HomeMy WebLinkAboutEngineered Plan - 2018I
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, I . I I . I ISH GRADE OVER D -BOX = 14.2'+ . I I . I I I . I . !'- J, ` �,,,
I T.O.F. EL.= 15.4'-+ . . I I .. I � I . I I I .1 . .1 I .Fl . N . . - � . . I I I .. . . � I . k, _',',,',, �', ��,'_',, _-, I , , " f - I
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I I I . I I PROVIDE EXTENSION RISER I I t, I I .� I i 11 I I . . . I . . . 1. . I I I I 11 I . . - . . �
I 1 1 . I � I I . I I I I . REMOVABLE WATER -TIGHT COVER OVER i - FINISH GRADE OVER CHAMBERS = - 14.2' � . I 1 13/4" TO 1-1/2" DOUBLE WASHED I I . I
. I I ! r 13.8' 1 �
I � I I I . I 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
I I . . WITH COVER OVER INLET & . . � � . RISER TO WITHIN 6" OF FINISHEDGRADE . I � �
. I I I %Zl I SLOPE @ 2% MIN. OVER SYSTEM I . STONE TO CROWN OF PIPE I
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. I FINISH GRADE I OUTLET TO WITHIN 6" OF F.G. . : I i I I . i i I METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
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� I � 1 51 DIA. OUTLET(S) , � I ITH ACCESS ;
I @ FND. EL.= 14.0'+- F.G. OVER TANK EL. =14.0'+- , 'i I . I � INSPECTION PORT W I 1 2" OF 1/8" TO 1/2" DOUBLE ' 4 CODE AND ANY APPLICABLE LOCAL RULES. I
. . i t . I � � 4" SCHEDULE 40 PVC MIN SLOPE 1% . � I �
__ - __ 1 �_______ ----------------- _____________ ___.____ __ ----------- ___ i ________,___1_- ...... -1_4 - ,- _ ------- -___.__-_1 _________ ; . . BOX TO F.G. (SEE NOTE #21) . � WASHED STONE .............. � � - . i I .
I i � � � I i .---- -1_-___ F . -,-- � � . � I � 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE I �
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. I i . / - , � . )- , I . ! I I . � I � I � � . . I I . I I . . � 1 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL .
I 1. : � 1 7 . _ ---1__._ - 11- I -.1. I 11 I 11- I - I -1 -1 � I—- 11 I , 1 36" MAX. I I . .
I . I � �_� �_ I . � I i I i . I I PLACE RISERS ON � . �
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. � -_, � � 11 . . I . I . I i TOP OF SAS= 1 1.30. . I . i I
i . 1�1 I - - ;', �'�� i . . I . SCH. 40 PVC I . � I 9" MIN. . - I _RWISE NOTED. . I I
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t . I � . . � SEWER PIPE � I CHAMBERS WIPIPED i . I � I i
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I ; . � I.- � : I __:�� - � I . 1 10.47 36" MAX. . � f I I I I
. . ,�,_ I—— , - - . I . . .. I I INLETS TO 6" OF � 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN I .
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I i I .1.11 6" 319 . . 3" DROP MAX F I I ! L=36'-+ I I � . � I � .
� - 3" 9" 11 . BREAKOUT EL = 10.97' . I . . i i
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. � I . I I � �� . I - MIN. SLOPE@ 1 % i I �_l I PROVIDE WATERTIGHT I . I � � I . FINISHED GRADE '� ;
. � . I i � � . I I - � i . I I I ELEVATION = 10.97'FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 1
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i --I 1 14!' � . I n i T . 2 C1;%Ck;P � THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. i
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I � � . I . . I ! SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. I � I I I I . . I
. I I I CONTRACTOR TO PROVIDE I ' l LEACHING FACILITY � I 1i = �= = . 0 = = = = = = = = 0 = = C>C:) � . I
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i SPECIFIED DROP BETWEEN � ' , - . -1 I ; I I I . . < I . .
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. I I I INLET AND OUTLET . � . : . � 12-1 i I, C�lc:) OD I i
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i . . SHALL I C 001 1 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
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i I I I I � , ; . OUTLET TEE. ; 10.77' MIN. 10.60 . I � . . I I I � �
. . I : SHALL VERIFY SIZE 48" VERIFY CONDITION OF � I I t I . � � I
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i . � It EXISTING SEPTIC AND REPLACE AS, I . ! . . i � I I I . I - - I . 1 4.0' . . I.. I FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS . ;
. . � , � � : . OVER MECHANICALLY i I I . I I I I I . � , 3.0' : � '
i . I ; . AND CONDITION OF EXISTING TEES ; � . � � ; � . V .. i . LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK I
. . I I t . . 2.0' 1 1 2.0' ,
i I I I . � i GAS. BAFFLE ; 6" CRUSHED STONE � 6.0'
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. ! ; ! � � NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
i . I I TANK I NECESSARY I � � . I . I � I COMPACTED BASE . ; -VARIES- ) � (TYP.) I I I
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I � . .�, � . I I ; 5 5 . GROUND WATER ELEV.= 5.47' (moftlinq) I - 11.01 I . � I i
. I � I OUTLET DISTRIBUTION BOX - 9.14 f I . . � I
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1 1 � � . i TO BE INSTALLED ON A LEVEL STABLE . . I i i
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I I . I . . � I I ;, BASE FIRST TWO FEET OF OUTLET f L , i 5'MIN. REQUIR . . I I j " . I
I I � I I . � .1 ' I � i I , 4'PROVIDED � - � . . � . I %1- . � ; TY LOCATIONS PRIOR TO CONSTRUCTION I .
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. I I �PIPESTO BE LAID LEVEL. . i . I , -, 9. CONTRACTOR SHALL VERIFY ALL UTILI
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. I . : EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK I I I . �, . I . I . . I . I I I (see Gen. Note #23) 1 . � I I I . I I THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT I
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_ _ __ - " -1 I T� �, I I "I I - ''. -1 . . ill I I . I CROSS SECTION VIEW I I . � 1 1$ �. I � , I � I � I , I -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES.. REPORT ANY DISCREPANCIES
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i %.'', � ;., : : �!_ _t: t: ,_,:� r �- � . NOT TO SCALE I i NOT TO SCALE � NOT TO SCAL I 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
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I I I I � I .1 j I i . _1-L__',.- �)., - - 1I.-.1, ", -.1 I 11 _' 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING I I .
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. � ., .; ,��_.. � / . �r,� _,� __ � ", 1 1 1 1 '. 1, /`_k 'A I REGULATIONS. OWNEWAPPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
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I . � I PLAN NOTES: I � I � ;., . . 1,,ei� i � � I � ': , .,� �: -, I ,;+��,,�_:: - - ", ,� �/ ,Z� � �, � I I
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i I � . _�> � I _j.-_, 1 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
I � I . . � I I : / , �, I , 11. � ,��-,..'� INSPECTOR: Phil Wat�rfield (BOHL I I
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I 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE . I I t, I , I - :_la __
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I t , I I It ;:� /,:, " - - � 1, _ - ,l-.I� � i_,,��,__,Z_ I EVALUATOR: Michael Pirnentel, EIT, CSE � � �
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� llL "". _` � -20 LOADING.
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. I I I . . I . " , � -,*I\i . TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H �
I . . � TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. . I I I I . / i I.. , � .\. I I
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� I I I � . . I �! 4419 i, I : \ _- _ 11 � � ��_ \ � , - Oct. 27, 1999 i I I . I .
I . I � � 'I � N . _`� I j,j _ _�' -_, L - - . , 'r I C.S.E. APPROVAL DATE. I i
I I 1 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE . � I I I I I I i I ' i I I � , .- � �,�, -- 2-� 1 - / ) " Q_-_-.. -_�_ - _ I I . � .
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. I . � I I : � - � I .1-1 " , - _�: I - � 1 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
I I I . I EXISTING I't, I . ,�/ ,-,",_,�.-A , il�,\ i�, " "
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LOCATION OF THE PROPOSED LEACHING FACILITY TO � I � . I . l; - � - 1. 11,�,'��,-',',.---,��_-,.----�-�"I I'll -1- � I --- I I I . I I
. c'. � , I - S � . I ..1.1 _ May 9, 20,18 �
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1�1 . . - � a - - 4, , � -1. -11 -- "" --/-)1\ -r", ',,,,-,' ", i 14. . WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
. ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS ,; , , _. I I . 1 1 - ;1 i, 'l. . - , , I , i i . 1 � � I
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I I . I I I ',�.__ I I - , � I �, , , "' " - I , - - 1, MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. I �
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I PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH I . 11 � I . i 1, , . IDW �� I I � � 1� ;� _', % :� "', _�,_ , � I. � � ,-,. ' � � , I ) I
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DESCRIPTION
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HC_1
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HC -2
CORNER.OF STONE (1)
18.9' ,
21.7'
CORNER OFSTONE (2)
.28.0'
31.8'
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CORNER OF STONE (3) '
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34.1'
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20.3'
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1 29.8'
1 13.1' . , I
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YARMOUTH PORT, MA 02675 i
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COMMUNITY PANEL# 25001CO576J . I � I I .
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DEED REFERENCE: BK:25323 PG:125 I � I I I I
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PLAN REFERENCES: , 1.) PLAN BOOK 248, PAGE 93 2.) PLAN BOOK 624, PAGE 81 � � I I
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ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. I I .
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OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL . I
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REQUIRED PERMITS APPROVALSFOR THIS
5.47- i I-
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.AND ,PROJECT. � � � ,
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A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A i
4.80' 1
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DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A 11
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PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
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FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
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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 15.401 - 15.405, THE FOLLOWING LOCAL UPGRADE
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APPROVAL IS REQUESTED FROM 31 0 CMR 15.212M 1: I I I
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