HomeMy WebLinkAboutEngineered Plan - 2016I . I . I I I . � . I I I �
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i I r TOP OF FND 8.6'± PROVIDE H.D.P.E. RISER � FINISH GRADE OVER D -BOX= 8.4'-+ 1 PROPOSED VENT NTH CHARCOAL I I I
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I . I ___ - I I , PROVIDE H.D.P.E. RISER WITH REMOVABLE, . . I -1 . I I . I . � i .
� . FILTER TO ABOVE GRADE -
I � � z WITH COVER TO WITHIN . . . I t FINISHED GRADE OVER CHAMBERS = 8.5' - 8.71 . I . j ,
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. � ; . I I I SECURED, WATER -TIGHT COVER TO F.G. . . REMOVABLE WATERTIGHT RISER . 4" SCHEDULE 40 PVC MIN. SLOPE 1% . I I . . . I � - . I I
� I . . I FINISH GRADE .6" OF F.G. (TYP OF 3) � � . I TO WITHIN 6" OF FINISHED GRADE I . I I I . I . I I � . I SLOPE @ 2% MIN. . I . i . , - 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION � I .
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I � @ FND. EL.= . . I � . � I . I I I METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE . i
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I I 1+ . I . I 1 5" DIA. OUTLET(S) . I I I INSPECTION PORT WITH ACCESS BOX TO I I I I I I . 'i � 1 ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. I I I
I . i 7.9'± F.G. OVER TANK EL.= 7.9'± , I F.G. OVER P.C. EL.= 7.8 - i I . 'j L 11 . I I
I i � - � 1; � . WITHIN 3" OF F.G. (ONE PER OUTER ROW) . � � � I
! � -1 I � � . I 11 . . I - , . I - . I I . � . . 11 1 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD
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i I . - � - EL.=6.35' p _.______________ -,-- _.._____. -- . _'11� I i __________+ .
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I i . 20" MIN. . 9" MIN. I � . - F_�_ - -_ -----,----**----- - -_ � . . I I . . I I I � OF HEALTH AND THE DESIGN ENGINEER.
i I � . -\ (TYP) -)� � . I I I . I . I I . - 11 -
i I 1 36" MAX. , . . . / I 1 4=�
i EL.=6.85' ,=ftE3, 29- M
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I . � � 2" SCH. 40 1 1 1 1 1 1 � . I � I � E 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL
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. . I : . - I I . 36"MAX. I . . I I I . . � . I I � I . I
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i I TO D -BOX . I I � I I . I I 1. � .1 . BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. . �
. I I � I 1 4" SCH. 40 PVC / 11 x PROP. I I , , I I 1. I .1 � 9" MIN. I i 1 19" MIN. . I I . I .. I . . 1. .
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,_, "'.. 1, , - 1 . _\ I- . I ___/ I I . 36" MAX. TOP OF SAS / B.O. = 7.58' . I I .
i __ W 4" SCH � __ I � I I 1 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE L
I - � �3 3-1 2" DROP MAX. 40 PVC 11 . 1. .1 I I � I t . � - I . . I . I �
; i , � - . SLOPE @ 1% min. � I � . / . I I i . I , � . I THE SAS. UNLESS A I
i - I - -11. - I _,%i�_ 3" DROP MAX. , 9" I TEE I I ELEVATION = 7.58'FOR A DISTANCE OF 15'AROUND THE PERIMETER OF
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I � 1.1, . . . = SLOPE@ I% min.. , I .� I - . I . . I . � I . � I I . . . . � . ETOPOF . , I
; I . I., � ce) �� I f I [ 4" PVC, OUT � I I . I j I . . ,�� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND TH .
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- � - . THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. � � I
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i � , - -tv I U ALARM ON
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i I I `�: INV OUT:.Z . -, -t - 1.08' 1 SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. I
i . I I "t, P-,,�,,"� _/ . " L=6'± I I I j 2" PVC TEE . � - 7 F= * =- . I
r 5.75 -1 - 1 14 � I TO SAS .
, vf 4811 . � i �i_ . . � I . I
! . \ i- I 1, . LIQUID I 1 5.25 1 . I � � I I - . 4_*=Hh:t=1 ,� I T I I I I ; 1 113" 5- I - I I I .
- - _,�_,�` I I I I i I , . _4__7II7=HF EA::i k= n7al . .
i 1_ � , � � b.50 . � :4zf (Typ.) . I i I I
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. I � "', , ._r,._- I � LEVEL I . I . I PUMP ON . I . 0.59' _Mmi 7.13" (TYP) I ,� � 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. .
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- TEE -�� Gi,'J'C� EL,=, --, TEE '. I . \ W - I I 1 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO
I i 11 1.1'TO FND.- I - - AV - -V- G VJ Ccv I E -1.=2.49'L 'D UM I � i 6" 1 1 . ffl F�m _4WW,y d . . 1; I
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� i I � I 1�1 I . : I I -1 2"M N. I � I i BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR .
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I I . I I i 7.37 _/ I - 7.20 1 1 \___� � -2.876(34.5")_� (STONELESS SYSTE : M) � ; . INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING �
= GAS BAFFLE---' EL.=0.73'___%_ I 1� I . 11 7.09 1 :6.50'(LAID FLAT) , . I ; . I i I I . I
I I � EL. 1.18' . . I I I . I I I � . � I . � I ,
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I . I I \ i I I I I . . I APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER.
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I I � 5.00 � . 6" CRUSHED STONE i I 5.0' 1 � � �1 I I i I
I 1 6" CRUSHED STONE .1 OVER MECHANICALLY . . i I i I i (TYP.) I I . . I I , . i
. I I . I PROVIDE WATER -TIGHT SEAL (TYP) J . . 0� W�3 OVER MECHANICALLY i � .. I � . � . . . 11.50, 1 ) 8. ELEVATIONS BASED ON NAVD 88 DATUM OF 8.21'ESTABLISHED ON A NAIL SET IN AN UTILITY .
. OVER MECHANICALLY � COMPACTED BASE �. . I I . I t I : I I I � . . I I I . I ! POLE AS SHOWN ON PLAN. . � I �
� I i COMPACTED BASE I I � . " . � . � COMPACTED BASE ! I � I . . I � 5'MIN. . I . � .: . I ! I � I
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. I I . I I . � I i 25.0' , 4'PROP. . . . I . I � . i 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION .1 .
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� I I I LENGTH ILE WIDTH 5'-8" DEPTH -2:L LENGTH 8'-3.5" WIDTH 5�-5.5" DEPTH 5'-7.5" i 5 OUTLET DISTRIBUTION BOX I j . . I I � . � 11 I .
. I I 11 ! I � � I I I I I . I (SEE NOTE 21) 1 1 . � I . . I . THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE . I
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. I I � .. A � - 'I 1, i TO BE INSTALLED ON A LEVEL STABLE I I . I AT 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY I .
I � I 1 1,500 GAL! ONI Sf�__-.PITII'-,�j Ti-,K`�, . -1,000 CA' LQkll � P (',`�HP'j 1,3,1`_4r�?N i . . I . � = I . .
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I I I I � _1_.__-_..______.________ __ - . - - __ .. __ � -"I- ______ I ..---..,.-. I : ! I BASE. FIRST TWO FEETOF OUTLET I . I GROUND. WATER ELEV. 2.49 1 1 1 � � � . .
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I I . . I .. I � . I I . I . . . DISCREPANCIES TO THE DESIGN ENGINEER. . . I
I . - . .1 I � -PROOFAND! PIPES TO BE LAID LEVEL. I I I . i I � I I I I I
I . I ALL TEES TO BE LINED UP . . TANKS TO BE WATER I � . . I I I . � I � - I I � I
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I . I I . . � I � I PROI-il"TE --R EEND �, , I 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE
I DIRECTLY UNDER CENTER I . . . WATER -TIGHT WITH POLYOLEFIN I � . . . I CHAT BEPR i f,- : I C H A k,i Bf 11EVV 11 I . I
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. j I OF RISER OPENINGS I � TANKS SHALL BE INSTALLED ON A LEVEL STABLE BAqf= BACKED EXTERIOR JOINT WRAP � CROSS SECTION VIEW . i I I I . I I � I I STRUCTURES SHALL BE MADE WATERTIGHT. . - I I . I
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_Ilt �� r �iii 1�� ,A'.�� I *r,r,,,J1 il-I �, i y ,��V 1, !_.� 11_ "I I i I 1. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR
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. � I z- i.. -i � - -7 1 0 - ,._,� C", _,_�, , , - � I-" 11`�' f '_ " L' . � NOT TO SCALE . , . I � i � � I . I I I � � I . I ZONING REGULATIONS. OWNERIAPPLICANT IS TO OBTAIN SUCH I I
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_ I " - . , ']. E � , : � " � , t� -, I'l- C i,:Z "_:: ,z,,_3� -----.-�.--.----.-.---,--.-,--�--� -------------r ---------'-'-----"--------------------------------- _____________________., _ - . DETERMINATION FROM APPROPRIATE AUTHORITY. I
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I _ , .N � 1, , i 1� i _", i . 500' G,/` LL i 1. , �, ,� I
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T I � . I I I NOTE: PUMP MUST BE EQUIPPED WITH A � I
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I I NOT TO SCALE �� I . I
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i I I . � ! HIGH LEVEL ALARM LOCATED IN THE .
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I . I � ! INSTALL 1-1/4" PVC TO HOUSE. JOINTS TO BE MADE BUILDING SERVED WHICH IS POWERED BY
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I . . _" I ", I V !, � -6 .,i,.� I I-,! I WATERTIGHT. WRE PUMP AND FLOATS TO SIMPLEX � A CIRCUIT SEPARATE FROM THE CIRCUIT
I I 11 " ,il "-- I !,--,,. L k,�, -U ii � lk,.�, 11 1�;, I �
. � I I I I I � %'� � �, i ) % i I' ,�_ 4 �_ �. i !� i I I I ,
I I I I CONTROL PANEL No. I-CC2 NEMA -1 MFG. HOOVER TO THE PUMP. . I I
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I I i . � . I I . I . - . I I I I .. I INSTRUMENTS. . I I
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I . I I I � NEMA 4 JUNCTION BOX CORROSION RESISTANT &
I i PROPOSED 1,500 GALLON H-10 SEPTIC TANK: . PROPOSED 1,000 GALLON H-10 PUMP CHAMBER:' . I I I
i . . . I LIQUID -TIGHT CABLE CONNECTORS SUPPORTED. I I HOISTING CABLE 7 x 19 STAINLESS STEEL
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HIGH GROUNDWATER EL.= 2.49' 1 1 1 1 HIGH GROUNDWATER EL.= 2.49' j . . . . 1/8" DIA. / 1,760 LB. STRENGTH . I I I
I I TOP OF SEPTIC TANK EL. = 6.85' � . TOP OF PUMP CHAMBER EL. = 6.35' � I . I CONNECTORS SUPPORTED BY 1-1/4" PVC CONDUIT, I I I . � I . !
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I i BOTTOM OF SEPTIC TANK EL. = 1.18' 1 1 . B -FTOM OF PUMP CHAMBER EL. = 0.73' i JOINTS TO BE MADE WATERTIGHT . ' f
I 0 1 1 2"BALL VALVE w/ UNIONS SCH. 80 PVC i
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I ! WATER DISPLACED = (2.49'- 1.18') x 10.5'x 5.67'= 78 C.F. WATER DISPLACED = (2.49'- 0.73') x 8.29'x 5.46'= 80 C.F. it I , % - - k -r- "I i .560 i
. t . = N GEORGE FISHER CO. MODEL NO. I .
i WEIGHT OF DISPLACED WATER = 78 C.F. x 62.4 LB/C.F. = 4,867 LBS . WEIGHT OF DISPLACED WATER = 80 C.F. x 62.4 LB/C.F. =4,992 LBS i I cf) � . �
. � � 3". 1 ---- 2"SCH. 40 TO D -BOX . i
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. ' WEIGHT OF 1,500 GAL. H 1 0 SEPTIC TANK = 12,000 LBS . . WEIGHT OF 1,000 GAL. H-10 PUMP CHAMBER = 8,�00 LBS I t . I � . :9 �
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I � . . i = I I I - __-- 2"SCH. 40 TEE W/ CLEAN-OUT CAP !
I I I SOIL COVER= (7.8- -6.35') x 8.29'x 5.46'= 66 C.F. � I ! I
� SOIL COVER = (7.9'- 6.85') x 10.5'x 5.67'= 63 C.F. . � I to . . I ALARM ON I . I I
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I WEIGHT OF SOIL ABOVE TANK = 63 C.F. x 1 10 LB/C.F. = 6,930 LBS WEIGHT OF SOIL ABOVE P.C.= 66 C.F. x 110 LB/C.F. =7,260 LBS I 1 r': j � � 4.0' 11 I . . � i
. ; I 11 a. = U . I � � I I '�_� �
. 1 12,000+6,930 = 18,930 LBS > 4,867 LBS; THEREFORE ACCEPTABLE 8,400+7,260 = 15,660 LBS > 4,992 LBS; THEREFORE ACCEPTABLE 1 to Lr) _F LIQUID /
I I . I I � I (� I I . I .. ,��,,��,.pump \ 1/4" WEEP HOLE IN DISCHARGE PIPE �
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i I I I LEVEL. b I
I ______-___ --- ,---------�-------------.�--------.---- -.------. - -------- -------------,- ----.----�.�-.-.--,.--,--,.--��.--,--,�,-----.�-�----.�----.�.---------.---- ;it . . \ I
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, . � I � PUMP C� '\-2" BALL CHECK VALVE SCH. 80 PVC 1 00
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I I . . I . . I / OFF P.S.I. FLOWMATIC MODEL No. 208S i
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: . I SWING TIES I I I . PLAN NOTES: I � . � . � I I I . I - I - I I / / I I I % I I I
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DESCRIPTION I
HCA
HC -2
SEPTIC COVER IN (1)
1 1
26.3'
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17.4',
SEPTIC COVER OUT (2)
327
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1 235
PUMP COVER IN (3).
37.0'
114.4'
1
PUMP COVER OUT (4)
. 40.5'
19.8'
. -
CHAMBER CORNER (5)
57.7-
1 36.0'
CHAMBER CORNER (6)
66.6' .
147.2'
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CHAMBER CORNER (7)
55.9'
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49.4'
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CHAMBER CORNER (8)
44.8'
387 1
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. 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF, EACH SEPTIC I . (2) WIDE ANGLE CONTROL FLOATS . I b Fb I . \_ 1/411 WEEP HOLE IN DISCHARGE PIPE , 1
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SYSTEM COMPONENT. . I I � � I I � I (BARNES 073618) 1 T_ . I � I
. . I . I . I I 1: PUMP ON/OFF 120 ACTIVATION 1 2" SCH. 40 PVC DISCHARGE PIPE I .
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2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED i � I � I i
I . 2: ALARM ACTIVATION I \ BARNES SE411 PUMP 0.4 H.P., 115 V, 2' t
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I LEACHING SYSTEM TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOV\IN ON THIS � i . . � I �
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. I I . DISCHARGE PASSING 1-1/2" SOLIDS OR i
PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT I . . . � i
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. CONSISTENT WITH TEST PIT DATA. . I I � I I APPROVED EQUAL .
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3.) ALL PROPOSED WORK IS LOCATED OUTSIDE THE LIMITS OF A DEP APPROVED ZONE 2. 1 . . . I I I -, i. !� - r -, � I i
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12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
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1 PERC NO. N/A �
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I UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR I I
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i INSP I ECTOR: Phil Renaud, (BOH)
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. . TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. . �
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. � EVALUATOR: Michael Pimentel, E.I.T.
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1 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
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lt C.S.E. APPROVAL DATE:' Oct. 1999 -
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i 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND . I I
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i LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN I I
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� I DATE: December 2, 2015 .
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i COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN .. I I I
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. I ELEV TOP = . 16.82' - I
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1 ACCORDANCE WITH 310 CMR 15.255(3). 1 . I
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I I ELEV WATER = '2.49'
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15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
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SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
PERC RATE = < 2 min./inch
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16. PROPOSED PROJECT IS LOCATED WITHIN: I 11
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DEPTH OF PERC = 24"42"
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ASSESSORS MAP 33 LOT 326 1 11 .11,
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I TEXTURAL CLASS: I j I 1 �
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I OWNER OF RECORD: THEODORE L. NICHOLS . I I :
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I . I , . MARCIA E. NICHOLS . . . 1. I I �
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! . ADDRESS: 213 SWI FT ROAD I .
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Loamy Sand
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I I Loamy Sand
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- Medium Sand
2.5Yr 6/6':
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Fine Sand,
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0.0/- i � I . WHITINbVILLt, IVIA U-1000 I I .
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6.57' 1 1 . I ! :
AS SHOWN ON COMMUNITY PANEL# 25001CO589J I
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4.821 1 17. PLAN REFERENCES: 1. PLAN BOOK 161, PAGE 109 1 � I I i
1 2. PLAN BOOK 75, PAGE 27 1 1 1
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1 18. DEED REFERENCE: DEED BOOK 6768, PAGE 325 1 1
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3.32' 1 19. ALL DISTURBED AREAS SHALL BE RESTORED TOORIGINAL CONDITION, I � I 1,
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2,49' 1 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY ,
2,16' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY I I .
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1.83, i FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. . . I .
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0.33' 1 21. IN ACCORDANCE WITH 31 0 CMR 15.401 - 15.405, THE FOLLOWING LOCAL UPGRADE
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I , APPROVAL IS REQUESTED FROM 310 CMR 16.212: 1 1 . �
I (1.) A 1.0'WAIVER (5.0- - 4.0') FROM THE MINIMUM SEPARATION BETWEEN THE ESHGW . I
I I AND THE BOTTOM OF THE PROPOSED LEACHING FACILITY. I . .
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i . ,Permit valid for RFPAIR 0F SEPTIC ISYS,14"Ni
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I I I ONLY�,due to State and l.ocal septic �ariancxs,
I � � . . . I Board of Health review an(jalwrov � it, is reftuired for .
-9171 1 1 1 . � . .
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� � I I ,. . "�IER (TOP EL.=7.6'; SO i ___.____._: ____ ------ ______._ -uctril vshl%Nelliqg�
� I . . . � I . I . I I L!, L i REMOVE UNSUITABLE MATERIAL DOWN TO TOP . . I . I --,,, - '; �, I ! sewage facilities and/or sti I . .
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. . . . I I I I I i N�lf 7 , I t I I f�, i- ,,., tt-- �_ � I I I I I
. . I . I I I I OF "Cl" SOIL (i.e. EL.=4.82') AND REPLACE WITH . . . � I � �� I � 6 ,_,, ;_ � , �.
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I . � . I I I . _.: �� ", �' - - " � % , " ", t 1; � , �, _;_2 c, CLEAN, COARSE SAND PER 310 CMR 15.255(3) 1 1 1
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I I . I I . MAP33 . I.., � .� .4 I "" . _ -,. I . I I - I I � I . I i . . . . APPROVEW I I
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. I I . . I . I � 1� � I , � . -1, . I I I I - I x5O.O' EXISTING CONTOUF I . I I �
i I I I I __ I NUMBER OF BEDROOMS (DESIGN) 3 MIN. PER TITLE.5 I i
.. I . � I . I I . . � 11 . -.-- - , PROPOSED TOTAL 20 ARC 36 (#3613BD) . _-� i < I I ,� � I . I . I . � . . I I . I I I
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. . . � . I .� I 4 � I I 110 � --- 50 - - - EXISTING CONTOU 1 "_
� I I � � Z - CHAMBERS IN A FIELD CONFIGURATION I DESIGN FLOW � i . __ 4_2
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! I I I I . I � 11 I � // I PROPOSED 4" PVC VENT PIPE; LOCATION I TOTAL DESIGN FLOW 330 GAUDAY = I . ... � 1: ..
I s ., I . . __ .1 1-- . � , -,, , , N870 43'00"W . . I 1� I � 'V I . - '�< . � . I I . . � I I i
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. � , - _ �� 2 -I �, ��, i\ A , I ' /� 140.001?\,__-,_, -,"_ -.",-- _,_,_.___-MM� ... I i I -���,,��,,��,,��,,��,,��,,��,,��,,��,,���,����������I PROPOSED CONTOUR . � .
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I � . � I I I � , � I USE PROPOSED 1,500 GALLON SEPTIC TANK �
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:�; � I . i I \ I � �'111.._, Z-) I T � � I I . EXISTING OVERHEAD UTILITIES . . � �
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I �� I K . . I I -ARC 36 (#3613BD) CHAMBERS , i ! .
; ,2 Oi-ii'P" POR i VOTH ACCESS BOX ,
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I . i . � . I \ 1z � "I, � I � . . - � I . . .1 , I I li . .! I I I I . I . � i
; . . \ I .. SYSTEM CAPACITY I .
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I I 1. ui I I \ I '\ I--,' I � ___ (8) � I . , `� I i . I I -10 SEPTIC TANK i
-
. I __1 I - = . I . . LOT 326 1 \ EXISTIfIG I \ . I I I . (7) -7 _____ I I . 1P., I I I , (TOTAL L.F. OF CHAMBERS) (4.8 SF/LF) (0.74 GPD/SQ.FT.) = GPD I . PROPOSED 1,500 GALLON H � . I
I I C) 80 , . \ I \ -,-- // F87j____ / . __� ; � I I I � I I .
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''I I � I I _� ,
- �� �� ,, ii ii ii �� �� �� �� 11 11 11 11 11 11 11 11 11 11 _�__ . . ____ , I I I (100.0') (4.8 SF/LF) (0.74 GAUSQ.FT.) =. 355.2 GAL. LEACHING / DAY . � . I .
I 0 ..< .
11,� - Irt 8,276 S.F.t I � , 2-BEDRCOM I � -111- . I 1 11.5' 1 1 . , i � � I I
I i . . �__ � , 1 r- t,.: . I � . I � 1 8 "� ____ i, � I I I
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I I I" � . I \ � . -�, I � -
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I 0 L >< & C14, . \ I : ; i_� 11 2.0' f I . ! . ,
i I . __.: ,_ . I \% 0) 11 . - e , ___�_ _� 11 � I � . TOTALS: I I � EE
. I ! I 0 � I 6 T_ :11 TOF=6.6'± - . 11 ---' - � I 1 -7 � 1 815' 1 1 . I I I I
X o U_ � I . � � I I \,! _ __ . . , 0) I i . I I � I
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� . . �_ i , I z I I - - 1, * � 4 I I V_ ! TOTAL NUMBER OF CHAMBERS: - I . I 0 1
1 <�- \ f � I . \ . ," 1. __ , � � I I I ,, . A I � I
. � > � I . � I .: i� � � , __ � 1, X6.8'
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I W < ; " . I " , �, 1 (2 1 . ! I
� . j LIL I I \ I 1� \ - ) .1 � 11 i . TOTAL NUMBER OF COUPLINGS: 0 1 1 1
, I " : (9 i ! PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
I ! � . . . � (9 . i 1-1 I I \ . I . . I . � . � I . I I
. t � LU - - i �� . , IV I . i � I � . . CL I . I I I
I I _ '.1 � I I . 1 B�H. \ .X*X - I � . I . � I � I � I . I i TOTAL LEACHING AREA: � 480.0 sf , . I ., I I . I I I .
; Q 0 6 . �1, I I I I �11 I � L � I . _7 I !
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! I I I - " : . . . . 1< � � I � L_ I - 1____� 11 . I � I . � I I . ____,_
- - - - 1-7 , I I - . . � I TOTAL LEACHING CAPACITY: . �
I ;j i � , I . 17\ I - ,I _� , �
.: i I 9i ) I . \ i -I I 4, , , I � (O ; 355.2 5Ccl PROP. 2" SOLID SCHEDULE 40 PVC FORCE MAIN
, . , ',� � 77 - , 4.9- _A�� 1, � I
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� i I I A I . I . 1, I ", . . I . � 'LA"', . - I . I I I � ; = PROPOSED 13" HIGH ARC 36 (#3613B . D)CHAMBER
_j - W1 , I HC -2 I 0 � . . J I I
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I . . � I \ \'- \ \\ \ \ \ \ , I I I � : � I I i . I . . . I I 0:. . 1 NOTE: � I . � I . I � I .
I . � \\\\ \ I I I to - I .
i - .., I I 1 ...,-,8 � I . �, I . I . . �, MAP 33 - I . ' I . . I . 1. � I
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I . LLI � � __1 j" �,; ----"T! -m� P �\_ -,�,�-\�\�_\.I\.�,_�� . \\�\\\- \.\� i >�, (3) 8j7' 1 i .
I . I 11 >�' I . I I � EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE . �
/_ __/� , r� , I _iT11 2.8 ; x6.7', . . , . � . � I
� . - 1, I- �, - 1.11 . � . . - , i I I - ....... �_ I - . I . � �� LOT 316 � I . � . .
I I . I __ , F � , � � ,�>�j 7� � I 11� - � , 0 1 . .
� I . ['_�_. e, V . I � . _�j"il . ("9 1 1 1 1 . I - DEPARTMENT OF ENVIRONMENTAL . 1.
I - I" . -,,, , 1- - ,\ I - �, � i", --j, . :f (4) 1 1 1
j . __ - I � - __,-_-! . C, - _." - t-) 11 . . . . I I I I . I I I % I I I
. . I ,.- � I I I LETTER CERTIFICATION FOR GENERAL USE ISSUED I . I . .
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I ! I I - V;1V __ - , _'_.�1_____1_ 11. 1_:-_� _____� ____, I I I , I . . . I . i BY I APP'D� . DESCRIPTION � I
f � _�:_"11: . 1. I - . - JUNE 12, 2015; , I I REV. DATE
. '�______ --.-.---- - i'; � - V X7.6' . � INFILTRATOR SYSTEMS, INC., DATE OF REVISION. -.------------.--.------
I � .. __ / 1 - "7_1 I I , , T I
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N- --w-w-W i I .1 ? � I . . I . I I
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� I I . . . I I -w-'J�`--w-w-W ___ _e� W - W _-Z "I �1_111 PIN- TRANSMITTAL NUMBER = X264258. :
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§ - I i . � �;,�!, _,-, I . � �, - I 1?il_�., I I 1____ -----,-- _____ ____ --- .---------, ; ____________
I � I . . ,� . D SEPTIC SYSTEM UPGRADE
! I I I . 1 (5) ", 0 1 1 ,
.1 Benchmark i I 1�'1,11�',, . � I . I a i " 11 C) - � I I i . I I I . I 0 It, kLA4,44 f
� . i . -, M 1. 11 I 11�i�? I (- , , . I I I �-, - � "" - ------- - � i� 0 , � I I I . �
_'__ R .2� D!P?, , " � A ", � I '�, 11 777777 - . ` .. V * :71 , PREPARED FOR:
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I Nail in U.P. #8 1 -1 I � (10 . : I � " �. 1�1 --Ie.�, I
1, . - I . CO I � / . . I/ DOSING & STORAGE REQUIREMENTS ..
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I., Elev. = 8.21' 1 -1-! I - . i I ,6x8 % I ,I I , , I
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I i ;_ I I � / . i ,TP1 2 1 1 ., . C14 1 �� �1: I I I
I i I , 1.� L I'. '. ___________ _ 1 X7.5' 1 ., : / � . . � . _.? __ CAPEWIDE ENTERPRISES I
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1_.1 __ L ------.------- . , I � . - ' .
NAVD88 _____,'1. . I � I . / / 0 DESIGN FLOW. 330 GPD I, � 111�zl,',
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