HomeMy WebLinkAbout032-2017-95-000 (2)
666 ZZO OdZ» 26/7-1$ - 000 S ow• e ~sa~Q- ~r,L
State of Wisconsin 5
DEPARTMENT OF NATURAL RESOURCES Scott Walker, Governor
101 S. Webster Street Daniel L. Meyer, Secretary
7921 Telephone 608-266-2621
Box
Madison WI 53707-7921 gg eee FAX 608-267-3579 WISCONSIN
g~„~m EIVE TTY Access via relay - 711 DEPT OF NATURALRESOURCES(~ +
I~ ~ liar
October 6, 2017 ST. CROIX COUNTY Project No. S-2017-0697
,OMMUNITY DEVELOPMENT
Mr. Timothy Auth, P.E.
Auth Consulting & Associates, Inc.
406 Technology Drive E., Suite A
Menomonie, WI 54751
Subj: Holding Tank Installation to Serve Building Fire Sprinkler System for Action Battery Wholesalers,
Inc. Somerset, WI
Dear Mr. Auth:
The Department of Natural Resources has received and reviewed your recent transmittal of completed WDNR
form 3400-185 in reference to your proposal for installation of one new 38,000 gallon capacity wastewater
holding tank to serve the fire sprinkler system for the proposed warehouse building owned by Action Battery
Wholesalers, Inc., located at 484 County Rd. VV, Somerset, WI. According to your transmittal, the proposed
holding tank will be used to store non-domestic wastewater consisting of floor drainage generated from the
building's fire sprinkler system, and the stored wastewater will be hauled by Ron's Sewer Service to the
Metropolitan Council Environmental Services municipal wastewater treatment facility in St. Paul, MN for ultimate
disposal. (The proposed holding tank will normally be empty unless the building's fire sprinkler system is
activated.) Based on this review, the proposed installation is acceptable to the Department of Natural Resources.
As part of this acceptance, please also review and discuss the conditions of approval as outlined on page 3 of
WDNR form 3400-185 with the owner prior to installation and startup of the proposed holding tank.
In addition, please note that Department of Safety and Professional Services is responsible for review and
approval of any catch basins, sewer lines / connections, and other plumbing appurtenances associated with the
installation of the proposed holding tank.
If any questions concerning this acceptance notice, please contact Steve Smith, WDNR Madison office, (608)266-
7580.
Sincerely,
_ e
Stephen J. Smith, P.E.
Wastewater Section
Bureau of Water Quality
Cc: Action Battery Wholesalers, Inc. 484 County Rd. VV, Somerset, WI 54025
Mr. Kevin Grabau Admin., St. Croix County Community Dev. Office, 1101 Carmichael Dr.,
Hudson, WI 54016
Pete Skorseth Baldwin Service Center
d nrmi.gov
wisconsin.gov Naturally WISCONSIN Pri ntad on
R ac ycla d
Paper
sin Department of Commerce PRIVATE SEWAGE SYSTEM Cony. St. Croix
aryl Iwemn9 D,msson
INSPECTION REPORT SS,ntan "er-.m Nn
(ATTACII TO Pt RNIITi 600220
'NERAL INFORMATION S;atc Nlur rl No i
'venal swomiat on yaI provde may he „setl for sexnnaarv purpr_ses''nracy Law s. 1104 i 1)111,11 2994136
Par t Holder's Name 1, Village I wr ;11 Parcel Tax No
1. IY
ACTION BATTERY WHOLESALERS8 TOWN OF SOMERSET 032-2017-95-000
Cu BM EI!a'. 19gp RM Flev RD.1 Drc puon SeclwnTaxn+Rar,Qe:Map NC
/lk~ ~Jf, l I t 1 6,57 05.30.19.536E
TANK INFORMATION ELEVATION DATA
TYPE MANUFAC IUHFR I,.,,l CAPACITY STATION BS HI FS FI.FV
Septic 1 -'r I 7 Benchmark -77 AlAb.j /46
At,. BMin~~
P. SZS
-
I ho
Aeration Bldg. Sewer 1AV. -3
I-
Holding SttHt Inlet
7- ,q'9 S3• L`3
TANK SETBACK INFORMATION SCHI Outlet 7.75 '23-6
2-
TANK 10 P+L WELL BLDG Vcn: to , Irtakp ROAD Dt Inlet
Septic r., 901 /63 D: Bortorc.
Dosing HeaoeriMan
!07
Aeraton i}.st. Pipe y o Z e
Holding Bot. System UpT z I 91 / ~7`
Final.^,:aar / ` /S
PUMP/SIPHON INFORMATION 4t6 Cfl'o•77
Manufaclure, Demanc St Covet
GPM
Model Number
TDH I if-, Fnchon I oss System I le- • TDI I ri
Forremam Lenglh D,a. DIV to ,Vve
SOIL ABSORPTION SYSTEM 3
BEOIIRENCH Wdth Ler'g'h No O'Trenches PIT DIMENSIONS No Ot Pis I'•S,dC D'a DCmcDept-
DIMENSIONS 7k Z
SETBACK SYSTEM TO U P:L HL. DG WF-I L Y'J LAKE+STRENIA LEACHING ktw-ufactwel
INFORMATION CHAMBER OR 1<
Type Of Sysler/p n
..~:y[_. a(.y- UNIT 1.".ou•I Nc._he. (J,
Gan~rL~w d ' l r
DISTRIBUTION SYSTEM
HeadeUManPo,:L / D su uuUOn x Hoe Site x 4olc 5uaan57 Vent to take
PlFers,1 ~ - O+t
encln g Dia 1 _ Ieralh_ D,a Spao g
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only e d
Jepm Ove, UeG70 Uvor xa Dept, of~ xx Seeced+SCJtlcc xx Ivtwched
~-a.Trencr Cerro ! ( BcdT+erc;n Eeges ` 1oGSU'I yr• - W No
COMMENTS: (Include code discrepencies persons present. etc.i Inspection ^Al 7 /J ~Insspection 412
Location: 484 C tY RD V V N Z7 / L 9 r,' Jr~` "r
I i All BM Descnpl,on = /
2.; Bldg sewer length = G f I _ Crta J~ J ~~"g-r A.6 O s
-amount of cover = 110 ~O
'9 7- 4A
Plan revision R ou Yes NO 1 / LLt 7~
Use other side for ad l in tom,abon
Date msepdor gratur Cerl No
SBD-G'lO tR 3M?;
r„rs;r. _ Ccunry
Industry Services Division 5i' fP1
p S ECEIVE~ 1400 F 1'LriiShingtOn Ave
Sa warv Perin Number (to he filled in h) Co l
• p P.O. Box 7162
S
OCT ba 2017 Madison, WI 53707-7162 606 Z2.C>
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p•.apeses in -urdam: %,oh ae Pllsaev Lass. s 1341 t ronL Slat 5 1. Ap hQ c itmn Information - Please Print At ~Mis)'rlntion
' ~:.puls (1».cfs N mr Pa ccl
Vtion Hnlet, IT. I;.rl~ca Tinrn .y S. Judilh Ucrc p '+r I' 95.OIIII
I r:rp r s Uwwl's Stadbag Addles I'rP n Lor.:ron
I :o: 3011113 Hay W 'd I l1 102 nl
Stale - - Zip Code I ha:;e `hnnhcr .514 NI? Seeln b
I!uui!a SPLnts .I :71114 lyrnrlc nut•
311 R. Lw c~
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ILpeeof ITermll ((('It Io!dy unt• box onColl l e B of applicable)
\ l LJ .~c s S1.t I lu Ply mint ss <t:m I ❑ -r ntns :Vi It,l I. _ :::u: I u.lrancnt OnIY~❑ Other Modi I •13:1311 to t-sulin Svsicm (explain)
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r l c1 smut Transfer W New
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\'11. lte•sponsihlbty Staten+ent- I. the model siencd• assomr responsibihh for installation of the I M%tS shono on the attached plans.- -
nil e. x: ().n¢ue . IeS Nu.'.hr• H nine s Phone Number
N nl.. nli Il:n:he 1G
Islhn S nt l _ -
fl~ntrr+\d;h tib c., Cn•. 4Oa.--q i• I ~id0 lift t, Av. \.:naa'sr1. 14154WV
\.ounts4Drpartnu•nt LSC 0111\ 1-7
r I s.:'.nc nti:v W0.rrc
c;l rcc~j ~ Uatc nquJ -
I\ ('ondi~io 'rIY/ ~Ih~IMI Disapproval /
/
f~MM all ma Apmn i,. 10-P
WPWOr 2, M y~Wausttnr-..:.r'.
rP~rPi~~aOft;rdlnnral. -
_ - - + Lm.ncgdt P•:m`h,r lht sntcm and sabmil to 0"('r are I. 4 111 VII'' n lr••tlmn Xr~ .!I in.he iu.I..
PLOT PLAN
Louel C s ripiiar. SP 1 4. NE1 4 ST 30N. R9\ti' _ _l 2L'1 i ~5-3CC
Name NA Lo' n: NA
`ccvnsh v, Scmerset - ?areei 7.Zea8 Aires
Coult'•r: St. Croix
- Syst<n =levat;on "'1= 91.5C Prcpos=d 7~10e' Rock & Pipe Trench
91ope: E10J.-n" 'T2= 9_50 Proposed ?Reck8 Pipes french
.00' -op of 2" PVC Pipe -al::''Wieser Corrrete Elevation Top o' hoftam trirt: oc Hole shed S =-Iter Po:ylok 525
Y ac'i 1::= f' IS'.
See Map far co-npiete view o' pc-cet in h'ma 41 M -
- I INL (_'\3EMo!FNT
TR6\NSFOF:fv1ER' t~ l} yf%/ / ~
- - / I.OCATfON- - / /
- UTILITY P01
&1: ~'ii NE F~~ NE1~r
r 4171 ; „L. / to"
BUILDING
/ c x B6
k' J i Ji e \v c..
:
s_ PTiC r-
a~ nas,w1eLa -
(31~s\ a\ j LOCATION
I'M U
BUILDR G
%84' ADDI ON
- f \ r\ /
1. B3
o. ✓
VVET POND - % ' _ cpp \NNN \\\e~ / ~t.
'B 7
/'jrINFILTRr1TION
5ASIN
j _ Pafe
DIVISION OF INDUSTRY SERVICES
- - 39.4 CREEKSiDE LN
HOLE:^CN Ail 543369:66
p S Cci:=Through Relay
P S http:r :fsas.~ei.ooVpm'gl ants;inacstry-services
vw.v.w~sconsin.gov
~t Scott walker, Governor
Laura Gutierrez, Secretary
September 2 7, 2017
CCS'f ID Nc. ' 2-0 X177;v': POWTS lnspecwr
JOHN 1 SCIIAIITT 7.ONINOOFFICE
SCEMITT & SONS GXCAVAJ ING ST CROLX COI:N'fy SPIA
616 1 ~0 f H , VF 1101 CARMICILlFI. RD
SOMERSF'l Abt 2i >y'0 I1IIDSON WI 54016 ^708
CONDITIONAI, APPROVAI.
PLAN APPRM AL I XPIRPS: 09) 27+2019
lcentilicstion Numbers
SITE: -
Action diner, Vuholesales 'Transaction U) No, 2994136
184 County Rd VV Site ID No. 8.1'_395
fine^t o Sen,erset I e:no rc`er Io boll: identification nwnbers,
St C; cis County have, is n.. correspondence :kith the iveency.J
SC 111, \Gll4, S5,'130\, R19W
FOR:
Description: Cemmc:cial Non-pressurized In- Tound POW'IS
Ob~ect Type: POWTS Component Manual Regulated Object ID No.: 1'7251 l5
M Inrennnec r quired; _464 GPD f low rate; 1 IA in Sot' In 111a-t depth to limtlu,g [actor from original
~ra:Ie; Svsteral's'c h,-i ~ound POW I S Componn rl - Ver. 2.0, SIM- I0 705-1' (N.01 M, R. I0r 1: FI'iluent Filter
l I:c cubminat described above has been reviewed for conformance •si:it app]"able Wisconr,; Adn:irus:iativc Codes
d V ,sc~ s, t Statutes. The submlCal l a - bccr. CONDI ION ALI Y APP~tOV F,D. Tifis sy>tem ,s I , be cnmtrucled
tint oca.cd .n acco,dance with the enc;o.,ed approved plans and :.uh any cowponert,nanual(s) r.f rcnecd above.
-:'.,r yvrer, as defined b) chapter 101 AI(1(!,'., Wisconsin Sta:aces, is responsible for cm:,pliancc :viti,;dl code AP
rec.tiremc,ifs. F =PT OF
person may enka_e in or work at plumbing in file state unless licensed to do so by She Department per s ' 1 ti.06, , ` 4;
sous. r: u~~
l"u t .Ile. air, ec rdu:ors s^::II be :r:;t dui t~ a, co::atr~.,ctinr. or immllnrion and prier to occupancy cr :isc:
Reminders
: , u. troy p-n-iii :oust ~ o nbt.:men item the c.r.t~u-' : rere d-h .cc feet ~ Icc;aed m acwrdznee with the
i"glilrcmcn'-s cl Sec_ 145.19, WIS. Stars.
lu-._:,aclion of the ::mate .c age s,,Ien'.. instal:atioa is required. Airane:n:cos fn, r s pccI;or, s tall be n:adc will:
cSc designated aiunt}' official h•. accordance with the provisions ofSec. 14i.20(2)(d), Wis. Stats.
• A s:zte approved efCuen: finer is %quired. Maintenance information. mast be eiven to the owner of the tank
czplain;_ng that periodic cleanin r of the filter is r quaed,
• AK POWTS cornpuneni piping mate. ia: shall be SRS 384, Wis. Adm. Code conip!iant.
• A copy of the approved plans, spccilcations and this letter shall be on-site duri n construction an_~n to
I t1)~ccoa h~ r hcrized. r=resentar veg of the DepaCmcnl. which may prelude local inspectors.
(honer Rcsponsihilities
e c ~n cl;• a~: r, z:aI : h ,rb ulustt o.+nei, shall reeve a ucp. or -t'.s letter including insm:ctioas relating
t i-e .I n..ia C I I IL':._ ~'t =.e:n. , ~c: •.i ; II i : (f.I, q pl~:'n-iar; fit...-a i,:n :.t:~
„ [~r.,:::s Ii lj.,i o.~1,I ,11 T' ,im. :I_IIi PI-!'l-]~ ,..i ~ib:.: t Il is ..ppn-~,.o:.
9f!"r4V 1
• I ie r. ,raa -,r of Pit 1 S sh:ri' be rc.;p n ale to tsc opcr,.:r aed nainlerance of t I I FOV11 S
occara rn acconian:c rvftit thu Sat acr r td dte ;ipp-o>.;d mast i ,ertc-It plat •cnd:;r s'. SPS 383.54(11.
• Pn the evert this soil absom'.ion system or any of its componen, parts malfunction: so as to create a health
hazard, tae properly ovner most follow the coatingeacy plan as described at the approved pians.
• fhe owner is responsible for submiain- a reair.:enance verification report acceptaLle to the county fcr
:naintenaace tracking put poses. Reports shall be submitted at intervals appropriate for the comporcm(s) utilized
in the POWTS.
k, ~4i:ting this approva! the Division of ladusin Services reserves the rio tt to require changes or additions should
co:Idicons arise makatg them necessary for code compliance. As per state stats 101.12(2), nothing ut this review
.gnin a safe bcikiing, stntcwrc, or component.
relieve the designer o'. the respotLibility for des:
f ncairies co:rcerni:rg this correspondence may be made to me at the telephone number listed below, or at the address
t n this !etterh-ad.
T ht above :eft addressee shall provide a copy of :his letter a:id the POWTS ntarageulent plan to the owner and any
others who are responsih;c for the insla:latioa, operation or maintenance o`tite PO`•VTS.
Sireere!y, Pee Required S 250.00
C
This Arriourt Will Be Invoiced.
Wt:en You Receive That invoice,
iel'a1'v Z ~l SN'Lnl
POWTS Plart Revicmcr. )iv:,iOn Cf htd.atry Sen ICeS Foase Include a Copy With Your
i ~CiC)?SQ-7892, A'lwi - i:; i, "t I ~ .an - ::00 pmt Pxonen: Submittal.
! crry.SwinrNU isconsin.gov W iSIS'UWT code: 7633
c,. :A IT, 1r t ante a d:r A1oTiJ:i,, Fi id S- 10i : ni To X1:30 I'm
it
CONVENTIONAL COMPONENT DESIGN
INDEX AND TITLE PAGE
Project Nave ACTION BAT,: RY Vil IOL 5A'_ERS
Owners Name Tiro Dove
Owner's Address 4&- County Road V•/
Somerset, VVI 54025
Legal Description: Sr:1,1114. NEV4, S5, T30N, R19W
Towns;p some-set
County: St. C'oix
Subdivlsien Name: 8 Acre P 7cal
10NALLY
Lot Numcec ?'ock Number :CjYED
Parcel I.D. Nun-,be" 037-2017-95-0-00 YAND
SERVfrEs
Plan Transaction No.
?age 1 Index and tit
pe' a
Page 2 us, cns da : and tank ..i_ rutahcn
Page 3 Septic l-ank Speci;icE:fCrs
Pag=. Po`Jlok =ft;uent Filter Infcnra'ira t
Pace 5 Soil ..Lsorpt.cn System Detail; ggregate
Page 6 3'.ark
Pace 'r Plc' Plan
Page 8 Ccmplete map
Page 9 Aeral Photo
Fade 1" & 11 Pda-iagement and contingency pian
Page 12 Seotic Tank Mairterance Agreement
Page 13 & 14 ''avarrarrj Deed
Attachment 1 Soil Evaluation Report
Designer: John Schrr`'t- Licnese Numiner. DE 1927-7, 22376C, Date. 9i'I/8i~2; t7 / Ty Pnone Wimbcr: 715-76G0486
Signature !"-1?' i/C: tic= l1
In Grccnd Soil Absorption Component tvlanua! Verson 2. SEL'-'IU?-05-P (N 01101)
Pace 1
CALCULATION OF GALLONS PER DAY AND TANK SIZE
For
ACTION BATTERY NV11O1.ESAI.ERS
(Proposed Warehouse 13uildim;)
The septic system will serve a proposed warehouse building for Action Battery
Wholesalers, consisting of'5 employees and 2 floor drains. fbe septic system will be
designed for 20 employees and 2 floor trains to accommodate future growth. 1 'lie 2 floor
drains are in rest rooms and will be for domestic svastewate r-NT o rer :oor drains will
be directed to a non-domestic wastewater holding tank.
Action Battery Wholesalers (Table A-383.43-1)
18 Warehouse Employees 18 X 13 Gallons` Day ='_34 Gallons ! Day
3 I loor Drains 3 X 25 G-*11ons r' Day = 75 Gallons ! Day
Total - 309 Gallons,' Day
Design Flow by Table A-383.43-1 309 X 1.5 =463.5 Gallons ( Day
Dailv `,Vaslewater Flow = 463.5 Gallons/Dav
PO WTS 'f realment Tank Capacity
Minimum TankVolume- DWF+(11.61gallons/personr''day'yearxDN' =75
) _
gallom''day x 3years) + (46.77gallons x DWF _ 75 gallons: 'day
Minimum Tank Volume = 463.5 t (11.01 gallons'persoNdayiyear x 465 + 75gallons./day
x 3 year.) T (46.77gallons x 463.5 = 75gallons day) = 968.48gallons
Minimum Tank Size = 969 gallons
Proposed Treatment Tanks
Proposed Septic lank- Wieser Concrete WIT 1000- A9R -1000 gallons
Total gallons of "Treatment Turks = 1000 gallons
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T WIESE 00HURETE RED
Po
SEPTIC MANUAL )u %jAiDCN ROCK, N:,•):eo DATE: JANJARr sT-ro~a:
\ ° REVISED JAN. 2010 325-8456 rn-t:!oo-u!
Page 3
N
f 1 I F.
r.
PL-525 EFFLUENT FILTER ( (D•i'vil- IER t; .t )
Polylok. Inc is pleased to add its -
new commercial filter to its existing
line of quality effluent filters.The
PL-525 is rated for over 10,000 GPD Alarm -/r ft r PVC
;gallons per day) making it one of accessibility t-- Accepts
i extension n handle
the largest commercial filters in its class. It has 525 linear feet of 1/16"
filtration slots. Like the Polylok
PL- 122, the new Polylok PL-525 has i,
IM autornatiC shut off ball installed 525 linear feet
with every filter. When the filter is of 1/16" I :Y
removed for cleaning, the ball will filtration slots Rated for over
Rated oPo
10,000 float up and temporarily shut off * " .
the system so the effluent won't r:
leave the tank. No other filter on k
the market can make that claim! Accepts 4" & Pipe .
SCHD.40Pipe\ 6
Tne PL"52 i Fffluent Filter should"'
operate efficiently for several years 1 ` -
urlder normnl conditions before
w(luiring cleaning. It is recom
mended that the filter be cleaned
every time the tank is pumped or
at least every three years. If the
installed filter contains an optional l r'~
alarm, the owner' will be notified
by an alarm when the filter needs Gas deflector
servicing. Servicing should be
done by a certified septic tank I Automatir.shut•off
pumper or installer. ban when filter f
is removed
1. Locate the outlet of the ( U.S. Nicer NO 6,01.5,488
septic tank. 5,671,640
7_. Remove tank cover and pump
tank if necessary. 1. Locate the outlet of the
3. Do not use plumbing when septic tank.
filter is removed. Ideal for residential and com- 2. Remove the tank rover and
4. Pull PL-525 out of the housing. rnercial waste flows up to pump tank if necessary.
Hose off filter over the septic 10,000 Gallons Per Day (GPD). 3. Glue the filter housing to the
5. D 4" or 6" outlet pipe. If the
tank. Make sere all solids fall filter is not centered under the
back into septic tank. access opening use a Polylok
6. Insert the filter cartridge back Extend & Lok or piece of pipe
into the housing making sure to center filter.
the filter is properly aligned and 4. Insert the PL-525 filter into
completely inserted. its housing.
7. Replace septic tank cover. 5. Replace the septic tank cover.
Page 4
SOIL ABSORPTION SYSTEM DETAIL i AGGREGATE
Owner's Name: Action Battery Wholesalers -
2 No. of Cells _ Number of Laterals
f: Cell Width C: Lateral Spacing
70 it Cell Length 64 R Lateral Length
? e Cell Spacing - 4 jr Lateral Diameter
Total Sq Ft Absorption Area
TYPICAL CROSS SECTION
PVC Vent with
Finished Grade c.b Vent Cap
Invert Lateral 9200 .it\ 12" Minimurn
Fievation ' Soil Baekfill
_J \ Geotextile Fabric
?8 _ in -
l - i 4 n Perforated Lateral
i - 1.5 Aggregate Diameter
i . -'i;' Slotsvr-R~dtirati6ns
1. M!, Ii l~f~- /1 (L' C Ei'-VI{ I. '-{L l~~-.LJJ `dJ /'vVI•'- ii/~;
, , 91.50 fi infiltrative Surface
J 87.4 n Limiting Factor
Plumber/Designer Signature: i
%Z7 /l2~ r
Date: 911812017
Licenses:: 2~_3 t-C' -
i
' cub ctUS =
.<i ~^r O~i`/ r'f 5 t5~2;.rr~a l't n~E.ruT .r 'Y
\ , c . ra Page 5
- PLOT PLAN
=r t rica r Ea'~ry b'+iholesGlc. s
Ltgal Cevrlpticn. SW1:4. NE1 SS T30N R791Y F. i ,032-2017 ?5-000
:S.r: d'vision Na.re. NS1 L
-210 NA
ATcr:r;'np... Somerset Parcel Size: 8 Acres
Co.i,tr St Croix
o ~:om E.eva bn T1= 91.50 Proposed 70.00' Rc k & Pipe Trench '
'h r. 1 / _ _ Te= 9'I 50 Proposed 70 00 Rock & Pi-o Trench
6' 100.00' I Top of Z' PVC Pipe S ,tir T rk Wic_ser Concrete W1000 WlP
L+b F. 130.39' jTop of bottom ;rim on pole s' cd Fi :r Polylnk 525
■ 5ack7ce PI'S
nch'_ _ C .SIT C26c5 ,L ,t
See Map for complete view of parcel in..h sc. s_r. U3014
/ - _i ~ - - - 30' INIDF F'04bER---\/''
- I INF CASUIFNI
ii
1 RANSI-0Rfv1LR-
` LOCATION / 0, /
UTIL!n'
POLL- '&I[II1'H NL - N., cf" ~Fj v' NEW
_PED[SIAL r-• ir~ i ~ti\O.. -i' BUILDING
JIle j I~,r\1 oP;1, Sf PriC
i i0 ~,Sa, C DRAINFIELD
B1 \ LOCATION FUTURE
BUILDING
i~B4 ADDITION
89
WET POND%
_ 68
/.3 G' - yci
;G j"INFILTRATION. --yam-
/
/ BASIN4~
i ' Piz 7 .
i
i
1' ~v rl
rr Y+
e r \ O
y
1 J
1
`~~J 5 1
1
LL _ ~ j~ag>r
V./11 FN
r y, Y.
t v
,
I 1 4 'x` i 1~
r t r3 L
~ ~ ~ ti ~ ~ - FYI
` Cr M x ~ •E S~-~ .x
p 1 li
-'J.~ir fl I ~ _
77
a 1, A
414
rte'.
r
r 4 I e~ 1r yy ri
~;J J
POWTS OWNER'S MANUAL & MANAGEMENT PLAN
FILE INFORMATION SYSTEM SPECIFICATIONS _
':rr~eser C:dnuc[e LJ NA
Owner. Inn Dome Tank Manufacturer:
Scptc ~Ddse. (-fielding '✓clume
Permit it 1000
~NA
DESIGN PARAMETERS Tank Manufacturer:
of 6edroora NA _jScpllr -]Dose [-holding Volume gal
r,urlarr s k
Ndnr❑e, of °uClic Facility Jnds. NA Venlcal. Cs:anre Tall Dot:ornjs) to Servira Pad
: - .
s:lmater: (averaudl F.ovw. ,latca•: Hcl zontal :)islarce Tankisi I- Senvoe Pao-
In Situ ;;r Flon•-c"dunato-d xh
L
?f1 "-non be<HSol ::ppnation4ate Standard Domestic InfluentEffWent average Effluent Filter Manufacturer POLYI OK NH
7Monthly~
,a., . lent r ter R9o - l -
Fat; Ors d 3rease IFOt _B L
' - N
-Vu-niphu achuer:
,inchelhca Oxygen De`°am! ;arcei 070a'g'- -J ump o C
Tok11 Suspended See, ITSS, ;'5C-g;L NA
LStrongth ngth InfluentlENluent Monthly average Polreatment Unit
r13likfaclaf r.
=ats, OAS 5 Grease iFOC 1 =30 mg:.. 1l Oxygen Demand inoDa -22C-rg;L ENA Llal`Isor.••.ded S.:Id<,TSS) 150marl- Monthly average T~'d Effluent ption
al Ox'ygan UemanJ 400:: - 3C^'g;l of sor J ystem
Pl.a' susf?ndCtl Solids (ISS` r 1. rm 'a- met -ar) - Fnll 1 ra.1:CIe - MAINTENANCE SCHEDULE
NA
Service Event Service Frequency
00110 r.Co "nth aud;7c ar.:! sehm cleats one-tnOrd o'tank vol]me
au! eontens of tavk,sj 001hen the high v:ater alarrn is act:vatefi r onm(+1 (A-0aximun 3 Years) ~l NA
At least once every: 3 v~am•
In speel Condition of lanki 5' mar.thlsi
Al least cnce every (Maximun 3 Years) NA
. is :r,rsl
'.nspecl d'sneraal cell(s) NA
At least once every'
Clean ef7uenl filter NA
At least once every. J yeah
n>pcct Fump. pu-`p a>n!m's P. ala•m _ ,rnnth(si NA
n'LI
NA,
MAINTENANCE INSTRUCTIONS
I',-,Emit tar - ar]]~S{..fsal'r, Shadf male h'do inaryld.;I lr,'It~ereGL -.ICwirg fer5 c'cenfoal91S Blaster
IUrn Jef. 11]elPf n,WnL~1 Re -u,Cfed Sower pU.CTS InsP,petteC POY,4S ^1d IOtdIPBI S..pldge Sett IC,nC Opdrd!G pUlnderi ink
insceclwns must include a visual mspci;AOn Of 11te tank(s) to dChity any missw..j or broxen hardward. ifil any cracks Of leaks.
'measure the vOtcme Of cnmPnec stodge and scum ar4 a check for any back up or poll Ohl On anunJ surface The
dispersal cc i(s) seal' be v'soaly rnsecteJ to r; reek Pe offoert levels it the obSOnation pipes and to Check [Of any pcrdirg Of elnl,enl
on Iri grouno surface. The ponding of eNjent ar. Jre around suPace may ind aced a I::Airg Cond ton and reduires the I'*med ate
nGlirication of the local regulatory akimo'dY
When Pie COMOined SCCUr^1l,alAdn Of SIkAge and scum in any lreatmofd Jerk equals One-th'fd Or more Of the tank volume, the entire
canterlts of the tank snap be retooled by a Septage SeNici^.g Opel aid disposed of in acnork anC* Vdar Chaplet NR '13 , llvisadnslr
Adm m,P,$lral ve Code.
Al diner se-v Aes, iec'adlrg tut not 4^ ,led to the senaomg of effluent Alters mechanical a pressw¢ea cemponents peveallen: un Is
and any se•vcmg at ul'O is of 112 fill shad Ue pelfOoneo at a cetlihec PObVTS fdaiNamor
A SeNiee rl stall Le provided In lh ; Oca BUthonly'ar in 3c days of 1Jmpleton c` ally'sel0,o'C eve-1
(Rev 2;05)
START UP AND OPERATION
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products.
solvents or other
chemicals or sediment :hat nay mpede the treatmem proxss andror damage the soi oispe:sal Ce b;s? If high corcerlrat ors are
detected nave the contents of the tarkfs) rwrovep by a septage servicing operator poor to use
System Stan up sha.I not owur when soil conditions are frozer. at the rflilrative surface.
Our`rg extended power outages pump tanks may fill above normal highwaler levels. Wier power :s restored the excess wastewater will
be discharged to :he dispersal cells) in one large dose and may over oad tl•em resulting in the backup or surface discharge of effluent.
To avoid Ibis situation have the rontens of the pump lava removed Dry a Septage Servicing Operator prior tc restoring power to tine
effluent pump or contact a Plumber or POWTS k1a.rta filer to assist it manually opewing the pump controls to restore normal levels
within the pump lank
Do not dive er park vehicles over tanks and dispersa cells. Do rot drive o• park o•.er, or otherwise disturb or compact. the area •.w thin
15 feet down slope of any mound or at-grade soil absorption area.
Reeucbor•. or elimination of the following from :he •naste•nater stream may improve the performance and polorg tine life of the POWTS
ant bioics. baby w'.pes: cilla•ette butts. concerns. cotter so=s, degreasers, derta' floss, diapers. disinfectants, fat. foundation drain
tsump pomp; d,scharge. fruit and vegetable peelings, gasoline: grease, horbic pes: real scraps: medications: oil: pa:cling products:
pesticides: sardary napkins, tampons and water softener pr re.
ABANDONMENT
V.•nep the POW S fails and'or is ;;ermanently taken out o` sera ce the fp low,ng steps shall be taker to insure that the system is properly and safely
abandoned in compliance with chapter CoTm 83 33, loViscorsin Administrative Code'
• All p ping to larks, pds and other soil absorpl t;r systems snap be dsconne;:ed and the abandoned pipe openings sealed.
• The contents of all tanks are cis; snail be removed and properly disposed of by a Septage Servicing Operator-
, After pumping, all tanks and pis shall be excavated and removed or their covers ri:ri and the void s;:ace filled with soil
gravel or another inert solid material.
CONTINGENCY PLAN
It in, POV•.'TS fails and cannot be re;,arcd the following measures have been, or :oust be taken, to provide the opportunity to cr aim a sanitary permit for
a code comp) an: replacement system.
A sucable replacement area has been evaluated and n•.ay be U.11 zed for the 'licorice o' a re,^,lacomerl Solt absorphca system.
Tie replacement area Shoed be protected from disturcance and compaction arc shoic not be infringed upor by required
se:oacks from exislirg and proposed structure. lot lines ald -wells FaiLre to protect the replacemert area ••W. result n the reed fora new soil
and s to eva nation to estabi sh a suitable replacement area Replacement systems must comply with the rules in effect at the time of their
pout issuance
LJ A s.ntable replacerlerl area is net available due to setback ardor soi: limitations. if the set absorption system cannot ce
,ehahi.rated and basin..^, advances in POV:'TS techrology, a holding tark :nay be installed as a last resor,.
The site has not beer evaluated tc idertfy a sudabie replacement area. Upon failure o` Me P01"dTS a soi. and s:te evaluation
i,ust be performed to locale a suitadle replacement area. If no replacemert area is available a holding tank may be installed as a last resort to
replace the `a.led POV1?S.
Mound and al-grace soi absorption systems may be reepnsaucted al pace foilovter; removal o'the bion,at at the infiltrative
sJnace. RecerstLlct ons o' such systems mUst e.^.mpy w'tl• the riles in effect at mat tire.
WARNING. TREATMENT TANKS AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES AND LACK SUFFICIENT
OXYGEN TO SUPPORT LIFE. NEVER ENTER A TREATMENT TANK OR HOLDING TANK UNDER ANY
ra;~ CIRCUMSTANCE. DEATH MAY RESULT. ESCAPE OR RESCUE FROM THE INTERIOR OF A TANK IS VERY DIFFICULT.
ADDITIONAL INFORMATION:
POWTS INSTALLER POWTS MAINTAINER
Nair® .ICfn 30 "Ill
N ,e John SCOm r
Phone 7t 5.7EyCSan P'^pPe>1°-SSJ-J-.'n..
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Wane Owner r.::,_. N~1 a Cr rimy Zc-mg
1 11.acmmenl m irte ride:: fi , rrcet Ti0 i l l it i li%;r.i•um rl „f Ch : fvl'm 832;'-2i;b"d;iytl)3;`;and 83 540 t 121 ° 13;1 , V mCom7i Adn ristrativc Code.
I I "I s d^ u9 'il dne'= r t ,'YZnL t h, I: rrfurl l F ~ r',•ie P ',:-j
ST, CROIX COUNTY
SEPTI(''I'ANK tiIANT`NANCEAGRLL-viENI'
AND
OIV\MRSAIP~CERTIFICATION FORM
(M~ner%I3uyer ~jD>L6/_U it~~(X~r~!i i~~t _~~t'~
Miailing Address e ~T f Vo 2-,
Property Address 484 County Road VV i
Vcrfieatiou requhed from Planting & Zoning Department for caw a rtstrootion.)
C;,,,.State Somerset, WI - Parcel I(IentiticrtionNtturbei- 032-2017-95-000
LEGAL DI%SCRTPIION
SW NE 05 30 19 Somerset
Property Location ,Sec., T N R_ W, Town of. -
Subdivision Plat: Lot#
Certified Surveytilap ii Volume Page'f -
551859
Warraut)Deed tbe ore zoos)Vnlurne 1207 Page 496
Spec hours Llyu[Jno trot lines identifiable 13yeslJoo
AYSTEM IyIAIN I'P;NA\ CJ?.. AND OWNER C ERTI QCATAON
Improper use and maintenance of your septic system could result in its premature fniiure to handle wastes. proper
iwintennncc coesist, of yumping out the septic tank. every tla-w, years or snorer, if needed, by a licensed pninpa• What you put into
the system can affect the function of the scpuc tank as a treatment stage in the waste disposal systcmt. Owner main'ename
responsibilities are specified in $SPS. 383.52(I) and in Chapter 12 St. Croix County Sanitary Ordinance.
1'hc propmty owner a}Zees to Sob an. to St. Unix County Pl-*vwing & 7owoa Drpmtmont a certification form, sigued by the
owncv au:d by a toaster plutrnbcr, journeymac plumber, restricted phnnbca or, licensed pumper verifying that (1) the on-site
wasfeWaret disposal system is in props operating condition wdior (2) a8er inspection and pumping (if necessary), the septic tank is
less than 1i3 full of drudge.
liwe, the undersigned have read the above requirements and agree to maintain the private Sewage disposul system with the
standartLs set forth, herein, as set by the Dn)aament of Safety And professional Services and the Dcp%=omt of Nahnal Recourcea,
State of Wisconsin- Certification Mimi- that your septic system bas been maintained must be completed and returced to the St- Croix
County Planning & Zoning Drpamrent within 30 days of the three year expiration date.
Ilue certify char all Statements on rbis foau rc true to Lhe best of i:iyrour knoxvletige. Vwe am/ar the oR4a9r(s) of the
property deseribcl above, by virtue of a wannmty d :d recorded in Rc,,qstcr of Darts Office:
ac3. r,Wo
Number of be ooms_
S G.V.\ OF APPLICANT(S) DAfE
*'*Any information that is trtiswprescnted may result in the saritmy permit being revoked by the planning & Zoning Depatvnctlt.
Include with this application a recoalcol warranty deed from the Regt to of Deeds Office and a copy of the certified survey map if
reference is made in the warranty decd.
Z~ji I^ Za 1 Z
Ceparllnent of 3 1
SOI EVALUATION REPORT
gS Safety 5 :n arcaoanca w.i!h Comm 85, VV;5 Ad'n, i:ooe age =
P S F~ofessio~lal cervices ScF•min Sou Testing, Inc.
sourly
!
Attach cowpete site plar nn paper not less tl'an 8Y: x 11 r1c11cs in size. - all must St. Croix
include, but not'imded I, vertical and horizontal reference point (BM), clrect.or and pd; co, LC
percent slope, scale or di•nensions, nonF. arrow., and looa9un and dstance to nearest road. 032__-20 -9 .000
-
Please print all inforrrratlon. Ruwev By Date
/Q /
Personal Infcr•"dtlon you p:ov it r".ay he used for Secondary pu,gc3c; (Pirtiacy Loll. S, I0'
Plopeily Owirter Property Localion 'or I
Action Battery V•4lolesalers - GeV[. Lot Loot Vd114, 114, S5, T30N, R19W -
Property O.vne's Mailing Address - - - c' # ' nlo.k 4 Subd. Nar•.e CSht#
484 City Rd. Vv _ _ _ I -
Cirv - -S'a'e 7ip Cnda Phone Number ~,r-,C'.ty village I] ?onn Nearest Road
s:):narsel I vJl 1 54025 1 (715)247-5512 Somerset Cf Rd. VV
IIIIII I Ncw Constnlction Use: 8osidential, Numoer of bedrooms code de,ivad cesicn flow rate GPC
I Ruplacemeel publlc or commercial Describe:
p:;rect nlatd rlal Glacial till over ou Kyish sands Flood plain elevation, if applicable NA f..
G=velat commens Area is su'lat'u for a nrwcolional system wit[! a 0.7 gpd+agfl rate. Pcssible systarr alocallon to, area is 9150. slope of a•ea s
.-a:ra recommendations: 1
pit O - r -
Boling N - Bounq
pp Ground surface elev. _ 7.58 -tt. Depth to limiting lector I Ai -;n. rSoil App cat'un Rate
Horizon Depth Dominant Doter RRedox Description Texture Structure j Co❑sistonca, Eoundary Roofs GPD_ eft'
in Munsoll Qu. Sz. Cori Co:or Cr. Sz. Sh. _ 'Lent •ERfr2
l 1.--~ 0-4 Wyr3/4- none grsl 2msbit I r-lvfr I cs 2f,1vf 0.6 - 1.0
2 4-7 f 7.5yr4/6 node i girls °-bk mvfr gw 2vf 0.7 '.6
- -
3 7-67 10yr576 none s Osg ml cs 0.7 1.6
-7-
-
1 _
67-114 I 10yr5/4 none _ 9rs Osg ml 0.7 1.6
i
j ~ -
F f Boring # L. I Baing
Ill Pit Ground surface elev. 96.63 n. Depth to limiting factor 120+ in Soil Application Fate
Gzcr. Depth. CcminnntC:aor RedoxCCSCripLCn Texture Struct.ae COnsistenu Bouncary Roots PGPD/HEI'n2
!.lunselt Qu Sz. Co"t Color G. S¢. Sh.
0.6 LC
1 0-11 1 7.5yr3/4 none sl 2fsbk Inn gw 21" lvf
2 11-17 7.5yr4,14 none sl !mpt Wr cs 2v` C.4 _0.6
r- r - _ I Crr IT1 I CW 0.2 0.6
-3 17 23 7.uyr4,4 none -I G D T ml rs ~ 0.7 1.6
4 3 45 -Oyr5J4 none
45-78 10yr5/6 rene yrs Cs9 real cs 0.7 1.6
r, 78-1201 10yr6/4 I none s osy real 0.7 1.E
7-1
Effluent 41 = BOD'> 30 < 220 mgrt and TSS >20 < 150 mc+l- ' : ffk;orl. #2 = BODS S30 rngrt and TSS <30 mg/i.
GSf Name {P!ease Print) Signature- j~ 1 2Z74rZ19Tber
'homas J. SchmlR < C^ - - - - -
luridness Suhmi!t Scl Testing, 4u. Cate Evaluallon conducted I ophcne Number
1595 72rd Street New 4lchmcrc, WI 54017 7;W0 12 715-760.1978
-opcry O':+rcr Action 9attit V/no1esa.'ers Pa'coI ID lI 03Z-2i:17-y!S-Ot:O Pace 2 e 7
1-3 Boring
Boring # ri Pit Ground swfaca else'. It. Depth le Orniling factor 115+ in. Scif Applicalion Rate
Horiron Daplh Dominant Color Redox Dese1p:10n 'exture ShuCUre Consistence Boundary Roots GPDtfl, _
in. rdunsell Qu Sz. Cent Co or I Gr. Sz. Sh. 'LNuI 'EIr02
1 0-11 7.Syr4r6 none el lmpl mfr Cs 2f,Ivf 0.4 0.6
r
f.•m mfl cs lvf 0.2 0.5
"l. 1i-97 7. Syr4,'4 none Lqris
sg ml cs 0.7 _.5
- 47-66 ICyrS'/6 nore O
4 66-115 10yr6/4 none s 0sg till 0.7 1.6
1
4 j_ J Boring
Boring # q7,1 g Depth to lim'.Iing factor 1-15+ in. j7l _ pit Ground surtax eL.r.. _ ~'Seil Aop'k a!cn Rate
Horizon Depth Dentirar't Color Redox CescriP!IOn Texture Structure Consistence Boundary' I Roots GPD;II'
M, Ma.r.sell Qu. Sz. Conti C--lor Cr. Sz. Sh 'E'ftlt 'FIfe2
1 0-11 1Cyr314 none sl lmal mfr Cs 2f,1vf 04 0.6
2 11-16 7.5yr5/5 I none Is lcsbk mfr cs -1vf 0.7 1.6
3 16-115 10yr6/4 none s - Osg I ml - - 0.7 1.6
- "
LJ Baling
rJ i Boring # Pit Ground surface elev. 9693 fl. Pepin to limiting factor 116+_ in. 'I ii Apo~iw; ca rate
Horizon Depth Dominarl Color Reflex Descrlpt',on Tex;u'e S!ruclwe 'Ccnsislento 3oundwy Roots
in , Munse'I Qu. ,,Con: Color Cr. 37. Sn. 'Gear •Etrnz
1 0-14 7.5yr5/6 none sl lmpl mfr gw 12f,:vf C.4 0.6
- t
2 14-28 7.5yr4/4 none sl Imsbk mfr gw I M 0.4 0.7
3 28-41 7.;•;x4/4 none sl Orr mfi- !'a 0.2 l 0.6
4 et-116' 10yr6/4 none s 0sg ml - 0.7 1.6
I
_flluoot 41 = so[),, 30 < 220 mgiL and TSS %50 < 150 clpi_ ' Effluerl 42 = 1301 < 3C mg;L and TSS <-30 ng:L
The Department of Cou:racrcc is ;u: equnt r. i;:onuniq' scr•.iue pr0vieta' and enq;foyer. I: you recd assisterce' to eccess services o:
need fnNICfINi is all NIItr112IC format, p;czsc cenlaa If:e aeparunen: al GGS-26ti-31 S1 or'I-IY 608-264-3777.
ci;n.p io pt NT4)) Se' le R.: Te,l'q, In:.
Property Crenor 4CLQn Battery :1"n01esalers Parcel N # 032.2017-95-000 Page - 3_ of- 7_
Bonn g 1 Ocring - - -
g # F I oil C found surface elev. _ 97.15 _ it, Cepth to limiting factor 112+ in.
Solt Application Rate
fer¢oc Depth Dominant Color I Redox Cescript or,, Texture I Slmclure Cons;stence Boundary Roots GPDMI
In. A7upseli Qu- Sz. Cool Color Gr Sz, Sh 'EIBif •Eff#<"
0-8 ! 10yr3J4 nnne sl 2fsbk nfr cs 2f O. 1.0
2 8-24 7.5yr414 none g sl Om mfl as lvf 0.2 I 0.6
3 24-112 10yr6/4 none s Osg 41---- 0.7 1.6
~r Parn7
Boring K ' Pt G-ound surface elev. 96.48 ft Depti, to Irrvtrg !actcr 17 in. c
- . oil Arf;5 fan Kale
rfonzon Ceplh Gort'inanl Color Retlox 7esrriP1i0n Texture SYUCttue Consistence Boundary Roofs GPGAI'
ir.. tdunsell I Qu. Sz. Cor.t. Color I Gr. Sz. St. I ( 'Eff#t •EVC2
0-11 10yr4/3 _none s' 2fsblt rift 9w 1vf 0.6 1.!)
2 11-17 7..Syr4/4 nr nr sl lmp~ Infr cs 0.4 0.6
r T c2d-).50v-
17-32
I 7.5Yr4(6 7.5yr6,•2 sil~ lmsbk mfr cs ! 0.4 0.6
q 32-84 5yr4/4 m2d _ S)Lr Syr2618 sl Om mti 0.2 r 0.6
~'flonnt
Bar ng # P,t r, jid _uffa, r ei-a :F', 5 ft, r!e:tn :r Imit ng favor 23_ In. SolI.A Iioalion Rate
I I::r zc,t Deplh ~7on mint C~ ~r Rector Cr c rt' , erh. r= ~lr c.ere~Conslsteneei Bat nrary Roots C,PC mP
In. `,lunzei :hr. Sz. C,or., l.,.lor br. Sz, Sn- -EffA 'CR#2
0.11 10yr3r4 none si 2fshk mtr g'.v 2vf 0.6 1.0
2 9-23 7.Syr4/6 cone sl Imsbk mfr gw 1'1 OA 0.7
3 23-32 7,5yr4/9 m2d 7.Sy6i8 75,r6/1 sId lmsbk mfr gw 0.2 0.3
m2d Syr6/5
4 32-8222 5yr4/4 I sl Om mfi 0 2 0.6
Effluu'it #1 = BCDs> 3^ < 220 -n;7rL anc TSS r-30 150 rig1L ' _fflae-t ::2 = 60D > 3: mq)I_ enc TSS <3C mg:_
the Dupm lineal of e'omalurcc is an cq.m opportunity service pro',dder and umploye;, ff you need sssistance 10 access ~ertie: a ,I
need nrncrial in an alternate rormal, Mme conl--,ct tiro deg;;rrmem al 60R-2,',5-3151 cr TTY 6CS-264.5-17
.
co! a Or ra , , I 't r•,rr L,-.
fl-operty G'inIar Action 5attery %Mholosalers Parci tD if 032-D-17-95-GOC Page +__n( 7
Oorlna f1-91 ;I ❑ I Greurd surface elev. 9%•21 fL Cepth to limiting factor - ~0 in. (Sall Application Rate
Horizon Dopih Dcminant Ccbx Rodoz Cascrptior. 1"exture Siruclufo IConsistoncei Boundary Rccls _ GPDMI
in. Mursell Qu. Coral. Color G. Sz. Sh. T11#1 'Ef192
341 FILL - - 0 0
m2d 5yr6,-6
2 4376 Syr,2%4 I 5yf612 sl Om MR i 0.2 0.6
Boring
3oring it J Pit Ground su•r2vo e'ev ll. Depth to limping fatter 'coil Applicalion Rate
Horizon I Depth Dominant Colo• Re:iox Descr!ptlon Texture ; Stnxture consistence Boundary Roots GPD/ft'
I . Sz. Coal. Color I Gr. Sz. Sh.
gyn. Munsell Oil
_ - 1
I
Boring
Boring Y I- Pit Ground st:rfaca elav. _ C. Depth to limitrg facto- in. Soil Appl.cafoin Ratel
i rizen ❑a„Ih Dominant Corer Fedox Ues~ Ipl or T7 .1 Strumufa '.Consistence Boundary Roots - GPDW _
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'I In, Grpcr',Iarnl ~,t1"'~~:umorec ;s fl:! equal opporl.etily set vies pm'+Iiirr r•pd:nlplayar. If you need assistance ro xe•.css services or
f:e:J r::,::r i>i in an a:;^matc `rn'rnat. p:ansc contact !hc. d.:peamcnt ':n b;:X ?6/>-? I51 or TTY G7fI-26d-8977.
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Cn<~ductcd by; :Januuded S~cr:
Schmlii Soil TcsiiI"CI' I'Ac Name Action Battery %'rttofesalets
Thomas J. Schmitt, CST ")'429 Address: -1845 Cty vv 1595 72nd St. -ity, State, xio: Somerset, WI 54025
New Richmond, WI 54017
Phone: 715-790-1978 PID 032-2017-95-0118
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Dale Legal Description: SWIM N'EI/1 S5 T30n R19W
ag Backhoe Pit -i ownship, County: Somerset, St. G•oix County
A Conch Mark 1 EI. 100.00' Tap of 2" pvc pipe. /
2- Bench lark 2 El. 100.39' Bottom of steel on bailding.
Slope= 1 al
i'. = 40'
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