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HomeMy WebLinkAboutEngineered Plan - 2016I I . I . I � . . . . � I I . I � . I I � � . I 11 . . � I I I �, I . I I I I I i I I � I I I . I . I . I I � I I . . . . . I I I , , , , . , I I . - __ - ___.___-_1_______ __________________ ___ -,---------- — ___ __ ___ — ---- 7--7—, - ----------- -------- _____r__ ------------ ----------------------------------.----.— ---.--- -----.---,---"------------,.�-----,--",--�.-.---�,-.- ------------.-,-----.,,--..-�---�- -.----,-----�—.,-------..----,--- -.----------�--.-..--.-�,-,-.-..,-.------, -----,-.-.---.-,�-�-----,----------",..-�,�--.--�-----.,--,-.---.----,-------, I I I � , � . . I r I . , � � I I I . i � e -N ,%�_ ,,, �, ";.7 1�', -11 �, - - . � I . I I . � . r . I . . i I . _5 � Fl� I . I . I I I . , I\ �i I'll r . I I .1 . I I . . I I . . . 11 . I . I . I � � I I ,_ , - ­;%�� � t ) t; ,- � . I . , ; I TOP OF FOUNDATION .. PROVIDE EXTENSION RISER WITH I . I . 4" SCHEDULE 40 PVC MIN. SLOPE 1 % . FINISHED GRADE OVER CHAMBERS = 1 �_71� - �\� il,__ f \ i, -A?L_ I ��, ". ,,, � -1- . I i I . I . .1 I I . . I ! , FINISH GRADE OVER D -BOX = 24.6'± 1 1 1 . :1 . 11 I I . . I I I I . 24,31- 25.11 1 1 . I I I . I . � . I . � . � I . I i: � ELEV.= 26.3 1 . CONCRETE COVER TO WITHIN 6" OF I . I I I � . I I I I SLOPE @ 2% MIN. . I I I I 1� 1 — . I I . I I . I . � . . I 'I I . I --\ I I I . I . I � I .. � � I I i ii ;: I I FINISH GRADE OVER INLET & OUTLET I � � I I REMOVABLE WATER -TIGHT COVER OVER ! ! INSPECTION PORT WITH � I 1! I - UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION . t ! , . . � � I I � - I I . i .f . I I � FINISH GRADE . . I I I I I . 1: .: il . � . I . . I I I � ACCESS BOX TO WITHIN T'OF . � I I I I I I . i � . RISER TO WITHIN 6" OF FINISHED GRADE I I I . . � . METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL , I. !. ! I . . I I I I . I � . I I � I . I 11 ! I OVERTANK EL.= 24.4'+ i F.G. (ONE PER OUTER ROW) . I . I I � 1. �4 FINISH GRADE @ FND. EL.= 25.4'± 1 . . . � I � I I � I I CODE AND ANY APPLICABLE LOCAL RULES. � I � � __ ___ - - - I / - . I . I I I I . � i : �. --- I.-I----.�.,----�--�..-----.-.,.--,--I ------ ___.____.__.___1__- ���--��-�--,.-.-,-,-..-,-.,-,�--�1--�.----,."---.--.-,---.-,-,--...,---,-,.-.---..�---,--��"''.�----,- _______.___.._____.___, 5" DIA. OUTLET(S) - I I ! I ii I I , -,----,"-"--,-------,----,--,-,-"--"--,--, i I � --..�--.-------.-.-----------.-----�-,------- ---.-- ____ -.--- -.-..--. - I I I . __ � _____ ,______,____,__,__, __­__ -,-,---- --,-----,--,---"-----"-*------------,----,--------, I . -1 1. .� . � . ! ----.----- --..-- -./-----"--.--,",.--------------,----�-.-. . . . I . it 1, . I I I . . :i I . I I A i ;j Ii . . &===t . uEt��= ; .. I � . I . I I . I - I I I I I . * � . . . ; ,� . 20" MIN. ACCESS COVER I 1 9" MIN. � I � . � . . 1 4=� . � i . I I � I f !� .. � I � � I I I I I DESIGN ENGINEER. . .1 I 11 .i I (TYPICAL FOR 3 . 36" MAX. I I I I I ; . I . . � I I I . � I . : . � . I I � i� I 1 91, 1 1 �: 9" MIN. . I � I I I � ! . I I i !� ) _\ I I I � I . ;; .� I . i I � � � I f . MIN. i I I ; I I � I I I ! 3. 4" SCHEDULE 40 PVC PIPE NTH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL � I PROPOSED4" i 36" MAX. . i 1 36" MAX. TOP OF SAS I B.O. = 29.19 � � � . : i� �i I � � I I I . � / \ / I I . .. .� I I I I . F . � � &_ I � ! . . I . z I I I i il, �;` SCHEDULE 40 PVC-"%\ . � . I I � ! SYSTEM UNLESS OTHERWIS,F;: NOTED. . I . — /-PRd,P. 4" SCH. 40 PVC I . i� I I i I i ��., 11.­��I�� --- �_ ±--=7-- 1 1 —, - X , I I . . I 11 I . I . I . . i . . I . . . I ; ,� 11-1-4-elo—_ .. I �f I . q �, . 1 2" DROP MIN. , F . I I z . I . I � I I 1. 7 I I . � I � 1, ­�=�,� . _ - MIN. SLOPE @ 1% 6" 3" - 911 I I I I I I ,. . I I . - I 4. I 0 PREVENT i � __,_ �_­-­ - 3' III I I .BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN I . . I - . 1% __ - __ I---- . §< , � 1> I — -11 11 I -_ . - *_�, 0 41; ::: "In ELEVATION=, 22.12' FOR A DISTANCE OF 1 5'AROUND THE PERIMETER OF THE SAS. NLE I I I - -- . --I . � 1 I , � . I j 13" 1 .1 . I I I I __� t ` 0 . 1 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF I I �, - 3" DROP MAX. ... MIN. SLOPE . I i I ; I I � , I � .11 . i . 1, I L = 21'± 1 1 i , \ I . I . 11 11 4 U PROVIDE WATERTIGHT ; " 1,; I � ... - . . . 4" PVC IN FROM . ,_----- �r � i i __ 1, - , 11 . JOINTS (TY . :1 .... JEA.__� 11 . �, 1 7 1. � I _.­ " 1 131# 'I ) 7.13'0(TYP) ; I I �� , 11'_� - �­,� : - I . . � . " I I - I En M_ M,--,- - A, 1 *08, . I I I . I . : I I 1 14 . . - ------- _._ ---- - � � . I I \ 22.15' 1 (TYP.) I . THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. I � � I � SEPTIC TANK r 4" PVC OUT TO i - =I �__"I:= d I . � i � � . ; - I . I I . . . . . I � . . I I . . . ; I � . I I I . ) ) i 0.59 -_ . � 7.13" (TYP). � . . � I I ; � . I � LEACHING FACILITY . . . . I � I . � I I . � � . I I I I i I I' I . i 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. ! � . I I . I � � f I I I .. . -22.40 11 � . i I ! - , M . I . i I . I I / � I i I I I � I 11 � I � . I . I � . . \ 'i,� . � . I � I I � -F ' 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. � i 1 1211 6- i � � I i . I \t I ! i � . I I I . . I . I � I I . I I I UUILtIFEE I i - - I - . - I . -2.875'(34. -)_� i I . � i I I I . 48" I \ . 1 21.90, 1 1 21.63 21.04' (laid flat) ,9' I � � ; . . I � � I ; I MIN. I � 21.73 . I ; — I I I I I . i I I . . I . I . I . I I I ! . 1 i � . . � I I I . 1. 1. I I . . I . (TYP.) I I 1. 1 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK I I � � I - I � � I I I \-GAS BAiFLE I � I I . . . � 1 5.0' � � � I I i I ; 21.51 - I . i 6" CRUSHED STONE I , � I . I . . 11 I I ", . � ! � I I 11 � I I I �� . . I � i I i . I � I I I % (TY.P.) . I I � . I I 5'MIN. - 1 115— j FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS I ! I I . � . . I I I I � I 1� A I _� I . I � . . ,�, I I . . i NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH . . � I � ; � 60 OVER MECHANICALLY � I I � . � � I I I I I I I I � REQ'D . I � I I � I I I I I COMPACTED BASE I I : . I I I I . I . I I ! . i I I . I i I I I I � I - R . � . � I i AND DESIGN ENGINEER. . . . � I I � . I I I ! . I . i I � I . 25.0' . I . .1 I � . . . � � � . I - r_ . . . . � I . � . I � . I . . I I I I I I I . I � ; . t I yr.) . I . i ; I . I I . I I . OUTLET DISTRIBUTION BOX I . I . I I . I I . . I I � 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION I I I -_ - I ' 6" CRUSHED STONE - . 5 � I I I I . . � I I , , t . . . . I 1, I I I � I I . . I - . I I I I . OVER MEPHANICALLY I To B : INSTALLED ON A LEVEL STABLE I I I I I I I = .1 I ,EP ,D VIEW� I OF 25.00'ESTABLISHED ON A NAIL SET IN A PINE TREE AS SHOWN ON PLAN. I r . I - I I : j GROUND WATER ELEV. < 15.00' C`,`0IIAE1 ,,S 1EIV I I . . . . � i I . � — i Lf Wy I 1. � k � LZ / I � �. I . . I COMPACTED BASE , � .1 BASE. FIRST TWO FEET OF OUTLET I I I I � . . I . I I I I I I ! � Al ='� i . I j I � I I . I I .1 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION i I 1 4 )v . i I t . i . . I I . � 41- 1 1 . . I ! I I I � . I � � I PIPES TO BE LAID LEVEL. I I L_ F? "") I . . i I PR PO ED 1 500 GALLON CONCRETE SEPTIC TANK I I . . . I I I � CHA' 3ERS (PROF11' I . . -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT d � I I I I I I I I : 1. L L I . I L L ! � . THROUGH DIG i I ' I L i I ; . .1 -6" L I L � i I W . I . . . 1 (BY !NFILIFRATOR SYSMIAS, il,�,`C.) I L I I . I I . . I I I I I 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES . I "� i:­­� -1i-.-. _­­ L %­ LENGTH 1 O' WIDTH 6-8" DEPTH 5'-8" � � . I I . I . I . . . � ­�"' 1 �"._',�" J'_Pj_� , , I L CROSS SECTION VIE I I i . I I . . L . . I . I . I i _._ j_"��_;,i_ ­i,,�,' . - . . - � I �__ . ­.; ­'­ I 11-1 ,-,L , 'i", , �i i ,L,�A­'­ �.�, - i L - I �� �,­", jrl., ir,� ", �11� __11 ­� \ -, , I 1. I, �. --'p-, - - I i 1-1-r- - I �1. -11 -1 __ I I tt-, f �2­% -11 e_- � V-1 � � .1"'Ll- -, __, , - - � " - - __ � , � I I ,, r1t ,i`_!_,,,_r_'; , i I L TO THE DESIGN ENGINEER. . - I - I - I , "_ . .­�, -�,­, ­­ L ' ,. p � -I '! ,,, �, -,,' � `_­L�`f ) ­' ' "' f � ��, ""' - � "if i , ir­� 3 I_ I i i . I 11 , ! � - � ; , - " ,,, , �L � �_ -1_11,1.1 � I , ­ � . � . , � � , , ,� , '�k-_, -1; ` V� f­� � I _:, , ' ­­ ­ -­ �'.,­­, v IV � � _0 I,' i� , ,� '�� j" - ," ' . .'' I .L.. I . . L-L i ,� , L- i'k I -1 I .1, i I , L ­ � , �, i _�� I I,-:,.;-, ��.� � L � , 'I - I i- ., k ;, , ,i,� j , �, . ", i , 1� t i -11 , Ll, -L 1i , %_�,; L I L &_�; ,. � � � I -_ - I �. _, - ".. ;�­,,, ,40 . i ,,, � 3i _� � � , _', i '. L., 1,�__,P,Pt, ,� L_ .� i i�__ I I I I I . , 'CORP., POCASETT, MA) i � t , i � . �1, , 16�� ,i� 7". %.,,F _5 %�_,' �_, i k- , I I 'j; ,,_ � � ��,_ -I � . � ;, ,�� i , �, ,_T. _ � 3 , , , [­�,,�_,;� - �,o, , L L , � _L I ''; �, � , ,,, � , - ""' F­� " � :`4 7' -Jli, !�, 9, i �` P T-% ,,--4 �, Ij , r�­ (DIMENSIONS PER WIGGIN , I , I -, � -7 5�` � � � k, I i , I � , " , 1 ,­ - - f­!� i. '­:", ­ ­ �' ­­­­�_­­­ S , i � PRECAST I i . . I L 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE i - , " � ,,,--,.,, - .­ :,- "'; '­' , - t .1 � I I L L ,­� ii � 1, ,� . i. � i, . . I . I ! . I 11�� :'I _. , � V � , . . I L I I NOT TO SCALE L . 1 1 1 NOT TO SCALE i . I ___.._________ __ ------�-------�'-----------------��.-'-'--------'-,------,�----. ____­____ .--.--.-.-.-�.,-...--..--------.--.�------- I .. .... _­ ......... ----.,".-------�--�.-�..-.--��.�.-�.,-�-�.,-.,-�-.1--,.--,-,-.11----"..-.-�--I ------- I-I.--".-"�-.---,�----.-,�--.-,..--.--.--.-.-, _____­.__­­ ---- - --- L ­­ -'----..--------�--�-.---�-----.,---..,---..-.------.--.---�----,---.---�,-.-.-��--.�--.-.-.---.-.--.�----�-�---,�-,�.--�--,.-�-.--------.,---.--.--.",-,--,---",------,--.--�--,-.L---,-,-""--.-.--�.-.--,-----�---I,-----�-�-.,---�.----�.--..-.--J . MADE WATERTIGHT. I I L i . F---,--------- I I . I i I I ­­.�.__,­1_1,i_ Z -i",-1- 1 "t A -,,.A L I I I ! I I . � I L I I � ! I I F I �­ I 1, J- � t �i 1. - I ! , . L 1 /. ,, , 1. / / j �/L-.. , - "", � ­ .,V­,,� I � L . L 1'� . � . I _, / ,\ `�� "\ "�/, L . I I . I I . - I , . ,;�� L' � - , , / � � L . i, _,"_,,,, v I i . 1; . _7: I I : . I I ­ , . / .,��YL.._ "�.. � .%�, �', \ I I I . I � � r, "I �, I' # , L : ,1 DEEDED OR ZONING ; I 'f� I '�,,� - / , -, I ..,x i , - - I ': '_�W_ �'..,L� I I I . , " /_ /. �" /-.,. 1;5:1r / . I L ._f ..�, � .../ ,�xl . I 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH I L I I I . I .1 i �, � '!�, . , " L I- f I I �,, N/A . I REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM . . -�./ � -* / � I . I � I I 7, )i- :�, I .I, I L. L I I I I I �_. /,�� "/+ 1�0 ;I I I . f �X� .,,*I PERC No. L I I �_ � , N.\, , � � L _ �_ 'ie � V L r I I I I I I . 1 4 .. �, , � ....... I 11 - - ­ I - P _..,. ... ;�� I I i , . I L i . I I I . I - I I . I � _ . 7. L - ­_ ' I � I., �_91f, . � APPROPRIATE AUTHORITY. i L I I : - . L -L J� , j . �, , L,q L ',I . I . . � ­ --:�k-u , 11 ­'. ,-f . ,:� ' � . INSPECTOR: Amy Vonhone, R.S. � I . I � L . I L ­ I . � . I . I L . 2� . I I I i ' - ' I "I " I 'N� A , . I ! I I . L I � , L I I ' I , _0, .,�A ' '� ./. ; . . I i I L % 11 I I , ,,��,/ , . L I . I __-� ; ",j�N � ;� 11 ., I I . I I I . &I , Is li,,, . , I .� I, , � -�-�g,/ �1�� v 'I/ , ,/ . - , �;.T. T __------ ` (7), /' A, " ,.,T.0 , xmv I _. I L I P10 , .r " " � L . . I I j . k, . " - . L i ! � . - , - � , - ! � 12. . : I . �11_Es 90 I I : . L . ,/ ��, � ..S7 . , t , � ,� I . I . .. -7 k I I __ 4� 91�_� - - - 1� I I I I I I I 'L - . EVALUATOR: Michael Pimentel, EIT, CSE I � 1 L I . S1 WIDE Lpsou`f) . I I .— — 7 . I I j - - �,'�11 - I.' " I _�, r .�, /-,, � � :,I ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED I I , ! _ - .. V - 0 _ I I -11 L I . I I I - . I I.'! -I L �, ..-- _.,!" II i I . I I I UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR L i L I 11, LL . _:­­ ,� L : .! ! . I ­ ­ � I - , Oct. 1 999 I . I . - . �,�� Z�, - � "'/r'L ' -,:�, .. , I '' � L DATE: ! I I I , L . . L � , . I ) . I L . L . 1, I . . � . . -.----- I . I : L . � I J . , , , I ... "I I .A, N' L , . 1'%�. -11 I., L _� i C.S.E. APPROVA - � TRAVELED WAYS IN WHICH,CASE THEY SHALL WITHSTAND H-20 LOADING. . I I -1 i� I L I t . . . . I _,�, . I I L;�� �._ �1. "L %. _� _­ I � i I I � / . I `�" , I L L I L I . 4 _e_ % rl I I � I I I I . (41Y 1 - � I / I I I ;� . L�_ ��, , ", .. �A _: _.� �, I �� % I .1 ., . �_ I I / 2, � . , v I L�_J. I - . � f ; - V4� . . 1. L I 11�`_, - -, I I , . . I ,� , . 1, 11 LL L ... i L I - I .- I . I ! L i I .1 I I . . I I I �___� '; � �,�' i I � L . . - _� _�, I �..,. . .. , . � . . I . ` -P \ . X . . L I ,�. il;, .". . I 'L". i \ L ",,- - A I Z,7 � ! L p"'joAt-1. I I , I I i ,: - . .. I 1 � L., i DATE: I . . � . L I - - I - I �, , 1 1.13. HED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. _0 , / '-C L . -ztz , �/' ` . ... - I , - I I . � �1 .", 1, L i I DOUBLE WASHED CRUS I 'T -_ . I . � . L Eo,� - , . I _ L i '�, _LL I , . , � L I ,,,_ � '' I L� 1� L I I I I . i . . I -, I _�, z '. I ! . ; �, -1 * 1. . . � / �, L' ' , � A .� . � . . L � I 1. 1_1�!' I � . 11 I i L' I i L . I - I . . I r��, ­,�, 1. '' �/ I ­". I I L ­ � . I � I . . C.-� . L __1 i \ ?, 14,�, <_1 � , . I . . TEST PIT #: - I I L I I - I I . . ­_ .� I , /0 ,e - I 11 I I I - - I . I .- . I . I . I I , �� -:�14, - I . . . L i . ! L 1 7- 1 \ I i I � . I � , 1�1�1- . - 1 $ � 11 ' I I L I I I _-, L ______ I I I I . . j � ; I V P // .�'z .��']g�� _��.�___.�- ' ' , '�,�. , L '; I L� I - . I ­. , . . I I . - I . I .-�� . I I 1, I I 1 " ! 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE I I . - I I I \ I ! L I � � L L Y ;it r 1 7) 0 13 t 11 1) C TJ I I i - I - ! I . . - , I � , - ) ,--�, % .It � . , LLL , ; t_�, L� % r;**� . I _. -_ " � ", P �� ., ., � *"- ELEV TOP = 125.00 i I k .-�� . i . . - " � AI ", ,�..,, , _��_ I I . L � � a � - _P I L -, - I ___­` . � . , . I . * ,� .,_ -,-Z- - ��, , . Regictimi High sch ,�: . MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. - � !, ". . . � L" I'L �, � I I - - L I i k II - ,U--�Z, " � /i $0 A r, L -ii I - -- - , ')-�: I �� . 2 - � W, % I ; I ; . L I � - . . I : I � � "t 3, � S!. 7 F, - I . I . /I, `/-3I �, ,- - -�,- . yr , i - I . I .---� I L f .- I _­ . I 11 f -V " ��-;:�`,__/�, ­ ' , " I I ..t e% , . L ELEV WATER = REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM C Y, . i I I I I i, I I .�� I 1" - . 0 , � 1 4 OPO ffE . I \ - ____ . � . - � � L I �, �. I I . i W " -,.,. . _. ! . �:;., k < 15.00, . LA I Ir, I - 1; " L ' '4- . . I - I . . . �_�_.14 -�, . - . I t 1'� ,, ,i , I ! L � I . �_, ." 11�- ;JLI�m I �L - I � � I I . "' ',�_ , , 11 .. O!, � ., I L I .--.% . i ? _ ­117�:�-!_� , I \ !11 - - ..*.- 7 �, .. . ,< ,,, I i L ___� . � L ,/%'%.�,��,_;.,�= i.,% "� ! I . � - 1� - . I . I I FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). ', _ , V -jrpl.,- -, . = � I � .---,%L-" 1, , � -1 ,� / ��111 �k.__ L . I ,,� L i� /i _ - . . I � 0) i' 'iv �/ _" .. __ -, 4k: -, /, , - I . , L L . LO , - _\ , jJ, ,,-,. i , � I ,.� �L � , 1, I I I - \ \ . I � . , , . I 1 ;g, t .-. � .Z�, L , - I PERC RATE < 2 rrIin./inch I I " 2x 3011F .� � L L I I � . ­� � . /� I - i,\, � /`�h!�, I .1 I ii . � - - 11 . L I � '1_4 'j- - I �111111111111 . . - I I I I -, L I .. ./ , /">��'_ .: , i- I .. . ___� � . I - z: , I 1, I . . X. * - - , , %, ,, � � v . 11 � , . . _17-7 . I � �, I y ii, �t -.. /'-�:t. -.�r , � ;�,F'7 `-��* !-�', -)� ., �., ,' � 1 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN i . . I � !��. - �11. - , I t I I I L W ! ", ,i,�; ,� ,:r L'. I � , I _\ L "*�� - I , Ej I ! . L I a . I . . 112.()O 1 � . -_ - "'. � _ ,_ __ ' � :. I ,­' �.'_Lll � -�/ - � '.% -11 - ,z I � - I I i I I 2�;� i, A%% - 11 � ,:: '. . _kZ". ", --�', ." '/ . I 1� I L . I "'� ' � . � DEPTH OF PERC ; - I , . , = - 50" . I 1, ..� . I I I ­­ i� I I i (9 , , 1',?,�'. . ' � "I . , 1 321 1 . . . -, . . 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THIS PLAN IS TO BE USED ONLY I j I ! FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY I � 1 7 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. I � I I I I I � I ; . I � I ----.--------.--..--...'�-,�.-,�-.-----,---��------,-.,--.-.--.----,-.-,--,---.--��.-.,--..-"� --- ------ ----- - ____ .... __ . , ". � ___.______.____ _____.______.___._ ______-1 I , ; � i, ��­ ,�­' � r'-fi_ I I M 15 00' i � , -F -; f- I n I .. I I - . I I ­�:, � . I . . I . i , . . / 1, , 1. I ____ . . I I . I I OV�t%LF_: A -� IUUU I I ? I i i -L.'.. �1­ �_ . I . I i . � I /_ I TOF = 26,3'± 1 1 � � - ­.- . � I I I I i I I I . . I I i ; I I . 1 5 ­_� '\ (_`,� . � . I I 1. I . . � I ./i, � � I I �, ,_­,�', I I . I ; No Standing, Weeping or Mottling I . I I I I I I . / -� �* 1). I t . / � . - . I I I ! I . I . . I . . _2, '1�1 . I � . I I � I I � � . . . . V . I . I �_, � I ", "' r_1 Ll� . I . . I : � . X50.0, EXISTING SPOT GRADE , � w � I " � I I . ____ ------- ______.__ --_--------- �-.---.----..,----��--,��,�--.,----�-----.-.---,.------.--�- , . I : . � I . I.. , I I I - ,�, , -i'f- - -­-". - � __ 7 1 - I 11, . I . - . . i --- ------- ______________1______7_____ 1_-____- ­_­_­__­­________ ­ - -------- - - - - -- ­­­ -j � . i . ! I . . . I . / I �, , I. 1: I I . - � r I -1! I i I I I I Health Department , I � . - , - � "' " , , :��! , , - __­_� -, - - ;_ I I . . I . - I . I I . , I I . , - ­ HC -113 � 11 71", C % 1'01_11 7`1 115 f'-,, P� -Y, A I I I I I I yzruiouth ! I I - , , - - ; __ � . �,:;; 1�4 rr�' _)_ I " - � - - - EXISTING CONTOUR � , I LA_f -1 � �: ,,, � � III - kl�? ,,, ('�,�, 1 "� �--: ILJ�,,,, ! H" I � � `��,� '� ,,.,.. `_�.__ ,�",��, I 1-'�� . - I I I . \":1-1 I -1 . - I . . /,C 1\ I I I . I I I , i 7 1 1 .i � I ,� � � I 1\ D __ " � __ 50 - � I , I I I . . I . . I . 14 . I .:;,� � .111-1 � "" - 71 ��� 1'_ % -lu ,//, I WE i I �, I ��, - - � .�_ '' ;; I I/,/,/, I � I I I I I ?p 0 I i . I . ­ I . . I 1�1� __ ­�, 11 1.1-- %_iv�_� � I 1/// (_11 I . _�� . . I . I . � i . I . . . , I I - � I I I . I � � I . I � . i � I � . I / . �L, i'�� :'' , ,--I'- - ,/'/// , ,,�� 'I __`� PR. INSPECTION PORT I I . I I � - PROPOSED CONTOUR LC� I - , I . ,.� j!'i, , . I . I . I I / .1 %, �. ".-i':"! -:-".; � I I . . .. / / � . � . I . 50 ��N,4,1 - i . / I I . I / � � . ,C( � � . I I I I . . 1 14 � � . I I/ . � ", , ////,/�1/,, I . . (TYP OF 2) . . � ame I i . . I / � / I I %,�j f,! -Y- --A I NUMBER OF BEDROOMS (EXISTING) 2 � I I . � I D a", e . I I I . I � I . ___/ I � li� \ I I I I I / . _� � I 1_..� /_ " � i I � . I ___ , 0 ! I I . ! � . I � I . �. ! � I I k/ I , � I --- � � -) i I . i . � I . . EXISTING GAS LINE -- ! � I 1, / a / --- __ I 1�1 � �__i � '61. '\,-, ; NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5) : I � � I z 11 ­ ­ I . . I . . z I I I I � � I � i � � 1/� I // �' "'. � / . I �, �) , ! i . � 0 / I- / I'' ; / I ,� 1� -al "' I I I'll, \ � , I I I I I 2-.,q __�z - "ar. � -.�_ Z / I � . I 0 . I I I . I . /, / ENCLOSED , t � I � � _� I I I ! I -.% 0 1 1 / , , / " // ,,, / ./-,/,// I � / i // ",l I �_ I 1, I . I DESIGN FLOW 110 GAUDAY/BEDROOM . I I I i _W__W - EXISTING WATER LINE " , ", � 1 � V � i . i I I . 0 � , .'�� . , -- -Ci,`,'� , I L I . I I � / / // 1, / "';,_ , , / PORCH /,� D !--'- , . I . \ I i I ! I I I/ / 1 I _.. , I/ � I �'_-` 1 (4) 1�_ . � . I � . � i i. � � "I ", � 0 �, I L I I . I I \11 -1) i , , � -&, I , ! . !� 02 /// I �: �- (NO BASEIVIIE , A . TOTAL DESIGN FLOW. 330 _GAUDAY ! I � ---,----. 1, /H 11 %, I � I . 0 Lo . / � I I ! � I - ­­­_ I I i I . I I � / . I PROPOSED TOTAL 20 ARC � I . . � I ; . ", EXISTING OVERHEAD UTILITIES I � I C-) Cq I / / � � I I / -2 . C. - I I I I � � ; LJ I / . I I � / HC t, n&ln I I I I . i,;, �� I � � z I/ � /1 . ,__---- . i I i I . " . 11� i / 11 1� 00 kft-00 1.3DU) UnMIVIDr_M0 1114 � I ;1� -, �/, BH . / I.. ! ! . � _5 ��_ , 11 1 � 1___� 1;1 DESIGN FLOW X 200 % = GA DAY, I � I I , � %�­�' . / I _­_ I I - , � ; ; %p . . � I . i I -I I i I I I I / , � / /4_------ , 1�� A FIELD CONFIGURATION I . ; . I _111111p, ! � I I I I I � I / ) / /Z . I _� . I I TEST PIT LOCATION I . . / s I _. I � I I - I � I . MAP 68 , // / . I � i I / I I I , . . ,. I 1,500 GALLON SEPTIC TANK I i �, ! . I . . i I / " / / 1.1.4� - I � . I') � i ; I . . � , � I TP I 1. . � I � � I I . I I � I I . I I ! , I . -_ . I :� I I i . . I I ! I 'L I i -L, I � . LOT 1 00 I I � I I ��� . � I I ; . � . I I � I �' , I . . � . � � . t �_, I . I . � I " � . . . I . '� I I 25.0' , 2.7' 1 . ) I � � I . " (11-11 I � � , � I " . . . � ; . . i I I . I I ' I I . I -1 1 . . . � � I I I . � 1. NOTE: DEED RESTRICTIONTO BE FILED I I . . i I � �­ 1; EXISTING CESSPOOL - I . I � I i I . . . I/ ; I I I I I . I � I � " , . . I .. I I � . . I � . . I 1� I . �11 HC -1 . i '?,q, I .1 I \.- I � ; I I I I I - _- 11 I . I I . I I i � . . i I I - . I 11 1 (5) . � � � I I . I . �)� . I . I � . . I I . � I . i I I I . . � I . . . � "" j � _� � I I i I , . I ! I I I . . . � � . � . � I � . I . � 1�.Z- 16 -25 — - � — I ­_�� . ... ..... � . ___ — . I � I . I I . I . I I I I . . . . . I I . . I I . 15" OAK' ".., .",. � . i __- 25 1 � � I i � . I I I PROPOSED 1,500 GALLON SEPTIC TANK � � . 0 __ 11 - �/ i I . . I i I . I I I .1 . � I . 1. '­ 1--i I � . I ; I I . � i I I I . I I I I - I . �, I _11-1- 1_- � 1; i I I I I I I � \ I \ , ;:1- — __ �� , 1 25 11 I ,_�, \ � I I I � � � � � � I . I I - � I _Ii� 11 I I I . � - I ( 0 1 1 . I :_- 11", � (3 _��X, ! I ; I . I � ! I � I I � I I I . 1. 11 ,­­ \_,,-- ) � i 11 I I I : . I . . . . I ­� I "I . I if"I.qTAI I -_)n_,&Pr_1A(±E�4A1q n)ir_l­4AhAPr=P_0. I ! PROPOSED 4!'SOLID SCHEDULE 40 PVC PIPE I � I . I IPK I k- __ ) ( \ z\ . C3 ___ � . I i � . I . I � . � ,­ I . ( k, I � I., i I . i I . . ' -<\ I j � . e . \ I . c . i ,b -1 I '11� I I I . . . I i . I I I . I--- � I r I I 1-11 I / i � I I . � i I I . I � I I I . I �.- . I � - I 11 I 0, PROPOSED DISTRIBUTION BOX � I I I . .- I . " . \\1 � I I ,� i � I I I . -1 \ ,, .., . I I I ,� .1 i . I I '. . I 0 � Iv"",-,- � I t I I I � I I . I "'. I I :� I I . I . 1:1 I . I _� I A 10 \1 . I, I . , ; I ) I � . i`��,`.'�,12" OA!,'< . I ), I � � . ) i . . . .1 � __ i I I �, . I 1. I ! L__j I PROPOSED ARC 36 (#3613BD) CHAMBER . I p . I I I . --� /,! I ,-A I I 1� � I . . I � I 1. � . I ! - I I — ,-, . . I . � I I . I I I . I . I I . /__ - . '_� � I . (TOTAL L.F. OF CHAMBERS) (4.8 SF/LF) (0.74 GPD/SQ.FT.) = GPD I I I I I I I . I I . , ___11 � I . i I . I I ! I I '\ , 1`,� y (1) . ___ ._ I ­'� P . I I � � \\�,, i I -, ____ I � ; � I ,�.,� (2) ;::7 ---, "' �'-` Ir I : I SYSTEM CAPACITY i I � . � __� . ,.� I I _� I -�,j . ,. � (100.0')(4.8SF/LF)(0.74GAUSQ.FT.)= 355.2 GAL. LEACHING I DAY I . i I . . . � . i I . 1 � 11 _4� — 24- " �� C " I I . � �� 3 6" OAK . I - � I . � I I I i I . � . "I I 1) — " \ (6) "v, I " I : I . I i . i I I i I � I I I � I i I �, 11 ". I -o" ", , --,.-I ", I � � � I I I . . I . ! ; ! I . ; I I I I . I . . I - ,.-,--( -, / ___, . . . I . I 1, 5 . I I . �'A \, I """f, I I . - I .//"-/, - -- I I i I I I � ! - I I - I I " I ) f - - ----- f- _1,-v-7-/ 1 /I I � . I ! . I � I � i I . I I �­.C,::;�;,, 1; 7� " , / . f, . I -r, / I �, I . j I I i �, 1. ,. . : �� 1 , . y I : I I 4 I I . . � I I - �1' � ""I �_ -, � � - -1, �_ "') �",,',_�._" , (11 a_.�,., . // /// �, I 1) � . � - I I . I . I I I i I I I I . . . I . � � . � -1 1-1 I ..1'11�,_) k"; / . , I . -1 � � P 41 N", �i' . . . . I . . ! .1- � i . . I - . . I i � ��_ �) � - , �, ,�, 1 , . I , � (_1 - / 12" Ph',IE I 1__11 � - . . I . I . I i *:�� 6 ,� 11 I SWING -TIES I '�, Cl� �/ I . . ,­ ; 1. �­ ! " i111.1 PE�il," I / / _1 . . I I � I nTAI _(za . . 11 I DESCRIPTION . . I'll I I I HC -3 I TANK COVER IN (1) 1 I 14.3' 25.8' __ . TANK COVER OUT (2) . 1 .13.0' 1 19.2' I - I . I CHAMBER CORNER (3) 1 . . . __ . . 13.9' 29.2' CHAMBER CORNER (4) . I . __ 1 I 130.9' 13.5' - . CHAMBER CORNER (5) I � I -_ 37.4' 1 25.0' 1 CHAMBER CORNER (6) 1 __ , 1 25.3' 1 36.0' 1 . _� . .� �., - 1, - "'. - 1, I . I I -, - , I . . , - , I , � ; ­__ I �. , 11 1 ,� . . / I . I �_ . - ,­ 1 I I I I . I . . . I . . i I i � . . � , F�i :-�!_-.��:,' - .: _� ­­­ - I . . f I : I . i I I ; . I I - / 'I I i . \ . � - , K, -) , SHED ! I . � , "il- ­,", � . I t �1111� I .� . � I . ! I . � , __ _ ,� ��-��!,__ �'; i li -,, � , j '. f -, '.'� - , / I � . I , - I . . I I i TOTAL NUMBER OF CHAMBERS: 20 . I I . I I I i. . __ . � I _Z_ - / IQ . � . I i I I I � � I : -1 I 1�� I I I I . . I I . . i I - I I --- - � I , . . , . ! . . ; ___._REV_.1 �.. __ DATE - DESCRIPTION .---I---- : . )� I -f� _c — . ,,� I 1��._ / ". _.�? ; ­_____ - / I 1'...i . � , I ( �� " ) / / /// ...... , .v. . . . I � � __� / ; " /_ . . _ , I TOTAL NUMBER OF COUPLINGS: 0 . I I I . / //­ ,/ __ . � � I � I . -___ ,za"'; .. ,vt / /, I I . � __----- � I I ! I ! ` I . . — � -,) `�, - , �, --' , TOTAL LEACHING AREA: 480.0 1 1 1 � I / (L � r �, _� ! � -1 ­- - ­� ­\ �­ " I-, I . I � z � ) . I � . -�--N e ,,,­� ,�,-�i-y�, (", - i' ,,-� ,_ -, < - . - \ , I 1! � PROPOSED SEPTIC SYSTEM UPGRADE , __�vl , ,, ,__ . . 11 0;-1411� __� , , I � I i , �,�_,/ �__--:!�,- . I i . � ! I / � / i / I -I--, I _i 11 - � i TOTAL LEACHING CAPACITY: 355.2 . !� � 0 1 1 � I ­­. , i I P-,npnQ�m r-'r-InY - � � ._. . I I I . � � � Luj. I . �_. ____ - — � � . � I ; I , . . I I i i . I I - ,--,C,,r � I .- I �, ��_�k7o I I PkOPOSED 1,buu �, __ I I I . . . � . -23 --, -11 . I I i I I � i . , 1 F tti�_4�1 1, . PREPARED FOR: i I . _/ �i I . . �.-, i . . ; � � I I , . I ,�, , i, I , I I I � . � , ­Z�­` , I I �, GALLON SEPTIC TANK . . ___ ( , . ,�!,',,:�_ I � . 1 NOTE: . . I I . Nw -` I _� . I . ­�� 11_1�_ 1-i - 1� k I I I I . " . �� " i I I . . I . _�- .. "), I I I I . I I . . I I �1\ - --o-&�"- .1 I � . I � "I . � ", I CAPEWIDE ENTERPRISES . . . . ��_ 0. - I . I I I � EFFECTIVE LEACHING I - *�� i N L -1 . I � iiiiiiiiiiiiiiiiiiiiiillillilllllllllllllll11111 I � � i AREA OF 4.80 SFILF OBTAINED FROM THE .1 I j � , . . I . ,� - I I . I . � � I I I . . = .�� CHU -HILLJR. W . I I I I / � I � �) . . I i � i z; I � F ; I � � � DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL � -0 IVIL � I ! i I Benchmark I I ; . i I . �: I I . I I I . 11 SC� 24! 3U'\N � I I i . I I:: � I i I I . I �� Nail in Pine Tree I . 1. j ; . '\ .418 r_ . LOCATED AT . i . I I . . I I . I I I . I LETTER CERTIFICATION FOR GENERAL USE ISSUED TO I ; I � I Is I'll, .. I . I � I .\ / I I I . I I I . ! ! . , i, I,- I . i . . . I I . iA2.09 I I I I LOT 105 , , INFILTRATOR SYSTEMS, INC., DATE OF REVISION: JUNE 12,2015; 1 1 � I) e i I . I � � . � I I . I Elev. = 25.00' 1 ! I . � I � ! I I �-.�­, "C*,187 � I � . I � I I I I . I . I . . I . I I � . I . ,� f � ... 1�i I t I I � I I I . I - I I I . � ., . I I I I Approx. M.S.L. � . . t ; I KANSMITTAL NUMBER = X264258. � i I � I i P .. ! � 21 STILES ROAD . . . I , I iiiiiiiiiiiiiiiiiiiiiillil . . . � . I : I 1, i k � � I . I I I I I � L. . I � . I - I t I I .11 i .1 I . � . . � I : . I . i � � tit � ! . I . k I I � I � � . I . I . I ! - I � I . I . . . I � . ! I _kKIVIUu I 1-11 IvI/_k.u/_004 . . I! . � I . I . I � I : I I I I � I �, I I I I Y/ ; I I . � . I . . I � I I I . I I . I I I .. . . I I � I . � � I I I I 21VA i I . i � C I MAP 68 . . . I I � I ; I ! 11 . �­­­­__­_ --11-- � - ,---..,-.-,-----,.-------,--,.-- -------- ! I . I I . I / \ ,�?\ iiiiiiii I . I . I . I I I � t I I k I t i . . . I I . I . f . . � . . . I i . I i I I . � . \", . . . I I , I I � I � SCALE: 1 INCH = 10 FT. DATE: FEBRUARY 5, 2016 1 � � . I I I_' I __ .-�� � LOT 104 . NOTES: I I I I � . I I - I A I . I I � . . - - f .. - I I I I . . . � . . . I I I i I . . . 11 I I . I ��A I �, I . � 17 1 1 � . I . ! . � I , I I I f I � ! . I . I I A_�,4, 0 5 10 20 . 40 � FEET I z . ,� / I � �,,,�,t,.­,..-,::1'._.1_1.V I I I — ! i . � ,�� I ! I � . i - I , �Mm�� I . I . I � 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC I I ,�, , __ � , .___1111� POWN9_10 " L_ ( . I . � . I i I I . i I . . i " o,,�­_-;,��- "' ­­ ! � I 'I-, � I/ . 5 ; I 11.�,, � -­.". , & i I __-__1 , � . ­:" I . I , IN ; '. , , I _­ _*__­_­­,­,____,_ ____ - ­_ __,____,_,__­____,__,__,_,__ -------------,---,----,--,---------*--,--*-,-,-,-""-, I � � . I .01 i � SYSTEM COMPONENT. � I 11 17 ------- ,--..--.,-.-.-�-------��l-...--------,.--.."-.-,�----�------� ____ ..... . ��--...�--�-,�--,-..�--..-..,-.�-.1 ----- ---- -.-------.-�-.,--.�--------.---"----��-.-----------,---,�--.--,--..--.-.---..-,-�-".--�-!-I ---- 1__-_.______.__ - ;: ­�, I �,---�,,- . I PREPARED BY: I I ! . - I , . I / . , I I � . I I _______1 . I �: .,r I . iI I., � � . . I I . I MAP 68 1 1 1 . � I RESERVED FOR BOARD OF HEALTH USE � 1`z � ,� ;, ! I . I 4 .f, . -1 i . . "I � I i i _,; � � I . I I I I � I . . � . . I I 1 - .,�� n \�� I JC ENGINEERING, INC. , i I I LOT 103 1 1 1 I . - 11 I � 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED i I I I I J JC. L. , , 10- I I . i ; � I I I . � I I . I I I . I � � . !�i,� C H U -7 .I'LL - I 1­� ;� I I I � I � � . . � I I I . . . . � 9 , I . .- " . I i I ! I i � � I . � . � ­�'I_-,, . �_ 1 2854 CRANBERRY HIGHWAY . I :1 , . LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DAT� SHOWN ON THIS PLAN. 1 1 1 . i� �, - N' 480 �-� '. I I I I i I I � I . � � I -In'A .� . i . � I ji I � I I � A�_ I I I . ' .. . I I � � I I I � I � I REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTEN I . � I . � � �� " - . ! I I I I T WITH ' . I �;,Niiv. " 11 � I I I . I � I I I �� ,,, . � ; . . I � . I i , MA 02538 ) I i � �NO,,,­ � I � . � i I � 1 �2 . I TEST PIT DATA. I ) i . I � � AN'�,�,,� -,IQ - i'll, � I � iI . . I I .1 I I .i � I I . . . � I � I � i I I 'A;�11.�./, , - - , I I . . I I I � . I . I . I I . i . . I � � I I . I I I ! . I . I . i-. - - ., I , � I I I . �, SITE PLAN . . . I I I I . ! I . ! � .. .. q f 508.273.0377 . I � ! . . . : I . , -, � . � I I � I I I . ; I f - i,--ir - _­_­ - ------ -1._.____._ r,_,___________.______ I . � . I � I . I I 11 ---- - ----- _,_­______,___­__,___ .. - i ! JOB No. 3366 � I ! . I I � I I i A DEP APPROVED ZONE 2. � . ! . � � . I I Drawn By: BSM , Designed By: BSM Checked By: JLC I _ - . ! I I , I .1-11 ________ - - _ , I - L____________ � --�-.-,-�.-.--�------�--.--.-�.---�,----�.--.'I ---------- ­ I . . � I I . SCALE: 1" = 10' - 1 3.) ENTIRE PROPERTY IS LOCATED WITH i I i I . - __ ___ - 1. - , -1- I I z ­­­­� I - ­.- - -1. 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