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FINISH GRADE OVER D -BOX = 1 3.5'+- 1 .. I . . . 1. . .. 1. . I FINISH GRADE OVER CHAMBERS = 1 3. I' - 1 3.9' , I . . I . I . .. I . . . . 11 I I I .
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. H-20 RISER WITH WATERTIGHT I . . I SLOPE @ 2% MIN. OVER SYSTEM I 1 314" TO 1-1/2" DOUBLE WASHED � I
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I I . � � 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION ,
FRAME AND COVER TO GRADE I H-20 CONC. RISE:R WITH V,J'ATERTIGHT I I
� I STONE TO CROWN OF PIPE i r : . E 5 OF THE STATE ENVIRONMENTAL I
. I I I I CAST IRON FRAME AND COVER TO I . ACCESS I BOX, WITH COVER TO GRADE -\ 1 12" OF 1/8" TO 1/2" DOUBLE WASHED . � I METHODS SHALL BE IN ACCORDANCE WITH TITIL � . I I .
� . I I GRADE OVER ALL PIPED CHAMBERS . I (SEE NOTE #21) ---�:-,��11 i CODE AND ANY APPLICABLE LOCAL RULES. � I � I
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. . f-5" DIA. OUTLET(S) I I . � . 11 I I . I . � I STONE OR GEOT.EXTILE FILTER FABRIC I � I . I
. ----- ,----.--------..------�-.-,��--------- I -------\- -------.---.-,-.�--.---".�----- ----- —.- -- - I 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE I �
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1 4" SCHEDULE 40 C I * I . . - . I I . I DESIGN ENGINEER. I I . �
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I � 1 MIN SLOPE 1% I I I TOP OF SAS = 12.00 1 L I I I I
� 9"MIN. � 9"MIN. I . . I 11 3. 4�'SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL , I
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2" PVC TEE---\ . 36"MAX. � I : 11.00, 36"MAX. I . . ! � SYSTEM UNLESS OTHERWISE NOTED. .
I ; , I BREAKOUT EL = 1 1. 50' . . I i . . I . . � I I
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L=310'± PROVIDE WATERTIGHT 1 \ /---- I 0 : > C, - — \ I i
I . 9 li� - . 10 - 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
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�2 PVC IN FROM I --"-� JOINTS (TYP.) I :) . . :�) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. I I . I 1 1
S " DM 1 4" PVC OUT TO . = = = 0 = = = = = 00:) = = 0 = =� i 1. I I . . i i
EPTIC TANK I I . I . I . I . :4D I � . I
� � I C C�l . 1 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. .1 I I i
755T LEACHING FACILITY i C:>C--Jl 00L � 2�D � i I � I
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. :X ; m -tD . XLa = I i '— --THIS-SY-STEM IS NCLT-D NED E-08 A G&RBAGE- I .
� I I I � . . I CD C�� C::, ! . I I I � I
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5.90'--J ESHGW @ EL. 4.00' . � I TANK TO BE WATER-PKUUF ! 11.37'-/ I- MIN. - 11.20 11 21, . C)C� = = = = E� i I
2- - . = =1 = = = = = = = :D CND � � �
I (BOT. OF TEST PIT) . I . AND WATER -TIGHT WITH ) � � I . . I I I 00 1=:1 . 60 SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS �
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. POLYOLEFIN BACKED i 6" CRUSHED STONE CD .
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23.0'TO FND.— —1500 GALS.- . I I ! � I I C PC- 001 - . I I
, , I / I EXTERIOR JOINT WRAP I OVER MECHANICALLY - I . . ! I AND DESIGN ENGINEER. � I I
. -- -,--- I J 1; i I COMPACTED BASE � I . 4 of I I I . I I I . � . I I
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1 =0. 1 5'-/ 'U(S�� 22" ZABEL FILTER . I N& . 6" CROSHED STONE 1 .3 OUTLET DISTRIBUTION BOX I A I I I . . (Typ�) I I i . I . . I I
. EL. I OVER,MECHANICALLY I � 5.0' 1 1 . . i ON A HYDRANT BOLT #630 AS SHOWN ON THIS PLAN. I
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. I MODEL #AI801-4x22 I . I . I i I TO BE INSTALLED ON A LEVEL STABLE I I /[�� . 2 1 1 1 . I I i I . I I I I
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I (GAS BAFFLE ON BOTTOM)l . I �, I t I I . I � GROUND WATER ELEV.= < 4.00' . . I . . 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
. � I . . I t . BASE. FIRST TWO FEET OF OUTLET I . . i - 12.83'- . I ,
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I . PIPES TO BE LAID LEVEL. . i ! 1 *3.55' . THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT � I
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I 11 PROPOSED 1500 / 1000 GALLON H-207WO-COMPARTMENT SEPTI TANK I I . -i �- 5'MIN.-/ . ,kr--,' 11-11 A f;vl B E R-9'. E N D V I E �Ivf I 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES �
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I . I . 1 1 1 1 . 2 - 500 GALLON � 11-2 HAM3ERS I . I � I � i TO THE DESIGN ENGINEER. . I . I . I
.. - . ''.--'�-,,;--i-l���-t":-��'"'., I.- I t i'Jl(�Al CHL, la A P, E R P F,Z 0 F I 1 E ,I I�,, �41. � ;� r, !:, 7-C — -- i":� ; �� C, -.- *No gw encountered at bottom of I � .
. I I :.,-",. . LENGTH 13'-O" WIDTH 7'-O" DEPTH 7'-2' . I E I CROSS SECTIO I I T ' hole (i.e. �L.=3.65') per ,
,;--� � -7";, - , ALL ES TO BE LINED UP I I I I YP , " k -ii I . A, 1-1-1 I
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, , " , � �,, �, ', ', � I i ",/ i � septic plan dated 4-15-04, prepared by Coa ta
'. , . . , V, xl t K, - , . i ,I � - L, ��-ii --i 11-,. " �-,t/ , �,b � L' RE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
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�, - �,; � � " i � ,,�� V! - � �- 7, z . I NOT TO SCALE I NOT TO SCALE. --.11-1-- i T - -� 7
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I -------------1--- I . I ` i - -3 - " T "" 1! 1 A 1 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM ,
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. - j " . �,,, ; Ir e .. ,,, , I t I I NOTES:1 � , I . I I SIEVE ANALYSIS RESULTS, . I - 37�� ,,\ �-� I -
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I I ! I I (Soil sample taken from B soil in TPI) I � - -� - .. `,�! ,� � � - EM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
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I 1.) MAG'�ETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE I . � I ,. t�w(��C �----"'111 , - I I"! I ,,, - 1 12. ALL SEPTIC SYST
I 11 I I I i I ��--,' -, ) � "I 11 i OR: Amy von � one, R.S. I I
PROPOSED 1,500 / 1,000 GAL. TWO-COMPARTMENT SEPTIC TANK i I I ),.?-1;d � ��7 :�� i INSPECT
! I . OF EACH SEPTIC SYSTEM COMPONENT. . . I I ,��--�- '- - - ""r-- -
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I I I . ! � � I � 1 -�7 1 i - . I I � � , � " �. - 0 0 1 EVALUATOR: Michael Plmentel, C.S.E 1 -20 LOADING. ,
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HIGH GROUNDWATER EL.=. 4.00' . -11, . 1.0 �:,�� -: I � " , oil 0 � .!� 11 I �
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! I I I . . � I . - 0 �� , I TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H I
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I ' I I I . SILT 6.0% . 11 - � I \ Is . .
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TOP OF SEPTIC TANK EL. = 7.32' �. . I i . . � . . 2.) CON�,RACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF I 0 1,�,�D) .... 11 � .- �- � �, , , ,�-� � I 11..� , - - ���y I i I � . I
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. . . � I . . i , I I I 'Z� I *.,;;�� .� -/�, -, -, C.S.E. APPROVAL DATE: Oct. 1999 - , I
� it -�� , I,\ 0. - 005 .�, -1 0 , F ALL DIRT, DUST AND FINES.
. . 0.8% - ��, I I �. al w� , � . -i�,Jj . . I I I I I ,:
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. CLAY I ,*,. '-��,- -- . -�.j \% Z\ � .1
BOTTOM OF SEPTIC TANK EL. = 0.15' 1 1 1 I . 11 i, � , �
I . . THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH � I i '. , , \. , . %" , � 1--, N, � 0 13. DOUBLE WASHEDCRUSHED STONE SHALL BE FREE 0 .
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1 1 . I I I . . � I ,X , 11 \ I � - � --- , ::::�,� " I , i I August 31 � 2017
-D . � I I I 41� -.-- --�- I., " 14 '� � t . D UNSUITAB
WATER DISPLACED = [4.00'- 0.15] x 13.0'x 7.0'= 350 C.F. I I . . 0 , ,� P bl'c i DATE: I I LE I
I TEST PI ATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL , \' f � , I . !
! I I I ..!.- � �' '!�, � '6; I � I . i 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AN .
WEIGHT OF DISPLACED WATER = 350 C.F. x 62.4 LB/C.F. = 21,840 LBS . PER TITLE 5 ALTERNATIVE TO PERCOLATION TESTING qt-!--*7:�::: �,) . -- " Z�"`3 / -/I ' I - ' � .5 ' I I
I F HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. I 1 ,::�, 1[ � * %* - I -, . *//-, �-n i I'll 0 . TEST PIT #: -i I
B i �. , � a ri"� i n g 1 1 .
OARD I - . . , , - Vq .., i
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I i . . I - . \0 I , - ,0� - v� a 1.", I I", , , . i OR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
I I GUIDANCE FOR SYSTEM UPGRADES (EFFECTIVE DATE. . I , - , 4 MATERIAL IN AREA BENEATH AND F
-20 2 -COMP. TANK = 36,750 LB I I I � - I I , . % 6, 1i ! "I 'o., I I I I
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WEIGHT OF 1,500 / 1,000 GAL. H S i , I I N�. I / I -- I
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.: -,* a I :,;��, �� , - 4 I- ; ELEV TOP =
. t I ,-,��r; I : i �4.50' � ITH CLEAN COARSE SAND FREE FROM CLAY,
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SOIL COVER = (14.1'- 7.32') � '�� � " , -�;, /;/ I dl,�." - 11 -��. --:Z*-: , i REPLACE ALL UNSUiTABLE MATERIAL W �.
x 13.0'x 7.0'= 617 C.F. 1 3. PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2. 1 MAY 3,2006) UNDER POLICY BRP/DWfO/PeP-POO-4: I I � �1,1� 11k ,: * a � .�' � ,�' I . - I I
WEIGHT OF SOIL ABOVE TANK = 617 C.F. x I I 0 LB/C.F. = 67,870 LBS I . I I . � I ! � `io - --��,.:�--. - . )): ! :�,, 0, j, � . � ! � i FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH. 310 CMR 15.255(3). 1 i
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il SOIL TYPE: "UNCOMPACTED" . ! � , ,�� i" -1 x <,.00'
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I I i - I - �!,A' ELEV WATER =
� I ��z - , , -.1"'41, '70*K . . 7, - , .
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36,750+67,870 = 104,620 LBS > 21,840 LBS; THEREFORE ACCEPTABLE I I I EFFLUENT LOADING RATE FOR ; - . , , IGN ENGINEER OF ANY DISCREPANCIES FOUND IN
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DESCRIPTION .
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28.7'.
69.4'
SEPTIC TANK COVER (2)
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35.9'
44.4'
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CORNER OF STONE (4)
27.1'
35.7'
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CORNER OF STONE (5) 1
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49.8' �
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CORNER OF STONE (6)
55.11
34.0'
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.
. . I . I ,; . -� I . �, . . 1� . 11 I I INSTRUMENTS . , I EXISTING SPOT GRADE
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I ./ -- -- . 1�,��- � I NEMA 4 JUNCTION BOX CORROSION RESISTANT &
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. . C, I- 6' - I<- � I I I � / 1,760 LB. ST
C) I , I -- --.-- I r , ' , � I � I I "-� PROPOSED 1500 / 1/8" DIIA. R
I I . . ., � - , - ` -,- - , I I . I I . I � . I HOISTING CABLE 7 LESS STEEL
C14 �� . �r' , '--,/' , ,, I I � I I . LIQUID -TIGHT CABLE CONNECTORS SUPPORTED �
, / Z "". , ; 1 000 GALLON I
CO -- \ � 'V� /'.
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. X I . � I � I -- - . 11 � 1,�, . , I .. . I � I I CONNECTORS SUPPORTED BY 1-1/4" PVC CONDUIT, I I . I � I . I . ,
rl- � il 11. .--, , �% , .,��/,-�- -1 !,z-- V,:: �-' I.-' I- � I . . . . � I . . *, �� I H-20 TWO-COMPARTMENT I I I . I . I PROPOSED SPOT GRADE I
.
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I * . I . I.! - -- -- 11 - I , - / I . . � H. 80 PVC
I , /I "- . . � I I , ---." -�,--o I- I . , I I I .
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. . 1- , HC -2 �- ' * -1 -� � - -�- / I - I , I .1 I .0",". I � I I / 1i / C-P)s --- EXISTING GAS LINE I I
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i . \ I . - . , � � I . � � .000 I 11 I I --2"SCH. 40 TO D. -BOX � .
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STRAW BALE LINE \ \ - `��,� �-` ,-,,I, , ----- /� / , I - ., - ! . -jl r?, - -�, I f=::::� I I , I 1
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'� Board of HeMili re.view and;ipprov ., 40� -S, I L- 1 -:.,-7 -, I . . I J . . I
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; lt.:- � I , strucluf es/dwellil . � I � I V- ,�� I .1 I SLEEVE.SEPTIC PIPING 10 - ; I I (BARNES 073618) 1 . � I , I PROPOSED 1,500/1,000 GALLON H-20
r � scjyage fa��,ltiqs and/04, . nldl. 0 -- I I I I
. ,(84 RANDVIEWAVE.) - , . . - STRAW BALE LINE �, . I 1: PUMP ON/OFF 120 ACTIVATION � I I I
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1 -- --' . 1) . � I .. . . I ��f . il . I � ,iV , ?,�, �7 �.11,� i ,� .,- II I � . . I PROPOSED 500 GALLON H-20 LEACHING CHA I
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�t, � .. I -, - I . . TOF = 17.2± . I i A t"; I i", - / I 0 0 0 "" A (") I "", I i � 2,,,,,4 � LIE 2 � f 11. -- I
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I � . . . I I I � DESIGN FLOW, 33O.GPD .
. - ,- N I "i, ! I I -of I I � I
I . I I I - - 0 1 i TOTAL DESIGN FLOW 330 GAUDAY 4 Im JOHN L i I I
-
I CONSERVATION COMMISSION REQUIREMENTS: . . I . I . I I `� -, Co V- I I'll I � I - - . . -0 CHURCHIL Of � I I
I - 1. I
. � I I I I DOSING REQUIRED: 4 CYCLES / DAY . . I I I .
.
. . � \ I 0 � % = 660 GAUDAY . No. 4 6 .1 I
I 1.) No work of any kind shall occur on the Resource A . . co , � DESIGN FLOW x 200 1 i I 1. I I I I
.
. �
. I . � . I i �, I - '\ I I I � I I . 330 GPD / 4 = 82.! GALS/CYCLE 1', 4% - I I I . LOCATED AT � I �
1 construction or work. I . I 1. I . I �� �---- . �� � i 6' . . . I - . i . I � . I
. i rea side of the work limit line. This line shall be established prior to any � 1 \ I I I
1
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! . . I I � � I,<,--. � . 'K , 7- I I , � USE PROPOSED 1500 / 1 000 GALLON SEPTIC TANK/ PUMP CHAMBER . . I . I . I : I . I I : 1P f T . I �
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. I .& ", 1117. � 11 I I . I DISTANCE REQUIRED BETWEEN PUMP '
- . I �� & " I I .
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i nt, bituminous concrete, rubber, metal, trash,. / "� �- - . �, I � . I L rr � .
q"�� I 1
2.) All imported fill shall be clean and not contain any foreig . n debris such as ceme I I - , b� .", . ,\ I P I . ..... L .. I . . 80 GRANDVIEW DRIVE I
. �- � . � . �
.
I ,� r--� E I lx,--�Z,, -�- I I I I I
1 boulders, etc. . I I MAP 91 . .".�� 0--. ). ,-- - I , . I i I I . . , SOUTH YA . I
I I -)r � If -- . I 1\ ,. I � . --
� i � . I 1� I /* I '-�- -, �� I INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE ON AND PUMP OFF FLOATS: RMOUTH, MA.02664
1 3.) Debris, including litter, shall be picked up immediately. Any excess material that is excavated from the job site shall be , � LOT 1 80 t�,,, Pc -�C�-i . \ I ! I � I I I I I . I . - -.----.-------- -----.--.--,-------------.-�--�--,---.-.-----
I
i I I I I - . . 1 INCH = 10 FT. I I I DATE: OCTOBER 24,2017 . I
� �
� .
i d . a I . -I--, / `�- ,A ! � I � 82.5 GALS/CYCLE . ' 250 GAUFT = O�3 FT/CYCLE. i—,, � I --- -]
.16,664t S.F. 111'���'. , / . I \ 1 SIDEWALL CAPACITY I I - —7
disposed of at a location approved by the Conservation Administrator or in a covere dumpster. No debris shall be allowed in � \ I -- --kkALE-
I . I
I . I � (LENGTH + WIDTH) (2 SIDES) (ZHIGH) (0.74 GPD/S.F.) =. GAUDAY (USE 0.35'TO PROVIDE FIR BACKFLOW) I I I .
Wetland or Waterway. I I I I I I I . - ;r I I � \ 1�'Xl j / � � I � . - � I 0 5 10 20 . 40 FEET I
-, � .70 1 1 =1 12.0 GAUDAY . . I
� 1 4.) Washing of equipment/toois shall be done OFF-SITE or handled in a manner appropriate by the Conservation Administrator. 1! � (25.0'+ 12.83') (2) (2') (0.74 GPD/ S.F.) : I I
i � � � . I . ---,1! . \11 I .1 i / / I I � . . STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL. It% OF I �0� i I I Q -.J MMMMOO.— --- Naomi
I I -�-,--.�--.------.--..---�.---,------.-I
- ------ -------
I . I I . . � .
I I 5.) No equipment shall be refueled, nor shall fuel be stored within 100 feet of a resource area. . I I �, . . . � I 1\ "'\ I I I BOTTOM CAPACITY I . STORAGE PROVIDED ABOVE WORKING L: 537 GAL. .. I
I . � . . I � I I I . I a ; I I I I I .
i , . � I . r � I �
1 6.) Any area that is disturbed during construction shall be revegetated immediately or as soon after as the growing season I I . I I I I - i I JOHN L I '
. . . il I I 1. i (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY . . I I 1i - I JC ENGINEERING, INC.
� I 1�1 . I . . I -- CHURC ILL J I
; commences. Permanent stabilization shall be carried out in order to minimize erosion. I . . ; I I . I .
i . . . I I � . I I � I I I . 1� ; (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY , � � 11 � . � I ; I I 10 Cl C � I I
I .
1 7.) The proposed sewage disposal system shall meet the applicable Title 5 wetlands setbacks as set forth by the Yarmouth :1 . I I � I I I . I 1 I I � I I I �00 N ISO � ,2854 CRANBERRY. HIGHWAY I I .
. . I I ; � . � I � I � � I . I � .
I I I I . I 1 I I . I 1. .
� I I I � I I
I I I . � . � � i I I . I i . � .
� . I I . I I � I . . . I MA 02538 .
Health Department. � . I I I I I ? ,, TOTALS: I I 1�1 � i IST I EAST WAREHAM, , 1
8.) The "work limit" line shown on this plan shall be established with Erosion Controls (i.e. straw bales, staked filter fabric, bark I I I I I r I � � �
I I
I
mulch, "silt sacks", products made with rice straw, and other weed -free products or approved by the Yarmouth Conservation � . . I I . . . . : I TOTAL NUMBER OF CHAMBERS 2 � I . . . I I � I i . 1 I I 1 508.273.0377 1 1 1 � I
I I SITE PLAN I � � � . I . . 11 �. I . I I I I I .---,-.------------------.-,--�--��-- --f------------- .
. TOTAL LEACHING AREA 472.2 SQ.FT. . � I
0 tor is responsible to implement and maintain appropriate and adequate I . - . I I � I ;
Commission). Hay bales are not allowed. The contrac � I I . � I I . Drawn By: SJ1 . I Designed BY: SJI i Checked BY: MCP � I JOB No. 3896 � .
. I . . I . �
I .
I I . I I SCALE: T' = 1 O' � . I . . � . � 11 TOTAL LEACHING CAPACITY 349.4 GALJDAY . . --1.----------1------ ---,.-- , .--....--.-----I--------.---�---- I L---------- i —1 ---------------1
. I erosion controls measures throughout the construction process. I � I . . I I . � -1�--L--.----,-�l-..-----.,.�----- .. ... - ----,-., "---------.--.�.�--.-�--,-,�,�-�-�-.-.-----,.----- --------- I . I . I
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