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PROVIDE EXTENSION RISER
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ALL INLET &.OUTLET TEES
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� . 60" LIQUID
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. . I I . 1. I I I � I � � . PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE . . . : - ��, 'A .1 ,� � J.r 1: I z
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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
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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 � � . �
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� RISER TO WITHIN 6" OF FINISHED. GRADE , , . . .
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. . . 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 :
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. � � � 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. � .
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� ,f---------- I . 4" SCHEDULE 400VC , I . � I I .
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. . . � . TOP OF SAS = 1 1.90 . . _: . � i DESIGN ENGINEER. I I � �
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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
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� . 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 . . . . !
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. 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
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Fil � I ELEVATION = 11.40'FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLE i
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I I I = = = = = = = 1= . = , j 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK i
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; . - . . I i I � . 00 . ! . � I FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS . �
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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 �
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i . . . . I I I .1 COMPACTED BASE , 1. . 5 OUTLET DISTRIBUTION BOX 1. i . I I I �_ - - I .1 I
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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
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. . . � 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
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� EXISTING SEWER PIPES AS SHOWN NOT TO SCALE I I t It . I . . I NOT TO SCALE I I
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I .1 _ - I '04 �� , , =:;4 5� , - _� Amy Von.hone, RS ,
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! I . . i.� "o, , I _ 12 ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H I I
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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
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� ONLY, d' .. , I., . I ".,::� I 11�`'��,il�ll it i � 0 i . -20 LOADING. I .
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�� ' 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
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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.
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-1 I . I . I I I � . I __ - I - t August 16,2017 1 � � . I . .
I � N G . I I 4 , -- � - "" , 'i DATE: I
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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
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I 1 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE I I . . �� / SWING -TIES o . I I i TOTALS: . � I � � I .
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� SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS � . I . I I � I . . 11 I I . .
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I ARE NOT CONSISTENT WITH TEST PIT DATA. . . � . � I . . I I . . I I I I 11 I . I . I 1; I
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� p 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2. 1 . I � I . I
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. 1 4.) GROUNDWATER ELEVATION OF 2.90- NAVD 88 DERIVED FROM PLAN TITLED "SITE I I 1. 11 I . I . �
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; PLAN FOR EDWARD PERRIN, 160 BAYVIEW STREET, W. YARMOUTH", PREPARED BY � . I i . I �
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. , RONALD J. CADILLAC, DATED MARCH 31, 2000. - I I � I I I . � I I
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. 1 5.) MEAN HIGH WATER ELEVATION, AS SHOWN ON THIS PLAN, WAS BASED ON THE U.S.: . . I . I . . I .
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. � DEPARTMENT OF COMMERCE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION . . . . . . . I I . I . .
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I . I (NOAA), STATION ID: 8447605; STATION NAME: HYANNISPORT MA; ACCEPTED I � � I SITE PLAN . I . .1� .
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DESCRIPTION. I
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HC -1 I
. HC -2
HC -3
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TANK INLET COVER (1)
23.18'
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22.4'
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TANK OUTLET COVER (2)
.
31.9'
.
.13.8'
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CHAMBER CORNER (3)
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1 39.8'
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CHAMBER CORNER (4)
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54.0'
.
. 26.2' .
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CHAMBER CORNER (5)
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55.6'
32.6'
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CHAMBER CORNER (6)
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14.7'
-
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44.3'
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i TOTAL NUMBER OF CHAMBERS ____6 - , . 11 I . .
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.
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I TOTAL LEACHING AREA 753.8 SQ.FT. I . I .
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� � PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE I
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