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I . . . . ,I, I . FINISH GRADE OVER D -BOX = 14.2'± 1 1 . . I . . I . I � I I j ! . (N F117 , I I- I-, I , I.., j-'----_ �
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T.O.F. EL.=. 15.4'± 1 . . i � . -1.1__�,.,, ;,� iiI I , � .
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I . ! � RISER TO WITHIN 6" OF FINISHED %GRADE . I . I . I 1 - UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CTION I I
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I FINISH GRADE. . OUTLET TO WITHIN 6" OF F.G. . � � I I I . I 1. SLOPE @ 20% MiN. OVER SYSTEM � . STONE TO CROWN OF PIPE � .
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I I i I . I . . f . . I I METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
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i @ FND. EL.= 14.0'± . F.G. OVER TANK EL. =14.0'+ . ) , . _5" DIA OUTLET(S) . l � INSPECTION PORT WITH ACCESS 2" OF 1/8' TO 1/2" DOUBLE � ; CODE AND ANY APPLICABLE LOCAL RULES. . .
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I . I ----C=L-- . - � I I � . � BOX TO F.G. (SEE NOTE #21) . WASHED STONE � I
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I I . I- - �_Ii.� Z� � . - I � PROPOSED4" I t 9" MIN. I i . . I � I . I i � .
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i . ., - 1. �. I � I . . , I , I SCH. 40 PVC i . � � I I PLACE RISERS ON . i . 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL . I
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. -_--_.11___ � _t�_., 2" DROP MIN � ,7 ; 36'± . 11 . BREAKOUT EL = 10.97 1 .' � ! 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN I
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. � . I I I . . I I . I I i . I . I I ELEVATION = 10.97'FOR A DISTANCE OF 15'AROUND THE PERIMETER. OF THE SAS. UNLESS A �
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i SPECIFIED DROP BETWEEN 7' '. . . � I � I . C> I 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
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. INLET AND OUTLET I i I I � � 1211 1 9D OD I I � I I I
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i � I . 1 900001 � I I 1 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
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1 � EXISTING SEPTIC AND REPLACE AS � ; � 6" CRUSHED STONE
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i I . . . ! I PIPES TO BE LAID LEVEL. . I ; i 11 �, .� J_ . 4'PROVIDED : -
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i I I I I i . I . . . � � I . I . � THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT i
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I I �, i 11 7 t , - -,,,, !,_':� , - � � I 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. i
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I 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE . .. . . I / I J,k i 17 N '1_11 k,--,1 'l, i. 1__,��111.1 1. ;,�. 11 - . I Waterfield (BO ;
� I I . I ; . � I I 'x ) ", I I- I �.'__� � -� n _;��___, i INSPECTOR: Phil H) � 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
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. . . 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE � I i I . I � I I I I i I i i, . I 11 ;! �i I /��-�' _�, 1,�,��'�q I - .j r - _ -c.lit'. ,1� I �%��,: k I DATE: Oct. 27,1999 � I � . I I . � I 111
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I . I . � I I ; 1 �, . - ';, " - j 13. � DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
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I I . . LOCATION OF THE. PROPOSED LEACHING FACILITY TO : I � 3 -BEDROOM I __,-, _N 1 -4�--�-- �,� , �,, �x - . 1--l-, , - 7� ' DATE: May 9, 2018 1 1 - . . �
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I � I . - / 1,1� I , ". 11 -.11A. ,,� � �, , % .. "L"\ ,", I i-1-11- I 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
I . I I ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS I l I I I I � I __ � I L - - I I'!
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I � I I M � �t , i DV,�IELLING . I - , �'_� , . " __1 I ,., \ -��,i - I 5�12, , , � - , ; "� " I., �' - - MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
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I . I I I � ,;,�, � _ , 1, , (,,� i, � \ ".".."", " ', ,'7� �'� . . - . - I FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
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I \ REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
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I I 1 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A MASSDEP . . I I . I I I . I L 1-1 -1 � , �� __; � ��, ) : 5.47' - I I I
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AS A COURTESY FOR THE INSTALLER. INSTALLER SHALL . � I -, _ � I
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I VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO . . � I - . \ , I - "-. i . ASSESSOR'S MAP 149 LOT 60 1 1
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� EASUREMENTS APPEAR TO, BE INCORRECT. . , . I I . � I i I � I . . \ . I-' "' L , ' . � ) I.. � - i� -, "' I . . I . i
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DESCRIPTION
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CORNER OF STONE (1)
18.9 . 1
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21.7'
.
CORNER OF STONE (2)
28.0'
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. 31.8'
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CORNER OF STONE (3)
1 47.1'
. .
34.1'
CORNER OF STONE (4)
40.6' 1
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29.8'
13.1'
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AUUKt=z)b: . 1-0 BOX 213 � . . . .
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12.47' 1
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. . . - YARMOUTH PORT, MA 02675 � � I I
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FEMA FLOOD ZONE X I I
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12.13' � .
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DEED REFERENCE: BK: 25323 PG: 125 1 � � I I
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PLAN REFERENCES: 1.) PLAN BOOK 248, PAGE 93 2.) PLAN BOOK 624, PAGE 81 .
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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 I I
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. REQUIRED PERMITS AND APPROVALS FOR, THIS PROJECT. . . .
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. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A . i
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REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. .
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PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY I
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FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY I
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FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. I
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IN ACCORDANCE WITH 31 0 CMR I SA01 - 15.405, THE FOLLOWING LOCAL UPGRADE I .
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APPROVAL IS REQUESTED FROM 31 0 CMR 15 212M 1: I .
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t . . � . I I 1.) A 1.0- WAIVER (5.0'- 4.0-) FOR THE SEPARATION BETWEEN THE SAS AND ESHGW.
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