HomeMy WebLinkAbout020-1489-00-120
~eea2mc-r or :;cam ~eree PRIVATE SEWAGE SYSTEM o'er` St. Croix
tialnN anc bw ump Bivs.v
INSPECTION REPORT sammrv Permr. NC
607056
GENERAL INFORMATION ;ATTACH -O >ERMI'j le:.;an ID Nc
Fear-::. drn:r::hn•. a Frzwidc mey cc (;snd fir vrX-aary aurpcses 1Dnvacy -Tx r. to [^t 11' m)]
.~.rmRlnrnr: Nam, Oav ape Towns^Jr Purcel ?av No
Kernon Bast TOWN OF HUDSON 020-1489-00-120
- z 31d D, Ins: BN E,ev B I UescnF'rcn SecUOV toww'Hanyea lao Ne
' 3 Z GST- 10.29.19.3115
TANK INFORMATION ELEVATION DATA
T, MANU- ACTURLR fi~r 6 CAPA(a'Y iAW)N BS III F S LLL'v
F> ,pLr benchnwrk 1i~-- F~r1~. /acts o 03. 24, /M .3
-)osmg All RM
4A , ..A Z• 166.9
Amahon -Aml Sewer
7.1 94•t
IHnlni9q SU.ft Inlet
gr1 9S. L
SUHI 7ullut -
TANK SETBACK INFORMATION f4/. 75
IHN.:.- P/L_ :47-I RIO :enl r•.n Imake k'✓AD C): Inle:
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9.1 Z
Aurahorr Dist. Pipe q. f y -.a-
4? e
~H:aavly _ _ _ Bo! System 3 93. L
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PUMPISIPHON INFORMATION 3• /A'O.3
Idanuwrlrnel Dernanc ur
I40de No r
7DH Ftlflhorl I ms Sysle _ Tr]H
Lc')917
Usti. 7rst Ic'.tizu
SOIL ABSORPTION SYSTEM
BEDfTRENCH AOln Ier1clh ~ NC OI I..... :c. PIT DIMENSIONS W. 7"' Fe. m+bt caa Lrque 7epT
DIMENSIONS Z -1 rt-~ 1 A -1
SETBACK SY~TLIJ 'C Dr' B_DG :4411 1_AKF rS I RFAt: LEACIIING Mae..fac-urc//~~ e
INFORMATION CI/AM3ER OR
n.J'l '
(~O.AJ A^>t =0 33 11,61 5' Nili~- UNIT .,1odc Nnmhr:r
DISTRIBUTION SYSTEM /(t = 3 Z
_nc ei!I.I.." ai) Jiainuh:m s Hoe SGf n HOK Snaemp +rn' Ic A' ue:
SOd .S
-°Ftt D can ~ xptr Jia `susuny
SOIL COVER X Pressure Systems Only xx Mound Or Al-Grade Systems Only
IicF r er DePm Leer •x DeOlh o' •x -eedeYrsandee o. 1.1 _.^cG
bey r,,: n Ccn:er BC:'Tfe':n EfG°_s IOpYO \
COMMENTS: ilndude code discrepencles, persons present. e1C1 hnpectian ai Inspection x2
~q,.`wS d ws O)'~
Locallow tp71 HOnKINS jft;1
Descrlplion -
f :Sick sewer length = Sy ,1
amo.ln; of cover -
7 `/Z 0.0-- O-lKLx71-
":iv ,v soon Reoulred, Yes Sf'No 5 I ~Q !o'~3~fJ S
Use other sine for addihona. Iniormallan
Date Insv c wx Jcc N.
ii 6,10 tk ` I'
SAN-zorq - 0 5~-
r~ -7- Safety anC Buildings Divisicgl
201 'u11. Washingtor. Ave. P. J FS^% :102 'SannaiN- Tlema Numb= (to be Nie' to by Co-
1
LX" U0705 to
Sanitan Permit Aglica i ~~am'.naaq`m.ymber
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,tK xj a n,= S bt} t t ffe~si-ea Scmcs P=s nal io}trst0o •:'+u prevuL. ma) be ucd fo: s:.ondan /
vT^~rs t'ta [tm'e •at. inc ;'nva•l tan 15 nmi Svrts_ j ~ l ~._T > Ui rFCJ
rv❑ n lnfr nn tw n0o Pl
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iir,.tiin^..ac3-rikhc[ i~pas:d (I;napunra iezplaml_ ~~NC: e:nnvat.krvis texplautj _
\ DnprrsalTrrattn Area. luformauon:
C>-•tm II w ~A;' U 1 Sad Apph au m atc;gpds r.tu nal Arca Rcquvai D•sp= w Area Puled fs1) I STnea
Yl. Tank Info Caf)an• in Lal a o: Mtm um
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Sv,o.-m PLOT PLAN
PRO,IE(•'I, Kernor Bust .ADDRESS 948 LaBarne Road Hudson Wi 54016
SW l14 NE 1 ; 4S 10 !'r 29 V R '9 Hudsor couvrT ST. CROIX
S1'STENI ELEVATION 95.3195.2 5' Below grade 4%4"4 3
DATE BEDROOM
CONVENTIONAL XX)I CONVENTIONAL LIFT HOLDING TANK
MOUND SLI,I W 'TANK SIZI, 1000 gallors LIFT TANK SIZE DOSE TANK SIZI.
H OLDIM; TA\K SIZI-. LOAD RATE ABSORPTION AREA 65 of chambers 32
BENCHMARK V.R.P. Top of 3+'4'pipe ASS( ME ELENA 110N 100' Filter Lifetime Pill--7
❑ BOREHOLE 0 AM1I'LL -H. It. P. same as benchrna•k
Scale = 1/4" = 10'
I
i
All pipin,- shall be ASTM SI)R 30,134. witiun 2-3' X 66' Cells With >V spacing
10• of tank. piping shall he .4STM FS91 B -I 13_;
14_'
91'
30'
404'
Properi
line
14 Slope Vents
R
2 •
Pro : .0
Bedroom
I Iouse
Vent
>6• Quick4 Standard
of Cover Leaching Chamber
with 20.(1 ft2 of area
Hopktr. Drive --24, 5.6f 2pair of end cans
4' Lone 12
Grade at System F.levabon
34
CO F
Ili
I
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
I
715-246-4516
Date: 4/4/19
Owner:Kernon Bast
Location: SW1/4 NE1/4 S10 T29N,R19W 1073 Hopkins Dr. Hudson
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
! 1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-6. Maintance and Contigency Plan
7. Filter Cross Secti
Signature
License numbe # 6900
System PLOT PLAN
PRO.II•a'r Kernon Bast ADDRESS 948 LaBaroe Road Hudson Wi 54016
SW ua NE 114S 10 rr 29 N/R 19 w TOWN Hudson COUNTY ST. CROIX
SYSTEM ELEVATION 95.3/95.2 5' Below grade 4/4/19 3
DATE BEDROOM CONVENTIONAL XXX CONVEN'T'IONAL LIFT HOLDING 'T'ANK
MOUND SEPT](' TANK SIZE 1000 Gallons LIFT 'T'ANK SIZE. DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE. .7 ABSORPTION AREA 651 # of chambers 32
111, RENC'ILMARK V.R.P. Top of 3/4" pipe
AsStrhtE Fa.lev.ATUn Itnl' Filter Lifetime Filter
❑BORIi11f1L1% Ow'1•:1.1• *11.R.11. same as benchmark
Scale = 1/4" = 10'
All piping shall be ASTIM SDR 30/34, within 2-3' X 66' Cells with >3' spacing
10' of tank, piping shall be ASTA4 P891 B-1 13 3
- 142'
91'
30'
404'
ST Property
Line
1(-< Slope Vents
B-2 33'
25'
Pro 3 33
Bedroom
House )9.
Vent
>6- QUick4 Standard
of Cover Leaching Chamber
Ilopkins Drive 22.1' with 20.0 ft2 of Area
4' long 12" 5.61`02/pair of end caps
34>, Grade at System Elevation
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard Leaching Chamber
willi 20.0 ft) of Area per Chamber
5.6ft^2 pair of end plates To be >1' above grade
/ Finish grade elevation
Typical Installation i 100.3'
Vent
Grade ~er't
3'
3 X30/3=Tank
S Lon- i' Lon t
36" Grade at System Elevation Grade at System Elevation
I
Spacing-
2-3' X 66' Cells
Same on other end Observation tubeNent
At end of cell
I
A
16 chambers per cell B
System elevations:
A-95.3'
B-95.2'
POWTS OWNER'S MANUAL & MANAGEMENT PLAN page-or_
TILE INFORMATION SYSTEM SPECIFICATIONS
Owner
Septic Tark Capadly r_ NA
Septic Tank Manufacturer ❑ NA
DESIGN PARAMETERS Effluent Filter Manufacturer 0 NA
Number of Bedrooms I I NA Effluent Filter Model 11!/!r U NA
Number of Public Facility Units_ I -~L NA Purnp Tank Capaci
ty NA
gal
Estimated flow (average) _ C7 J gal/day Pump Tank Manufacturer NA
Design flow (peak), (Estimated . 1.5) V J U gal/da Pump 'Manufacturer NA
Soil Application Rate _ _gaJda f Pump Model _ NA
Standard InfluenUEffluerl Quality f Monthly average" Pretreatment Unit NA
Fats, Oil & Grease (FOG) 530 mglL 0 Sand/Gravel Filer 0 Peat Filter
Biochemical Oxygen Demand (BOB,) 5220 mgiL LI NA -1 MechaNCal Aeration 0 Wetland
_ fetal Suspended Solids (T SS) <150 mgiL Disinfection 0 Other. i
Pretreated Effluent Quality ' Monthly average Dispersal Cell(s) LJ NA
Biochemical Oxygen Demand (BODs) 530 mgiL -Ground (gravity) 0 In-Ground (pressurized)
Total Suspended Solids (TSS) i 530 mgiL 0 NA L : At-Grade CI Mound
Fecal Coliforn (geometric mean) 10" cfu/100rn1 ❑ Drip-Line 0 Other
Maximum Effluent Particle Size A in dia. 0 NA Ollier, 13 NA
Other. -
C NA Oilier.
_ ❑ NA
'Values typical for domestic wastewater and septic lank e6luen•. Other. L NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tark(s) At leas[ once eve O month(s)
ry, (Maximum 3 years) NA
- - ~B-)iear s
Pump out contains of tank(s) I When combined sludge and scum equals one-thiid (K) of tank volume 0 NA
Inspect dispersa! cell(s) At least once every. _ 0 month(s) (Maximum 3 years) 0 NA
;7tyear(s )
Clean effluent filter Al least once eve -f5~~ month(s) ❑ NA
_ every f4year(s)
rspect pump, pump controls & alarm At least once every: ❑ mocih(s) El NA
'lush laterals and pressure test At least onyx eve I-. month(s)
?thee es ry fl year(s) 0 NA
At least once every: 0 month(s)
- ❑ year(s) ❑ NA-I
~7lher. - - - - - - -
NA.S
MAINTENANCE INSTRUCTIONS
!Inspections of tanks and dispersal cells shall be mace by an individual carrying one of the following licenses or certifications. Maat^r
iPlurnber; Master Plumber Restricted Sewer. POW'i S inspector; POW-S Maintainer, Septage Servicing Operator. Tank inspections mast
I'I include a visual inspection of the tank(s) to identify any missing or broker hardware,dentity any cracks or leaks, measure the volume of
T: r
ombined sludge and scum and to chec for any pack uo or pording of effluent on the ground surface. The dispe sal cell(s) sha!I :)e
wis,lally inspected to check the effluent evels in the observauun pipes and to cnerk for any pending of effluent on tre ground surface.
''.he pending of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local
regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (Ys) or more of the lank volume, the entire contents of I'
he lank shaft be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin
Administrative Code
All other services, mauding but not limited to the servrcmg of effluent tillers, mecnamcal or pressurized components, pretreatment units,
rind any servicing at intervals of 512 months shall be ; eerforrned by a certified POWiS Maintainer.
A service report shall be provided to the local regulatory authority •Mrhin 10 days of completion of any service event.
gage_of-
START UP AND OPERATION
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that
may impede the treatment process and/or damage the dispersal Cell(S). If high ooncentrations are detected have the contents of the
tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
During pourer outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be
discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluer t.
To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to tfte
effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels
within the pump tank.
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within
15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve the perforhance and prolong the life of the POWf a:
antibiotics: baby wipes: cigarette butts: condoms; cotton swabs: degreasers; dental floss; dlapers: disinfectants; fat: foundation drain
(sump pump) water; fruit and vegetable peelings; gasoline: grease; herbicides; meat scraps; medications; ot; painting products;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is propetty
and safety abandoned in compliance with chapter Comm 113.33. Wisconsin Administrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings seated.
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code compliant
replacement system:
---Qr-~Asuitable replacement area has been evaluated and may be utlized for the location of a replacement soil absorption system.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by required
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the ruler: in
effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technolog,r a
holding tank may be Installed as a last resort to replace the failed POWTS.
❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation
rust be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as
a last resort to replace the failed POWTS.
❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative
surface. Reconstructions of such systems must comply with the rules in effect at that time.
<cWARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS -
POWTS INSTALLER POWTS MAINTAINER
Name , Name
t
Phone Phone
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
/ 'rL A Name
Name
Phone j 't Phone ?Y C- (C
This docmanerd was draped in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f) and 383.54(1). (2) 8 (3). Wisconsin Administrative Cade.
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ST. CROIX COUN'1"e
SEPTIC TANK MAINTENANCE iWkEEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer (~,1r~✓ ~i~~•._
Mailing Address i~ n
1
Pro Address )
(Verification requned from Plarming & Zoning Depart f new consinrotion.)
I
City/State Parcel Identification Number OZ0 - / ` 11- 60 - /Ze
LEGAL DESCRIPTION
Property Location%,-.J Y< , f J Y-, Sec. TN R-_ W, Town of
Subdivision 5' , c 1 _ L~S2. t Lot #
Certified Survey Map Volume Page #
Warranty Deed # Volume Page #
Spec house yes no Lot litre,. identifiable no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature f taim: to handle wastes. Proper
uraintetmnce consists of pumping out the septic tank every three years or sooner, J needed, by a licensed pumper. What you put into
the system can affect the function of the septic tank as a treatment stage in the waste disposal system Owner maintenance
responsibilities are specified in §Comin. 83.52(1) and in Chapter 12 - St Croix County Sanitary Ordinance.
The property owner agrees to submit to St Croix County Plannutg & Zoning Department a certification form, signed by the
owner and by a roaster plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site
wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than I/3 full of sludge.
Uwe, the undersigned have read the above requirenuats and agive to maintain the private sewage disposal system with the
standards set forth, heremr, as set by the DeparIInent of Commerce and the Departs ent of Natural Resources, State of Wisconsin.
Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning &
Zoning Department within 30 days of the throe year expiration date.
Uwe certify that all statements on thi form are we to the best of mylour knowledge. I/wc am/arc the; owner(s) of the
property described above, by virtue of a wtrrmy deed recorded in Register of Deeds Office.
Number of bedrooms----)
L
SIGNATURE OF APPLICAT\ I'(S) DATF,
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
('REV. 08ros)
COUNTY MAT HOPKINS PRAIRIE 1 ST A
P LOCATED IN PART OF THE NW1/4 OF THE SE1P4, IN PART OF THE SW1/4 OF THE NEi/4 AND IN PART OF THE SE114 OF THE NE1/4 OF SECTIOI
Q I LOT 2 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 19, PAGE 4975, DOCUMENT NUMBER 793551 AND LOT 3 OF CERTIFIED SURVEI
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/Nvisconsin SOIL EVALUATION REPORT 42i:r fi
C9peI trllC'It of l,Or11R'e'nU 3
Dicis'on of and Gu IdrLrs _ ;;toel'c So I Service
a n:;h tort'plee, slip, tan %k. County
P In on paper not less'nan , r x 11 rches r rza '-Ian r~;rst St Croix
. .tl not fronted I p .l
ine ,.pie b
arc ho'i<orlal referen0o poirt lwv: n1WIion and -
pc'renl slope spa e or Atnensrors. i-c-r acov; and -ca: on aid distarce to nearest -oad Far cc !.C
Please print all information. Pendil
I "na'A"Inak--. l.r• I,rOavb, I, S, 41'
-'r{,er'y! a:rer 'r per.;• _o::at fir -
JUN 2 1 p. L 0,;1,'4, NF ':4 510. T20N. R0,.
I°: rpeK C•.vners t:^a Prg Address r-
O ~ c~"' Eilnr'.: N SubC P;al11e Of C;;i'o1K
/CC S. Second St. Hopkins Prairie 1St Addition
Slab 7i CoUC'I ~hH(e
x()iVoriY
Clty lvdage Town Nearest Road
Hudson 5 r Hudson Scott Rd
'Je•.v Coislrucocr Use Residerlial ~ Nurnbe• o' bodroems 4 Code delved desigr A^mtate CGC GPG
Hep'ar_emert ?uhl'o o'cn•nmwgal-Describe. na
Pe•ent malenal oetwash Flood plain e eval on If app icable na ft
r.,;.ra' cornmel is Convor~ktnal system, sys „ rn elev llitm rl7 12ftTlencnes spiced and depth to code 3.58ft belo : grade.
at' rc^o:nnerna..cr5, .L l } <F i(, r_-u -T.
l lri ~/r~✓ ~~i k_1'•. -_Y;- f ,._r ~te 11 '_1 ~ J ~ r~
r r ~
II 1~I ~°nng d boring j
L~ pit Groard s.rt•ace ele•:. 1C0. 30 fl. Depth to Iimil fatter 120 ^ on So 'I Application c i!
io,won Denll• Dominant Crlo• Redox Despnpton Texlurn S:•ucture Cot'sisterce. Rourdar/ Roos G?DI'ft'
_ r tlunse'I Qu Sz. Cool. Cslo S z . cP .ct•p. t•a
0-11 LCYr3;'2 none sil 2r,sbk mfr Cs 1vf .6 .8
J II-32 10yrgr4 none. >:ICI 211sok mfr c5 na .4 .6
3J-46 ~yr44 none grcos osg •nl cs fill .7 L5
4 41 7.5yr,116 none cos osg rill na na .7 1.6
r1g .3 9g. z ~
4unrr
❑ Ro'inr It ,It G'o'_wd surrarv elev 100. A[:' ft DepIP to hriilrny factor 120 in So,l -c ca: or :alr~
Honzor Depth Dom II Co fir Redox Gescrpt'. cr Texture StruCare Cors's!ence Rounaan/ Roots GPD+"
in. Mulsoll W Sz Col. Color Gr. Sit. Sh. •LPG; •e-;;;:
1 0-10 10yl none vl 2rnshk mfr' cs 1vf .6 .8
2 10 34 b0yr4;'4 none trIII 2nlsbk raft' cs na .4. .6
3 34-45 5yl none grcos osq nil c<_ na / 1.6
4 45-120 7.5yl none cos osq m' na na .7 1.6
E'flu 1 3C 22C m_ -L and -SS >30 ISO rut! ' Cfll.uwnt A - i?UD 3- rrrtL and TSS 3C mg+L
CS I Name Moose ~r I'll Sigratur _ Cc- Number
David .1. Steel i- 248960
kdaress o"te Is Snil Ser•vcte Gatc E olualiort -oncucteo Trleprre Nurioer
17.. 14 st St P'v-FSc wi i, x111, L[.C' - 1 - f;(j r ;?47
Prcpcny O.vner East, Kerncn Pa•a~l ~.p# Penainy rraclr: 2 W 3
Fi-I BoringC Boring
P I G•ound sldacc clc~. 10:1.70 Declh to I'n-iting facto' 120 to So1.4pphcat:on Ran=.
Ho-izor Depth Do trap: Color Redox Des-rip: or _cx?ure Structl.re Dons s:ence Boanaary Rnots GPD:ft°
r 6funsel 411 Sz. Cort. Color Gr Sz. Sh 'F•wl '=h~
1 C-9 ' 10yr3O nonce sil )rnsl:k mfr cs Ivf .6 .8
I
2 9 32 1Cyr4, 4 none Sid 21nsLk nnfl cs na .4 .6
3 32 45 5yr4,:4 none grcos osy rol cs na .7 1.6
4 45 120 7.5yr4 6 none ins osy nl 1a na .i 1.6
Boring 4
Pit t;mi.rd st.rtace elec. De^Ih In I rrthny fa::tu• .n. So I.4pplicat:on Rate
Forizor Depth Dominant Co or Redox Description Tex:are S:'ueiufe Cons s:ence Eoan".any Rocls GPD+@°
ITT. tdursell (:c Sz. Cont. Color G' Sz. Sh 'F•rnl -EM
I
F1 4cr r # Poring
9 Pd Srourd surtace elee ae:ah In Ironing facto, ,application Rate
Horizon Dep:n Dominant Color Redox Drsrnpl~cr 1 ex:au: Sruclurc Crns s:ence Eo:maery K::::Is _Al
m. latunsell Uu Sz. Cont. Coll G• Sz. Sh -E'fnl •I nu:
Efrlucnt #1 = BOC: > 30 220 mI and I SS X30 <-_150 myt_ ' Effluent 42 - BOP, ' 30 mg:I and `SS < 30 n4L
the Department nl't ".tn.nPrce is an equal it ltmii, vin icf pr,,\ d&r i i e:ii la, e:. I I cum neui srenze In lose. services ur
need material in all aI •raat: Iurmal. plresc conlacl the dcparrmcnl al 608 64-3,151 0- 1 1) 608-2d-1-8?' _
STEEL"S SOIL, SERVICE
Il;n:c1 f. Stc:a Krrnnu 13:_>t I"'` ~~'11`I
CC1'_ftflV~:IS,~I ~Ll'l-L~}:I'1-~',!s;l_'!\.21'I'til ~r::RrFnond.%,VI51017
:
Lie. : 248921: 0% u of I luistnt. St. C rc~i I )irccl 715-160-0147
I Tonkin, Pmr ric 1st Whinn Ito i Fax 712-246- 518
Tti> sni. evaluati•.~n nas u n h:cte to saliso a 7Ol-.i9_ rNwtc-nm is rt.:e r.nna~.: ~ L;cita=•I~ htr ymtr tx;.
TI -c at:au sa i- Ilik tea -w,: :it tnax net be as sht. 41', as ccnnasrtt Icr Iln., cecrc' ao =lah*i,I,vd at the
r.ete llic sei' test as conar.c2:d.
1
Lccuul
♦ 11 nrlrr::ni< I I::. Inn l
-.11'. 13<al l:n,ark V1 11
Top of A . pk; Qc
I ~ -littrlnt•.
Rtn:ng 17WOO,
I3_' - !(10.1f) ft
y F.
13 ` IM S) fl
13.1 0.00 ft
,
i
~IP
t
')LT
36.69' S89050'05' W 886.07' 349.38'
2.38 Acres
es _ 103,493 sq. ft. in
q. ft. LBO = 926.0
l2.0 C.B.A. = 2.1 AC. ao
8 AC.
N
O N
C7 n
10
CD
q
W
O
O
~ j 1 g3 N -
g ~ ~ ' g9 t0
6 O
o o 0
W N Co
Ip N
2.44 Acres
>a 106,306 sq. ft l
1r LBO = 926.0
C.B.A. = 2.0 AC.
a
Q
r.
1 I
2.77 Acres
0 Co,
n~Z 120,813 sq. ft
LBO = 926.0
565.25' C.B.A. = 1.7 AC.
O I
380.7Y0' - -
ft. L
_ EDNA DRIVE
- - - 290.6-V - - - - - 29
i
564.11' I
W ~
M
D
Z
es
1. ft. ~ d rll
:2.0 O
3 AC. _ 17
M 2.53 Acres W
-110,234 sq. ft M
557.42' DRAINAGE EASEMENT. LBO 923.5
,t seasoosw wnW.or,
a, ♦ s'
11I11 sT~,•a~ 1 ~ ♦ n • ,I ~ n' - I
II l , s.m n. L ♦ ~ W 1. I ~ I
wo. no r e.
cwA- nw vnn w.n $ j "lit a tu< -1,1
tt~ ~ wo mo ® c i.
f e en.w. M f0n $ t T 3, eul :I
r 5 I,{~ I!(
tl ~
i1 1 et' sorn>.: aeadro4w mr. r--T
& 6 0
1 o ss.o
I ~ V'IIA YM. ~ 4. HAS
1 l ~NYn !MO ~I~ 1
_~i ln0.S! ~y lg ntl nxPO • • _ 11
1 ~ 7 \ ~ l G.OA ,fM. I
a Ia] GnA ,M -
♦ ~ >60 M,M
wo 1xu M:, Q ,oo. o».! 3.00
2(.!,3J
ViiBM
I " f!,L. ~.1 II
• 16
r
11. • •u I i , t) / ~ I~
10 A
O ~ Y aN n. i.> yn Y e / i
O1° 1. I~ c.`o°w isn .nc
me 15 y
< 4.u /
ua.¢ n
• C nN ~
I1~ s{ Y
• ly 14,
• f ••xonp~IlMl F
12
,wn aaen o
i I .i CA.A ~nM..
n.
11 j
f, • •P
13
ee
awe k `
n
e
, eA. ~id()- I 189-GO-IBC
~o.a9. 19.3115 ttzo5s
X IV- SOIL EVALUATION REPORT
3
FI anmrdannc •.eith CDmn' ES 'v; s :giro. Care 07 3 ~v~k; ny 'ace 1 0,
C?anarrmen' -f :crnmen~e
Di,;isicr c' Safety and Dui pings of% S:eel•s Soil Service
Dotty
A1:ach ccmplele s le plan or paper lief less than 956 x 11 rches in s ze. Plan n,rst St. Croix
indoor b.l: n-i i fr :ed is:.C'Gcal arc horizcrial :efcience point +6m:. ercciion anJ
pe•cerl cope. %::a a or ;amens ors, north arovr and ocation and rrslarue la nearest :Dad farce' IC
Mending
Please print all information.
R v;eaF ~ --i Cate
P=rsoral n'or ~l art yn,~ prc,i.._ -ay :.=.i. d fx =ernnc ary r upe;es (nri •acy -ax s 1S C4 :1.:M i
Propeny Owner P•openy Locatior
Bast. Kernon c_;nv .01 na ` SW114, NF';4, S10, 329N. R19'o:+
PropeKy C',vner s Nla I rc Address Lo: # Dlock # Sohd Varne cr f:Std#
400 S Second St. na Hopkins Prairie 1St Addition
::r,• Stale 21n Prone. Number CIry V Cage To%vn Newest RCao
Hudson V•,+1 54016 715-386-0217 1 Wilson Scott Rd
l conslructicn Jse Residenlia Nwrbe, of betlrocros 4 Corse derived design flaw rase 5CC Gl
Repacemerl PupLDO• nnrcrcial-Gescnbc. na
Parent malena outwash Gl::rn: plain rtoualion, i`axlicab e , ^In?1. fi.
General comments Convrntional system. System cle-ml 07 12`t Tenches spared and depth to core 3.58ft :le ow
and recomrnendal
Holing # Boing -
Pit Gra.rd surface eye;, 1CC.33 ft Depth tc I mii rn'arlor 120 in. 'Sat Applicator Rate
I torizon Cep:n Corrinart Color l Dew plion 7exure Slrucnre Consistence Boundary Reols GPC!ft'
in. rV.unsefl O.r. Sz Con: Co 0r Gr. Sz Sh. 't t-et •i ac
1 C, 11 10yf3i2 none sil 2msbk mfr lvf .6 .8
2 11-32 10yr414 none sic! 2msbk rnfr na A .6
3 32-46 5yMl4 none call osg nY cs na .7 1.6
4 46-120 7.5yl none Cos osg nY na rid .7 1.6
IT] Boring # Rorrt:c
Pit Ground surface clew 100.30 fl Dept, to limiting factor 120 rt, Sol Acpl ca: on ?ate
I •orixor Depth Corn ran: Color Redox Cescrip:icr Texture Structure Cnrs islerCO 9ourcar; Rooi .^,PUifc
in. 141.1T r set Ou. S<. Cool. ; aao, Gr. Sz. Sh 'E"f •Elfu2
1 0-10 10yr3 2 none sit 2msbk 'nfr cs lvf .6 .8
2 10-34 10yr44 none >ICl 2msbk mfr cs na .4 .6
3 34-45 5yr414 none grcos osg rill cs na / 1.6
4 4S-120 7. Syr4 6 none cos osg nil rid na .7 1.6
ffhenl#1=POE) . 30<:220mrtl andISS>aa S0-n4L 'E luerl#2-DOI) •:30 rig!. ant.TSS<30ri
CS' Carte :P case. Prints >ign~ re CST Number
David .I Steel i~ 248956
Address Sie.-Is So I Service Cale E'aaP,rato,•r ..r;nnr.ctei Telepnnne Number
'3S8 I4'sl 9t t.n,: RiePn- o id.' r,I E'11?2CC? 71 ?fjr]-f:',47
i
l~r:;l,r~-r; n'a,c~, [3a~t, tCe•n:;n Px1,21 D# Pending Page 2 of 3
I Boring k Bo my
LJ P I G'ound surf;:re elev. 10':1.7U ft. DePiF to limning fa-to. 120 in gol Application Rate
Yo•izor Declh Do,^rran: Color Redl x Des::np' on 'exture Struclr.re : ccs sletme Roun::ary Foos GPD+
r. tdr.nsel Cu Sz. Cort. Color Gf Sz. Sh. 'e'rnt '_W
1 0-9 10yr3•+2 none SO 2mshk mfr Cs 1vf .6 .S
2 9-32 1C•yr4 4 none yd 2rnshk mfr Cs °a .4 .5
z 37-45 5yr414 rove quo': osg rill a: rd .7 1.6
4 45-120 7.Syr4:6 none cos osg ml ra na .7 1.6
Honng
3m rn # Pi. Grourc surface elev. ft Deptn I; ImIr rc factor I•coil And ca: on Rase
HOri]on Cep:h Con-inart Cobr Redox Cescrp6o11 7 ex`I", Slrlsiwe Consistence Gou•tdery Roos GPC4I'
in. Morsel Qu. Sz. Cont. Cclo• Sz. Sh. 'EnPt •Frr„z
I l i
Boring
c?er rr: # Death 1o I n•i: rg'actnr
PF GrC Urc curia ot•i•IT Sort ei::pPcal on Rate
I-IOrizon Up,I lionmgt'I Cold Hedox Cesrnl?h an lextre S''64ture ns A'c'ICr~ GuJ9dary Roots ('111MV
in. 'Auusc• I Cu. 9z C;<:11r G' Sz. 6F VI C 'PPS:
i
' Effluent #1 = BCD._> 30 g 220Ing?I iv:: 1 S ->20 <'Ihti lr_y~_ - CPcent #2 - GCC < 30 mgl erfi r-1,4
1hC IhT tr!mrnt of (unnrcic is ua cquul omorluniP s.n icc pro I, idcr 91 d ':nplo.,::- If t,nl I'r.d .m..Imancc to aci e.. serciecs I1r
need Ir:dcrial in ae :II ,r) !?C Innttal rIeasc ,nnlull ric &1'; a1aICn1 :a 6115-?Gh-? I I of 1 11' M1p$-?h.l-S?'?
1II"1.9 rl 1 ilk •ryy., tirrv`'s <n C^rnrf
~n(3
S'I'E.H."S SOIL SER`'ICF,
David J. Slcel Qwlyl 111,, 13' , 141 S'..
('SI'-p()\\:SR'I S\\". 4.\F14.SI1IQ\.RloW 1Zichrwnd.\VI 4017
4.ic- 4249956 n of Hudym. St. (VAX (b Dheel 715.76041347
11Opkirn Ptai is I ~I \dditior I u' 3 Fa '15-24h-0311
I h., ,nil t vahl- inn ~ond,:c-.cd to I I,.l,r a to"in, requh:n•i~n-, B III nr ri..:. WI <..IiI ih'c li+r y,.n nW,
Tu: h,calicn of lr; test ma. o- n;ry not I-c m sho•.m an permarm A IAcs „crc not r sta'nli>'acd m the
time the sal Icst "is eordli ced.
I ~ Lt•!,cntl
I c
/ ♦ -I;u-hntr}.'~~ir. ~i,;iii It ~4 jl - C J l op of 3 4- prc hihe
• V't1'cnchlrark GI IN1.20 It
Rip of ;'4" pec pipe
- HOW,
Voting lWa6ens
- _ - - - 131 100.30 ft
B- 100.10 ~t
~l
1 i3 IUO.?tl 't
134 0.00 ft
q?. \
qX
i
P 7
`}I ' her - 4
y,
7 ~ I
36.69' S89°50'05' W 886.07' 349.38'
. 31
2.38 Acres
es 103,493 sq. ft. ut
q ft li: LBO = 926.0
8 AC. C.B.A. = 2.1 AC. p~j
O N
~ n
\ L
q
W
0 -
O
391 y3 ~
O
0 o Z
w OD
'01
k 2.44 Acres
'fie >a 106,306 sq. ft l
p - LBO = 926.0 ~89~5$
C.B.A. = 2.0 AC.
an
2.77 Acres
tP ZR~
G 3 120,813 eq. ft
LBO = 926.0
565.25' d C.B.A. = 1.7 AC.
ft.
EDNA DRIVE
1C. HOhC LEd3 r - = E>ao
i - - - 290.65' - - - 29
564.11' - j - - -
D
N
es F7 Z
1. ft. Q W _
2.0
of
3 AC. J N 17
I M 2.53 Acres
K- 110,234 sq. ft M
i s
557.42' DRAINAGE EASEMENT. LBO = 923.5