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<br /> . !.:_�t, �1 �. 1,-.1'.. ,. .11 I.�� ____ _ I _____ �___ -� 1 - * -� .i- � 1, .�: -FLEXIBLE COUPLINGS (IYIP)11� .. . . "_ � , � .. , .1,':! _ _, ,�_ �.� .1�` . �: :�� �� " _,'� -1�, - - �. . -, , . � �. �-.:- - * " � N ; ..,k1: , , * " , "r- � ,�1" - . -_ OUTLINE OF ACCESS OPENING . oc�' �p, , , I ,, , I.` --::: �: � __ -__ % �; � _:_,,_�_ _,,� ::. � ��;�. v. ? %,.� , ; . , '% � . , , -..--..- , . GENERAL NOTES
<br /> � ,,��, , � -- --- _., � � � .. -. � *,�-.4.'., !..�," I I- 3'-0"
<br /> .4 . � � ,�. , � - . � .- __ __�� . ALL EXP( ) METAL SHALL BE PAINTED WITH 2 COATS OF ENAMEL PAINT.
<br /> � . - . - ., . , __ ____._ -�.;I,:* ��. __ - . . . , -CAPPED NIPPLE AND VALVE � "I WO 0-
<br /> � . � .� ,,.*,".: .`.-.' . ,��. ',, - -i. ,.'�.-:�4', _\ I I I I -
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<br /> CONCRETE --.-- , " � I ---* ,
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<br /> :,*�'.. ` .�, .v � - -- - - T MONOLITHIC.
<br /> �,�_, .. 4�W�. - � * 1: - '.. . , .* �, 1� �:�'. " , ,-,�,-"-4 :; "�,.t �,.",- " __ --- - D I D 2. BASE AND FIRST RISER LINa TO BE GAS
<br /> � *,I -:,-1., :% I " . , . _� . ____ - _ I 1::�_��,� , M1 I I ()a I T-
<br /> ,.% ��'_ *�-, . .� - •% ,, . ,t ,,�e,' , �j; '.. * �,__ VALVE VAULT
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<br /> �� . �rl ��-.A:":�:. �,,�.*., �,.:., , . '. ,.., . ,� - ,��.:-�,�:,., - , ,.. I :1� ., � ___ - - I- - 12"MIN --I ,,,,�
<br /> . 4� � � �". .:: , " ----I---,-,.---__----------------- ___--------- jj
<br /> '. - - ;, - � __I__--------____._____ - I . � .. . I - _-------------------------..----- TAINLESS SIEEL WITH STAINLESS STEEL -
<br /> '' : "'. ., , " '.--.�,". �III_ . , .- ___�L._ 3. PRESSURE GAUGE SHALL BE S
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<br /> _ , : � . III I GAUGE SHALL,
<br /> .'� ....:0 ,�:', .1 , �-;.,,,,:';�,;-'.-,':�-- , , .� .-- - -iRAM, 4 112" DIAL, AND RANGE FROM 0-60 PSL
<br /> ,�'%;','. ! `� '. , .� ..� � �: , -.. 9 � __ -------- -.-- , * .------.. - >-1
<br /> .7..� ,".�4.,'.., '.*,. I 1.,�,'�,�,�' 11 I __= BE ASHCROFT' OR APPROVED EQUAL_ mmM=
<br /> , C.,�� ......I-- DIAPf
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<br /> �,, , ". �,��i I ., -.1- I, , , .- --- -- =1 I IE = . 4 1_?j �i I I I I T EASY REMOVAL OF CHECK VALVE .1..j
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<br /> ,�`-'.%� . .0 .� .���,. . P, -m- --_____:_7_ -- I ---- ---------------------j-- �
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<br /> .-:. ..'I.I., -,�": �- , . . . , - ..,-. :` �,�,_.,��� , - ,- S OI L _____...___._1__1__�_ - - __ ���l I F1 - -__-----"-,,__-__-______-__�-__-------�__(______ � I... �11 .. - .-__ ____--_ 11 ______ 4. - VAULT SHALL BE SIZED TO PERMIT
<br /> � '' -,.' .1� -•, ,� - , � - � �. - , - :� '; __F ______ j ,DEEB WITH MINIMUM CLE
<br /> •.'. .: 1:,� , - :"', - ; . � ... � I :;.., - __ ___ ------ _____ � . ARANCES AS SHO�NN FOR 6" DIAMETER PIPES RNSWaamm -_ 0)
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<br /> . • . j , _ - , ," I � ;, . " . , __ __ -
<br /> , , � I - - co - �S SHALL INCREASE AS REQUIRED FOR LARGER
<br /> �.�;..�,�.,.,:�_, ` "',* � . .-:.,;�,".,!� ..� .,t � , * -- -- I I - I'll, I I - - AND� SMALLER, CLEARANCE,
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<br /> - , , , � I - DL---- -- .., PIPE SIZES. .
<br /> ' .;,� I __ z,:__-,_,r;4-,-�`�-"--.T
<br /> . I- :";." ,-'t I—. � '. .,.I�:1... ... ----1 1_1 I I I- ro -------_____ - ________f -- P.V.C. PIPE U M (y)
<br /> �."�7, ,'.-,.' ..'. . ., Ed I I _=I I __ I 1 17--:-- - _, . E
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<br /> _'. . ___ 111111 -11
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<br /> - f...,; .4" , �� ., -�'_-;, ': - :,.,:,,::_�.t:�.--: ,-. �"-' ,P - & . I ., 1. -F , - ....-.___________-
<br /> , . -,-. -1 . [ I , - _______.__.....
<br /> . ,.It.�..� ... I � . ,� ..,., .. I ______. ---.14: � , , .,.,:,., � I (O �-- -----I I ��__ I I . � --7- - � 5, VALVE VAULT' SHALL HAVE SEALED FLOOR AND DRAIN.
<br /> 1, %,-,.,.* - =1 I I=]I I I_---7=1 1 1- ___- - -----.-.----�..-.-�---.--�-�...----..-,-----�--. I L_
<br /> SOIL - .----I.,...-- __ -.-.- ______ __ ___ ____ ____ -.-- ___ _....--I- - __F�:=,_E _I -1 FT� -�Tl _.,__.,....._ - - - - . .1-12 MIN \ -
<br /> \ --.-,..,-- -.,-- -...-- ____ 7.___ .__.._- . - CONTROL PANEL NEMA ------ I . - U 00 6, ALL, LOCATIONS WHERE PIPES ENTER OF LEAVE THE WET WELL OR VALVE
<br /> ----.-----� . --..-- L..........- ---:��i__�_ - _1 , � V-3" D,L LOOR DRAIN --SHRINK ROUT. I-
<br /> ___ .- 11-__-._ _____ ='�I I _,______ SLOTS IN PVC PROBE _-,-.� ,3R STAINLESS STEEL, I I � \- EMERGENCY PUMP CONNECTION VAULT SHAI.L BE MADE WATERTIGHT WITH WALL SLEEVE OR NON G �n m
<br /> -- ___ _ � __ -,-- _.___'__,_ ,-,---- 2 DOORS (DEAD-FRONT PANEL L _L
<br /> . ........- -- -I--..-- U== -1 - __ ........ . - -1 ,I== ___._ /. THE�RE Sh-LL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN WET WELL, M r- 0
<br /> 4 . W/PAD LOCK & HASP) . Lu 0)
<br /> -",-- __ .- ------- . ------
<br /> I c_-__-�_-,fi -_I - _ I IS=
<br /> I- _� f, i- . 311 3/4" 1 0) (L) U
<br /> ll ___...._ I -I J-11 I - __ . ,- = - QUICK SERVICE _.-To. 011x� I LIFT STATION 8, VACUUM BREAKERS OR BACKFLOW PREVENTERS SHALL MEET THE REQUIREMENTS -V q,
<br /> ---I I ____ -
<br /> I-__ -------- w;;_ , _ ______._--------------_- ______._.__._._____� _J�44= , ---,---.-, ��I 1 17=1 1 1__I I I DISCONNECT --------------- m
<br /> -__�I I L.,__--I-I � - __ __:_L_Lj__==1_L_L__ - --
<br /> -J,
<br /> v_.._ " - - ----- - - OF THE UTILITY SUPPLYING WATER. X, -r
<br /> I-------- ......,�,,� _i_._ 1...J_L=___1 .1 0 ___0 ALARM LIGHT ON SIDE '" Mj
<br /> = I - ----7 _L_=L PLAN , -A I
<br /> ... m -3 rn �_
<br /> ALARM BELL (6" - .__ : CZ
<br /> ___ -TYPE, �
<br /> 2 UNIT)-----' 0- AUDIBLE ALARM SILENCER BUTTON 9� CHIECK VALVES SHALL BE LEVER AND SPRING 7
<br /> 011 1� F - >_
<br /> , ( '-f) F
<br /> In -) t 1�4 :-
<br /> - EMERGENCY POWER RECEPTICLE 10 WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 S,S, HARD- a, I
<br /> I
<br /> -5 MONITORIMIG WELL - TYPICAL -- 4� C.I. VENT WITH S.S.S.5, BUGSCREEN . -
<br /> PF�OBE ASSEMBLY DETAIL, __ ___ ---------,.-------�-----.-----.-.-.--- —JUNCTION BOXES W/PLIABLE 1-1 z UPPLIED BY FLYGT CORP. OR APPROVED EQUAL., SIZE AS I
<br /> -!�
<br /> � ...---- .
<br /> SCALE: NTS C4,3 _� GAS TIGHT SEALS B�X8"X`16" GONG, BLOCK OR CAST CONCRETE REQUIRED BY PUMP MANUFACTURER, .
<br /> rn X, M Lq
<br /> 11
<br /> - "17 . - I -
<br /> '
<br /> -STANDARD FLANGED TEE W/BLIND FLANGE 11, PLUG VALVE SHALL BE DEZURIK, HOMESTEAD OR APPROVED EQUAL. -5
<br /> �11 N 16
<br /> ELEV, = 9.00 ""
<br /> _��_____C-__�CifCK VALVE "
<br /> -11-11-- - - __ - __ _ �__ .
<br /> 304 STAINLESS STEEL GRATE - , .--- I - " ,,-_ EXIST"I 1 12. - . - - --- IF
<br /> - I 4- -.1. .. - 0 0 �0 �_ -F . __ __ - -------____-T__ , CC/SOU'IHEAST FACILIT� ENGINEERS, INC. 199
<br /> _. � �
<br /> AND
<br /> " __ ___�__ . fU- -- �-_ -1
<br /> -� - _�_� 1�
<br /> _ ,j
<br /> E LY BY ------- ,-I-^- -I^,-- -1 -- I 1!:��' � I . -1 �_
<br /> P05TS 1�7_1' -1111, � lit 13. SUBMERSIBLE GRINDER PUMP SHALL BE 'WELL_ 2516 STYLE "C" WITHI IMPEL- W T This his drawing may be utilized only
<br /> "FLO THRU" OR APPROVED IMBEDDED IN CON- ,- � �// GUIDE BARS 181, ,r)
<br /> I 2-Y G,S, ' I - I/ /__3/4 GALV, ' � LER, OR APPROVED EQUAL, PUMP SHALL BE CAPABLE OF PUMPING 50 GPM 0 �� for the purpose of constructing or
<br /> I - . �
<br /> __ ?-: __ I __ I N m .
<br /> -
<br /> MANUFACTURE (T--ID) ���� CRETE TO SURFACE , :2 ___::�z- ____111�� I� � PIPE. � . __ -1 2"-MI E - - -12" MIN 27 FT TDH, �.. Installing the work shown thereon
<br /> - #4 BARS 6" �' 1�
<br /> "I
<br /> LIQUID LEVEL CONTROL----- - __ TWO REQD. � __ �36" MIN U I� at the site of the work spe=cified,
<br /> ------------��--,-.,-.,-.-.�.�-----.----.--��,.---,-.-..,.,-,----..",-",.-----�-----"...,---",-------------.-,."�,.,-.-.,.--.--.---- I,I___-__-,--. _____._ -Z�"",-"-,-�"T,--.....'--.-..-.- __- ------------,---------- 4 CABLES TO BE IN MIN I �- 1. P, MP fALL BE EQUIPPED 1.5 HP, 1-750 FRPM, 3 PHASE, 460 VOLT MOTOR.
<br /> " H, 11-------- - - -, -
<br /> L---1-1-1--l-1-1-H _____ I . -1 .. - I '
<br /> �
<br /> = I . . E�I, � .
<br /> A - ONE CONDUIT. PUMP I . �1:-_--,-.- -__ -1-11-1-1-1-1- ---..------_ _(D I -I C I u -Jt on any
<br /> - I I . 11 C� -, I r di g w�thout lin tat'
<br /> P . - * 1 15. ELECTRIC PUMP CON_Tr�Ot_ PANEL SHALL HOUSE ALL NECESSARY STARTERS, PUMP C, 0. I ,, I
<br /> � I/ 9 L E IN , � � . ' ----PLUG VALVE �,- ,I,I -) or alterat"on of this
<br /> 1�1 * 4.) � , 12" MI . RUNNING TIME METERS, H-O-A . reproductior
<br /> / SEPARATE CONDUIT. .__ _ _I_._. = I -- - __ D6CCNNECT SWITCHES, PUMP RUNNING LIGHTS, " I L�CC 1�
<br /> .1
<br /> / - � 4" - � __ _,_7___"-____ . 11 �C
<br /> 0 _._�_-_ -......_ ___-- -_ ��________ 1 8 SWITCHES, AND PUMP ALTERNA!""R SWITCI-L 7---Cdrawing, without the pr';or written
<br /> -_--_-___.___.,_------_,___.______--------_.__1_.--_______..--\ Ll� I - LIFTING c� .--- 1-- 6-21")"
<br /> X /----,--,----,---,--------------------,--*------------------ .__..__..______ f � � I L____1 , * ---- -17 Uj< vol of Southeast Facility Enq'neers, Inc.
<br /> CHAIN - cippro � I 1-1
<br /> < _____7'1__1_ ,---I- -1-----__..__1__... L__Tj___________.......�________ � V,-D 3i�_j a� .
<br /> <<I t�L�
<br /> 12" 12- ,_ '��FLOOR DRAIN 16. THE PUMP SHALL BE TESTED AT STARTUP, VOLTAGE, CURRENT, AND OTHER SIG- � ,_- s prohibited,
<br /> --- - -.---- > ......__ \� cr(-)co - I I I
<br /> - - NIFICANT PARAMETERS SHALL BE RECORDED. THE MANUFACTURER SHALL PROVIDE C)V)::,C',F-
<br /> TYP. TYP. PRECAST REINF, GOING --- ----.-----.--I--.--- ___j_\4 1 1-11-1 I ILI"1,.___.__.,__,___---I-.--, ______ ---POURED CONIC, FLOOR I
<br /> 0 A FORMAL TEST PROCEDURE AND FORM") FOR RECORDING DATA, 10 BE APPROVED BY
<br /> z MANHOLE SECTION -�,\_ I --f-1-1- z I WITH 6"X6"-W2.9XW2.9 W,W,F, Tf -m
<br /> I CONFORMING TO ASTM rj_ � 4'-O' ' _� i EV ,"_, ff_-Q,�T �-,�,t�), T
<br /> ,, �_____,.___,___----__-, .-_____._.,__-------__ ____,_______ ___.....___'_.._____.--.�,----"-�---,-.--..�--.----,-------",,---�---- -- ....-- A - 1�1��_,_"�� :`,": 11
<br /> #4 BARS 12" O,C, (TY .. "I I C478 C1 , LL 17� I� E OUTS'DE OF ALL STRUCTURES SHA'.L BE WATER PROOFED USING "PARASEAL"
<br /> _..\--- ' __ I ------t - � P'E'/MF
<br /> N_ .- � z AUDIBLE ALARM ELFV=2.75 - .-MBRANIF SH,LEI MEMBRANE DUAL \NATERPRO0F`NG SYSTEM, AS RECOMME-NOFt)
<br /> BARS ,� (TVP} � 0 ---;-I-1_____._.___._........-.------.----,,-----�--�--.-,�---.-�-----------_
<br /> , #4 BA; S 12" O.C. ( ELEV=3.00 _ ___,- L)� D B� THE MANUFACTURER, -THEMCO, INC., AT TELEPHONE NUMBER (800) 321--6412. III -
<br /> ___I / ----"-, ___L_AG�PUM_P__.Q.N_-------ELEY_��E_Z50_,__ -IA1 -ED WITH TWO COATS OF XYPEX A
<br /> -------I--,_----___.._,_.___......____.......--,.--..---.-.--.--- �-.-,--,-,--,-----.-.---.,--------.-..-,-".-------------..--,-."...... "", _� 1i AND ALARM LIGHT 18. THE INSIDES OF ALL STRUCTURES S1 _L BE WATERPROOF
<br /> ---�` 1 ' __,"", , =� . �,DNCRETE WATERPROOFING BY CRYSTALLIZATION, AS RECOMMENDED BY THE MANUFACTURER,
<br /> POWER CABLE � :,--" 6 I-_ � LEAD PUMP ON ELEV= 2�00 ,
<br /> "' 10,
<br /> "I U _ - ___.__---�---,-,��'..-----.--.-------.-�1--l-,---,-� THE XYPEX CHEMICAL CORPORATION, RICHMOND, BC, CANADA, TEL (EO4) 273--5265, e
<br /> � I I P..,
<br /> LIQUID LEVEL CONTROLS-_-`- I :D , ABOVE EXISTING GRADE, EXCEPT FOR FIELD LINES, AND
<br /> 6. , PROVIDED BY PUMP . _ 0 -------,*'. 19. 1!�E MOUND FILL
<br /> 8" 61 . ----___ P ---- PROVIDE WATERPROOFING PER NOTE 18, F-iE TOP 12 INCHES OF THE EXISTING SOIL BENEATH THE MOUND AND FIVE (5) FEET OUTSIDE
<br /> - '
<br /> ____________f__-____- --------______�_-1....... _ ,-��'---\I REFER TO DETAIL 9/C7.1 T � .(N- � S1IALI_ RE REMOVED AND REPLACED WITH A 501L MATERIAL IN TEXTURE GROUP 11. �4 -��- ,
<br /> - � FOR CONTROL JOINT SPACING I .. _____ ., BOTH PUMPS OFF ELEV=(-) T-115 SUP INCLUDES SANDY LOAM, LOAM, AND SANDY CLAY LOAM ACCORDING TO USDA.
<br /> ��37, � BETWEEN TRENCHES 3 - - �_ _1.00 lI`_____ 7
<br /> -
<br /> ___�� -6 11 ___ -.-- _.... � ALSO ALTERNATE LEAD F-LL _-,LL BE COMPACTED IN LAYERS AT NO GREATER THAN 80% MAXIMUM DRY DENSITY,
<br /> "\ k 1, __ - 11 _ - I� LAG SEQUENCE ,,,_��� � ���� ��__
<br /> _1____--I--- ___-\"/ \__ -------------- ------------ ELEV=(-) 1,501 = I ,, r- --I
<br /> _-,_______' - i I- ___ _
<br /> __ -.11111. -__ -,---- �--A
<br /> - _j ,� -- --------- - - -ION D---D W-6-A
<br /> . . � (� - SEC1
<br /> ,3 2 UT � � ' \ 1 _____
<br /> 0
<br /> �. 0. 0 , 0 ® 0 0 , 9, ® " . I`-_ .
<br /> ____� S. _�A�] � 2"
<br /> - .-.---..--.--..
<br /> ANTI-FLOATATION BLOCK ----- -, 0 . 0 D � , 0 . 0
<br /> , ,6 " ', c,),,') 8" GRAVEL' , "c') °
<br /> �,
<br /> 16 � 1`1
<br /> _ - "")0-� � I .
<br /> 6" CURBING ONLY IN 1/2" DIA, X 11" ANCHOR BOLTS', IMBED 7".�-"3
<br /> ------- AREAS SHOWN ON PLANS \_-_1. PROVIDE NON-SHRINK GROUT AND SLOPE __7_
<br /> TANK f'AD / __ TOWARD PUMP INTAKE. _A 1`___.___A
<br /> 5'-0" W/ CURB
<br /> - .----...---...-.."-,-.-------..-...---.----.--.,.,...",�-11-----.--.---- ____/ __
<br /> ......�7_ _________________ 9'.._p" W/ NO CURB U__-1 ____ #4 BARS 18" O,C, (TYP) - n..-,,.-.--. �-T'
<br /> STAINLESS STEEL GRATE - - r)
<br /> . 1; 1 j7 I--1-j---1- I-I - -__.________------------1---11-_------------- C
<br /> 11 __Ll,____I...t--i__,[--Ll,��__Fi,.---T�i_--]]--lL-Il---.-I,�-["--�.�,J--1-1-LF-!] _111--, ___J_T_ ----LF-- __ /
<br /> __________ ____ ________�
<br /> 0 1-1-1 -1111 I i --l-I--- __ i---1 ,-I � i- 0 z/-__11 11-1 _____ ____._.__ /I
<br /> I -----
<br /> ___1 _-,_
<br /> 9 14- -1-1 , - -PAVING- � _ _: __,-_,�_
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<br /> 10
<br /> ! ____ ,--- __-________ I _'______, _-Z LIFT STATION WITH VALVE BOX-
<br /> * 1 0 -----� ------- ____ - '________.______-, I I
<br /> -------- I SCALE: NTS C4,3
<br /> � .---.---I..- dim
<br /> 1_ I C7 2
<br /> _71,7 -----,-,
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<br /> REFER TO PLUMBING FOR DRAIN AND PIPING I
<br /> � I i
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<br /> 6" OF WASHED ----
<br /> X57 STONE AROUND DRAIN
<br /> ......................-.--.--.-,.---.------.-.---.---------.-..............-------_...___________ 111 .1
<br /> ____SEPTIC TANK :
<br /> __ ,
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<br /> CC 11- "
<br /> DISTRIBUTION 1-1111- I' -411m A
<br /> .---
<br /> _ C7.2 �\ . I , I'll
<br /> ,- 1,5' rd�N VARIES - E.L. 3.17 TO 13.67 ...I. __ n3-1-
<br /> __.........--��--,---,.,-..----.-"---��----� ___._________ - 31-1 i
<br /> 4 TRENCH DRAINS - -, 4��, I � /
<br /> ----�.---.----------.-------..--.----�--- V LAIIN. -,.--.-,-"---_____,_________"_� F 1' MIN _i, �� I \"�____-
<br /> ---..- _________ � " :
<br /> i ---- q�\ , :
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<br /> -. NTS C-1�5, C4.6 _;;;�", � �, 1' �',
<br /> SCALE . "- _ f -1 I f-;-1 _ ] 1-6-I--�, �'31 7 5' P. _)� ..............___ 11-1-1-1-1-111-1-1-1-----------------------------,-,--,�-,�------.,..-..-.------�.,--_---_1 --,,
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<br /> L .,_.___.___._.........�-.�...--.------,-.-------L----- ___ ___ -------- __ ___-11____________-______ _-LEACHING TRENCH _ 1�
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<br /> ___ ____ _____ / / 7 ,
<br /> _______t__ �/' / / __r7i I I �
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<br /> � / . ],1_1 � - � = 1-11---4-- - F177:-�- T I I
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<br /> 26" -+ /-1 5' V, N. -' —LEACHING TRENCH rc C . -. -.,---- ZT , =1_6--( - - - - /-.1.1-1-- - - I -1 I I__I
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<br /> - *1 M 1 N, -- ___ ,- - - I __ � /"ff 11 - -7Z-7 -- �- - 7-f�1_1 .-I---- -111-111.1- __ 'I
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<br /> .. .- i" __ :---- --__ __ �_-:7--Iff rf= �11' =_�-_ �(_ _._, T.- 1
<br /> I-- _- -REPLACE EXISTING SOIL WITH LOAM .- SEE NOTE 19. �C7,2
<br /> GROUNDWATER LEV'LIL 1_�/, \
<br /> PER 9/01/96 TEST- _EXISTING GROUND ---.-REPLACE EXISTING SOIL WITH LOAMY MATERIAL -- SEE NOTE 19, � � I
<br /> �----� "N @_��_�TIQN 11A __-FORCE MAIN �, 1/1
<br /> -%-,/--v--v- " / I -- I
<br /> SECTION BB
<br /> -11-1- 24" CAST IRON FRAME & COVER \-�,--� (D SCALE: NIS
<br /> WITH GASKET.
<br /> AS REQUIRED
<br /> -.---
<br /> _________
<br /> -
<br /> -1-1. F_______A......__------- -- 7
<br /> �- __________ 1, - OF MOUNDL_F
<br /> � I-----1-1--l- - 2432 -03 RISER 3" ------ ______,___________ 11111--l-I----------�---� ......I-.-I......F....._.._...____-.,-.,,.,....--.,,..--,.-�----,---... - _____ __ - ___ _ , - ------------------------------�------,---- SHEET STATUS
<br /> 11 I I I � , _____.___ '. - _____.._._..._.._.___.
<br /> I
<br /> _____ , I MARK -- � - IREL
<br /> I I -11-111-11-11,------1.11 2432 -06 RISER-6" � �-- I ---1-1--11----_-_------ I I, , I ------------t I I _.______'_..-.........
<br /> I W, -- - CONCREfE CLEAN -OUT COVERS 2432-12 RISER-12" ----- ,-'-,---- -------- � 1, /,---\ V I I I X� BY . M G ,- EASE
<br /> WATERPROOF OUTSIDE WALLS AND TOP ")LAB .--- " 17' -'-- '
<br /> ____I\ [ - I -______ •- INIT 18' __1_______-.__..___----- 64' -----------------------..-.-----.----- 18' 10/02/98 G ENGINEERING
<br /> , - CLEAR OPENING, EACH END I .--- T.0,C ---------- ------ A JSK M .
<br /> ACCORDING , 24 1 1 -� ___
<br /> � 11
<br /> TO NOTE 17, , = 15,00 ��`G --------------_____
<br /> _____ "
<br /> .-.�.�.........".�..".-..,--,�11--�..- . 04/14/99 JSP MG BULLETIN #6
<br /> , -:__----= j 1c- v" ___ --�_.-_
<br /> __-______--_______-_1_______ _1 I .T.O,C = 14.33 :71 =_::� . I =:=- I � _... 8, �----� r-- 24' I..--,--___�-------___
<br /> _ j, ULLETIN #7
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<br /> INLET . , ____- _ ___________________ - --,.--.;. HICH WATER LBEL j� __,_______ 4 T05PSOIL MIN, -
<br /> ___ , � �' "' � � __
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<br /> , 1� & I " , � A, . � . � q I
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<br /> r__ I 1 4" INLET & � . I 1=1 I--_ -=,I __ ___ ---------- ___ __ __.- -11
<br /> ....
<br /> ...... __________. _i��. I I CD =-.1 __= 1-1-1-1-- ___ - ---_
<br /> I � WATERPROOF INSIDE WALLS, -TOP, SIP 2 - m i=1 I !==I I rt�q,1 - - -1 I 1=1 I (=III I !=.-1 ______.___,_,_.,___,__._._____._.....--.-...
<br /> . I I (n - __ I ,____ - -__ MOUND CAP SHALL BE
<br /> _.- , : __I ----- --11-
<br /> , -I"----�11 -q- � -----------� =..... -___1 �L .- - --I I �- . - =:1 _
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<br /> , & FITTINGS ARE I TERII Ell -i � " 93,5' ---
<br /> I In .......... Ln i-_ � !_ --------- -,.-.---. :- .. I - (SEE NOTE 19),
<br /> -1 CUTAWAY I . � . � 0 clj�> -------- -1- - - - - -...----__-.1-- -___-._._____1_.._----------------_11-1.11-1-1.1-
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<br /> In � I I .1 400 qal� ,I lE. = 10.91 -___-_1_-_________--__I-1------_-1 - L il=..-.---- . - __------- t-- -____-----_____________________
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<br /> I 1 114- � ... W =
<br /> I DOSING _____ ____ a- N" .- ____ -- ___ ___ - -- ____ -_ - F __________-________ ----------- -.--------
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<br /> _ __ _ -__ -11,-- ----- _ -- -
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<br /> i � . TANK k_) It __ ___ __ F-z� - - ------
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<br /> LIQUID CAPACITY: 3,000 GALLONS _ EDWOOD GRADE ,1 170' 0 0 1 �1� k, I r �1' - '�-4" PERFORATED PVC
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<br /> FOR COMPLETE DESIGN INFORMATION �� �,', � ,��,I �� � � I
<br /> :_ � , I -) r,� - I I , � BACKFILL WITH LOAMY MATERIAL "',,,� ,", V, ,, , ,�,I I I
<br /> ILL. t, 11 ,�, � , I I
<br /> CONSULT JENSEN PRECAST, SI iA!...I- Bi FLAC��_D ON 1 EVEIL UNDIS FURBED I 11 I , " I �, t,11,� �,",,�'' �I "
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<br /> r� ,-\/1- __ - I�',,O " 'I'll' ' 0 0 f � -:,�j -- " �i _�f� -_ _... ,,, _____� SUCH AS MANTECA LOAM, AS ----- I,I I q 6 I
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<br /> 01' OR AI OVED CO� PACTID I 11 I I H........_� I �-------- � i i�________I , I .. � I ,1" ,""� �....... " (
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<br /> , -7, -, 1, Uj I 0 " � i I�__ I I 11 pt. 11�1" I A I
<br /> COAT SIDE WALL AND TOP 51-AB PER NOTE 17, 2X6 '�� D�A!(�C,D GRADE BOARDS SHAI I 119F....... _1 0 �'11P t���,_� ��v� LLJ - I � I=- PER NOTE 19. �� I I 11 I
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<br /> PLACED - ��
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<br /> ALONG ]H�_ -ON" [')A/,ENS�ON� I I -FILTER MATERIAL SHALL BE 1,11,, 11 -� 'i
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<br /> � DOSING TANK ____,._.,_.___j__ SEPTIC TANK -,-" � ING TRENCH
<br /> ASSEMBLY SEQUENCE ED-L-911-91
<br /> PLAN VIEW ,T� �K -T
<br /> 0
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<br /> Madel Na, Liquid Capacity
<br /> .... .. . --1.........__. PROJECT NO.
<br /> _____,_,__-,---"--"--
<br /> -S 61 T"S---3 0 0 0 3000 gals.
<br /> `_____ ------------1.----.--------.--,...-..�-.-..--..--.----�,�--,----- -.------...--..-��-.-,--...�------ ..____........____1j�---__-------___._________.._............................___
<br /> DOSIN(.1400-HP-1200-416 400 gals. __ 4
<br /> Z2s --------..--- I.....I BB I NOTE: CONSTRUCTION OF THE MOUND SYSTEM SHAI...L CONFORM SH97195
<br /> 'TO THE EPA DESIGN MANUAL FOR ON �S,11E __ 'ER
<br /> _____ - __AA5-LEVAj
<br /> 3 31000 GAL. SEPTIC TANK/ W-1` DOSING TANK C7.2 TREATMENT AND DISPOSAL SYSTEMS. SHEET NO.
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