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HomeMy WebLinkAboutEngineered Plan - 2017. I . I I . . . I . � I . . . I I I . . � . � I I I � __ . � I � ___ - ----- ____,________.. I ----,------�--�."--�,-��--.---. . . f I I � . . I i . I i I I � I I I . 1. . 1 . . I I . . � I I _,_,__,_______,­ _­ ----.,---"-�--..-------,��'..--"-"-,, . I , . ­ I I I I � I I � . I � I I . I I I ----,-"�---.--�----------------�.----�---,.--- I PROVIDE EXTENSION RISER , I . . . I 4, 1 . I : I . - I ­- � I . I I � F.G. OVER 14.31± I 1 1 -FINISHED GRADE . . i @FOUNDATION= VARIES / . 24" MIN. ACCESS /----. (TYPICAL FOR 3) WITH COVER TO WITHIN 6" . 3) lr� . TANK EL.= . . I � ( I I I I I I I I . I . I I . � . 1--l-,-.--.-------"--..---..-----,.--,-----.-..--�.---, I -------- _,_.__,____.________._�_ __.__,__.______._._____.._ OF F.G. (TYP OF � � ------ -- 1________________________. . J � ----,-- ­­ . .... ­_.,_____. i . � � I i .. i i . �. I . . � . I , ­ � � - I _'. � . . . I I I I it � I . � 9 -MIN. I I � q : f . � I I I f,� - � . I � I � . ­.��' -_%­ � "i 1� � ,_2� ,_ . _� 11. - � ,��,�IAII ; � I I . . 99 I � I I I .. I � ME I I I � � I � I 36"M . I �x I � I . I : i ! . , I ! 11 � I � I � PROPOSED 4" . . I 1 I - - � \ . / . I � -_ -_ . I 1 . . '4" SCH. 40,PVC TO _' t i I I_ .. SCH. 40 P I ittlitillittitilititiiit-ittitti� VC I 2" DROP MIN. I It F // PISTRIBUTION BOX , I �. . � IM SLOPE 9 1% 1 __= 6" 3" 3" DROP MAX. 3" 911 31' 911 1 )l _. `SC76 I t i . ! 11 . -_ I � . . . . . . ------------- I - = � ---------- I I - � - ----,--. m i T N. SLOPE @ I c, :;:::::::::::;::;:::=l= 1, . it, - i , : -1 . I,, . ;11­�_­.� i- . I I.. I I I . \ ce) , It- . - . . . 191. - 11 = . � � 1 19to 0 \�, : I - 1 1 .75' __ . f � 11 I I - * 1 2.50' 1 . : / . I . I I . I . I I - I . I I . . I I . 1. . . I . . I I I I i I . i .1 y . . . . . . I I 1 I . . I . . . � I . I I . I . � . I . . . . I I I'll I I . I . I � I - . � I . I . . I I I . � , ALL INLET &.OUTLET TEES I i . I j I .: . . I I I . I . I � . 60" LIQUID . 11 LEVEL . � - . � SHALL BE PLACED . 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 . I ___�__'____1__ . _. ____ __ - ". ___ , __ __ - __ __ __ . __ , _ - - .. .__ I I .----..----,�._.---"",--,--Y--- ,-- I -------­---­- -----,----,-----*--------------,---,- ________�____________._____ -..-..,--, --,-.�---,---..--..-�l----,-,---..,.--.,..-..-------,-------,,-�-,-,---"---,., . ..... �----.,�---.,---,---.-"---��--...----.-., . ..... . ... __._1 - ---------- --- �--,�.--.--.----------------.----------.,-.---,----�------�-..----�-�-.---��-..,- ___.___­______ I . .1 . - � , - P_-- - -,­ r-- � . I ; I . � i � . e, ,:� ll� , F ,i, :� " , ,,, ;� "' , " - I ,� -� L- , " � I � I . . . I I . 1. I I I � I � � . PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE . . . : - ��, 'A .1 ,� � J.r 1: I z I . . . I .. I . .� I . - i, - � _,�, f, -, . � � . 11 . � i . I .1 -�Vll �, E f - , - 9 "s _ t%, _,,r I -.1511 FINISH GRADE OVER D -BOX = 15.2'± � . I . I . I 3 I . I . 11 i � I I I . 1, I I � FINISH GRADE OVER CHAMBERS = 1 4.9'- 1 5.8' : . .� I I I I I I I I I I I . I I . . . I - . 3/4"' TO 1-1/2" DOUBLE WASHED ; I . I .. I I I I � I I I I � I I . ) .1. � . SLOPE @ 2% MIN. OVER SYSTEM . . . I . � 1. E . I . I I . I I 1, I I REMOVABLE WATER -TIGHT COVER OVER I H-20 CONC. RISER WITH WATERTIGHT I I I . I � I . S I TONE TO CROWN OF PIP. � i . 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION I � � . � � I I I . i I I � I � � . ; � RISER TO WITHIN 6" OF FINISHED. GRADE , , . . . � . . I t . . . I I I . I CAST IRON FRAME AND COVER TO � INSPECTION PORTWITH ACCESS � . METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF HE STATE ENVIRONMENTAL : I I � . . I I . I . 2" OF 1/8" TO 1/2" DOUBLE WASHED 11 - ! � I I i . � � � I � . � . GRADE OVER ALL PIPED CHAMBERS I BOX TO F.G. (SEE NOTE #21) __\ � _____..___ - � I � i . . 1 5" DIA OUTLET(S) . I I � � . I � CODE AND ANY APPLICABLE LOCAL RULES. � . . - I . I � � � � . � . I STONE OR GEOTEXTILE FILTER FABRIC i I I I - I_ ___ ___ ­­­ --�---�-.--.---�--�.,-�,�,--,----.---- , , - .1 .------.-.-,.--.---",----"-.-----.-----,-- I __ 7A , ---I - i � . . - . I I � �___,_ __ ,.., . ..... ... . - , �- ,__ __­__._______ . ____ ... ______11.1________ . . � - . . . � 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND T I i I . . I . - -_ . : -- I I I i � I I . � � � ,f---------- I . 4" SCHEDULE 400VC , I . � I I . . . I . � ; � . . . � . TOP OF SAS = 1 1.90 . . _: . � i DESIGN ENGINEER. I I � � I I I I � i I � I . . . I - I I . . � . � . I ) � . I i . I I I I � . MIN SLOPE 1% I � � . I I � . � . . I I I � i . , . IffL I � i � I I I I � 9" MIN. I I I � . � 3.9'MAX. I I - . I .. . I I .� 1 .3. 47 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL i . . . ; i . . I . � . 1 36" MAX. . I 0. 90' SEE NOTE 22 OUT EL = 1 1.40' 1 ; . I . � I . BREAK I I ! SYSTEM UNLESS OTHERWISE NOTED. . I . . . . ! I I � . I . � . I . . . � I . I I I . � � 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 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN I I I . I : . I . : . � I I . . . . I � I . I . I . I I . I I � . 1 . � I HT To I [ ,R6 S v , - , : . , �2 1 1 \ I , I I C I - . . � I ", \ I � U__ - - SS A i . . ___\ ; I Fil � I ELEVATION = 11.40'FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLE i I . L= 1 51± 1 u I I PROVIDE WATERTIGHT . I I F I 1� '5 -1 � � - I . i I . ) � . I . I C . 0 1 . ) I � 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF �f I - - I JOINTS (TYP.) , i I IR _ JQ 8-6%_ , . � i 4" PVC IN FROM � ,__� . - � i I . I . I I I > I C> i THE LINER IS NOT LESS THAN THE BREAKOUT ELE I I - I A 1i . I � �/ i . � � I i 4" PVC OUT TO I � = = , = 0 = = = == = = = 0 = I i I I I . I I i SEPTIC TANK I - f :< Di�95> '� . 9== hc OOD . I CD -4l I i . . , . . � , � . . � I LEACHING FACILI I . I I I I 1:�'D 1. 11 . . I I . I . � I i <:� pc�, 00 0 C> I I � I . I I � i = - I = = = = = . . . I � t - � I � I 12F A , T ill = = = = = = = I = = I � r, THl.R.RY.qTF is NQT DESIGNED FOR A GARBAGE DISPOSAL. . I . . %j __j - . I I i . � _,i A - 11 I � . - _%i . I I . ; I 2:00'- . . - _714lKt�+L-T­UNlJlz-K=tk 4,U-VMK � . . �_ I 1 .30 1 1 � I I . � I I I � : . . If I - ! 1. � i . i I . i I . ; i . �. 11 I . GAS BAFFLE � 11 .. GAS B FFLE I i I I I i 11.47 _/ . . ... I N. ,:] . . . 21 � . I � 00 (D(-' = = = = = �"D'D I I I = = = = = = = 1= . = , j 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK i � � . . � . I I I - � I � � i � :) <Dc�t . : I i I . . . . I . I I I . � I . . . : � . . . i ; . - . . I i I � . 00 . ! . � I FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS . � . 7 1 2/3-1 . 1/3 � I I . I � I t I I I I � . � . i I : . . I � � I � I � . (1 . I � . (1,000 GALS.) , � . ! . . i = = = = =� INING APPROVAL FROM BOARD OF HEALTH 11.6- (2 BEDS). - . � . I I �� 6" CRUSHED STONE = = = = = , = = = = C) . . NOT TO BE BACK FILLED WITHOUT FIRST OBTA I 1 ,500 GALS.) � I I . i , . 001 I "I I I I � . I . I . . I I I . � I I . i I . I � <D,C�J � I I � ; � I I L_ I . OVER MECHANICALLY i . I . I I I I - 11.4'(3 BEDS) - . " CRUSHED STONE I I I ! I . . � I � I . . I I I I I � - AND DESIGN ENGINEER. . I I I . � I � i I I . � - 1 6 z I . . COMPACTED BASE t 2.5-1 � I / � I I . . .. � I i I I . 11 . i - . - . . 1 2.0' . - , � I � . . � I I fg%igM OVER MECHANICALLY I I . i - 8.5, (TYP) I I I - l� 2.0% , ' 8. ELEVATIONS ARE BASED ON NAVD 88 DATUM. ELEVATION OF 13.84'ESTABLISHED ON I i I I I tkbtrm . zn& I I .i . I I . I .6 , - - I I . . 1 4.83' 1 . I I I . . . . I . . i . . . . I I I .1 COMPACTED BASE , 1. . 5 OUTLET DISTRIBUTION BOX 1. i . I I I �_ - - I .1 I I � � I . � i � I I . � I I . 11 �11 I - I I . 1�', . I I � . . � I . I � . I i 56.0' . I I (TYP.) � � A NAIL SET IN A UTILITY POLE AS SHOWN ON PLAN. I . . . . I I . I I . I � � I I � . I I � i TO BE INSTALLED ON A LEVEL STABLE . i � I � I � I I . I . � . I I I I I - . I . . I . I I � . I . *2.90' - I I . . I I � . I . 1.1 I � . . . PROPOSED 2,500 GALLON TWO COMPARTMENT H-10 SEPTIC TANK . I I I BASE. FIRST TWO FEET OF OUTLET I ; I I . � .1 I . I GROUND WATER. ELEV.= . . / - - . �, 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION I I I I � . I i I I . I I - . 8.83' 1 . i I I I � . . . . I i PIPES TO BE LAID LEVEL. . . I I 1 8.90 : I � . 1. I , I THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT I . I I . � I I . I I I � I i I - ** . i I � i . . . . A V� _ r- i I I I . . . I I , 6 i P, di ""I" Ez R 1_;: . t. t . � I . . ' ' ` ­ 3 E R 1- t�,, D . . . � I I LENGTH 12'-O" WIDTH 6-61 DEPTH 7'41 1 1 1 " 1.2'± (m.h.W.) 5' MIN. _j . CHP i VIEW . 1 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES I � . I I a , i I I ___ I 1. . � I . � IONS PER I I I . I I � 6 - 501 GAILLO[�,4111--,-20 CH "" BE -, ��3 I I I � � I � j . I . � I I I I I . . . i . I . . .11 �� I I I . I . f � I . I I I ! I . . , . I I I . CROSS SECTION VIEW � 2 J t� � F! LK.- I TO THE DESIGN ENGINEER. � � I I 11 �11� " 4�i U 'ivi-, i -1, ttm_ � ,wll, � 1� V-1, lr�­, I . I i � . I � � I.- r-­�, -�­ � "'N -'a- ,� 71 -VI IC,A' (-��­�AhM-4f--, �,,_' ­` ' -I -- I . jr, �, t� ;, ", . ACME PRECAST CO. I I 11 iti � I 1 k.­�� � %­ �, �, 1! � I . �� - i�, ­_ , � I.- 5 �, I ,�_ I " I— ! , -- ­�t �_ 0 1 � . ,,, , , y � I -�, , I i ,,, .1 1. 4-i"", - I 1. I � i ,,_ , . � I � � 1 4_ iL . �- 11 7 i . I 1. " L� --,__, i � ,�,_, t `t N ,�­, - I—, � I- . h � 1, �� � ­­­- ��` "' � ' I 10- ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE , � � , � � ,, r,*,,,, .": r,, -­­ , , �. `-, ` ; � ' " *SEE NOTE 4 � ; j , . I -­-­--��,, ,,,.­,._�'e_,� I 11.1.1 ­­­­ - ', ,,, I � b 11 �, 1�11 l, t� ',�,, I; k . I , �� �_� - � � .... . � � ' t 4F.-% �_N 11'., ,I -I- [", , F I , �", � ,l�', �'. 11 , ., -, 1, , � ; I I �_ 14) __ �. Ej � " D " 91_`�, - _--,,, , , � �, f �_ [:,:., �,_�­� � i�. . I , ,;- �`­� , ," i ,i'­-� t , � i 1, . �� ,", - UTH MA Q , 1 *CONTRACTOR TO REPLUMB S t I " �, - ,� -1 FALMO :1,11 �� � ��i . I.C; C 1: � �4 . - I � - " , . , t I 1. j � I I k I ­_,�_,, f-, z �_,� I", �tt��,� L_i, 1�, -, . � � . . . � . . � i . . . I . i I � I . � 508-548-96& . i . I I . **SEE NOTE 5 It . I I WATERTIGHT. i , � EXISTING SEWER PIPES AS SHOWN NOT TO SCALE I I t It . I . . I NOT TO SCALE I I . � . I I . � . I I . � I NOT TO SCALE I . , , _,__._______ ------- ----"-.--.�--.---�,---,-,,--,-,--- _,_­___­_­_­ __,_,___,_,_____­______ _­­ - -- --- � I I i � . 7 1 - ­ --- S- � ::�,ii, ' ! ! I I � I : � ! , ,.� '� � � ,�.­ I _ff -:1, I I I I - _1_ Z�_�*.�:.___. -_ -;- , -_ . 1� .--:, " , �t�­f, . I . I �:_7 1; � . , i I � , ')�, i I - - I - --::- I k, - �' ,:,� 1 .6. � 'a I . I 4 . . � - I ­�! , - 2 � _� L_ h 1 .4 1 1_-,� . . . I � V 1-1 � I ,i ,� � i i � I I � I .1 . I I - ,I/ 4� ; ., �� , - - CIO/ REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM I I � � . I � . I . ! S, � I . � i�,, � � � ; I I . . . � ", I . - . .. . � IV, 111, , I I . � 1, . . . I � I I I I I f � i - . x , . I . I . , , . I I . . I z I ___�? - 11 '. - 'i F _7 - : i �, , ., . ', _ E WITH DEEDED OR ZONING f � I . . J-1, , t � I . . I ... I I i � j III r::�7�7 , �,� 11. NO DETERMINATION HAS BEEN �,.-.�-.1---,�-.-..,.��--.---------,.,---------.---,---, . � � I ... 1. �.-.....,--.-�,-.�-----.-.-��.--,-,--,.,�-----",I.--.--,.---.------I ------- -___-_._1._-_1_______.1 -------- --- �--,-.��---.,-"...-�---�--l-,---.-------I -- ----- -�,.---�.-,��.-.----.---.,-,-----�l-.,---...--.---�,.�l.-I--".,----.--�-.---.--�--l�---,----.,----,.- . ....... ____ ..... . .. . ........... ____________.______, I" ------- --7-1 � -,-,-�...--",-,--","--�-��-----..,-----.,,.-.,---,--�,.�� - ----- �---,-...--,-.�--...--..-----,--.----,.-----,--,-,---.�---------,- , � I � [ " I , � I � . I I , , , I � � �V �� - I . � I I I I I . I . . I I � x, I � I I I ,� 1_ , �, ,�, _,� X'� � I I I I I � I � , I I I . . . I I I � 11 � 1 PERC NO. . . � � ; I I . � I I I I 'ii � . � . � . . i 7, .j -f k t . , �)� - !_ - � APPROPRIATE AUTHORITY. . I I i � I . I I I � , 1�_/, 11 �ill I ,� / . - . - . I , I I I 11 r",_ � i i � . � � I I . �­ - � . ..4.� _ � �, 11 I � . 1 . I I � I � I ! - .A 14 . . � � I - (7 i � � . i I , I I . . . I � . -A' ,�­ � I .1 ­_ - I '04 �� , , =:;4 5� , - _� Amy Von.hone, RS , . I , . I � I I . . I . I . . I I I i ­ - I ", - . i i INSPECTOR: -10 LOADING UNLESS LOCATED . ! I . . i.� "o, , I _ 12 ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H I I , � � . I 1 ill % it - � . I � I I 1 . I I ill % it I I I . I I I � � I , � I I j I � I I IEM. � � I I ,,, ZONE 2, "-S"� " t . i I i -'i SN's I . "I ....... � ii � ;/ I . -, � � . . I . I 11 I . I I . I // I I , ":�,�,, ___­� , "I I 1 1 EVALUATOR: Michael Pimentel, EIT, C I t Peri -Pit valid for REPAIR oi�, S1 � ances . � . � � 6 itill/ , , I - ,E � . ., . , I . UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR I, I � I- I .. , . to St te anti Local septic vari, - . � I I I I I � I I I � , " I I I -111 - l, " � I -v ,,, ,/ ­j!!",g, - � - `%; -.1 ; . i I . "e, .1 I . I I // - _ �,r . � ONLY, d' .. , I., . I ".,::� I 11�`­­'��,il�ll it i � 0 i . -20 LOADING. I . i I . � . . . � . . 1' . � I � � i I * TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H �� ' ealth revievii and apploval is requited tor . . � �t, 1 #151 1 1 1 1 ... �, 5 1 ,V - . � I I . I I . ,Boalrd,of If . . . I I I I "I . . I I I I . .. I I I to I v I .1� "I i I I I 'k 1, -- i i C.S.E. APPROVAL DATE. Oct. 1999 1 1 I . . . I I . i I .i r-1 i , : k I - I . I I . I � i K ,% � I 4 . , / �, I '41 I . I � 4n�:, 1, t , - - / plo,ations/alterations to . I . . � . ,� . EXISTING . . . ,,, 11. � I - If I - 1 13. DOUBLE WASHED CRUSHED STONE.SHALL BE FREE OF ALL DIRT, DUST AND FINES. y tire additions r. . I I I I . I � . I . . I I \ 1-1i - _;.7�_____ ___�, I - - ____ . . i . I I I ; I I I I . I I I . -1 I . I . I I I � . I __ - I - t August 16,2017 1 � � . I . . I � N G . I I 4 , -- ­� - "" , 'i DATE: I I I . . - ­,� I I I � I I li� . I . . I � I I � . . . � � ! j.: ,*,�, �""__,� ., " i . - ! � . % . ( . I ; I . 11 I . � : i , , 1_: . . 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE I I . , - -:w ge fac'i I lities anti/or s � truct" res/d Nvelli Fig. � . � I I . I � I . ., I DWELLI . -0 _ 11 _ 'j -- 'I � � I � se a � I I I I . I I I 1. I . . 1. I � 11, i I d -1 I- � �� . I , . I � , : . I I . . I � � "", � - / � , I I . . I I . i � , � I I I � . � I . i 11, - 7 41' .e i TEST PIT#: i . . . � h .�, , . � " � I � _;k S.., �-,Y::-��l (6�-�!,j � . , � �..�, .. . I . I . I " , _. I . I I I , atIM0 th If fill Department . I � I � ,,, � "I I I i , :, I �,,�, Ca , �C ,, . " Ill, 1� I * . V r u cat � 4 1 � I I I I I I I-,"' x< K [ MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. . � , . ' _, , - , - i I � . . . I � I I . � 1, � , . . . r I It C ; � I I . I i . . ll I . I I . I 1-1 � I I I 1 i I � 1� 0 � I I , I = I I . I I ,-, x , , , I . � I � � % *,,I Ho I .5ill I "�,`� - - i_- - - - J �'7 zi,�� ", � REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ! APPROVED�/- , P - _� . - Al . I � � i N_ ,, t 't=,v:-,,-. -, - --- " I ELEV TOP 6.50' -_ I ? ill , 5 . , - � � I � I ,: ji�4_e 111__� � I � . . . I � I I . I . I - I i a ni .. .i% � j 7ff � ,��i _`1 . f I .1 � FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). . I - I . I I k �1. -, � ,_ . --'-' - , "i�t." V. i I I � , , 0 ,� J I I I � . I . I . --_, PROPOSED 2,500 GALLON . i , ,I ____ I " ",,- ,--. , �. ELEV WATER = �,*2.90' 1 1 1 1 1 � I I . . I . I I I _,���� � . . " __ I , It , , -, - ___ "� - . .� it . � .)_.�� 7 . . ,� , IAL - - ., . I 1 I - i I . � .! I " �jj:,� _�,f'< "',<1 f, ) ; I . I I I . . I . 1,� �"]6. ,, .f -,)��`, I _. i I I I . z? %-n _� � I . I . � � . I I � � " q, � �--- _ `,-� -� ! 1 15. . CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF A . I ,_TWO-COMPARTMENT � I � I r � I "�-":::,­ , - . ; . I . I . . : I I ­ I I I , , ,� � C , -,ill, �,_ ,.� NY DISCREPANCIES FOUND IN I I , i I ill N, It, � I . . I I .. . . , � . � I',,, � I 1.11., N_ ­­ ; . I � I I ,#?--)Y -,/ - . . I ,,,,,, - f 1, .­,>� t,�: , � � I . PERC RATE = rl� I � � . I l�,�f 7 � . 81 1��, �, ,,] - �� -�, . , I � �, q ,, --,.i, " >,,jL�,�` i . I I I VA, - t I . I , -1 , ­� , . I - .:,� : �-K-10 SEPTIC TANK 11 I . � ,. - , I , i'l, - // I 1_1_ �__ . I � r 11 z . . I i I - , . � . I 'il . I I � I . � I � I . I - / - ­�­Glvd"'Ik let,r)(,;oLl I, I I SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. I I , . Dat� . . 11� . . . ! . I I , " -", � , I . � I i � " _4y_� 1 . . � I- 'i � . I I I I � I I ; - � I 1, i A , - 11 J'� 1'�'. � , b , _� Ill i . . I I I � � i � . " __1 . � . � . . � � � - ;" -_ - i i . I 1. �� , , - � I r ,.. I I . I I . , t '. C .� I I � I 1 �� . ki . . I I I . . I I .. f . 1. . I . . � . ,1� I., as r I 11 - , ii� , 10 - i . 1 16. . I .1 _; � � r . I . It - 1- - - . 11% - ". � g7 ��, , ; I I 1. I . � � . � . i , 11 � �� Ill / '117, *11 _­ : I � .. ,-, . - " 1-i i!�: 1 1 1 1 � I .. A 441H " -_ I , . - I . MAP 28 , . I PROPOSED PROJECT IS LOCATED WITHIN: I . I : I I—— 1- . I � I ,�­_ . I . "I-, I I . 1, ii 1 4 S � I . : � . -, , I t J, � . I �t ill DEPTH OF PERC = _,� _�_ I �, . [ /,-PROPOSED INSPECTION I -1 LO I � �1 I ,*.-..� I . . , . . � � � , ". I'llilill - , 1-1 . . I I , � . It- � z �_ - � . -1 - I -, I I * . 1 I I I , -ii . I �� . � I ; ,��.� I , . " . I � � � , . ;i I I I . , � . �t­ . . I � . 11 t � j � - , ASSESSOR'S MAP 28 PARCEL. 28. . I i � - , � I � I `11 Y, -, -­ , - ! I I I � � . I . � � I PORT WITH ACCESS BOX I PARCEL29 . I . I T_ I 1, � 11 � I - . � i . I "i, I I % I �" I _ . . I . <_ . I I . I ? _1� 1; I ts�l I � ,=f , , I I : I � I PROP. 900 LONG . . . I - I I . . I . - ) � I , " F'. I LOCU �%.N ,,, I 1 TEXTURAL CLASS: I I I i I . I . I 101 ,1 I - �*� I I I � 1, �,- _11 4i -, I I . - - I . I , � : � t I . I I % I . � . . . � d . . ; ,___ - : ___� ­_ � I � . I . I . . I " -� �, . 'I, ? .1 .. � . I I I � I . 11, . - �,%-� . / `;'j) I *SEE NOTE 4 1 1 OWNER OF RECORD: PAULO D. & REBECCA A. SANTOS . � 1111111 I . � I a. I !V � ­ ­�,'­� " I I I I : - I � I I _�,_, I I 0 j 7 - - i , ,,, -N I ! . SWEEPING BEND I T � -1" 47, (,l . � � ,� PROPOSED 4" PVC VENT . � *, . � ! ill! I .P) . I Iz - I ­­ - I , 155 BAYVI EW STREET I � I . i . . . I I . 11 ill, 4 . . i . . -p- -� � t -1 1. : � I I r-: .. �'� , 11 "'.1 ; ,��,- ��"­­ -.,� , f I I . I I ; I I ! I I I " ,�, 11 wl �* I I / "N\ V, �, '>' i I I I � '. I I I i :�_ ,- .-,L i I' 11 I I I � 11 I . . . I I . I , I I . . I I . I - � I . I . I I -1 I 1 , " C14 � . � ­� , � , , '_� "i 7� , I I I . I . . 107' ,,,�� --��- -,- 1 " � I I L% I i) . . If I - N. 442LO) . (EXACT LOCATION PER OWNER) f % I f , N __J - , ADDRESS: �* , ',� ": - ; ): � � ,' ­_! . r�'; �',' �,- %ij�,.­t,� ", i_ , :,:,:-%,! . 13x5' W 0 .1 I I 1. . i - � ,� .� - ,C-,>.!1 ,,*', ,,, � \ � /,'�,�, , Oil I 1. � . ! ; , �; i, -1 ,� t', '\ - / , - . - �1� � �. � . I 0 -04hW . . � . Cd , I � �, . , I 1 .4'. . . f", - V % 'I 1 i 13.50 1 . ! � I " '11;��,('� I --, - -9 , . .1 - . � , : - I I ­�'_'. �.__­.. ff . � . I C; 1, K, I I I � '. e- I � .1 ! i I - I _ _ .1, I I _7 I .f" I 'k I WEST YARMOUTH, MA � I 1, - I I � I I I I ­ -N I 1�1'1;.. i � . 1. . . I . I . .1 I J / EX. WALL TO BE PROTECTED _��, � I _/�, . . -I-!,:,. �:�r jr_�,;,:,_s - 1". ., �, � �­ �, �,_T,­­;: �d, ,z ,- ; - ,.. I � ­­­ �_ I I I /,- , , /I -1 I 1- -1 I I I �� �.. I I �� '..'': . ,__F'-",,___. . I , I Q� . lo t. , - __ -_ .!� N ! "I . . I I . . . . I- . . , I � � .1 � I F . i .;:��_�� y I . . ., � : " . I I . I 11 . � ! I . I "', . I I ­.. I � . � ; ��' j, , - - ��:, I � I I � I � i I I � I 1. , I � 1, ­_ , , ; �. ,:., 11,11, 11� 4 1, t 11- I - . � �, \ - - 11 I I . . I I I , �_ � . ''I 1, �,'_',� 1 f . I ,-� . I , . " I - I _ . I , '1� I � 0 'IQ - ­�%_­, _,1 . ZONE X & X (<500) . . ;., ,,� ',.,: ­ 4 ,. �,;, �� � � i r ` - -4 ''I " ;l� - . . . I �, \ I �... % , � . I . . I - 1. �t;­.,-�:� 1� ­_ �., 1.�, - -1;1 T,:,4 , o ,. . 3 (6 '0'�, / DURING CONSTRUCTION ; ; il� , i i , 07 .�w " . FEMA FLOOD I i " - I I i . . -11-1 "I - I "I -� I k X�,.��--,:::�--- , ,.li I � I . I i . I I I I _1. . - ­ _� I .11 - 11 - - . I . I I ( . I . I ___ __ - 1, 1� ! " I . I - I 1 16 1 1 - . 1-1 " :'_�,,, - I . � .,. ::::�, I- -i ,.,,, ! � ; � I . If . , . . I ,_.� � . t I __,� 0 JbIll I . � COMMUNITYPANEL# 25001CO569J � . ! .. I 1. k; -;\, � � , ,_ 7i, 1.� /'� � . . . ­� .. - I -i I 11 - N "-I' I I . I - � 1, � " . , I'll r, -- � I ! � � . I I \ � : � I � I PROPOSED (6) 500 GALLON , . I . y\5!" 1 �' 4` f % , I I � � I I . � , , . " � I . I 1, I - 1 � ,P-.',*, � ; \ - , ';- --".P,-- 7 7",ill I i � � I i 11 I - : ., .. � � j - � I ,_ , _.� 1, ,-! 7'. -_ _*� � , I-;- i i I I � . I 1�_, ( I '� - I / , I : ., : , �, , \,> I .�,,�_ i I I . . � IV 1 - . -20 LEACHING CHAMBERS , - f . - � I I . . . I - - I � � '. -1, __._ �: " / e 11. 4 ; . I .� i I I I ,:i ,,, . I I... ­. I H L � - -�.:.'- , , , I � . .11 (1 I I :. " , - 1 17 I ,� .., I ,:. 11 ..�. . - ,4 ll�. ,.A i I i 1 17. DEED REFERENCE: BOOK 30739, PAGE 25 1 i . I ,,� � " ­ t , N "'7111 - � - -- I � � __\ ,� I . . Lli� � WITH AGGREGATE . � I . I 'A', I ... 11, , I -Z � I ; . . I I I I � I I . �', __ / . ; z .. .."', -,4 lit , 144 1 1 . . i . ­­ , 7 ,.,. ..;1- . I . I PROP. CLEAN- - � . � . I I ,I'll / I �. i k _,.*--._.1`__--- .__"� -4 --`­�--;-;,-_- - I I OUT- __.�L­,__ , . �. .1 . � 7�, � �� ,-- I I . , . . . ,,, .. - 1, . I- � . ; �. _­ I— - , , 1. 1. i I . � I � Z_�� ","... - I—— ­ ­- � __�, 6 I � I .1 . I � I . _ - , - ­ I - - '.- .., ; I 1 18. PLANREFERENCE: PLAN BOOK27, PG. 115 1 � � , - - i I � - . -;, -, * , � \ I..Wk . " I .. I � I I ,. I . � . . / - : - �Z�6_q, - / 1 , I I . I i � � 11 , " 0 :"�­ i I , r'. I Fa i . I I . - , 1 .�',,�'. 0 P2 .. _ - . _-, Pf ,,.�� , - - , i � � I .., - Ill , ! I . i I I ­­ �_ -, � � --- 1, i (3 . / I I I .... I ,\, " I I '. 14 i . � �­ - I - \ , 11 ----'- - -11 z _11'41� 11 I - �e I ,� I . I � . . 11 ­ , _11-11 . 11:1.1- �. " I Il- . I . -- A_ � � � . ,, I—- : __ I I . I � I I I ­ , . . t 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. I . I I I . � %C, I I , - $a I - I - AV � , � _& I IF .- \4;1� � , . I . i I Fill :1 . i I . �,-;t- -:-i-.� -i �, f ";, * . . _­.. .M . , . . . . , 1,,o� \ - - � ... ��. N � , - � - A � - t: �­ -1 � , I ! ­., - - . ........ ­­ � � 2) , �: -1- - -1 14� 1 . � 1. a - I �,'�"­;­,­­ � z�.-", � � � -. , I �­­ . . (j j � I` VV ? I I I I.- I I I , i � I � . , � - 4 /,;�7 1 . � I .1 -, ...'. I 11 . I I - i . ".. I . � . i _�_' "! 1-1--11 f..,. .i I .11 __­. 5x5' k f - . 1, �, , �ll , ",. I �', I . . I I � � � I I I C-1 \ 11. . j /.:�,,!:� . . . i . , I f ,, I � ,� . I 11 I I I . I ! 1 20. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT I I - � I � L . I IOLA -REE - - I ,. 1. I .. I . . \ � "I , ; . I .1 It � I-, ,^ if - . I � I I i I //,-, \ , i I . � � t . � . - �� . '_ !\ 1� � 1:0 . , - I 4 I - _,,� � I I I i . . ; I � � I . I t \ 'O I � I . �; -.414 � I " ' ' I i ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. , I -11 � ; ­_ �, . I . I i .. I . - . I - 7 ____-1,,i,,� ; � , 4' - 5) � ' �' ' � � � I - '. 1; ...., : � ., Iq � - .1 Ill , / �d \' - .. \ :1 .. ; - . � . I / , , , �, 11 ; i I 11 I / .t, "I 0 1 � ­ .... ....'. - � - ., ,� I ", I I '. ,: . i I ------------ 3 lk 11 ... � ,.',! , ,.� I �. � I . . . . - I ­ :;� , , I I i - i I I : � � I il - i � I .1 , ;.1 � . , i � . I . ''..." --_ I 1� . � I U I . . . , 11 - , I, / . � I , ,. �4 "..�-;,.I... . ' I ,�r", I I .� � i I � I V , - - I- 11 I __ ___ I . � � � .�.. - 1. . . I I '�.� I .". - r 1�1� pl, % . % -,,1 i. I � I I I - I . . I i 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A , j I � ,�­., , - � I " � . i I I � 11 . . I 11 . . . - . - , I - . I " ", I 11z .1 I � I E I I - �i . f - ( i , v�, I '. I : � I . i ! I , _,� _� - - 41 -1 '­­;��` - � .: " . 1i 1� i, -.,. ".%:: I " I I I i � . .;d . " '::>� I _1� 1, , I -11, ....'...', .'­.,�-.,,:- .1 -_---i I , A . '11, , . , Ii C , , ­ I I I - /__REPLUMB T ) __ - , % 1-1 ' . I .1 V_: __ - 1 7 - till' : . � ; " I . .1. . .. :.,: 7.�­... 1 � �. -� " i - ; � , I . I I I � I _ ­_ / � .- :. I .- ­* � ,� 1_1�11' 8 It 6 ff � - . -, , I � � , . � I - I I I I ; . I � I � I DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF, FINISH GRADE. A' ,, I , O/ 7,? 1 - � ­' �' I . � � � , i I . . I . - - -1-59 � I 11 r- - C-2 - I � .. 1. . - . - I I I I 11- _ ..-,-.-- I � , I , .� I I I . I . � I I C'v " -V 11 PR. EL.=12.50' _�, - _� . _1/ , -_ I . 1 1.7- 1 1 I., - , , �, �:,i :\ � , , , , I . I q0 _/'_�7 /1 . � . I . I ,�__, . .. - . .1- . . 1, I I I I I I -1 - ..;...I.... _ 1. - . I I 11 . - _, . p , I ` " I ; �, ­ t I i '('V - .1 .�­� - . . I . . I I , . I ,�, � ( . . : . I . ­­:. - .1 . . r., . 1. 'I,,- 1. , - ? � � ..�`__� " ,�. " ( I I � - L i ; . I I I . I I I - I . . . I � I ,,, I . � "w �� � , 1 1 . I __11 I . I . - '. " I . �' ... 1, I - I I 1� - � � . � I I � I . I � I , , - . . \ I :.,.:, � i � . I i , ­/) � ; .1 , ,/� � : � '.., . . I OVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. I , t1l, � I / :: . � I . -, � - ,I Ill, . � � , I : \ i : � �1, . - 11 I I. , 1 , /____ EX. INV.=l � 1,6'± . . . -',-- - 14 �. _.- -It/ - Il I . I �_ �: I �.�,:., � � I �i . . I 1) i 4 r . I ,� i , I � I . i REM I 1�� : � 1 124 - I I . . �. _� k� . I I 1�% I 1�14, � 1-. I 11 %j - , - 1. I.` ... I. - . . �, i . I ��// It I � � I I � . . 1. I ! 22. IN ACCORDANCE WITH 31 0 CMR 16.401 - 15.405, THE FOLLOWING LOCAL UPGRADE I � I /__ I � L",!,t- j , I �, I p . .:,� � I ,� . . . - , i, eterans . lt� I I I i � I . i . . � I - �/4� \ 11 I . �,�,.� . Z � I � 1 " .� ' . ; " C_� " ; � I . .T . I ­_, � � I v;_ I , .1 � - I � - , - . , . ... 11-1-1 ­ , .... .1 ---- -- �____­. I I � - - 1, ,.i . I . . I . I I I MAP 28 1 , ,_ 55 � SLEEVE SEPTIC . �� � -, 1 .1 ,�,, I � - -1 I I i [no . . .--.--. 1 120" . I � ! I . # I I I It i 1',' ! 11 I .- 1-Vvi- -, I I . . � 0: 3.50' 1 APPROVALS ARE REQUESTED FROM 310 CMR 16.221(7) & 15.211: 1 1 - - A - -1. ", , - .I -,,,, ----�' I .1 ­� /� , . i . . � ;1 11 I ,� I , i - ,_ / �� -20 1 1 1 I I � (4 � �0 � . . . � I I I I I . ! a ROP. H 11_1_;� (4 . . . )" . (1.) A 0.9'.WAIVER (3.0'- 3.9') FOR THE MAXIMUM COVER OVER THE SAS. i . I � � I - . I , . , � I � 1� * I I i I I 1 . I 1. - � � ! . I � . I I 11. � -- ­­-;', D -BOX .1 � . .1 . : I . . � I . �. I � i I WAIVER (10.0- - 4.0') FOR THE SETBACK FROM SAS TO SIDE PROPERTY LINE. I NE I � 1.:�� "'� - 11 I I PIPE WITHIN 10'OF , _. I . ­ .� I , I I PARCEL25 . / /__, , EXISTING I EX I � ,� I , , - I � I 1�­_1____111__. _�, I i 1 (2.) A 6.0 i . . . WATERLINE . I � . I I 2-BEDROON1 I I 11 I I 11.1 ; � t_,: � I I I . � Coarse Sa.nd i I : . I . I I . "l -I 11�._" ­, I . I / 11 . . I : . . I . Ill � C : . 2.5Y 6/4 1 . I) FOR THE SETBACK FROM SAS TO FRONT PROPERTY LINE. I . . - � I Nl . � - __1 <. EPLUMB IT . . I � I , � � �. " I " IT , � I , 4 1 . I � I i � . (3.) A 4.9'WAIVER (1 Off� 5.1 � � , . � I . . � I i I , I I � �i I . . I . . I I . � / DWELLING - EL.=12.50'i . � LOCUS PLAN I j I WAIVER (10.0- - 6.6') FOR THE SETBACK FROM THE SAS TO CRAWL FOUNDATION : � � ­` `� � I � IL, __ r - I ­ _It,`,� ",-" I I ------ �, I I I I I i � I . I . - 1. . I ej 1 (4.) A 4.4 � � I . i � ': 11 i �1' I I . L - I .1 . 1, �, - : I - i I , . . I . i I I . � . . � I . I �, � . . . I . � I � I IN I BFE = 11.7'± 1 1 "I-- 11 �,� : , . . , _,, ­ , . I i I I � SCALE: 1" = 1000' � I � ��, . I I . I � i I I , . I � � . . � ) �__ i � '1� � ,,_�,_,;, � . '/ .� I . . � . I i 132" 1 - 2.50' 1 � - I I I . . � : I � I - 7 1 1 � I . . . . /__­ TO- = 1 8�3'+ I � "41 - - 7 I j - I � \__1 ­_­ : � � �__ � , __ , / I � - - : � . I / /_1 �� - �___,_ 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 I I f, I � I I . . I � � . � I I I � . . � ; I I I : 11 __ I'., . I I I . . � . i . I . I . I I I . . I . / L W I __ � t_ I ."13- I 1 12" OAK I . .. I No Mottling, Standing or Weeping Observed I . I _______________ : , . . � . I ­�,_ - � � I � I I .t I . . I it '_� t . 11 ,��, , . . / ; � I V1 �1, I . _,�� 1-11 . . f , I ,�__, I/ � . � ; . . _-, -_ I C-3 . -, I - i _­_­____­_­. -_ --.----,------.-��,-�---"--,-�---,.",---. ___-_______i � . . I I � , ---. I 1-�----------.,-,--------.�--..-.-�--l-�---------.--�,�,------.-----,--,--------,�--------.� .... . .. ------- - ._ ---.-- __ - ___­_­_­:__. -----,--------------,,-,--,--"-,-,--------', . I " I i 11 I -1, 1.1, , . , . . i I . _11", . I I � . . � . . I . , I , , � , �,i­­-. -��­­ :'� , . � I � I I I I - I I . I , � , I i- " I . I . I 11, . 'zl'��, V E ,I-. I , . I � . I I i d " . ­� r.. 1 - j I i I I I � I . I I __ / I 1 -7 () '.�.,_, � I . , "'! " ; , I - ---If EX!STING I I % I--- ,�3) 1 . SF )111.11 � 'Ll � 1. I . -IET I - -;i3 . . � it, .1 i � I I 1-l"t,"".", "Ji 11 I I I � . I . I . - I . �_ % -1 .i,. l: � r_ - � . ;�nl � "I -, I . � .1 I � t . -_j I . , ,­ - � . '1�1'li�_ . j I I .1 '_ � IV %A i_� . . I I . . � . . j , 11 ! - "I G'��,,! 'IE -D', --l�` 14' � : . . I I . .. It ­ I -`�_21 - ,r- �,�, __". . . i . ­­-] ­ �_`­EST P .1 . , I I ! I . . , . . -_ -1 � 'T`- R . IT' t 1 '__7 � I I _-.1 � 1--j,NA, I . ' - - / I,> '1� ----, . /�- � � � � - zz I.?."' 4. I tl 55 1 1 -- . . , I . . , I J 0,,� . � 1 - / _ , I _ - . �a,5 I � I . I I I ,_ - � . .1 /� ­ I ki I _­�'/,,. lk,,�'� I . i / I . - '�­­/ PIT 1 .I- 1''' �', � � �, I 3-13EDROOM , /I �:, � DD it i'1'11 I . . I , I . . I I - 1 . 1�5 bul , I . PERC NO. 'i . I I I . ( k I . I 'I I I I. � ­_ � / / __ 1�_ - �_t�A,�)."�kl, 11 DW E L L 11IN G I / T - / I .� '17,011� � . . I I I 11 I . . . I I . I � I . j I to; I I . � i I I . I . . � - I I . . I I . I I 11_,�._ 04 Ag - 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 INSP . I I I . � . I : q . . I �I I I I �, I , , I _E = 18.4'± � . . "----,. I z � . ECTOR: I i � i I ., . ,� I I - 1: � " / it- Amy Vonhone, RS I . I . I . . I � � 11 I � I I I -Q_�x__ �.� 4_ _V,'�. F[" . / I I , I . � � . . . � I I I I , -_ " . I I . . -_ . _� I I I - - I � '�_ � I - - 50 - - I . . / ­­', I L '' . I I � . . . ��, I I . -11 Di . I �, 4 -01, � I I I � . EXISTING CONTOUR . I. � � -, / ; .,- ! . -F-L.Oi--'[';Z,',',11.'�-li�'--D�,Vll,-'�!��";G7 �L: I . i IT, CSE i - . w MAP 28 , I / , / .1, N ! I ! EVALUATOR: Michael Pimentel, . � / � �_. � ; I : . � i � � . � I . � � � I . - '� .� " ­`�___ I . \ / I I � I NUMBER OF TOTAL BEDROOMS . I ; i - / \ � � 5 i ! i � I i . I lit , 1% / I "I 1:�,_ . �_- I 1 1 �If 1< '.1 i I i I . ll,_ I", - i -��i _. � . I - � � --,'�-,i0[v1 1-1, OI -CE: X B,'SED ONJ � . - � I I . - , � i � 500' 1 - � iA - t � . I - i . 50 1 PROPOSED CONTOUR � i . I . " I � �_ - . I I � I I A k I I - � . Oct. 1999 1 - ,�, I 11. - \ I I - . I . I I i ROVAL DATE: - ; I � I . . I I I . � I I I I. . I I . -1 C T 'itioull"40 il- DESIGN FLOW 110 I � I August 16, 2017 I I I . I . . ,-----,, � , -, , "C' ., - A1,1 I UAL 0 N'. T i iE-G i IELD P � I , - N _�' � , ", 4',�,,,�.-, - - � I \ � ! I ; '- 1� . . 11 PARCEL28 � I � , �� ," /-,,. - ! . - li�, I C.S.E. APP I/ . �, ­,_,�_ 11 "�_ �/ ! � � . /r / I � 1 I , - � I I . i 7 . � "I . / I . t I 1. . 9,148 S.F.± I � I ­- ­� . j-1 1 1 1 � I . I I . _', "i tl� i I �, I i I I i DATE: . I . I I -, , t_i !, N WD & I , __� 1: � . � � . . � IINSTRUN�E-,,ll SUi`?ZVEY (I 1,� I ; . I � I 1; j I I __ . ; � I ,,-_ ", '­,,�'. '�'(_'*i4 ­-_ .. . . I ,Q_ ; I I , :.- �_ EXISTING OVERHEAD UTILITIES ! . . � I t I ','�_ __ __ I � . -, I I � I , i '. 11, , , xl� / , . . . I / . - - � ,;-'I- I �� - . " 0 , �' I ­_ . /, I . ; . i I I I I �___ 1-J ,­ I t � I t 1�__ I a 11 , It I C 6�56 9 j) DESIGN FLOW. 550 GAUDAY ; � I . I t I . I / f�� - ' � I � �, I - , B A 1z E D 0 r' 1 - 1. RAN',. #22 E 0 0 1 - � 2 i . I � I . I I r . . I � . ��_ I / �,,, ,t' z"', ',�', �1. \ I i � 1 .,_-� . TOTAL I , . I TEST PIT #: I I I I � . . I I I - / . I � I ! - . I I . I � � , __1�11 � �� �11� I.-, __1 I , - "I, I KI �_- I . . / /I ? - I I . r I I � I I I I I . I ( ­FECTIVE,JULY 16,20114) � . . I . . "I , ­­ -u ul , ; I I I I ! I i . 11 I / I 11� �'_ .1 I / / W (rc I F - - --"-,- -_ __­ - - "I------- --- -_ ---I- -1 i � I I . I ,�_ � . �_­­_ ­_­ ...... . � -1 �t --11-1--l- --ill � ! . I . . )111 I/ I / 11 , "l-, I I % / I I . I F-,--- ____­__ ­_­_ 15.501 11, EXISTING GAS LINE . i � 1_�, I ; . I I f ELEV I UP = i � : . ! I . . .. I 1 �7, � / ,�( / 1� --- . ? , �, I I I I . . - 7 � � . ! . i I �. / I " .,IN I !� ! "I . / ( I ir I I � . I . I i . .. ". ), 1 � \11, ­ I I � I I I . I 1. I I , .. ! .� \:.,, - - I , S I I I . . j ! �� 11 ;� �/ _!S� , .;u ,, � ­ � ) �` \ - _­. \ . 4 , I . . ,�? / �_ I I I � I ; I � I j ELEV WATER = 31 *2.90' 1 . . I i - � I � �Iz I I,/ . . / / I / EPTIC TANK SIZING I i � I � % 4 . 'L , 11 11� . / 1;1� Lu : . . i I I I . . . I I I . . � I I I . -1:t. 1�1' -1 111�`. I / i _"." LLI . . I . - � , . ______ W ______ W EXISTING WATER LINE I . I I . i I . . ... . � I I i . . . . : i ; . . I I., � !,v " �, '(1 . 't / ,zv,-, I 1�, / i P I I I -COMPARTMENT H-10 SEPTIC TANK i I � I i ! i . . � ! � . � ?I% I- (.0 I :I � / ,j _� " "') I I . .1 1 ; USE PROPOSED 2,500 GAL. 2 1 � . . I � t i . . . . I __\ I I __ / ,/ - . I . . I I . '__.. � .1 I I I I � ! : . . I . I I \ ,� . . I . . . . 1. i . � . I I I 1 PERC RATE = < 2 MIN/INCH . I . " �, I . I I ; � � I ��,� I-- "." I I I . . . . . I I 11 I . f ; . . , �*� j� ,,� . . I I I . - , I , I � . � . � I I . I '__� , i , 0 1 . EXISTING CESSPOOL . I ; � I . I � 0 ., ,\_� � -,/ ­­ ,-­­�"-z_ -,- --- I/ j I/ �1_r � . ; I . . `11� " I . -, 1, . I I . � " \ I'- I I I . � I . I . .1 . i � '. - 1 .. I � , . I i . I'll . I � 11 /,, / .. . / J ��z co 1��r- . I . I � . . I 1. I I I I I COMPARTMENT 1: . . . I I i . ' 1 4811-6611 1 � I . i` _--_ �/' I I I 1, . . . I . I � I ; I . I I � 10 I I I \ I ��_- "I 1'­'�� - I I I I . i I i I ,i " /I =f V [P i (D __ 111�_� 'I, �/_, I 1� ._�11%.. i��_ I, - I � / i � I � .. . I 11_�", .�', , , \ I ____1 14C ___,� _j . I � I , DESIGN FLOW x 200% = 550 x 2 = 1,100 GAL/DAY (REQUIRED) I DEPTH OF PERC = . I . . I . . I'�. � I I I . I I I . . I , 1. I 1_'�", �_` I I . .. I � . N . . _� TEST PIT LOCATION , . I . . . I . �. . . � I . I L . I . I -_ . ___1 . __ , � I I 1 DESIG = 1,500 GAL/DAY (PROVIDED) i I I �% I i . I . I I / ,� , \ " / I . j / L3 1 1: Lu � / _��'. Z5 I I I I , , � ��, _�_" , . I . .. I I ,�_ \ � , ,,, ,_ "', j I \ 1� � I � ( . - � . .1 � " 1 4 1 . N CAPACITY � I . I . - �Iz - - \ I" _ . " ---,-, �, . Lu 0 . I � I � ; . I i I I . I . . 71? _,�\ � . � I I I i � . " � '' / / Lu - � TEXTURAL CLASS: 1 1 1 . I . 1, I . I .." - " , \ _� i" I i I ! . . I \ / - � . I -_ .,:"-,- -_ .;�� . . I I . � I I � I - , ,� ,� 11.,,�/. I . . . �;,,,\ � <, �. 11 . ! I . I I . I I I / i I 'i�.,,,, \ ,,,, I'll I I 1__� 'P. . . 4 ­Q'I 1. � I I I I .. I I � � i � I . � I . -11 . ............... �, � - I � 1��., -) ­�._/ - - I a I . . � *SEE NOTE 4 i . -COMPARTMENT H-10 SEPTIC TANK � I - i I . I I i114 .� �41� , , "i � , - 7 - . I I . I COMPARTMENT 2: � . ______ I � PROP. 2,500 GAL. 2 1 . I . . / :.1 I 1, i I � � . � . I � . . . 1. �� ,\. 11;�, , ___,� --- - lql � . 550 x 1.= 550 GAUDAY (REQUIRED) I - i I I I I I I I I - 11 I / , I- � . . ; . . I i I --Q - "� ---,� � - 1_1L ii . :! � . . 11 i . . ,� - __� � I I � . I � \ /� � , , , li . z] . � I . � I . I - __�, . 1. ,., � . I . . I . DESIGN FLOWx100%= I � . I . I . �� . j ""'. 'I, _�' � I / . . � I I I I I I - 41, .. I I � I ____ 1 i", "I . . . � . . � �: ) . � I . . . 1 41- 1 DESIGN CAPACITY =. 1,000 GAL/DAY (PROVIDED) , I .% � ___�'.. __� ­,�, . i, U, i . I I _�, . I i � i . . I � I _�, I , . I., I I M � ; n- 1 r. rn. i I .1 . I 1,, "I - I -, I _�� . . . I . I I I I", __1', , . 11,4�,� \ I >__ --,_ ....It i' --j . . I � . I I � I I � I . � ; . � I . � I . `__ 1111�, I I ­_� " I / '' I i , - , .1 . � I q I I � � I I . . i . I / . , , , . . h . I I I � . � . I I I . . '-.--,. 411 1 . ,,��,,.� � -1 11 �. / � t / , . I i I I � � . . � i . � . . I 1. . I . . . I .."', - I --,-- -*-,--"-- ---,--- -"-- ____ _­ ---"--- ,---"----"- ------ ­_ ------,-; � � . I I 1�, I..", " . _�_ Q_ � , I , � � � I i . . I . "' I .. . I . I . . . . . I I � . % " - I /1�lt , � - I I I � I � . . . � '_ " I., . � . --_ j,", - C11 I . . I � ! . I . . I -11 I . . I � � - � , � . I I . ,�, I I �, t, ., . I . I I � . I I . I I I --k � "I ,/-- __;", , " ; fi,, I I !, . I . . ? I I ; . I . I . : �� . . -_ , , � . I � . . I . I � . . I � I I I 1-1 1'��,:��_ I . ,%. \ ,_ .1 -, I I I I � f 2411 . i , . . I . " � . , - I I "" \ I . � . . I I I I . � . I . 1�t. . ­_ 11 ,� /;� I . SAS SIZING . ! . I I I I �­ . -- �, '' .. ; I I � i I I . I I - , """0 1� � L I I I I i I I . I . . I MAP 28 � V1, I I "_�'/�- . "it'.'' & 4_ / `� / I I I . ­ I . I � ! I I I I . � \ "', - \ . I I t . I . . I . '", `-q.'�. . - " 11 . I . . . I � � . I I 1. I I \ I , �, I" � eb / . . I . . I I - Itli. �, I ! I I I I I � PARCEL27 I ­��_, 1�1__ I -,-Vi", � I.; �­ .. , 01,�,,' �'144 ,�,t - 1 1 1 1 . . . . I INSTALL 6 - 500 GALLON LEACHING CHAMBERS , I I � , . � k�, i I . - , I � . I I i IV I'll- I I ,V2_. - I I , - N . � . i . I . I � . I . I � I I I . I ( � I . - -, I I ��.\, 1. . / . 1. ,� . _�, . . I I . B I I "I I . 1, � J` "�,,�, \ - f- I . I I i . . I I I ; I I '_ '.1, I i /I I . I I I I . i � . I � . I � . . . . . 11 ,.,. `>"_1, I \ 3 . I I I I I . . I I . . . . I I ---� I 1, ... I -, �'�' ,� . I I I - I I 1,',�,, t . I i . . . . . . I I I . I - " � �, � � i / . I I . 1 SIDEWALL CAPACITY , . I I I I A . . . I . i I I . I � I . I . . . I . I I I -,_ � ­',� " . . . - ,­% , " � 7 - I I . I i . I I I I . 48" . . : I I . � I I I I � I � . ,_' , I . . I � . I . � . , li� . I i � I . . . I I - L � . � ,1\ � I I .1 I I I . - �/ ", , � I � . 11 . � - I .\ \ i . I I i (LENGTH + WIDTH) (2 SIDES) (2- HIGH) (0.74 GPD/S.F.) = GAUDAY I i . . I . I i , ,�,.N , 11"<""" .1 I I . r r . . , . ��J�, ­­ , : I Perc �_� - I .1 � I I - � I I I - ",V, , -, _. I Benchmark I I I I I I � I I I � �__, --- .. - I I ; � = � I . I I I ,�, 1; 4/ 1 (56. O' + 8.83') ( 2 ) ( 2') (0.74,GPD/ S.F.) 191.9 GAUDAY I I I . I � , I . I � I Nail in Utility Pole . � I � ,� . . I . . . �� . ,�_� - . --­��--- �-, . � I . � . , 66" . � ,_ - � I � . i . I I . i � . . � : I 11 I I I . . i 1 4, ,�,­, , 411 '11-111- � 11 .. ' Elev. = 13.84' � � ; I I I I . I . � I . I . 1.) �­, liltiol "<, _,_,_'_' I . It , . I � I I I .1 I I � � � . . . . . I I , �'_,. � 7� I , � I . I . I � . I . I I � I . �/ ItilliIiiiiiiiiii, . " ,.". � _� NAVD88 i . . I . . I 1 7 1 . � I I I ! , I I � I I I" .. _"� "",-,., . , I � I I � : I I I 1, I � I . I . . ., . I . I : . �. I I I 11 ," I . . I : NOTES: . I I . . 1 I* -i �� I I // � . I 1 BOTTOM CAPACITY � I I I I . . I . I .. 11 4� -1 . I I I � I . � � . I I I I I I I . . I . .. __� 1_� . I � � . I I . . � I � I . I 1. 0 . -, I I � - . . = 0 . I I I � �. I I I � , __1 ,.,_ .11 I I � . I I (LENGTH x WIDTH) (0.74 GPD/S.F.) GAL/DAY . C � I . I . . . . I . . . . I Ii/ - 'i . I I I I . � I I � . I ; I I I _,� , , ,'­ ".. -1 � . I . . I i 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH � I I 11 -:77\ � I . I (56.0'x 8.83') (0.74 GPD/S.F.) = 365.9 GAL/DAY I � . i . i . � I . I ( . . I . I . _u_q_ / , . . . t � I I I . j I I I I � 1� 'It, I I , I . I i SEPTIC SYSTEM COMPONENT. I I I . I . 11 � . . i I ! I I I I I . I I.. . I . � . 11 ­ I I I . . _j Y I � 11 � 1. ­ � I � ! 1. . I 11 . � I I " - , I . I . I � . I ; . � . . I . . ,,a il 1i r , / I � I : I � � . � � I V I I � . . ! 1. � . I � . i . I I 1 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE I I . . �� / SWING -TIES o . I I i TOTALS: . � I � � I . t . . -_ . t I . � I r 4-' 1 . I I I I � . I I . i -UOr -At,l`1lNL.7 r-AULl I T I U MNOUMM UUNCA0 I CNUT VVI I I -1 I DA I A I _. I . I . 1 VKU1 _L) Lt- H ES I r , � � . I I I j . . I . J . ! � � SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS � . I . I I � I . . 11 I I . . I � . . I ­ i I I . I � I . . lk 9 . I ARE NOT CONSISTENT WITH TEST PIT DATA. . . � . � I . . I I . . I I I I 11 I . I . I 1; I i. I . . I . � . I . I � � � � I I I I . �_,_­�___j , � I I . � . . � . . I � p 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2. 1 . I � I . I 1: � � . . . I . I iI I I � I 11 . I I � . I . . I I I I I . . . . . I I . I I . I I . I . I I . . I . 1 4.) GROUNDWATER ELEVATION OF 2.90- NAVD 88 DERIVED FROM PLAN TITLED "SITE I I 1. 11 I . I . � � � . I I � I . � � . . ; PLAN FOR EDWARD PERRIN, 160 BAYVIEW STREET, W. YARMOUTH", PREPARED BY � . I i . I � : I � I : I . I I I � I . � I . . I � . I . . I I I � I . , RONALD J. CADILLAC, DATED MARCH 31, 2000. - 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 I I . I I I I . . 1 5.) MEAN HIGH WATER ELEVATION, AS SHOWN ON THIS PLAN, WAS BASED ON THE U.S.: . . I . I . . I . I � � I I . � DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION . . . . . . . I I . I . . z . I I I . . I . . � I . I . I (NOAA), STATION ID: 8447605; STATION NAME: HYANNISPORT MA; ACCEPTED I � � I SITE PLAN . I . .1� . 11 � . I - i 11 . I . I � � .1 #I t - I I . 11 I I . DESCRIPTION. I I . . � � I I . HC -1 I . HC -2 HC -3 . . I � � . TANK INLET COVER (1) 23.18' . I 22.4' . I . 1 - I - I � TANK OUTLET COVER (2) . 31.9' . .13.8' I __ I CHAMBER CORNER (3) . -_ I 1 I . 6.1', 1 39.8' . . - . � CHAMBER CORNER (4) _. � � 54.0' . . 26.2' . . I CHAMBER CORNER (5) I 1 - I 55.6' 32.6' I I CHAMBER CORNER (6) I 1 __ . I 1 14.7' - . I . 44.3' I . . . I ! � I i . I i TOTAL NUMBER OF CHAMBERS ____6 - , . 11 I . . � I . . I TOTAL LEACHING AREA 753.8 SQ.FT. I . I . � . I I I � I I I 1 20" . i , . � I � � PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE I � i � I I . I � ! . . I I I � I � � � . I I � 1 1 1 1 1 1 1 0 . I I . PROPOSED H-20 DISTRIBUTION BOX, . I � I . 1 3.50 1 � I I I . . . . I I, . . . I � � . I I I . � � I . I 1 .. I .11 I . PROPOSED 500 GALLON H-20 LEACHING CHAMBER, ! � El I . . . � � I . � I . I I � ; I 11 I i . . � . . I i . I I I � I I . I I . I I . . I I , I 1 11.50, . ��Ev. DATE . I BY I APP'D, . DESCRIPTION I I . I --,--I-.--------,---.-,.�----,-- i -I---.------ _1______�----------�-,-.---�--------.--------,-,--l-----�".---l---� I 10.00' i I i PROPOSED SEPTIC SYSTEM UPGRADE I .. ­ *% 111AA4 All . � �. ,,�A,0FA!,q � I % ,P; I I 11� 1. 1� S�;_. f . � I . �, . "�, I I PREPARED FOR: . i . I ,� . I I . . . . . �//_ - I W I ,'' . I � ! ­ I i I ��� "Ild - _� � I . I i . ; *14'.) HN L. ,P . . CAPEWIDE E i i.. I � � I � I . . i . ! . I I � CHURG14-ILL JR. cr t. I i . . __6 .. 0 U. . . I � ; 'L . . I . � I � I I I j A oo Nal, 4BU66 .,I, � I i '. . , X, I . . . I �, I'll, -1 � I . . I - .� , I /�, .." 4- I LOCATED AT . I I . I . , . I I . . . , - 'SP^ . . I I . � . I I .., �, " T I .1 . U I .1 I I I I . i 11 - 11 ,1 � tt __ . i i . �� I 1 155 BAYVIEW STREET , � ; I i . i I I . � I . I- � � I � . !, . I . I I I � : I ! I t I 1!� I-, . I . WEST YARMOUTH, MA 02673 � I F . . ; i. I I : . � I I . I I I L- - ---.-.--------- L,.�-.-,.----,---'--'�---I,'--'-L--,---� ------- �-'-----"'--;----'-------------,-.�----------� ---- -- _.___________� . �_ I -,-- � I . . . i I SCALE: 1 INCH = 10 FT. I DATE: SEPTEMBER 12,2017 ;; I � t . . 5.50' 1 . . . I I .i I Ill � I TOTAL LEACHINU UAt'AUllY__Rz)1-0 Q�ALJLJ/l 1. I . . I � ; . u 0 _1u 4U I -tv i - � ! i I I t I I I I � I I .1 � . . I I I No Mottling, Standing or Weeping Observed tt OF I I � i � � . I . I 1 . . � I ill ------ -- - ___._____________.__. ��,-"---�--,---�-.----,.-��.--.---..-------"- - ----- __-_1 t I i_________ ,-.---------.--------.--.---------------------.-------.----,-�---�--------iL---.--.�---------.------.- -.------, ____­____,_­__ � . I � PREPARED BY: I i I i I . I . i . I � � i . . ! . , � . ; . I JOHN L . I � . , � i . I I . I ; � ! .JC ENGINEERING, INC. ! i � . i . � I I I I I ; I CHURCHI R. i 1. . I � . . I � . I � ; I , . � i . z I � I . I I I i � 0 ; I ! . � I I I I - � I 0 CIVOL 11 1 ' ' 2854 CRANBERRY,HIGHWAY I . . I I ; 1� I . I . i I I . . . : I NO. "i . I . � I I � I I . i . . I . � I . . i 1, I I I .1 I I . I I I I 11 I I I I I I � [ . I � . � I I ' I ! I EAST WAREHAM, MA 02538 1 � I . . . . . . T I 1 I . . ! I I � . � I I -- � . I i 1� , - I i I .-I . i . . � i I ! . . I I I I , // I . 508.273.0377 . � I . I I . I � I . . . I . .. I � . � I I I I I I . � . I . I , _-___1__-_1__ i . I . � I _,______7________ �­ - -7 I I I � . I I . I ---- I I j I I I � � . I ,� I � .... . I Drawn By: SJI 1 Designed By: SA 1 Checked By: MCP 1 JOB No. 3915 . � I � � I � . I I � I j t_tbKuAKT V, Zuut); MVUILIN: 1t0015_/_uu]. � I . . � ZSL;ALt:: I =I U I .1 � I I I 1; I . . � . . 11 I t i - _ , I. I I , , - , - _ _ _-11-1 - _-_L_._1_1____ ______1_.1_- ___.__1_._1-_ __'___.__.________., _ , I i � � I . . . I I I . 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