|
Perc.Test P1
<br /> 024.60
<br /> i Tt t le ppll�callion f� ks as etermined from Stabilize
<br /> d Percolation Rate
<br /> orPgrcotatiNQppikatiI rca
<br /> atkon
<br /> c
<br /> atld
<br /> tPrRion App#ic io
<br /> nRdte ante Rate
<br /> Rate dte Ra
<br /> te
<br /> sA u
<br /> � ' * _<-i- -•- isqaiin
<br /> nss
<br /> xinute$(rntnutee (gallons
<br /> a
<br /> imT]ugl 'roal~m per Inch) por day par per Inchi
<br /> inutes (gallons
<br /> Par deY PerSECTION A_A Per Inch) per day p
<br /> e
<br /> r
<br /> squdreProviding, rlG,rcl, birrsquare
<br /> { .rnancryt moans for curin stltict
<br /> too foot)tankeffuent flow. Rytire
<br /> 31 0,522 _-.. _---
<br /> Local
<br /> e1 0,107
<br /> PERMANENT FOAMED-IN :" Iwn�y -
<br /> ___. 25.00 POLYURETHANE GASKET " :w __r- '
<br /> ent
<br /> PW T
<br /> 1 1.2 32 _D.571 <
<br /> ,i..
<br /> 2 t __
<br /> :2 33 0.5 63 0.19
<br /> THIS AREA MAY BE FILLED WITH =+ 1.2 a.aes i;a_ 0.187CONCRETE FOR ADDITIONAL WEIGHT 4 (T 78 a oa
<br /> -
<br /> TUF PIKE Solution ._ s- ~0,18 - -
<br /> Wim_ W5.:. D 467_
<br /> Astranq ,t [4n �frrrnanerii, ' _ �- 0.8 _ -
<br /> €rorl c;Ulrtr4tvc Tut, iiet3istrik orlon m 37 0,A66 67 0-177
<br /> Br'�x..with a TElt Tstc� pkfr-cz i,,,yefer - _._-. 7 �.�_ 38 0,445. WT.'.u_ 68 ."_ 0.174
<br /> iIr each outlet; -- $ - 4e8 7
<br /> e _ 70
<br /> 9 0:+1 t --40 0.422- 0. 67'
<br /> _ 41 041t�
<br /> 71 bt84�
<br /> Deep pert. i 4a .a 72 .1s
<br /> ms-
<br /> - -
<br /> 120371
<br /> test,Rate k__ 43 0.38E1 730.157
<br /> 1 -
<br /> 3 07
<br /> 57
<br /> �< 4
<br /> 9 rttlnlfn a� s
<br /> 74
<br /> _ 4.15A
<br /> -
<br /> - -
<br /> .
<br /> 0 74"#
<br /> o Ss
<br /> 7s
<br /> �.7a9-
<br /> © 147
<br /> 0345
<br /> A A Explanation: .-... u0.
<br /> �4 - ©.334s. 78� cliaa
<br /> 0.886 a - 0.323 '79 4.137
<br /> a Is
<br /> -_
<br /> _.
<br /> i _.
<br /> BCCOIa#ion test in �_ 50 0,133
<br /> 6 inches.Satisfactory 20�v 0.657 l 51 �b.3
<br /> result is greater than 1 _ _ $1
<br /> 2 t 0
<br /> .643 t1:2B8� &2 rv� 0.127
<br /> minute per inch(min/in) 2 0.62&
<br /> t
<br /> but less than or equal to 60
<br /> 5. 0.27$ 83 U-123
<br /> M 2 0:12
<br /> loin/in for a shallow test.
<br /> r a s .
<br /> .-
<br /> _ Copolymer Polypropylene The shallow test is 1.5 to 5 0:2 -'e :0.1�
<br /> 3.10 Colo Green �;_.� _
<br /> 75
<br /> Material: Cop ��
<br /> -- 025.90 -- ------ vary} ©: �
<br /> n � a6 _ O.ii3
<br /> -- __ _
<br /> 5 - --
<br /> ,,.; �.:. $7 011
<br /> _ . tee deep. Satisfactory
<br /> Tp minute per inch m n/in - _- - �
<br /> o gas
<br /> 4 50 � � _..27_ _...-.._o.�� _ � �� o_zz� Tse--_ �0.107 _..
<br /> but less than or equal to 3o ,-__..
<br /> PART A as"_ - 0.556-- $ 0.212 89 0.103
<br /> Drainage and Septic Products
<br /> NAME: nrin/inforsdeeptest. me _
<br /> 24" RISER LID
<br /> deep test is 3.5 to 25 feet 28 0.5x, Ge - 0.2 g0 0 1
<br /> deep, -_34�. . .._x.533- _.._. ........_ -. -
<br /> y900.1..-
<br /> Tuf-rite, Inc. TELEPHONE: 847.±x50,1011 PANT #: i
<br /> 1200 Flex Court TOLL FREE: 800,382.7009 24 - RISL - GREEN ; 1
<br /> Lake Zurich, Illinois 60047 FAX: 847.550.8004
<br /> T sl�o fits all 4"PVC pipe.Model
<br /> -- 024-7TUFTITE 0
<br /> 11W Levelem m SL.4 ]]]
<br /> z
<br /> 1
<br /> West Lane Mobile Bowe Park
<br /> WDR#89-234
<br /> 12,00 SECTION A-A
<br /> Monthly Self-Monkoring Report
<br /> Maatb: December Year: 2021
<br /> T
<br /> INFLUENT MONITOMG EPrf.4FNr MaN1TQtitxf Ab RATION gAyiN
<br /> I.M.Mehr Glepaax per DRQ aOD SrINrr64 TVs Nltraw."N -1.
<br /> cm
<br /> < '� AesG�fip Dry 3a0a - 110"110" ht"kr '�
<br /> mVM
<br /> R/L
<br /> t _re+vv.®W 6.4RT; 230 _ 2.6 [+1=
<br /> r.- r CALCULATIONS FOR LEACHFIELD ADDITIONAL ABSORPTION CAPACITY
<br /> ..,_
<br /> 024.20 _.____ - -_-----•- _ _ - �_.__
<br /> -
<br /> -25.70 --- - _ ... Size of leach trench: 10',deep x 2' wide x 100' long
<br /> I,s.,,�r 50.72 �___ I; N!�
<br /> la j
<br /> __.-. Depth of absorption in trench = 6'
<br /> Area of absorption in leach trench: (6 + 6 + 2 ) x 100 = 1,400sf
<br /> _ __t--
<br /> _-_. Percolation rate from field test = 13.9 min/in
<br /> _
<br /> -.7r
<br /> -- __
<br /> - Application rate from Table 3: 0.757 gal/day/sf
<br /> u.erse9..W 5.017 ; 54 Np
<br /> i ----- - 0.1
<br /> Application rate per trench: 1,400 sf x 0,757 gal/day/sf= 1,060 al day
<br /> m
<br /> ---- __._.._ _ _W _-- ---_ _. Total application for 8 trenches: 1,060 x 8 = 8,480 gal/day
<br /> - --
<br /> 1 h :s W64573Y ---- j
<br /> A A 5,129 _._.-_ _... N=»
<br /> l _ -
<br /> 30
<br /> _.__.
<br /> rphl This will add approximately 47% of design flow of 18,000 gal/day
<br /> 1p11f6
<br /> All::
<br /> S 753.7 330 1 4.50 I Np Q 0 1.5 3450 QA -
<br /> 5.407.4 234 I3 �-Nn 0 0 23 3700 0.6
<br /> . a3to:.r..• +,�- .5,032.0 Y30 I_�-�f1 0 0 1.2 Ina 03
<br /> IVON
<br /> l Material: Copolymer Polypropylene "�"" 3d• �e..___.__._ � __4��. ._._.
<br /> -
<br /> 025.95 13.00 Color: Green
<br /> Drainage and Septic Products PART NAME:
<br /> 24 X 12 RISER
<br /> Tuf-Tate, Inc. TELEPHONE: 847.550.1011 PART #:
<br /> 1200 Flex Court TOLL FREE: 800.382.70013
<br /> Lake Zurich, Illinois 60047 FAX: 847,550.8004 24 X 12 - RIS - GREEN
<br /> 1 ,
<br /> Key
<br /> . Property line
<br /> d well
<br /> ® Septic system t
<br /> LODE
<br /> s.
<br /> IL VIENTo MOBILE HOME PARK
<br /> Additional Leaching Capacity
<br /> California Regional Water Quality Control Board
<br /> sits Monitoring and Reporting Program No. 89,284
<br /> 1z i
<br /> 283f38 ;
<br /> .. . .. r
<br /> r '
<br /> Site Map/Aerial Photo OCKTON % Site Location - '
<br /> II Vineto Mobile Mame Park 11 Vineto Mobile Home Part
<br /> 11662 N.foam Ln. 11662 Ne Ham Ln.
<br /> Lodi,CA .` Lodi,CA
<br /> Sheet 1 of 2
<br />
|