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I . @ FND. EL.= 4.2± . . . FINISH GRADE OVER TANK EL.= 4.5'± 4 @ FND. EL.= 4.4'± � I I FINISH GRADE OVER TANK EL.= 4.5'± . . � . I I ,11 I I . I I
I � I � I I I I . . I I . . � � I . I . I . � 1 I 1 METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE I
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I I I I .. I I . . .1 . . - . I 1 -3,92' 1 1 � I 1 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD � . -
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I ii I WATER -TIGHT �SEAL . / . \ / \ ".. I � . I WATER -TIGHT SEAL \ . i . I 1 3. .
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. i �' �i. � I . 6 1 3" WATER � �- - 24" MIN. ACC ESS COVER (TYP.) I . ) ` i- �__. �` � _� 6" 1 3" 1 WATER : . . ACCESS COVER (TYP.) .. I . i
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I . . - � ____�Z_ - , , "" , , , 51" (2,125 gals.) . I ENSURE TANK IS SEALED FROM INSIDE ' I e_ I - I/ 151" (3,188 gals.) �, ENSURE TANK IS SEALED FROM INSIDE I
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I G'VVE=1.5', I . TANK TO BE MADE WATER TIGHT � G �-Nl E= I I 5' I . . TANK TO BE MADE WATER TIGHT .
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.DESCRIPTION .1 .
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2,000 GALLON TANK COVER IN (1)
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3,000 GALLON TANK COVER IN (3)
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1 3,000 GALLON TANK COVER OUT (4)
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. - 5. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. I I . � �
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. ' 6. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN I � I
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� S,Y,STEMIS-NEARL-Y-C-OMPL-�ND-READ,Y+OR-INSPE-CT40N-SYS:F-E-M4S-N-. -17- I
. j BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. - � I I �
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I 1 7. ELEVATIONS BASED ON N.A.V.D. 88 DATUM. BENCHMARK ELEVATION OF 5.27, ESTABLISHED I . I
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6" CRUSHED STONE I . k I I 6"CRUSHEDSTONE I I . � � �
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. I I . I i � � . I . . I . ALARM SENSOR TO BE PLACED AT MIN. I ; I . : . 1, 8. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION I
I OVER MECHANICALLY I . � . � ALARM SENSOR TO BE PLACED AT MIN. 315 � OVER MECHANICALLY I � . I . . . I ;
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I . � I . COMPACTED BASE -1.75' 1 . . . . CAPACITY (i. 3/5 x 2,000 = 1,200 gals.) � i .1 COMPACTED BAS 2.00, . I I � 1 3/5 CAPACITY (i.e. 3/5 x 3,000 = 1,800 gals.). I I I . I I . I I � � I THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE I
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. I ___\ . I . I I . I 1. . I i I 1. /�_ I . I � . � I I I I . - . 11 � I I AT 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY I 1
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11, I ; I P__ . W . I DISCREPANCIES TO THE DESIGN ENGINEER. I
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I I I \ _--8" EXT NDED BASE (TYP) . � 2.50' � b I . � . I
� I 0� - ?Xlb93 --2.25' M�3 ' . � i 11 . (i \-- 8" EXTENDED BASE (TYP) I I I . � I I " I I � I . I . . . . I
� �6 1 . � I I . � ?Zh- I ! . I I I . . . � ! 9. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE . I I
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. PROP. 2,000 GAL. (Improfile) CONCRETE TIGHT TANK (H-20)(with 8 e) tended base). I PROPOSED 3,000 GALLON CONCRETE TIGHT TANK (H-20)(With 8" extended base) I . . .1 I I . STRUCTURES SHALL BE MADE WATERTIGHT. I I I I
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1, I 1, I , I -TIG ., �L _ :, I - '',r,�i�,, � � '.:_ ''. I . -TIGHT WITH POLYOLEFIN .
__ � � %,; _ ; �, � - �� il., �� NOT TO SCALE WATER HT WITH POLYOLEFIN I - � , - __ I . .1 '. 111. - I I �. NOT TO SCALE I I I WATER I I I I . ") � � � 11 I
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1 . . . � � . 11 . I I 1.1 I I .- I -,� v- 1114� -il- L_- 11 I I j THEY SHALL WITHSTAND H-20 LOADING. I I � I
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MONITORING NOTES: . � I I 11 I I I . . I � I r, 7*�, 1 * I //' � � ., I � .
. . � I I I I . . I I . I . . I FENCE TO BE. INSTALLED I I - "') ! ,,,, _ ____ I` Q, I I ' 12. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN I
I I � . I I I . � I I I . /I �'. I '� - FA1 I . ! . I ,
� I . . . I . . *� . 6 I , � ��4.1� (t I Amy Von Hone .
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I ,� , / STACKED AND � . 14.�,".0e., 'a * 0 f T 11�', I I I , �e , /,/� INSPECTOR: I
I I � Ji . I � /----CON'Fli'4'�,'(-',,'-�'��,"I!.'.CE Or' GECITE XTILE I : /. ) , *.* * ,11; . f SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
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1.) A CERTIFIED INSPECTOR SHALL CONDUCT ANNUAL MONITORING OF I . � I I I - I . I � " 1�'I, ,*!*-" , ly - I I � . I I I . I . . �
I I . STRAW BALES I . // , I k " . . .
. I I I . . I -0 TO 1E WSY,,,L1 , ,111 1 4ta /-, , � � I
I / FABRI � - _ED / b . , , f., � .
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. � I I - ,,, -:,*iN f - - I 0 , 11 . , EVALUATOR: Michael Pimentel, E.I.T. I I
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EACH TIGHT TANK FOR WATER TIGHTNESS AND ALARM CAPACITY. ANNUAL , I I I . . I . I . OVER SEDI�vl` N ':T1 I . , '�',,�,-ft v 4W io li a , - , 1 13. . - I I I . � I � . � I
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MONITORING REPORT SHALL BE PROVIDED TO THE YARMOUTH BOARD OF. , I � . \ I SILT FENCE DEV,,Y f , �&, * * 4j�,,,/ X11 -- // C.S.E. APPROVAL DA6: Oct. 1999 i . I I
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HEALTH. � . . . . . . �, . _-1 - I � - FILTER FAB*r'i-- BAG � � (�, -, *�,-,t. i : - b �/ //; -1 �/ ,\/ " . i � I . . I . � I I I
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ff if i Tl-� �'�:� - �, i _� T�7 , ( % ,,, 7 oj;,� _�� 1 DATE: - � 14. OWNER OF RECORD: RAYMOND T. MORLOCK & GAIL R. MORLOCK I
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. � 2.) AN ANNUAL CONTRACT WITH A LICENSED SEPTIC HAULER IS REQUIRED . I � . 1 2 PER BALE,� "I, 1, . %, , // ^_ �";` ,"?, I 1 I �
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FOR MAINTENANCE AND 24 HOUR EMERGENCY SERVICES. ANNUAL I . 1. I . IG WIRE 4 I �>, "" -, �,, , , I'; \,� ..,,-, C010111 I . 114, 7-_-:Zz��,� � I ; � I
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I . -20 TIGHT TANK = 38,439 LBS . � I I . -11 CHURGHILL JR. ,,_-"" . I
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0 1 � I I . . WEIGHT OF SOIL ABOVE TANK = 53 C.F x 1 10 LB/C.F. = 5,830 LBS I WEIGHT OF SOIL ABOVE TANK = 69 C.F. x 1 1 0 LBIC.F. = 7,590 LBS : .1 I ; , 1, I
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- , I , . .� . I I I EIGHT OF SOIL ABOVE 8" BASE = 175 C.F. x I 10 LB/C.F. = 19,250 LBS WEIGHT OF SOI L ABOVE 8" BASE = 221 C. F. x 1 1 0 LB/C. F. = 24,31 0 LBS � I I % 1. L___ - - -___J
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