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,� '' J . , .. . P I I . I i 4" SCHE C MIN. SLOPE 1% ' . . . . . . . FINISHED GRADE OVER CHAMBERS = 1 1.5' 1 1.8' . 1"L M "' le"'TES I I I ..,
. I I I ..... I 11 ,TOP OF FOUNDATION = 10.4'± -PROVIDE H.D.P.E. , .. . I I � I I . . . FINISH GRADE OVER D -BOX = 11.81± � I .1 I I I . �, 4. , � . . I .. � I . . 1. 1 I GD��`, I 1�_ E . . I 11 I - I ..
111. - . ''I :1. . I 1, / 1. I I .. 11 . . "... . . I . - 71.11 I I , .�� . . I I . � � I'll, . . . .... . I - - ____ --- , I I I I ... 'I, I I . .
. ''', 1. . . I I I . . I I . .. � REMOVABLE, SECURED, I .... I � I - 11 1. 1_ 11 . . I . I I . . I I : LOPE @ 2% MIN. I I . , . , I'' , , . : . - 11 I .. 1. I . . . . I .
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� � .� , I . .. I RISER w/ COVER TO � F.G. OVER I I .. . . . . I . i I I . � I � . _� 1 - I I I . . . � .11 , I .. . . , � I I . I . . I I � �
I . I I : . FINISHED GRADE , ./ ' 11 IWATER-TIGHT COVER TO I . . .. I REMOVABLE WATERTIGHT RISER , . , , I . I . ... I I I .. I � ., .. - .- I I I I .... . ..
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I . � i �_: I .. ... . ..'. WITHIN 6" OF F.G. � TANK EL.=9.6'- 1 0. 0'± . . . . . I - . . I I I .. . % I . . -11 1%.. . .1 . � I . I . 1 � . - .
I . . . I'll, 1. ....... .� I . - . -G. (�Y OF �) ... . : . � TO WITHIN 6" OF FINISHED GRADE ,. , . . I.. . .. I . INSPECTION PORT WITH ACCESS BOX TO . I . . 40 MIL GEOMEMBRANE LINEk, : . . I . � 1 - UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION . . . . ...
. 1. I . . . . .. . . . .. . .
. . ... . . @ FOUNDAT.ION = 9.71± _______ I I _f . . ... . I . 11 . . . . I . I � TATE ENVIRONMENTAL �. . ... I I
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. � I . I . ' __ . . . . . . 5, .. . . * WITHIN 3" OF F.G. (SEE PLAN FOR LOCATION.) .. . . . . . . � TOP ELEV. = 10.50'(MIN.) I.. 1. ... METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE S � .... . . . .
.. . . . .. . � . . . .. � I . . . . i . . . . . . . . . . . . . .. .. .. . . l.... . I . . ... .... . . . . . .. .. . � . . . ... . . . .'. .. . I � . I .. ... . . . .
. . . .: . . I ... . -_ .. ____ . I . . . . : - � . . . . . . . I . - . . .. .. . I . . _"_� .. . '. . . . . . . . .. . . � :�i . CODE AND ANY APPLICABLE LOCAL RULES. . . . .
. . � .. . I . I . I i . � " DIA. OUTLET(S).
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,� .1 , � 9"MIN. . � .. . . . . . . ... I --- .----- -11 - ------. --- -_ . . . . .
� . . . . . . . �. .20"MIN.ACCESS . . . � I . : . .. . . � 11 . . :�.. . I . I . -_ -----.--- . I .. , , .... . .
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, . . I .. .. � � . � ... -\ COVER (TYP. OF 3) . . . 36"MAX . . I . . . 11 .. .... . : . 1. . 1. . I w . .. . :, - . .. .� - � . . 1= . . . . I ...... �: . �. 11
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� �: . I . . . .. F� . _ � - - . . � . . . . � I .. . � . � . . I I .. - � I . 1, - DESIGN ENGINEER. .
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� . I ... . . � . . EL.=8.17' � I I � I I . i . .-. . ... � -------- ___-___._._.-___7___ . I . I ..... . . - � � . 11 I � . I . .. . .. . . - ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH A
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I . I . . . � /. i - .,- . I � I ' I I I � ��. b� �� . I . I 9" MIN. . I I � �� . � � . .9" MIN. I . 1. 1, � . I . . . . . q; � . ! . I 1. . I .. : I
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� : I .1 I- . .� . 1 2" DROP MIN. 1 7:__. I I . .. �� � I I . I � ) .. . ..� - � �� � � I TOP OF SAS / B.O. = 10.50. ". . (SEE FABRIC NOTE #1 BELOW) . I � i 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL . �1 � I
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�.__:%�._._ .% =,-, IN. SLOPE @ 1% % . 61 311 3" DROP MAX. 3" 9 I - 0) - - I TO DISTRIBUTION BOX i . . � . . . . . . I . ! SYSTEM UNLESS OTHERWISE NOTED. I � I .
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11.1 .1 I I'll -, .1 . . � I b I I - I .I,,. Al ". 4- : .. I FINISHED GRADE SHALL NOT BE LESS THAN
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. I Al . 14 1 .1 I , ELEVATION = 10.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
. .1. . - I 11�,� I I.. ... ..s. �� 1.� - I I I . . I .11 I I.-, 1. 1 2" PVC TEE____`1 I . I . I . I . �.,�.�Z, I �`i. I ',. - i
I I . . � . . .. .1 I . I I . � I I -lr=w �_= 4 � � � - ' 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
. . TO PREVENT BREAKOUT, THE PROPOSED
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I I . I 1. - ''I I . . . 'I, SCH,EDULE'40 PVC � � : I I . \\I'- f I . I I I I I . __r
. . I - 14t.' , 6.75 1 4" PVC OUT i 4 =
I I ,� % . .. . �� IL" ��,:.q -.11. . I I � 'I . I I . .1 .11. 11 .. / TO SAS � 1.08, � � (--1 i I .
1. . . .. . . I I 11-_1. 1"._`-;. - ..... I I I . . . . I . - . : t T I . . 1 13" . I .
I � I 11 .11 � - �� �'-,- .11 .. . I I I - :.. - I . I . I ! . . ; I . .
I 11 I . . t--. '. I.."., . . I . I . I . ii I .. .. I I � . 1. 1. . . I T (TYP.) I I J . i i LESS THAN THE BREAKOUT ELEVATION. I . . I �
I :;.. . I I � I . . .. I . I . . I . . . I � i� 7,13" (TYPj . � �
. I . . I . � . i, , I . . . . I . I . . I I . . .1 . . - , . . . .. � . . 0.591 0 - x . . : . THE LINER IS NOT . .
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. .. I . � . . � � .. . . . . . . . � .. I I . . � .. . . . . I . . � I I . I : 1 5, SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. I � � I �
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. I � . I 1 000 GALS. . I I I . � 1 -2.875'(34. . ; . I ! I
�, � . I . I � L] � .1 -)_J . . � . 1 6. THIS SYSTEM IS NOT DESIG R A GARBAGE DISPOSAL.
. . . I I . � �. I " MIN. J \_ . 5 . .. . . . I I
I ''I � 7.00' ESHGW @ EL. 4.40 __ ____V . I SHOREY PRECAST 1 12" MIN.: . . .. I I 110.01 � 9.42 1 . . . I . I . .. �.. . . . I
1. . _____- . . . I I I . I I . . I I � (TYP.) � I , . I I I . . .
: � � I I - _____ I .- _� � I COI�PORATION . . . 10.27'-/ i I 10.10 I . ..... I I . I . . . .
�� I'll � � �� . 1. . . I , . I I . .. .. I I - � . .. . . . � 1 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK I I . I.. I
� . _ . I .� � �� � �� . .. 1%. 1. I I . I I I I . . . I I . I 11, � . . ,. �.. � 5.0' �.� I I I .. ..... - � .. � . . . . I . � 1. I 1 1
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. 1, - . � I 11 1. FILLING WHEN SYSTEM IS NEARLY COMPLETE AND R ! I
i � 11 . . .. 11 . . . I I (TYP.) � I I I &MIN. -14.375' 1 � . I -
I I - - I - � 1.11, I . . .1 � ., � :. . . . 1. . . I '. ; . .
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. . I I I . I . I .. I . I I I I I . . . . (REQ'D) Min.) ! i � NOT TO BE BACK FILLED V41THOUT FIRST OBTAINING APPROVAL FROM BOARD ,OF HEALTH I .
0 M . . . I I OVER MECHANICALLY . . i . I . .
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� . I - I - ______ . �i I . .. � I 1. 6" CRUSHED STONE. I . . I .. . � 1. � � - I � -7 - 5 O' i
I I 10.01 . 1500 GALS. 0� ?M� .(
. 11 . . : . . I . / . . -1 I � . I . COMPACTED BASE ... 1, I . . I. . 120..0' . . . I .11 - I .1 11, ! AND DESIGN ENGINEER. 11.1 I � . 11 11
1:� , � . , � .. I i . I I I � . 40 MIL GEOMEMBRANE LINER, I I I_ . I
1. 11, I � � . I I . I 11 . 1. . . . I I I . . 1.
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, . 6" CRUSHED STONE 5 . I . . .1 I I 'A ELEV. = 5.50'(MAX.) ---_______i � . ,. I . I I
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1. " . . , I ., . � EL.=2.50' ) 22" ZABEL FILTER 77- zi� & timo%� � . : 1 . . I OUTLET DISTRIBUTION BOX I I .. I I., . I . I . . BOTTO1 I 8. ELEVATIONS BASED ON APPROX. M.S.L. DATUM. BENCHMARK ELEVATION OF 110 00 . I I . . . � . �
I I � . I OVER MECHANICALLY . : I I I I . . I . .. I I . : . 1. I a . .
I � .11 . . . . . MODEL# A1801 -4x22 . . TO BE INSTALLED ON A LEVEL STABLE I . I .1. . I . GROUND WATER ELEV.= *4.40' (adjusted) , I � . . . I . .1 11 i ESTABLISHED ON A NAIL SET IN TREE AS SHOWN ON THIS PLAN. . . . . .
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. � .. � i . � -R PP - . CHAM!3ER END VIEk1-V I I . .. . 11
I . 1 1 . (GAS BAFFLE ON BOTTOM) � " I . I . . BASE. FIRST TWO FEET OF OUTLET i ` I I
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� . .1 I i . .. . I . ,,, i i �41 3 E . ROALE * � I I � .9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSI . . .
, ! . . : : PIPES TO BE LAID LEVEL. I � � . .. Adjusted GW level based on Cape Cod Commission . I . � . , I .. i -SAFE AT . � .
. J...: .. � I I . . . . . ... . I ! . 11 - I � .. � .- , . I . . . ... .. :.I . . .� .1 � THROUGH DIG LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT . .. - .
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. '1.... 1. . PROPOSED 1500 / 1000 GALLON TWO-COMPARTMENT SEPTIC.'TAN.K. i .. . . . . .. � .. . I Technical Bulletin 92-001 (revised 2006)(see Test Pit Data) . . . . . . . ... .... .... I
. I ; - - . - . I . . . .;.. . . � i� AGENCIES. REPORT ANY DISCREPANCIES-.: . � .
I . � . .. I . . . . . . . . . . i. -888-DIG-SAFE AND ANY OTHER APPLICABLE .
: � I I I . I . .�J . I ... I ' FILTER FABRIC NOTE #1: DRAPE THE FABRIC TO COMPLETELY . . . � 11 I I � . . . .� 11 .. ... . . . . . I
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. I . I LENGTH 161-611 WIDTH 71-611 DEPTH 51-81f . . :. - i . 1�:.. - CROSS SECTION VIEW I", .,,� ! . . ��i.� .. � 'I'll .11 � . . � . -11 : .. I . � . I I I I .... �..... I
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I ! . . . .11 . ED UP � _'�11- , � 1 COVER THE LOUVERED SIDEWALLS OF THE CHAMBERS TO . . . -7 i �D i:� r,_ .. � . � ] � TO THE DESIGN ENGINEER. .
I TANK TO BE WATER -PROOF AND � ALL TEES TO BE LIN � A , . . 11 : I I
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. � . - . Dl�`ECTLY UNDER CENTER -f - ,I - F7`i,",_"',1 �_-`_;�' - "', "' __. - �.�'L - � i , � � � ) k_.",k i� �: . . .
. .; .-, 0 . I I I I � � if I I ,o � � I � 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT
. � . . - % - i- .. - - K 4 14 I'j,"."._.* , , - 11 : I , PREVENT SOIL INTRUSION. FABRIC: SPUN BONDED, MADE UP OF , � . . . ..�
I WATER -TIGHT WITH POLYOLEFIN � . -,. -, , � *�! ii ,� � '! �_, 1 i ,� L.,*� k_,J, 4, i� . ..... �.,,� I �__ D � . .
.:.� � � . �._ k.. 4 (�, i J:-,: I k-. . � .-. . I 1. .. .111'' .... � � I . . . � I I I � .: . 1. . � . .11, 11, I I
. , , � � � I . . I I . . .. � I I ?� RISER OPENINGS I . � NOT TO SCALE I I . : : NYLON FIBERS, HYDROPHILIC IN NATURE - WEIGHT: 0.35 -1 OZIYD2 , . . � �� - I NOT TO SCALE � I . I 1 . I
� I" BACKED EXTERIOR JOINT WRAP , . . . . I . 1. ! � � � . . . . I . . _.____
4 � ; . - _._......_-_._--------_._ ----..------,-- ------- --- . .. . ..... ..--_.__._ 7__,_---__-------J -------,--- .
�� . NOT TO SCALE I .-.,-----.--.,-.,.-.--�....----- _____._____ I � ...... . . -----------" , I I'
-.-.�-111.�.------�------.-.--,�-I . ....... 7--- -- -- --- -__- - ---.I- ________., ..... ....... _.-__.____.._____..__._ .. -1_1.__-_11 . ..... --.--.-.-- - 1. - ___ __ 7 ....... � - - ---- - ----- i----------'--�-'7-'---""'�--- --7__7___________._ ___.___-_,_.-,_____ ----------- --------,---. I I I . 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
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, , 'I REGULATIONS. OWNER/APPLICANTISTO OBTAIN SUCH DETERMINATION FROM
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-1/4" PVC TO HOUSE. JOINTS TO BE MADE NOTE: PUMP MUST BE EQUIPPED NTH A HIGH � E_11,� . I f-� I r`lii . ,�J`
� , I , "", " �� . _�kl -`� i I . �, . I . (d - , , . , tj APPROPRIATE AUTHORITY.
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:, I WATERTIGHT. WIRE PUMP AND FLOATS TO SIMPLEX � . .. . - � -c ,,, `,�, - I Ll . , 1, I I I . I I ; , I . 'I., 1. 11 I . 11 w, , - � - '�o,-�,- , - ER
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- : SERVED WHICH IS POWERED BY A CIRCUIT . . I . . . . . 11 . .... . I : . I 1. . .. . . . "... . I : "JA I 4 . ': . �i:..,. I �, � . JL�j I L I - i! j ct I V�, Amy Vbn�one, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED i
� CONTROL PANEL No. I-CC2 NEMA -1 MFG. HOOVER . . . . I I I.. . I I 11 . .. I . � I I .� ; I � . � IL- ... : INSPECTOR:
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� I . � INSTRUMENTS � ... . I I . ..... : I I .1 I � . 11 I . . I I �� , . . . ; ` � UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAV , i
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. � I.. I � . � . . . PROPOSED 1,500 / 1,000 GAL. TWO-COMPARTMENT SEPTIC TANK . . . . . I . I . .. . I (D L_ �.
I.. . . .. . .. ... . . � ... :. . . . . I . . .. I . . . 0 : 1��' - . 1. - : . F I I .. .f . E.I.T. I I .
. . � .. I .1 % - I . . . . . . . - .. :. I 0 .. �V _. � - - . - EVALUATOR: Michael Pimentel, I -_ I
. � . I . . . � . ... . � - . . . . . . . . . . . . _,�� I I � .. TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20, LOADING. � I
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.. . . . ! . . � .... � I . : ... .1 .HIGH GROUNDWATER EL.= 4.40' 1 1 .1 - . � .. . . . . I . I I . V. - . .... - t, , . . . . . I I I � I � I I i .
.. I I NEMA 4 JUNCTION BOX CORROSION RESISTANT & .. . - ... .. . . . ... 77---!- -,, --...T-- � . ... . ........", 7.. _. I . ..1. I .
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. . . ... ... I . HOISTING CABLE 7 x 19 STAINLESSeTEEL I I .. ... . .. ... . .. . . . . . . . .. .. . - .... . , ... ....:.. _%%�..i . ... v I .1 . .. . .. . . . I C.S.E. APPROVA -99 1 . I 1. . I . .
� . . . . . . . I . . . ... .. ... . .. -_ - _ . 111z . N . - L DATE: I Oct. 27, IQ I
I . TOP OF SEPTIC TANK EL. = 8.17' . . . . . : - � Jr.,- - ,. .. .... . � '111 I
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�� I LIQUID -TIGHT CABLE CONNECTORS SUPPORTED :- I � � . I I . . . . .. , � . .. ..... .: � 1 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
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� � . . I . .1 1. 1/8" DIA. / 1,760 LB. STR . . a I � 11, ..... . . . � . . . . .. . � . � � L I ....': .. �� � ` ' E: March 8, 2017 .
:
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. I I I . � - 2.50] x 16.5'x 7.5'= 235 C.F. 1. . . .. . - � I I . i.. . . . : ... - � . . . .,:�. ... . .�.: It - . . ; 14. WHERE REQUIRE
�: � - .. . . � � i: : . . � � WATER DISPLACED = [4.40' 1 .. :. .. . �. .J I . .. . .. . � - � . . � �� � ��. . . .. � J . �:.. � . _1 %. � - D, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE I I
. . . . . . . . . . � � ... � . . ,I r . . I I . I
- __il � ' TEST PIT#: I
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I . .... �. � . � � � * .. I ��;� � � .�� . I I i I MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. .
. I I . � �� �., I . 11, ... � \ . . � �� - � "�: �/ .
� 1 : CONNECTORS SUPPORTED BY 1-1/4" PVC CONDUIT, I . ; . . . . I [), r i i n' - - "I ==---- - . .. .. I
.
� � � - . ... I ENGTH I . . . .1. BOTTOM OF SEPTIC TANK EL. = 2.50' . . � I . ... . .. ve- * I m :d:. . ;
i . i , . JOINTS TO BE MADE WATER 11, : . � . I I I I . � � . ''I .. a � . . ::,: . I . . .��.:... , . . : . T1 . , i 1
. I 1. I I I _\ .1 I /,-- - F. x 62.4 LB/C. F. = 14,6614 LBS � . .. � . . 1 . . . � �� . � I I . 1__` . I - . I
I I TIGHT I I I I , I ) T� ea ter' �\
� I I 2"BALL VALVE w/ UNIONS SCH. 8,? PVC... WEIGHT OF DISPLACED WATER = 235 C I � � . ! ... . I _ . I . 1. I ;. �.� .1 I I . ;
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� � CY) I _11_�. -\ I I GEORGE FISHER GO. MODEL NO. 560 1 WEIGHT OF 1,500 / 1,000 GAL. 2 -COMPARTMENT TANK = 24,000 LBS I . . ! I I ; I . I ,.:;.,:., .17^_� I I _Z�� 11 : : REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE R M I ; . . .
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I T_ I SOIL COVER = (9.60- - 8.17') x 16.5'x 7.5'= 177 C.F. . . , I , �_ - L LOCUS �i
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i =' � I . � ELEV TOP = 9.6
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� I .C, I . ! FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
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; I f=::::::--2"SCH. 40 TO D -BOX � . I '. 1.%. �.. I , . I . 5 �,q ELEV 4.40'(see adj. below) I
_ I . t, I . . - 'i I ;:��, WATER = .
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; � i WEIGHT OF SOIL ABOVE TANK = 177 C.F. x 1 10 LB/C.F. = 19,470 LBS . I . . I I ,�., � , , \\ I I if - ,. . -
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I . i I . I � ____----21'SCH. 40 TEE w/ CLEAN-OUT CAP 1 I . . . I I ''I - . . � � I- -1 11 :� - I , I I . I 16. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN . . .
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� , , I 1 24,000+19,470 = 43,470 LBS > 14,664 LBS; THEREFORE ACCEPTABLE �, � i "� \ - I - I , &,, .. .
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DEED REFERENCE: LAND COURT CERTIFICATE NO. 192594 . I :.. .. .. .. . ....
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PLAN REFERENCE: L.C. PLAN 11622-A3 � ..... .. . .. .....
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ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. I ..
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OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL � .
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REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. . I I . . � �
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A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
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� DEPTH OF THE BOTTOM OF THE SAS AND EXTENDTO WITHIN 3" OF FINISH GRADE. A � .
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1 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
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IN ACCORDANCE WITH 31 0 CMR 15.401 - 15.405, THE FOLLOWING LOCAL. UPGRADE . I':
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APPROVALS ARE REQUESTED FROM 31 0 CMR 15.21 1:1 . . . .
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1.) A 1.5- WAIVER (10.0'- 8.5') FOR THE SETBACK FROM THE SEPTIC TANK TO THE REAR �.... .. ..
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1. I . I � �. . . � � . � - I I . - . . � f I I < < I I I I I � .. � INSPECTOR: Amy VonHone, R.S. � . . -1 - I � 11 .
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