR./DAYx BR.) 330 GAL/DAY f71w) _.1 FT OF .5rom= r3ELow DEPTH t5 �pvKoxl �.q• /5' T7" L/NO/STURe C3-f3U/?/ F_2 REQUIRED SEPTIC TANK CAPACITY...... :..: 4"1S GAL • - A SIZE CF SEPTIC TANK ....:...... ....... GAL. I4.A +lA17-1.aaCF. rR.�n Yat. a.o.u., REz 3.4 �D 'r1n-E g Is.ost•+)cs) SHALL ,6E /1!If1/rJTAIn/ED.G/J ACTUAL S _ is fZ6autIZLD. SFr- z?orC ecw�-+ so1L LOG. LEACHING AREA REQUIREMENTS: STEM z Is A 1/P(L.ApG•� OF 1S' 04 TkE E1+5'r51pE-:; pmt Fti'aM'tZTte'�-\s•.a•t:1'7 /N A+RE"17 OF'pS A7/Q ` 0 t _ SIDEWALL AREA S' GAL./S.F. :' v/Hicrt:R�aot Res a zs' ¢o,o�ol,or Ltilzu rroc LE ry Ttlz ray. - !3 BOTTOM AFEA t. o GAL/S:F p 1_2' 9;. _ z1-''uC,.�• - 3b2.c5- Ic.•.DESIca•t �tcwcm 5"pA-- 1.NSV�ztT pol> ct m" ric r-U1-Lrn-t1 %�G corlst'R-d a4lor•1 - -.. =r .: TO , Q�.EAR//JG _ LEACHING CAPACITY ( BOTTOM + SIDEWALL} GAL. NO rJ: i iJ = b7.r�"4o _, ES:T"O !3E YEP./F/C!J_ - srrc�s.' to TH t -r1 /4. sv 20. FINAL . GRAD , .( D4 ri 2. S/. 1.0 +(>6 naa 1. U}. .. .. A,. REM OJ At OF VNSVIT7s.3lE y-•✓aTER.tpL_ . -: _ F END : ¢: cLoa 1 nE7D. sAND 'ALL - 0� RESERVE LEACHING CAPACITY ....:..... ....:. 362 . o GAL. c : StPS�c 1rJ5(Au tTlorl. slnc>1/c;.:1_so 3 39 G?F': CO/�/ERUCT"/b/V __. : - THIS-or-MCC:P-e-DVI !, sr0 kgs .. Ho Tc£ Foe:•.^.4y 'WSPt_ZTI0A O¢_ c.'"Rn Ftc AT vel. 0ED P1�;H .a 1- 4 Nr 0 r� r LDc�sIf °3 Sr Nor+495 N o ° a n ° p d � 6 J <� LOCATION MAP LEGEND: EXISTING SPOT ELEVATION OOx0 EXISTING CONTOUR - -'= 00- - - - - FINAL SPOT ELEVATION 00. FINAL CONTOUR SOILTEST LOCATION TELEPHONE POLE -0- HYDRANT TOWN WATER CATCH BASIN t �� GENERAL NOTES I. ALL WORKMANSHIP AND MATERIALS • SHALL., CONFORM TQ° D.E.Q.E. TITLE 5 AND THE TOWN OF YaiZn OAR; 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 T0: 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 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 7. SETBACK REQUIREMENTS (MINIMUM) FRONT SIDE + w REAR ...k , 7-o 66' BY (3LUG . 1.1SP..• APPROVED: BOARD of HEALTH DATE AGENT PROJECT . LOCATION: - _ _L.oT' APPLICANT: T2.J. o HE/ -',V_ u2yEyok- ; _ Engineers - Lcnd Surveyors - SonitcriOnS 35 ROUTE /34 = UN/T 3 - P ' O. BOX 237 SOUTH DENiV/S, MA. - REVISIONS• A . In -2o x+'14 JDG NSE . 3-3/-94 !LO/•/ v.=n r? /n 3 -to -S4 _J PIS'- P'1z D 0 H ' - Y -i2 •"t4 J DG �� El�'yf1�11-1G '- _ SCALE% • 1 zo DATE: - 1=25 DR. BY: APPD. BY: •' JOB NO. • SHEET I OF A, - - _ :. : ,-.r :.s' -`•` :FORM .,:9/10/B7 ... P E DAT r'