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Home My WebLink About83-1258 - Site Plan 2SOIL TEST OBSERVATION HOLE I OBSERVAT ION HOLE 2 OBSERVATION HOLE 3 DATE OF TEST & -ZIq-]3 DATE OF TEST DATE OF TEST WITNESSED BY P. t-' WITNESSED BY WITNESSED BY > PERC: RATE <L MIN./INCH PERC. RATE MIN./INCH PERC. RATE MIN./INCH peer rf c A54Qnc� ELEV.= 6 .3 ELEV = ELEV. = GYA3E5 oN OE. .t-+!N'Iq.1 R. Slt�tC A+-IP�Y51�, o - �� wluo t;4�✓+I s�-r r -ILL t.38 . Fz..• -5- 2 WATER AT 20 EL-_ -I'Z WATER AT EL= WATER AT—EL= 1 r�•II P.. 1 - s4•les ��_� � � a r � •S / x IFN El ID,b • /� 4 S,o/ •k ��/ ( A cr \ WALLS >/ 5 • ' f 1 f \ \ TOP OF FOUND. EL.= 1}'" - SA¢. SAAB Z• _'.' '7 '7 T-l-1P_!J h4T CASIN / 4 � d FIL�En ♦ � � J" f •1O - c2PT4. ,n \fir � , � I ,. • / � � �= F,u�G \ � S ! , � / \ �' 1 � ` v 11 A3 r �.� �_.- f C.�nC - V.:xA ,SVA ti �>�\� . l•C.i3. r rip RAp `-i5r/(Stn z) \ f u 1 \ l / .. CET: WbLL / n, �v Awl ILL -L-) GAL. SEPTIC TANK I Vk- 2-)) PROFILE OF SEWAGE DISPOSAL SYSTEM NOT TO SCALE L_J 1 --- ---- - - - -- - ------I I I I I I I I I J _ IL 1 I � I 1 I I I I L- - -- - - - - - - - - - - - —2411 DIA. COVERS PLAN VIEW FRAMES 81 COVERS SHALL BE SET WITH MASONRY UNITS WHICH ARE TO BE MORTARED IN PLACE $O�TOTVT_€v €717MI UE7-vtL OBSERVED WATER TABLE EL= -I ADJUSTED GROUND WATER TABLE ( / / ) EL= INLET b �' 3 MIN. .4 OUTLET —� 6m MIN FLOW LINE e" 2 M I N. •.. 1011 MIN. c'. 4 FT. MIN. LIQUID DEPTH d• CROSS SECTION VIEW SEPTIC TANK DETAIL NOT TO SCALE OUTLET TEE LIQUID DEPTH TEE DEPTH BELOW FLOW LINE 4 FT. 14 INCHES 5 FT 19 INCHES 6 FT. 24 INCHES 7 FT. 29 INCHES 8 FT. 341NCHES DESIGN CALCULATIONS NUMBER OF BEDROOMS .. _ I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TITLE 5 AND THE 20 FT f'`.N. FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2.ALL COVERS TO SANITARY UNITS SHALL BE TOTAL ESTIMATED FLOW 3.EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME ( IIo GAL/BR./DAY x 0, BR. ). .... OFFICE AS TO COMPLIANCE WITH TOWN GAL./ DAY 10 FT. MIN. GAL. ACTUAL SIZE OF SEPTIC TANK ,,.,..,.. .. Io ov GAL. LEACHING AREA REQUIREMENTS 6. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 SIDEWALL AREA 2 ` GAL./S.F. 10 FT. OF DRIVES OR PARKING AREAS, H-20 LOADING SHALL BE USED UNDER OR WITHIN BOTTOM AREA 1. o GAL./S.F. CONCRETE 41 SCH. 40 PVC LEACHING CAPACITY ( BOTTOM + SIDEWALL) Y J CLEAN SAND -72x7..5%1.0), (Z2�•14„ t.o) APPLICANT: RESERVE LEACHING CAPACITY •... . _ .-........ GAL. COVERS PIPE -MIN. PITCH REVISIONS: ° . SCALE' I. Zo 1/811 PER FT DR. BY: APPD. BY: - PRECAST SHEET I OF t ° 4 CAST EQUAL) IRON (OR PIPE MAX. FLOWDIFFUSOR \ 21 LAYER OF I/8-1/211 WASHED -MIN. U�'L`-Z 121 MIN. EL= r7_ PITCH 1/41 PER FT. 2-01I = c _2_5 2% MIN. STONE ° ° LEVEL ° q� e FLOW LINE - I EL_ EL= E 10MIN. —� EL= I+ EL EL=--- -/ o 0 o n o p o n Q n O 0 0 — i EL= °_.� �_EL_= a o n Q n n » 0 0 0 _quo_ a EL= = I EL= 5 3/4"- 1 1/2° ° 14.. zz .. BIOX WASHED STONE moi' '7 '7 T-l-1P_!J h4T CASIN / 4 � d FIL�En ♦ � � J" f •1O - c2PT4. ,n \fir � , � I ,. • / � � �= F,u�G \ � S ! , � / \ �' 1 � ` v 11 A3 r �.� �_.- f C.�nC - V.:xA ,SVA ti �>�\� . l•C.i3. r rip RAp `-i5r/(Stn z) \ f u 1 \ l / .. CET: WbLL / n, �v Awl ILL -L-) GAL. SEPTIC TANK I Vk- 2-)) PROFILE OF SEWAGE DISPOSAL SYSTEM NOT TO SCALE L_J 1 --- ---- - - - -- - ------I I I I I I I I I J _ IL 1 I � I 1 I I I I L- - -- - - - - - - - - - - - —2411 DIA. COVERS PLAN VIEW FRAMES 81 COVERS SHALL BE SET WITH MASONRY UNITS WHICH ARE TO BE MORTARED IN PLACE $O�TOTVT_€v €717MI UE7-vtL OBSERVED WATER TABLE EL= -I ADJUSTED GROUND WATER TABLE ( / / ) EL= INLET b �' 3 MIN. .4 OUTLET —� 6m MIN FLOW LINE e" 2 M I N. •.. 1011 MIN. c'. 4 FT. MIN. LIQUID DEPTH d• CROSS SECTION VIEW SEPTIC TANK DETAIL NOT TO SCALE OUTLET TEE LIQUID DEPTH TEE DEPTH BELOW FLOW LINE 4 FT. 14 INCHES 5 FT 19 INCHES 6 FT. 24 INCHES 7 FT. 29 INCHES 8 FT. 341NCHES DESIGN CALCULATIONS NUMBER OF BEDROOMS .. _ I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TITLE 5 AND THE GARBAGE DISPOSAL UNIT.. FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2.ALL COVERS TO SANITARY UNITS SHALL BE TOTAL ESTIMATED FLOW 3.EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME ( IIo GAL/BR./DAY x 0, BR. ). .... OFFICE AS TO COMPLIANCE WITH TOWN GAL./ DAY REQUIRED SEPTIC TANK CAPACITY.............. "0 GAL. ACTUAL SIZE OF SEPTIC TANK ,,.,..,.. .. Io ov GAL. LEACHING AREA REQUIREMENTS 6. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 SIDEWALL AREA 2 ` GAL./S.F. 10 FT. OF DRIVES OR PARKING AREAS, H-20 LOADING SHALL BE USED UNDER OR WITHIN BOTTOM AREA 1. o GAL./S.F. 7. SETBACK REQUIREMENTS (MINIMUM) FRONT SIDE REAR LEACHING CAPACITY ( BOTTOM + SIDEWALL) Y J GAL. -72x7..5%1.0), (Z2�•14„ t.o) APPLICANT: RESERVE LEACHING CAPACITY •... . _ .-........ GAL. CLEAN OUT AND INSPECTION COVER 41�U" 8' v • PLAN VIEW M WHOWim �nl- FRONT VIEW SIDE VIEW FLOWDIFFUSOR DETAIL NOT TO SCALE `-REMOVEABLE COVER OUTLET PIPES �AS REQUIRED INLET T FLOW o'. OUTLET LINE - -� 6" INLET TEE PROVIDED PER SECTION 15.10.2 TITLE 5 i��tM Of � re NO. OF OUTLETS DIST. BOX DETAIL i" , � 7E77 c , NOT TO SCALE F�iT'`�' AtCIstER° �e� 1 S P ..i .IrC�C'*"r is VE S0�4 - tee: - V er4 ISI Tl',�l ry� fu1 L,•=L/T�'-,Ng f'.1t. :a.:...i r: I, Icw n� 7 �.I •�. I-1 E` r �..v r> �r+sT4..+�cTl ur.l. rc ^^tY D :C CfTh+Ue.i NILE f .�_�.•. � � 'E gx. v...� Er F77n (I� IHr, eU'exTEl-7�, "1 ��c.snu _fit 1'1313 I's 5 /\u E r,, -L ". A, -+i /+r.�.raol•t b .�-.>r-_v�� Irl DI = GH ALC. PE io•`L- ri•-I •1 �'•s..: tT) VJ ITS rL N(V--,adU. 10. PLr ,J rJ ITARI.� NY-• �12rnL ••r.L, � -+•f .ATE) Pe" -Grp (1N Dt]._ w)li r7i_ Ia' AZ6U140 l.txc..Ira; /-_v. r"'.f1.�E"i•:�•."tom wI'Dt cu r"Ity` n.�„ 11 A \'PC. cF iVj' 1•. pc "C.. 1 \n<_ jtl., 3.7 .-+i <.. :'<.G ..2F5 IOC tz =- 1_. Ev r,a � ^-:. � _ � •. <u ... � _ ->rLl 4' of �.:r.--tic Ta��f 1'i C. \Gt. �.e:•1 iiz�r V,c •- S • + "'Lt y .S .i• v. WHICH t'�t:C - •O •-+ �i� OBsk.a v. � _.t\,E l�+aiY:S ,.t U=4.t• lT, Gt7b-I_r I.1E - !s t_.r_Art W F-i.cc� �' �'. AI2 tr.-• 17_) t%7- Vt.," 1sic '.'r•M1c C:''JC T• F_vC /•' PTI �.I , S.I F`tl. l.. ET'�I•J . L+nL pit liUTJY Qti� ♦1L Lr; PC< Cr"y Cr.E!r•!i:L, 'l4 G4:>I c` udtiC' TD I. -1$r _- , r1ell P. mel-•'\! I:I II-zairm T -i . Il -ILrl Crr�cE QE��vIQE> 4�' �. e.S ,1i �,r� f:.P /.., ,, I•I:L�Zn a•JS � r'e=k_71 FIcv71 :x1 �. i GENERAL NOTES: I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TITLE 5 AND THE TOWN OF RULES BI REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2.ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 1211 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 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 IO FT. OF DRIVES OR PARKING AREAS 7. SETBACK REQUIREMENTS (MINIMUM) FRONT SIDE REAR APPROVED: BOARD OF HEALTH DATE AGENT PROJECT LOCATION: _P�2C�L Gl �-✓l+�D �t^,�y€- LSD �.rA1�F'1�7i)Ti-[ APPLICANT: -- r Engineers - Land Surveyors - Sonitorions 35 ROUTE 134 - UNIT 3 - P. O. BOX 237 SOUTH DENNIS, MA. REVISIONS: SCALE' I. Zo DATE: S -'.0 DR. BY: APPD. BY: - J08 NO. SHEET I OF t FORM 9/8/87.