HomeMy WebLinkAbout022-1043-70-000
"ouhy St. Crolx~
-s„o.pati-err c•Cc---efcc PRIVATE SEWAGE SYSTEM
and ?mrou' Cwisic', INSPECTION REPORT Sanitarry Per'-INo
606955
GENERAL INFORMATION (Al TACH `O PER?:11T) Slate P an ID No
Persorat irfowt ;tao ,r,., pwoJe -ay ye used for Sewncary purposes IPr vy'_nnt s 15.74 rt;imi1
I It u i ce-S `.,"e Cfy V.Inge '6xnship Parce,'Tax No
Peter & Bonnie Rubinstrin Bloh-11 TOWN OF KINNICKINNIC 022-1043-70-000
CS' SM E'o: I^so. iilal F.nr. ptic ~O Sec-icn'To.anl'dange%13p Nc.
~q+) ~jf✓` C GST cF 15.28.18.235A
TANK INFORMATION ELEVATION DATA
IYPE MANUFACTURER ; S CAPACITY STATION BS HI FS ELEV_
Septic , Ire Benchmark IOJ L /C~j
W l O
Alt. BPA
P~ ~ o ~ cJ ~ ll... Le
Aeration Bldg Sewer 3• g 96 g5
Hoidi no SL'H! Inlet
SUHt ouUe: ~ 7 5 95 , 4
TANK SETBACK INFORMATION
IANKTO AP;- WELL 'c,tV u'.n:a^c ROAD D: Inlet ~
7 L_
Septic /c13Z t Dt Bottom
Drs n^ Ilcader+PAan. rb 7
a
Aeration •65 94r(D
Hcldng Boi. System e V 7-7 92. Jw~ Vie, 2 IF Final Grade ~ , 05 g S- • L
PUMPISIPHON INFORMATION
t^tanutacurer Demand S: Cover/.1 y Y5 /e . Z,
GPIA 11~~ Q I l^, ~Jp 5
P,lccel NI - p~t` I a.~l~ ~Y O
')H Lift- Fr'caon is ' Head I UH I t ~ ~r b7 CQZ, Cj$
o'cemain Lenylh Dla. to'o',eu pf(zt. 3, 9-7 Q
W
SOIL ABSORPTION SYSTEM
RED;TRENCH J!t~ O~ .en3tt1 No. !)f,f'enc"e PIT DIMENSIONS No Ol-Js Ins do Da. Lquol:epth
DIMENSIONS ~ •
SETBACK SYSTEM 10 PrL BLDG WELL I AKE:STR FAfa1 LEACHING h7a',u'ac:u•er
INFORMATION CHAMBER OR
DI n Pa. rf ~t~ UNIT Model Numter G CJ~
fl7-
STRIBUTION SYSTEM
x Hole Site x I I Spacing Ven! o A In - ^e
Iiea,Jer.,,7fUI,;/ J I:~EA4h_tior.
G N pe;51 L /G
Lc,np•~ 7ia~ .engm_. ❑a, Sp3c ng__
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Oc'vP. 6:z' xx Jzp:h c1 xx Seedec~SocdeJ xx Mu chec
I:epn` Oac" No
GrdrTrench "an'e' 7 eedrLcnch i-tlges ` Topsw t NO
COMMENTS: (Include code disciepencies Persons present, Cl inspection #1 Inspection #2:
Location: 309 N RIVER RD,' / x^' ~`1'~_ /J( J
1.; A I BtA Descriotion
2 i Bldg server cerg!ft ove =
- amount a,m of f cover = 7 Silo
Plan revisicn Regurc ) Yes No I I ~ g I 640 -17q
Use olher side fcr add Donal informal ( - hsecctoi 'ignat~rc Corr No
5? D'1? II R yr[,T, Dane
`JAN
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`I Safety artd Bdlnngs Division County
~T. L Rp IA
= P I I 201 W. Waeh'stgton Ave.. P.O. Box 7162 Samany Permit Number (m be filled m by (.o.)
Manson. WI 53707-7162
5-:5
Sanjta~t Ponnit Application - -
In accadamme with SPS 393.21(2), wis._A _(;_Qde, whm;Crion o(dkiS fum ro the,pp~opruuc gowmtmul ®rt N7`
ii ftgoimd prior m obd®iog a sanitary pine Note: Apo- oboe fours fur atam-wv.d POWIS R n,fstddod in the Department of Salety awl ktofcsaiaml Se t, s Penvmd mfeenadion you pw xlc
may he tsed [or satmluy Prgat Addrec (ifdiflerent than ruling address)
P'nP'>ra in accatiu,cc wiN the Privary Lay, s 15. 1 m SWs
r I.AppamnM Infaamatlu - Ple Pont An laftwsafLa _ ~SI.ME~ 34 9 ~tJI.C..
Propcny Owner's Name Parcel r f
Fc 7EP- ~ BW' 'VIE 1Zu My SMIN &bC#1 OZZ-1043 -70- Vivo "SA--
City Prorty pvmer's Nailing Addass - - p+~~, 8. 361 y U l v a< curt cot -
.Stun 7.iv [ode _..Phone Nnrnber Srcum
RIV i40C.Sr - 64022 -7)5-30`7-.8 g5t7
- _ (rJmtt rot
! Jv _ E ur ~J
U. Type d fAadfaa (Nett astern apply) Lul r - T Z$_ N: It
I a ?Family Number of Balm Sobdivisim Name
iJPublid(b,,nen: l Uescnh Uac ~oaLN7 I -..g it.16
. ❑ City`nosf_. -
i O Scale ''Owned - IL)cK* C l?a (60 CSM Number U Village of
IT ArDYS ~I Lf ✓I!t P341?!5 )a Townuf to k.K%Ai4IC-
m-'4•pe _ - • (e.'hedt only me bo: o. u.c A. Campkte Rate B if applicable) - -
A New System, 0 R
neat SY'M- ❑ TmaooatlHolding Toot Rgiiaceawn Only 0 pea Modi6ea6_ to
Existing Syaan (explain)
Penns, it Nmnba and Ouc 1¢nrd
mi[ Rotcwal ❑ Permit Rdrstm ❑ chance of Phmiba L] Pervert Transfer to New I.ia Previous Perm
Before Expaurm Owe
o ~I/Devtce: (Geed, as there surely) -
Nm-Prcaaurtzd In-(itotmd (lPraam"ed Ia-liramd ❑ AI-GMe ❑ Namd> 2e ie_ of stuablc soil LIMaud < 24 m of uL"Wc soil
f L. Holding Tani a IhRawl f ompoptat (apWo) L~ Prtrsbnem[ Device (explain) t /~i~T /
V. DlspcasaV[?c_f_ [Arne faLemafir: _ _ - _
Ihsign Flw (gpd) D qm Soil Atylioum Disperwl Atu Ret~arr Dupcml Mu Nepaed System Elevation
VL'faat Info - Capacity in Total t of Ma,mfaaorcr -
Galltms Gallons Units g $
Nw Tarts lapirq TSn4 L 7' r U0 C;
~tcao a I wl~_
F V I(_Respombility Statement- 1, the naM m*304 auamm respnaaadw far imta0aeaa of the PONTS.harper on the attaehad pWs.
Phmiav s Name 0'~U Plumber`s NP/NHGS Number au$ntss Pbooe Nuaher J -
Cl cr/r cis C l> ' 1~J <6 IS /!'S_ c /-3'132
Plumber's Address pmt, Gty, State, GP Crxk) -
vim Can 1Dearrtaeat Uae Only_ -
Approval }iTi--sapp(noed Permit Fee Unite $igpapye .
I 'rte 4 lY
A al? and
. ConditlbWMAQpA61MReaams for ilirappro"I A r -
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1 2~ IGC2 ~n.Gt~~' ry ' Iq.f..~ ,OfeseC ,
SHD-6398 (R. 11/11) / _I
Plot Plan Page 8 ofH
PROPERTY OWNER.-FMK j &ALQE KIABV45TRl.''{ SLOM Y = 40 Ff.
(except where noted)
legal ae=iptim:_ b4 1, e5m V. /lr A; 695 i_cCAn7 b iA 7HE 5WA 4F: -FHF 7p- nackAoe pit
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GeoMat IN GROUND AND DOSING DISTRIBUTION COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Owner Info
Project Name- KINNI HEMP COMPANY LLC
Owner's Name PETER & BONNIE RUBINSTRIN BLOCH/JODY TESTABERG
Owners Address 309 N- RIVER ROAD
RIVER FALLS, WI 54022
Property Info
Properly Address 309 N RIVER ROAD
Legal Description. SW SW S 15 T 28 N R 18 'A1
Township Kinnickinnic County: ST CROIX
Subdivision Name: NA
Lot Number: 1 Block Number: NA CSM# d11, P3095
Parcel I D. Number 022 - 1043 - 70 - 000
Plan Transaction No
Index Pages
Page 1 Index and title Page 9 Filter specifications
Page 2 Data entry Page 10 Soil test
Page 3 GeoMat dist. cell drawings & calculations Page 11 Soil test
Page 4 Lateral and cell cross section Page 12 Soil test
Page 5 Management & contingency Page 13 "jEle9e AEK1 AL
Page 6 Maintenance & specifications t'MF- 14 rvwrc yxcs
Page 7 Distribution media
Page 6 Plot plan
MARY JO HUPPERT License Number 1859-007
Date 10106/18 Phone Number 715-426-1 r 7 5
"EEtes, er Qmp: State of Wisconsin Approva' Stamp
* MARY JO y'r
HUPPERT
D '1859 ;
;RIVM FA.!.' 1
_ I I esiLin._a F'u rs ua of '.n 7 iC
. - _ GeoMat In Ground Component 17anual Ver March 20 2017.
~~1.$VVMP Publication 9.6 Design of Pressure Distnbution. Networks for ST-SAS (01?81) and
Pressure Distnbution component Manual Ver 2.0 SBD-10706 P (N 01'01. R. 10+12)
GeoMat In Ground Version 1 0IR 312011-N Page 1 of 1If
In Ground and Dosing Distribution Component Design
Design Worksheet
Site Information
Residential or Commercial Design N ISD Required?
300.00 Estimated Wastewater Flow (gpd)
1.50 Peaking Factor (e.g. 1.5 = 150%)
450.00 Design Flow low (g pd)
6.00 Site Slope
WH93.50 Prop. System Elevation (ft) /
46.00 Depth to Limiting Factor (in) / Reason For ISD
0.60 In-situ Soil Application Rate (gpd/ft')
93.50 Lowest Original Grade Ele. In System Area iftl
~J-5 • G Highest Original Grade Ele. In System Area (ftl
Limiting Factor Elevation (ft) `
Ip -1 50 Depth Below Grade t~
i
Distribution Cell Information
3.25 Cell Width (ft) ~ ] Number of Cells
- 2.00 Dispersal Cell Design Loading Rate (gpd/fl')
2 Influent Wastewater Quality (1 or 2)
Pressure Distribution Information
211 Center or End Manifold, Dist- Box or Drop Bcx
2 Number of Laterals System dosed:, N 88 LateralSpacing(ft)
Manufacturer Information
Treatment Tank Information Effluent Filter Information
1000 00 Septic Tank Capacity (gall Polylok Inc /Zabel Filter P/anufactcrer
-
Vt'mser Con mete Protlucts_ Inc !elan Jfactu rrr 122 Filter Model Number
Project: KINM HEMP CCMPANY ; I_-- Page 2 of 11
In Ground Plan View
- }3
. .
- L
Calculations
I 1 ft A 3 25 ft Basal Area Re uired 562.5 ft-
K 1 ft B 40 ft Basal Area Proposed 562 5 ft'
S 5. ft L 42ft
W 14o6ft
Basal Area Calculation G e o M a t Dis ersal Cell t3asal Area Calculation
GPD Loading Rate GPD Loadin Rate
450 08 ya.)%q Ntlay 450 2.00
Total 562.5 ft' Total 225 ft'
Pro osed 260 ft'
Number of Cells 2 GeoMat Width 3.25 fl
Cell Length 40.00 ft Lineal Feet of GeoMat Required 69.2
Min. Cell Len th 346 ft Lineal Feet of GeoMat Proposed p
Cell S acin 5.56 ft NOTE_ Min S dbnensron - -
System Elevation 93'C`
Limitin Factor ft
Separation 2.04 2• Min
Directions
Play with cell length to get desired cell spacing, length and width. Remember system SFiG~jLD be longer that. it is
wide It must also Satisfy basal loading rate and GeoMat cell loading rate
Project KINNI HEMP COMPANY LLC Page 3 of 14
Ena Connection Lateral Layout Diagram
ad
1 ra ="1_.ICI iU DJ k ~..Ft L° dot rr;ll - ~
Lat I,1~_ir;-B B1I ;rIL t-
4.00j it
Distribution Cell Cross Section
1 1 t~ rr
\A Il\'1 SUll.
G I•(o~-l
Observation Pipes
F,rWt:n~4
it
V A{
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rise
PFC.,I FIVV H9✓P t;nvd AF, `r'
PaNs 9 oCF~
Notes/ Maintenance Requirements
MANAGEMENT PLAN
This private onsde ver stewater (POWI S) has been designed. and is to be installed and maintained in accordance with SPS 383, Wis. Admin.
Code, the inGround Soil Absorption Component Manual for Private Deader Wastewater Treatment Systems Version 2.0 SPS-10705 P
(N 01/01). GeoMat in ground Component manual VTA. AlAg-ty ZL 1 d
1. This POWTS has been designed to accommodate a maximum daily flow of 4 @0,s of wastewater per da The ua!
dod:&ge into the 'OWTS treatment or dispersal component shall be equal to or less than all of the following. p y q rtY of influent
ti monthly average of 30 mglL fats. oil and grease
F monthly average of 220 mgrL BOD5
A monthly average of 150 mg+L TSS
Wasfewater had not dr :harge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement
standards and preventn0 e action limits specified in ch. NR f40Tables I & 2 at a point otstandards application, except as provided in DSPS
383.03 (4), Wis Admin. Code.
2. The owner of this POWTS is responsible for system operation and maintenance.
3, Defects or malfunctions identified during maintenance described above shall be. repaired in conformance with SPS383 Wis. Admin. Code,
and the pertaining county Private Sewage Systems Ordinance. The user's manual, provided to the owner of the POWTS includes the names
and telephone numbers of the property licensed individuals to contact for such repairs.
5. No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept.
or Commerce in accordance with SPS. 384, Wis. Admin. Code.
6. If the POWTS is replaced, or its use discontinued, it shall be abandoned in accordance with SPS 383.33. Wis. Admin. Code
NOTES
Two Effluent Filters to be installed where possible 1 to be installed in ST. and or 1 in pump tank in
order to insure particle size less than or equal to 1/8'. Fraers should be cleaned once in spring. and once in fall. Also, strainers in sinks in the
building shall be maintained, so that solids and fats are minimized to flow into system.
A minimum of 2 observation pipes per cell shall be installed. These pipes shall be located approximately at the end of each cell.
I he plumber, or county shall see to it that a copy of these plans including this page, maintenance folder, and maintenance agreement is given
to be homeowner.
This system may contain a dose chamber. If a pump, float, electrical outage causes the dose tank to fill, the homeowner should see to it that
:he effluent level in the tank is brought down gradually and not at dosed to the system at once. One large dose could cause damage. Contact
a pumper or your installer if this problem occurs.
The homeowner is responsible for formulating a water conservation plan that will ensure the system is rarely overloaded. I.E. spread laundry
out over time, not 6 loads in 2 hours, while everybody showers, and uses the toilet. ETC
CONTINGENCY PLAN FOR COMPONENT FAILURE
A Septic Tank. Any structural failure resulting in cracks or leaks in the tank must be corrected by replacement of the septic tank component.
Leaks in the joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water-
tight.
B Outlet Filter. The outlet filter shall be replaced or repaired when it is ether no longer capable of preventing the discharge of particles larger
than 1/8 inch or when it has become permanently degraded by clogging so as to interfere with the design flow out of the septic tank.
C. Dosing chamber and pump. The dosing chamber shall be replaced of any structural failure is found. Leaks in joints between manhole risers
or covers shall be repaired by replacing faulty seals with approved materials to make joints water fight. Tire pump and controls shall be
replaced when they are no longer capable of functioning according to the design plan.
D- Pressure Distribution Piping Partial dogging of the distribution network may result in unduly long dosing cycles. The ends of the distribution
'aterals may be exposed and the threaded end caps removed. The piping can be disconnected on the outlet end of the pump. The distribution
piping may then be back flushed to cleanse any accumulated matter from the piping. It is recommended that the dosing chamber then be
pumped by a licensed plumber.
E. Soil Absorption Cell. The discharge of sewage or wastewater to the ground surface is strictly prohibited due to the human health hazard
created by the effluent. All failures created by surface discharge shall immediately be reported to the appropriate county. The pump shall then
he immediately disconnected to prevent further discharge to the ground surface via the soil absorption cell. The existing septic tank and dosng
chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved. The replacement
shalt be inroated only after any necessary plan approvals have been ebtained from the
appropriate plan vview authority and the required santary permit is ob:amed front the county.
Project KINNI HEMP COMPANY LLC Page 5 of 1q
In Ground System Maintenance and Operation Specifications
Service Provider's Name' DARREI. L'S SEPTIC SERVICE Phone F715-425-102
PO'Ju'!5 Regulator's Name St Croix County SPIA. - Zoning Office- _ Phoned 5-386-4680
System Flow and Load Parameters
Design Floe: - Peak' 450 ~gpd Maximum Influent Particle Size 118 in
Estimated Flow - Average 300 gpd Maximum BOD5 !!!30 0 mg/L
Septic Tank Capacity 100o gal Maximum TSS mg/L
Soil Absorption Component Size 130 f!` Maximum FOG 0 mg/L
type of bVastewaterDomestic Maximum Fecal Colitorm E4 cfu/100 mL
Service Frequent:
Septic and Pump i ank Inspect and,'or service once eve 3 ears
Effluent Filter' Inspect and clean as necessary at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test periodically
Pressure System Laterals should be flushed and ressure tested eve 3 ears
In Ground Inspect for ending and seepage once every 3 ors
L
Miscellaneous Construction and Materials Standards
1 Observation pipes are slotted and materials conform to Table SPS 384.30-1. have a viatertignt cap
and are secured in as shown in the GeoMat In Ground Component Manual Ver. March 20, 2017
.
2 Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Comoonent
Manual Ver. March 20, 2017- Media is covered with an approved geotextile fabric.
3. All gravity and pressure piping materials conform to the requirements in SIPS 384, Wis. Adm. Code.
4. Scarification of basal area ;s accomplished with a rake or other tool.
5 All disturbed areas voll be seeded and mulched to prevent soil erosion and help reduce frost penetration
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12 ASIM C 33 Sarr1
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53.5 Feet
Project KINNI HEMP COMPANY LLC Page 6 of 1~
GeoMat Distribution Cell Media Layout
2_~'.Cell Width in) ?n;1] Sidewalt to Lateral (n)
Distribution Cell Cross-section Arrangements
~J Q
C
Component Legend
O ~!~xributan°~ce
„6'at n covered with. approved geole+Aile IaMC as per the ;her product approval
Distribution Cell Plan View Layout -Typical
3 ]Cell Width-A(e) [-40.W Cell Length-8(h)
Cn(r JlliiP!'il0li I .l. ~'.rJl i2y'Gil( i; i</U~~R`
- - r r Lei
- -
Typical Dispersal Cell
Observation Pipes
M
Prcieot KINNI HEMP'I-,FY='AP,'~•_tC Ct
Plot Plan Page 8 offl
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PROPERTY OWNER: 'P~x j FiOA"E Fu8W.5rRf4 Ec.DM _ Y = 40 FF.
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SEPTIC MANUAL ws1,6 US HW1 10 uApEM ROCK. M 54750
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SEP'T'IC TANK MAINIF1MMM AtR&DAMNT
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Wsconsin Department of So" dPrrofessional Services -9a~-
Divisinn of Industry Services ID
l 0 2~tia OIL EVMION REPORT
Page ~ of 4
in accofd ce with'I SPS 383, Wis. Adm. Code
Attach cam fete site plan on County ST. CROIX
P P p per_nbtJestren 8-1PFx 11 inches in sae. Plan must
include, but not limited to: verb 91 and horizontal reference point (Btu, directlon and Parcel I.D.
percent slope. stele or tlimens ,north arrow, and location and 6 Wee to nearest road. 022 - 1043 - 70 - 000
Plea a print all inforrnatfon. Revi by Date
Personal Information you provide ay be used for secondary purposes (Privacy Lew, s. 15.04 (t) (m)).
Property Owner Property Location
!'h'1'LK & BO vNl KIJBIN TR1N f31.OCH c.o Judy Testabery; Govt. Lot SW 1!4 S ' 1N 15 T 28 N R 19 E(or)❑W
Property Owners Mating Address Lot # Block # Subd. Name CSM#
309 River Road I I1 3095
City State Zip Code Phone Number try []Village W Town Nearest Road
River Falls, WI 54022 ( 715) 307 - 9456 River Road
New Construction UseQa esidential / Number of bedrooms Code derived design now rate 450 GPD
Replacement 13 blic or commercial - Describe:
Parent material _ Flood Plain elevation if applicable N 4- fl.
General comments
and reconunendatiuns. conventional in-ground gravity gcomat system 0.f loading rate
system is for an agricultural building for hand washing purposesbathroum
11
a Boring # ❑ Boring
O Pit G ound surface elev. 95.60 ft. Depth to limiting factor _ 48 in.
Soil Application Rate
Horizon Depth Dominant C or Redox Description Texture Structure Consistence Boundary Roots GPOM
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EtWl 'EfW2
1 0-40 ZSYR2.5t' 1 21'abk mvfr cs 2vf-cg 0,6 0,9
2 40-48 I0YR3i6 set 2fsbk ntfr at Ivf-f 0.4 0.6
4 -'ll
r Jt
42
❑ Bon # Boring 95.30 49
Pit G and surfer. alev --ft . Depth to liming factor in
Soil Appli Rate
Horizon Depth Dominant C or Redox Desciption Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Do. Sit. Cont Color Gr. Sz. Sh. -Eff#1 •Eff#2
1 0-16 7.5YR2.5i - 1 2f-mabk mvfr cs 3vf-co 0.6 0.8
..7 16-24 10YR313 A 2fsbk muff cs 2vf-co 0.6 LO
3 24-30 I0YR3/4 sicl 2fabk mfr es Iof-co 0.4 0.6
4 30-40 IOYR4i4 sicl Ifabk mfr es Ivf-f 0.2 0.3
5 40-46 IOYR7,3 Is Osg dl as Ivf-f 0.5 1.0
4fi- sandstone
J r
' Effluent 81 = BOD 30 < 220 mgrl and TSS >30 < 150 mg/L ' Effluent e2 = BOD < 30 mga and T _
CST Name (Please Print) _ - Signatu CST Number
MARY JO HUPPERT Holli ens Soil Testin &Desi n 224932
Address Date Evaluatl Conducted Telephone Number
28 J97 King Arthur Court, Danbury, WI 54830 09 - 13, 2018 71 ~-426-1775
Property Oimer RI HIASI RIAIll _UCII 112 11143--r'0-600 4
Parcel ID # Page of
El Boring# Boring -
Pit Ground surface elev. 93.10
R. Depth to limiting factor -.46 - is
- Sal Appl ication Rate
Horizon geJ77 lor Redox Desulphon Texture Structure Consistence Boundary Roots GPDRf
Qu. Sz. Cont. Color Gr Sz. Sh. •Eff#t •Eff#2
1 01 3filRsbk rnvfr cs 3vGco 0.6 0.8
1sl 2fsbk mvfr cs 2vf-m 0.6 Lfl
3 3Is Osg di cs
Ivf-m 0.7 1.6
4 310Y117f3 Es Osg dl cs t Ivf-f 0.5 1.0
46• sandstone 6 6 Z.1i
c
Boring # Boring
Pit Groundsurface elev. It Depth to limiting factor in.
H
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure ConsistenceBoundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
I
❑ Boring # Boring
Pit Ground surface elev, Depth to limiting factor _ in.
Soil Application Rate
Horzon Depth Dominant Color Redox Descrip[on Texture Structure Consistence Boundary Roots GPDlft' _
in. Munsell Qu. Sz Cont Color Gr. Sz. Sh. •Eff#1 •E#2
Effluent #1 = BOD, > 30 < 220 m(VL and TSS >30 1 150 nigtl. • Ef r eol 02 = SOD, 30 nn,'L and TSS < 30 mg L
Plot Plan Page 3 of Al
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PROPERTY OWNER: ~7Ey2xf KONtiiE Ru8W57A'I1J 8 (except where rated)
IW 7tiE SW" L~ - backhoe pit
U4 I Csnn V n, 9..3095, zzF "Tt1E
Legal Dexription_
W rS 1 "4 V,IIL%/ -VLj4; 0f KItiA)IeKINNrC_ 5T. CRWI)C _ 1~.0bl AeXES
31~i!J IZ_IE!< Ren^~ z2-/043-70-0CC
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