HomeMy WebLinkAbout020-1062-10-000E;'EZ--G
I1, . sTc 104
AS BUILT SANITARY SYSTEI{ REPORT
f/ex. Can/
42 e-
suBDrvrsroN /csl,t# /./dr/ fte)r r-or # /
SECTION_T_N-R_W, Town of
sT. cRorx couNTY, wrscoNSIN
,{r-"/-<r-t/
Provide setback and elevation information on reverse of this form.
Provide 2 dimensions to center of septic tank manhole cover-
.l
PLAN VIEW
Ort'y' c
TEM,4 tr
d
t-. t;
\
\
.oC ,*9 \3>-r od z//
z e e./ tu
'," Th rh dle 12;s Trr 'bi,lroy' A,,.4e7 t/a/ #
244_Ttle- A,'te k)a t.g sd
.<-
2-€
INDICATE NORTH ARROW
,1/aarfi <x
p *,'A/,,uV
D
BENCTIUARX:3.2- zu* e- z< //{
AI,TERNATE B!.T:
SEPTIC TAIIK ,/ PUMP CEAI,TBER ,/ UOI,DING TANK INFORUAAION
Manufacturer: zbf/pc<r--u/Liquid capacity:_
Othersetback from:Wel-L ,JV / *-House
Punp : Manufacturer
Float seper ation
Model #Size
cal Ions,/cycle : _
AIam Location
Distance 6( Direction to nearest prop. Iine:
4€widrh:
Setback fron: well :
rL RPrIOII AYATEM
Number of trenches
House other
EIJEVATIONS
ST Inlet ;ST outl-etBuilding
Pc inlet
Sewer
PC botton Punp off
Header/I,!a ni fold
Existing crade
DATE OF INSTATI,ATION:
Bottom of system_
Final gr ade
PLUI{BER ON JOB:
LICENSE NUMBER:
INSPECTOR:
3/e3.)t
CST BM EIEv::lnsp. BM El€v.:8M Oescriptioa:
., and lluman Relationt
rtety and Suildings Diviiion
..'si.**m50[, &fl - 2e . Le - 2 ffivlre sEwAGE sYsrEM
INSPECTION REPORT
(ATTACH TO PERMIT)
GENERAL IN llf,airrll
TANK INFORMATION
TYPE MANUFACTURER CAPACITY
Septic
Dosing
Aeration
Holding
TANK SETBACK INFORMATION
TANK TO PIL WELL BLDG.Vcntto
Air lnta*e ROAD
Septic NA
NA
Aeration NA
Holding
PUMP / SIPHON INFORMATION
Manufacturer Demand
Model Number GPM
TDH Lift TDH Ft
Forcemain Length Dia.Oi5t. ToW€ll
SOILABSORPTION SYSTEM
ELEVATION DATA A9300256
State Pltn-lt fvo-.:-
ParcelTax No.:
,.r,r ar-.t at< t-'l at-at,.l n
STATION HI FS ELEV.
Benchmark
8ldg. Sewer
sr/Ht lnlet
St/ Ht Outlet
Dt lnlet
Dt Bottom
Header / Man.
Dist. Pipe
Bot. System
Final Grade
'l No-OlTrencher No Pits lnside Dia Liquid Depth
SYSTEM TO PIL BLDG WELL I.AKE / S TEACHING
CHAMBER
OR UNIT
UM
DISTRIBUTION SYSTEM
x f ?
Length _ Dia.Length _ Dia Spacrng
sorLcovER x P.essure Systems Only xr Mound Or At-Grade Syrtems Only
oepth Over
Bed /T.ench Center
Depth Over
8ed / Trench Edges
xx Depth O,
Topioil
Ix Seeded / sodded
0Ye3 fl No
xr Mul(hed
OYe, ENo
COMMENTS: (lnclude rode discrepancies, persons present, etc.)
LocAIIotrl: HUDSON 23.29.L9.2354 t Tfl.1 l"
-----.-..-,1,iL
.),
r\, tlio' {vrl
Plan revision required?
v
1'l !l
Yes E No
4-'l)
tl xl q3
t.{$
Use other side for additional information.
sBo-6710 (R 05Ar)Oate
t.a
lnspector's Sig natu re
a
Cert No.
E trtILH FI SANITARY PERMIT APPLICATION
ln accord with ILHR 8i1.05, Wis. Adm. Code
-Attach corDplete ,#:: (to the county copy only) for the system, on paper not less than
81A.x 11 inches i
-See reverse side for instructions for compteting thiS appticition.
I. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION.
application
STATE PLAN I.D. NUMBER
,/ar fl,. x i,o aPROPERW OWNER PROPERW LOCATION
Se Y1SaJ %,5 Qg T??,N,R /€ E@id
PROPERW OWNER'S MAILING ADDRESS
7ao ,/av FA-x Dnr't,4
LOT #
/f/^
BLOCK #
CITY, STATE
/4 SaaJ d) t'
zrP cooE
S?tro
PHONE NUMBER
( * )-
SUBDIVISION NAME OR CSM NUMBER
ik-
NEAREST ROAD
d 2r ' 7d42- //
1
2
3
4
5
6
7
8
9
trtrtrtr 13 E Other: Specity
ll. TYPE OF BUILDING: (Check one)State Owned
lll. BUILDING USE: (lf building type is public, check allthat apply)
10
11
12
Medical Facility/Nursing Home
Merchandise: Sales/Repairs
Mobile Home Park
Otf ice/Factory
Outdoor Recreational Faci I ity
RestauranUBar/Dining
Service Station/Car Wash
ApUCondo
Assembly Hall
Gampground
Church/School
Hotel/Motel
M prOtl" E r or 2 Fam. Dwellingr.ff of bedrooms
-
lV. TYPE OF PERtllT: (Check only one in line A. Check line B if applicable)
Replacement 3. E Replacement ofSystem Tank Only
B) E n Sanitary Permit was previously issued. Permit #
4.5.
Date lssued
Repair of an
Existing System
A) 1.@ N"* 2.
System
Other
41 E Holding Tank
42 L) Pit Priw
€ E Vault eiivy
21 E Mouno
22 Z ln-Ground
Pressure
E
V. TYPE OF SYSTEM: (Check only one)
Experimental
30 E Specify Type
Non-Pressurized Distribution Pressurized Distribution
11
12
13
14
trtr
Seepage Bed
Seepage Trench
Seepage Pit
System-ln-Fill
2. ABSORP. AREA
REQUIRED (sq.ft.)3ia3
I g. nasonP. AREA I
I enoeosED (sq. ft.) |I qaro I
4. LOADING RATE
(Gals/day/sq. ft.),7
5. PERC. RATE
(Min./inch)
ZA-
7. FINAL GRADE
ELEVATION
/d,6 a Feet
6. SYSTEM ELEV.
?z ra
Feet
VI. ABSORPTION SYSTEM INFORMATION:
CAPACITY
in oallons PrefabVII. TAilK
llrlFORtlATlOl{New
Tanks
Total
Gallons
#ot
Tanks Manufacturer's Name
Site
Con-
structed
Steel Fiber-
glass
Exper.
App.
Septic Tank or Holdino Tank X 4ud
Lift Pump TanUSiphon Chamber fl /af,d /thr'd pcqT-trL
VIII. RESPONSIBILITY STATEMENT
l, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
Plumber's Name (Print):
//,'//r' nr*, S<.l a*.z&at"
No.Plumber's Signature: (No
5 3 9tR I
Business Phone Number:
ber's Address
C
State,
USE ONLrx.NTY
Approved
Disapproved
Owner Given Initia!Surcharge Fee)
udes ndwat6r
X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL:
WW
5806398 (formerly Plb€7) (R. 11/88) DISTRIBUTION: Originalto County, One Copy To: Safety & Buildings Division, Owner, Plumber
'J':iHWy,.#,.."
Gtw ;
Yl''L.kl,%E'' r /.-,y' <. t/
tr Reconnection of
Existing System
Plastic
w tr L]L]
f
1
2
3
4
5
6
INSTRUCTIONS
A sanitary permit is valid for two (2) y6ars.
Your sanitary permit may be renewed before the expiration date, and at thc time o, renewal d,ytt";U*
criteria in the Wisconsin Administrative Code will be ap{,licabla.
AII revisions to this pe!'mit must be approved hy the pe!'mit issuing authority
Changes in cwnership 6r plumber requires 3 Sanilary Perrn,t Trsrrslt,, /Feir,:wi:i Forf tSBi-, 4399r i. be
submillecj to the corility prior to installation.
Onsile sewirge sysii',:!rs rnust be properiy inainicired. The s.j;:lir; lankis) s:r-.. r':r.: , r:r;.,,...:(: 5., r, c:rr::,::1
pumper whenever necessary, usually every il to 3 years.
ll you have questions concerning your onsite sewage system, contac! your lccai arde admini:itiator or ihe
State ol Wisconsin, Satety & Buildings Division, 608-266-38'15.
To be complete and accurate this sanitary permit application musl include
Property owner's name and mailing address. Provide the legal descriptiiln and pdrcel tax nrimber(s) ot
where the system is to be installed.
Type oI building being served. Check only one and compiete # of bed:.rc'ns ri 'l o{ 2 Family Dwcllirrg
Building use. ll building type is Public, check all appropriate boxes that appiy
Type of permit. Check only one in line A. Complete iine B if permit is t.ir iank replacenreot, recD,roer--:tia,r,' .,.
repair.
Type oI syslem. Check appropriate box depend ng on system lype
Absorption systern infor..nation P!'cviCe a!l inl3r.'n3lian iequ() st',,d i^ -j l.
larit ;i:iC.natio. t,,r ,n i\e i i: it'ai :iy of ever' ,,i./, "!.-
j.,,r e\;i;l:i. ,, h li i'r..". i ,;. ' r.. ,- -., i:: -
tanks anaj ri:allulactL!rer s narlc i!d;t;,lc prd1,.l ur sile .,( ,,stiLl i,)ti lr.,i :r,a.. .:l , -,.i.: .. ; i .r,'
Seplrc. p!,i,o/siplrijn irnd hr)rdr::g lilelis fci lilil,. r,':iteIir. 1jfi.rcri, ,:.i',i "!': i r .t,-,.,,:. !s, \ !-' ,ll
experiilrc.r:i i)i i)Ci!. t aFi:rovd! froi.l DlL.trtl
FiesFor,sibiirtyStatenrg')tlnslarlrn.)piurntle'rttiriLl,rnii3!!i,--',,''..,.,',,,'i,rr.,-iin,4ri,rJ,r,,.(,,.,-i,'.i-,-.
MP, etc.), addrr-.ss and phone nurnLer. Plumifl nr,:.,1sign ap;i'. )irt /rii !:: .i
Count) /Department Use Only
County/Department Use Ooiy
l
IV
vii
vtii
lx
X
C!:mplele pl:?ir: a,'rd spea iliagl;'J i:. lot srnal!er lhirn E% . 11 rlrch'r: .r lil br ..,rt),'. ir,Ll l-, 1h9 ,11, '1t1. 1'l-r"
pians cll:r:,i i,lCjiiOc:'i6 lolir,',^.ri"g 'i) piot ol:,fl. :'i,,\i,' r( ra.,''r'.r' !;1: .'r ':ii.,i. ', ;. r:i --'.',i
noiding tan{is), seftl;i 1r:1kiil:r' r. icr treil!'l,r-.r,i tir:nr:: Ii. 1i..' r. | , r,:l+'.'. /r.-..
Strea.rls 14rxr lai.es 'ltrl'5D (:, SiOl'r,,,, tank: iist ht r',,,, i'.,. 's .'' . ",
arc\.,t tttC:lrr) lc."c:rc,r ,rt "he:.i.j,.r:. ag Srl,'td :lr 'i.r,r.: r.::,.:' , .i,,.. i.ir '' -11111.-..' '
O) c,Jmpicte specilications lor pufl,ps and corlt ois; Jor;e vciur .i, r:{:!.rl..j;.rj,r,L!-ti Iii-.: :r -,i..:. :]ss ;,J,i.F
perlormaoce cuqe; pump model and pul]ip manufa.iiirer; D) ciciis sDcl]rn of lire r(ii'el<iorf,-t()ir syst*rm ii
required by the county; E) soil test data on a 115Iorm, and F) all sizing inforrration
GROUNOWATER SURCHARGE
1gB3 Wisconsin Act 410 included the creation of 3Lrrclarqes ite(.js) fcr a :'lrmb :r ol
regulated practices which can eflect g;cundwater
Tt'e r:,onres acllected llrorgl) llrese s,,,char.:les ilac .:r);j {.'r i rii.la
water contaFinalion ;rrvesiigations and -statjlish,i,i ii 'il .iir. jl,c:..
sBD-6398 (R.11/88)
W'rrconsin Dcpertmcnt ol lndustry,
Lrbor ar6 Humar Rchtiorr
OMsion of Sefrty {l Eutdirqo
SOIL AND SITE EVALUATION REPORT
in accord with tLHR g3.OS, Wis. Adm. CoOe
P. B2
Fage I of ii
Attach cr:mphto iitc plen on pep.r rrct les! then 8 1t2 x 't 1 inche s in size . plan rnust indudr
nol lirnltd to vrrtical and honzont.l roference point (BM). direction and,fnof slopo, scale or''
*t
Sdmengoned, north arow, and location and c!'stanco to neardst road.
A Pp Lt C A N T I N F0 R H A Tt 0 N- p L EAS E p B r N TRKlElffiSrr o n
PROPSRW LOCATION
GO1/T. LOTITE 1/. MI
S
S E, . Crolx
1.0-408 I
8Y
lt1,s ?.3 1 Zg .N,R tg lcortw
OR CSU r
n/a
N TsonsE.. llla
F[ Nor Conshrction Use [ ] Residential / Numb€r of bedroorns _( I Addition to existing building ___[ | Reflacement kl Publb or comrneroaldescribe mfq 100 ernol &!1 oor drai
Code de(ivsd daity 0ow ?2OO ggd Becomnrended design loading rate ,7 bed, gpdtt2--_E_trenci. ggofiz
Ahoption area rsquireo 3143 bed, ft2 2750 trendr, fP i&ximum design bading rate .7 beO. gpOX2 .8 rench. gpOl2
Recommended infi l[afon surhs elevation(s;g 7.L ft (as tefened tc sits plan benchmark)
AddUond de$gn / site consideradons n/a
PROPERTY OWNER:
Norflex fnc.AUG I 9 893
& EtIlGS. olv.
AOORESS
N
Inla ELOCK I
o/a
NUMBER425-1001ceLake, !!lI
S . Suitabl€ br sYstem
U . Urnuitable loi systern
@NvB{Tof.{ L I ttouttoEi6 tru I E(s Clu
F{.GEOUNORstr PRESSURE
U ^T€RAOEB5 tru
Puent matefial outrash Flood plaln etevation, if applicabte
SOIL OESCRIPTION REPORT
Boring #
n/ft
SYSTEU IN Ffl.Ltrs €u IIOLOII.G TAflXtrs €u
GP O/ft
3
7 8
Roots
6
Grot td
d€t.--.
99*Egtr
;/'---Asf,h b
lmiUr[
hcbr
>L20,'
Remarks:
Horizon 0epth
tn
Oomlnant Color
Munsell
tr/lo6es
AJ. Se Cont Color
Texture Strucrure
Gr. Sz. Sh.Consisencs Bqr€y
Bed
1 0-1 1 none Ir.LW2/2 |Zlnlshk mfr c/s zlt 5
2 LL-25 Lqy]c4t4 none sicl t/f/sbk rnfr 8/rt Llf 2
3 26-3tt LOwLl4 none scl 1/f /sbl..mfr s/v Llf z
4 3t -LZl) LWLI6 none S Olsg m1 o/a nla
Borirg #
Gtqrd
d€Y. .
100-80ft
hhb
flmieql$r
>t20*
Remarks:
mfr 2/fcls0-10 LWzl?none 2/n/shkL1
L/fLlf lsbk mfr 8/ttnL10-21 Lqrr5t4 none stcl
mfr F.r/sc1 ? /nlshk3zL-?.9 Loyr4/4 E?.d 7.5yr416
nlaglwnonels.O/sg nvfr7 .5yr4l 429ail4
nla50/sg mI nlanone4L-L2(LQi'r|l(t5
L/f
6
3
5
)
z
4
7 1.8
7
Namo:-Plcur Pnnt L. SEeel aeJ?6b
t:
x fi;, c 7-B-q3
7L5-2
0atr:Numoer
l.Ih r?.r Ea,:.r Lqk* ot'f i,a* b1=4251461
(
Ave.
!..1h i t rt:
PRoPEITY owNER ]\[orf1 ex Tnc.
Eoring #
Be qr Lqk c o f t'i ee 6134ib t Og 1
SOIL OESCRIPTION REPORT
P. a3
1Page '' o,_sg3-40g I4
Roots G P Orlr
I ed tTrs
2tt .5
Gtotltd
elw.
101,29r
Oepfi to
lfiIUngffir>L20"_
Ll t 4
5
7
5
6
8
4
Remarks:
I
Horizon Oepfr lOominant Coror Iin. I Munsell I
Mo6es
Qu. Sz Conr Cobr Texture Sfuaure
Gr. Sz. Sh.Corsstenca Bordary
0-r 31 t0yr3 / 3 i L. i2lmi sbk J mrlr i c/s
L3-ZL none210yr3/3 sicl ? /n/ shk nfr 8/w LIT
21-303 Layc+/4 none sc1 2/rnlsbk mfr 8/v
4 30-36 7 ,)yr4 /4 none sl.2lnlsbk mfr g/v n/a
5 36-L2 ) 7 ,Syral6 none 5 0l sg rrfl na/nla
Eoring *
Gromd
e{w..00101 It
0epfi b
turntirq
Ail',,,,)110"
none c/s2/nlst'./rc mfrL lue(l-)-10 LWzl2
E/tt L/tsiclZlnlsbkmfr'.0-7.4 10yr3/3 none2
a/w LITscl2/n/ sbk mfrLQr:.qltl none3?.4-33
nalolsgmLglwnoneS33-41 7 .5yr5 l84
mI 8/"t o/anone50/sgLW4/641 -905
alamIalanonel.o.0/sg90-11 I LOyx4l66
5 i.6
4
4
5
5
8
8
7
7
I
Remarks:
Borlng #
GDund
dEr.
101.10 n
O€efi lo
Initng
factr>1lE-
Eoring #
Gmmd
elev.
101.10 n
O€pUt to
lrritng
hdor)trn"
Remarks
2/tLcls? /nl sbl<nfr0-1 7 LWz,l2 none1
e/wmfr?ln/ sbkscilLqrr4l4none2.L7-35
tr l\t I nlanIO/ss.1s.7 .iw414 none33I_t Z
nlaml0/sgSnonet Z-LL(Loyr5144
65
Llf,
nal 7
4 i.5
, i.6
7 i.8
B
B
5
7
6
zltmfrlgr,2/nlsbkLnoneLWzlzo-181
Llf.glvmfrsicl2lnlsbknonet8-40 L0y:.4l42
na/R/"tnwfr0l ag19.none7 .5yr4 /440E483
nalilanlSolsgnoneI Lq.u:!4l448-10(4
4
PARCELI!.'
none
l.
l^lhitr Boo.r L,rkr of f i,:e S12426lOOt
SOIL AND SITE EVALUATION REPORT
in accord with ILHR 83.05. Wis. Adm. Code
P. 8+
miconrh 0cprrmrnt ol lncturrry,[rbr rrrd l.furrrryt Hehtirr
0ivirion of Seloty {t Eriklrgr
Page 3 ot tl
Attrctr
"dtnpt.t. Jto plan on ptp.r not loss then 8 1l2x 11 inchcr in sizr. Plan rrnrcr include, hrt
not lifitil.d lo vertical and horizontel refercrrr point (Bt*), direction arrd lo of slope, scale or
dmensioned, north irr?ow, and locetion and dirtance to nearest road.
APPLICANT INFO RUATION-PLEASE PRINT ALL INFORUATION
SE. Crolx
P ,
S EI
PROPEFTY LOCATION
GO/T. LOT ilE ,/1ll[I tt1,s23 T 29 .N,n 19 )cE (or)w
S OR CSM I
n a
6&Nry Corsmdion Use [ ] Residatial/ Number of b€drooms _ t I Addlton ro €rBting buildhg
[ | Feplacement trd Publb or commorcjal describ€rnfg. 100 & l. floor drains
Code denved daily flow 2200 gpO Recommended design loading rate g{fie-.8 rencfi. gpdfiz7
$
Alsdpdon aea roqdred -l![ bed. l8 -2& rena, n2 l,hrimum d€sign loadiog rare . 7 bed. gpd/tt2r9-refld. qpona
R eco mrnended infi lEation g urface el evation(s )
q7. 10 ft (as refened to site plan b€ndtmak)
A&,it'onal design / site considerations n I a
PHOPERTY OTYNER:
PqOPEHTY OWNER:S lrUlLlNG A00RESS
LzzCf,- Goodrriew Ave. lll LOT rala ELOCK rnla
OTY. STATE ZIP COOE PHOJ.IE NUUAEN
-
IJhlte Rear Lake, Hl[. 5 i1f0 ( 5ta 425-1001 trcnY EviuJcEW
I{tr<lson
at
S . SuitaHe fq ststem
U . UnsuiEble foi system
corwENTlcc{ALETS trU
MOJilO6ts Eu F{.GROUNO PRESSUREfT{ tru AT.GRAOEEks tru SYSTEU N FIUtrS E}U
Puent material ouEuash Flood plain darafion, il applicable nal
SOIL O ESCRIPTION REPORT
Eoring #
n
Floots
r.oLoll{(i TA rXtrS 18u
G P D/It
8ed rTrm
5 .6
5 26
4 ,
7 .8
Oornd
elor.101.10 n
Oeph to
lm'tn0
hcbr>Lzg_
Dominant Color
Munsell
Oepth
in.
fvlo6es
Ou. Sz Cont Cdor Texture .?:!f|| lc"**,,*le",o"rHorizon
3,/w lzt t0-15 noneLgyI,z/z I L. lzl*/"tt I *rr1
Elv Llt2L5-32 Lqv-r4/4 none sl.2/m/sbk mfr
g/v Llf,3 32-42 Lqyx4/4 none sicl ?.lnlshk mfr
na/rn1 na/4 4Z-Lat Lqrr4,/4 none co. s O/ss,
Remarla
Boring tl
Gotnd
dgv. !
1Ol . 15 ft
0eph h
fifilUrqw>rzg-
2/tclsrnfr2/mlsbl'.LWzlz none0-L21
Llf,mfrsiclZlmlsbknone7-L?-ZO 7W4/4
glv Llf2lnlsbknfrs1.1..LW5l4 none32c.3L
na/glwLsnone7 .5yr4l431-384
nla 7mlna/0/sgSnoneLqyr4l4538-12C
5 6
4 i..5
5
7
6
I
S'gnrnrc
L.t,eel
7-n-q1
TL 200
estm ?298
Nurnber
8
Remarks:
trl61a-Flurr Print
n3t:
a
L.
8/rt
a
ml0lsg,
a
a
l.Ihite B*o.r L.rkc ot'f iee 6124261861
STEEL'S,SOIL SERVICES 9 3 408 I.t
P. as
4
lrp
Gary L Steel
c.s.T. z:gg
MPRSW-3254
Norflex Inc.lrr*lnfi s23-p.91{-Rt9rl
ffiio
Nan Rlchmond. Wl 54017
(71s) 248.8?oOEorm of liudsonpage 4 0f !1
t
area less than 1'
n P-
I
I
F]b-
r 0r
1'- h0t or as cllmencioned
tm- Eop of 1" steel pipe at,
el. lOO' vl marlcer plfre
alE. hp Eop of rnl suney
stske of outloc at,el 101.15' ' g
el. dlfference within r
1OO' of all stdes of b't
t*t
pt**+
(
5
-, Itb
22t
r
\d
1,+'
\8'
\
q)
\
\
)\
$\
-)!:.i
Y
o.+
.r)
o
0
gr/'r9'fr up
EL {h,S
,?/6l ,
c t-\
' {'o
,}
El
,10u r),
-l{
v\.,l+L' r- -
I
I
T_
)\t\v .ss
b
.{.)
5
I
50
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g0-
u
8+.*(, Htzr .Jt-&{v
0
(,
i
Gary L. SEeel
7-8-93
f0 Ltrt €
l SSA )
\
SAFETY & BUILDINCS DIVISION
' State Lf wisconsin
Department of Industry, Labor and Human Relations
August 23, 1993 2226 RoEe Stneet
La Cnosse WI 54603
CEDAR CORPORATION
604 WI LSON AVE
MENOFI}IIE WI 54751
RE:PLAI'I 593-40814
NORFLD(, INC.
NE,Nt't,23,29, 19W
CIry OF HUEON
NON-PRESSURIZED IN.GRCI.JND SYSTEM
FEE RECEIVED:1 30. 00
CqJNTY OF ST CROIX
TIB D€pantrnsrt has nevlered tlre above-nef€nenced suhnJttal.
Condltltrra'l appnoval is herebv granted fon the system plan suhnitta'l . Al'l
noted jtems mrst b€ conrected. The nevis^, and approval of the syst€rn 'ls based
sr chapter 145, WJscarsJn Statut6, and chapters ILHR 83 and 84, WisctrlsJn
AdmJnistnat'lv€ Code, and 'ls contJngent upon conpl iance with any st'ipu]atitr)s
slprn cr th6 plans. This systern has not ben revier*ed fon the code
nequ J rernents set fonth in chaptan ILHR 82 or {n chaptens ILHR 50-64, WisconsJn
MmJnJstratJve Code.
- This appnova'l dc not 'lnc]ude p'lans fon the genena l plumbJng systeflB on
ser.en p'lpJng leading to tlE septic/holding tank nequi rad for th'is pnoJ€ct.
Tlrese plans nny have to b€ suhnJtted and appnoved b€fore constnuctJon can
beg'ln.
ThJs plan submittal approva'l wJ'l'l ocpJne ttrlo yeans from the approval date, or
if a sanltany p€nm'lt Js obtain€d, plan appnoval wlll o<pine on tlE day ttE
JnJtJa'l sanitary p€rmit expJn€s. The I Jcensed plumben respqrsJb'le fon this
lnsta'l latJtrr sha l 1 k*p c1e set of plans wJth the oepantfiElt's stamp of
approval at th6 cdrstnuct'ltrr site. The insta]'len shal1 not'ify tlE appnopniate
insp*tor wl^sr lnspetJons can be made.
A11 penmlts requlned by the city, vi'l1age, tornship or ccunty shal1 be
obta'in€d pnior to Jnsta'l]at'itrr.
caD-0a23 rR. outr,
tl !!j
k
.A
L.
-t t
SAFETY & BUIIJINGS DIVISION
' StabLf wisconsin
Department of Industr5r, Labor and Human Relations
CEDAR @RPORATIO{
Page 2
August 23, 1993
InquJries should be dJnected to ryE at the numben 1isted belclt.r. P'lease nefer
to th6 plan number sho*n above.
S'lncenely,
&{,m
P'lan Rar'Jat^ten
S€ct'itrr of PnJvate Sewage
(608) ?85-9348
1588W 2
saD{a8tR.0trcl,
{ .\ -./ :t"ib. .t -r?tI
Wgconsin Oepanrnent ol lndustry,
Lsbor and Human RelatlorB
Oivision of Salcty & Burldrngs
l,Jhite B*,lr L,rke ,:ftii,ae.E 1:+2b I eft3 t
SOIL AND SITE EVALUATION HEPORT
in accord with ILHR 83.05, Wis. Adm. Cooe
P. !32
Fage I of ii
Attach complete aite plan on pap€r not less than 8 112 x 11 inches in size. Plan must include, but
not limtted to vertical and honzontal ref grence point (BM), direction and./o of slope, scale or
dimensioned, north arrow, and location and distance'to nearest road.
A PP LrC A N T I N F0 H 14 A Tto N- p L EAS E p Rt N TREOE|ffiBTT O ru
S c, . Crolx
SUBO. NAME OR CSU Tnla
N N I
s s408 i
PHOPERTY LOCATION
GOW. LOTIIE 1/4 MJ
Y OAT=
1t4,s ?.3 r 29 ,N,H 19 Ecoo w
TY
son SE. Hy. lllz
PROPEHTY OWNEH:
Norflex fnc.AUG I 9 1993
PRCPERW OWNER':S lIAlUNc A00RESS
L2200 Goodview Ave. l[.SATETY & 8TDGS. OIY.
LOT I
n/a 3LOCK rnla
Lake, ivll
NU
!1 0011E,E
F[ New ConsUucuon Use [ ] Residential/ Number of bedrooms t I Additlon to existing building
I IReplac€ment b(I Public or commsrcia, d€cnb€ mfq, 10O enplovees & 4
Cod6 derivGd daily low --2@- gpd Recommended design loadhg ralg . 7 bed, gpd/ft2J!--lrench. gpoft2
Aborpuon ana requireo 3143 5s6, 12 49- rrtO, nz Maximum design loading rate . 7 bed, gpd/ft2rg-t ench. gpOlt2
R eco mm ended in fi ltration s ur face e{evation (s )97. 1C ft (as refened tc site plan benchmark)
Additional design / site considerations
Parent material outllash Flood plain elevation, if applicable r.la ft
fioL0llJG TA,\{Ktrs Eu
SOIL DESCHIPTION REPORT
Roots GP O/ft
Boring #
6
3
5
Ground
8lev.
99,1Q- lt.
Deph to
llniUr{
facU
>T,20"
7 I
3
SYSTEII IN FILLtrs EuS . Suitaole for svstem
U 'Unsurtable foi systern
coilvEuT]oNALE6 tru MOTJNOE(S tru
IN.GAOUNO PRESSUREE6 tru I AT.GRAOElBstru
Bor6ay
Bed
MoUes
Qu. Sz. Cont Color
Texture Structure
Gr. Sz. Sh.
ConsisenceHorizonDepth
in.
0omlnant Color
Munsell
z/f2/n/shk mfr c/s0-1 1 Ltrrzl2 none Ir,1
E/tt L/f Isicll/f,/sbk mfr,LL-26 LQurt+/t+none
L/t z1/f/sbl'.mfr s,/trLOw|l4 none sc1325-3tl
ola n/a0l sg m1) LWL/6 none S434-Lzl
Remarks:
g
?s
Boring #
Gountl
elEv. -
10n nn,t
Doph to
lirniUrq
factor
>120"
mfr cls z/f?./n/shkLnone0-10 L0yr2/21
t/f8/ttsiclrnfrL/f,lsbkLq('r5/4nLLO-2L
?$/t/tmfrsc1? /n/shkLW4l4EZd 7.5yrt+/6zL-?.93
n/a?./wnvfr0/sglsnone7 .5yr4 /429-4L4
7n/arn1nla0/sg5none4L-L2(Lqi.r.4l6)
6
3
5
I
?
4
7
Flemarks:
Name:-ileare Pnnt L. Sceel 5-e?6b
g
x ?7;;, r 7 -B-q3
7L5-?4
0ate:
n/a
none
L^,lh i t,+
PROPEHIY owNER :'lorfLex rnc.
PARCEL I.D. '
Eonng #
B.*,rr L,rke of f i,:e b1:4':61p3tf 1
SOIL DESCRIPTION REPORT
s9s,r 40g I
P. B5
,)
Page ''' of -
i*
Ground
elw.
10UZ0t.
Oeph to
ImiIng
tetor
>L20" _
Llf !+
8
5,
7
l*,r,. I
Motfles
Qu. Sz. Cont Color
Structure
Gr. Sz. Sh
Consistancs BordaryHonzon0epfft
In.
Dominant Cotor
Munsell
1/F10-13 LWr3l3 L. izlrr sbk I *tr I c/snoneI
sicl 7 /nlsbk nfr glw L/fnone
8ed tlrst
.5 I .6
I.l+ 1.5
Roots GPD/ft<
L 13-2L .L0yr3 /3
sc1 2ln/ sbk mfr 8/vnone32L-30
sl.?/nlsbk mfr E/w nl a7 ,iw4l4 none30-354
na/ln/aAlsgrnl) 7 .5ytal6 Jnone535-LZt
Remarks
Eoring #
Ground
r01
elw.
.00
't.
Depfi to
lirntting
hctor,..)110"
cls ?,/ f,mfrZlnl shkL)-10 Lqrr?,12L"
L/f.mfr fl/tt2lnlsbksiclnoneLayfi/3'.a-zt+na
L/f,a/wmfr?./nlehksc1none?.4-33 Lovr4l43
g/tt na/o/sg mLSnone33-41 7.iyril84
nlaB/',rrnlS0/sgnoneLW4l54t-905
n/anlant0/sgo, S.none lc90-11(\ L}ytt+ I 56
6
5
5
I
B
5
4
4
7
7
8I
Flemar[<s:
Boring #
Grcund
elEr.
101.10 r
Oeph lo
[nitng
tacbr>1lE-
Boring #
Ground
DePfi to
Initrg
tador
x.00"
eleu.
.10101 ft.
Rernarks:
c/s2/n/sbl<nfrLnoneLW?,1?.0-171
/wmfrZln/sbl<noneL7-35 l41aL
w0s5l47.i35-L23
nal
6)
11 5
7
B7
2/t
L/t
n/aml0/sgnoneL?-LL Lq('r51411
6
63lf,/wmfr?/nlsbkL2/?.nonet0-r81 4 :.5Llf,/vmfrZlnlsbksiclLo('I.4l418-402
na/rmrfr0l sg19.none7 .5yr4l440-483
87
t7/lan1olsg5noneLqu:.4l448-1l+
:.
L@+/4
none
scil
none
?,/rr
W:consin Departrnent ol lnctustry,
LrEr erd Humen Rehtiort
Oivisron of Safoty & Buildirgs
Hh it * Beo.r L,eke ol'l'ir:a fi L:+251AA t
SOIL AND SITE EVALUATION HEPORT
in accord with ILHR 83.05, Wis. Adm. Code
P. r,3+
Page cfJ /1
SE. CrolxAttach cohptete sile plan on pep6r not less than I lt}x 11 inches in size. Plan rnust include, but
not limited to vertical and horizontal reference point (?M), direction and"h of slope, scale or
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION
1 0.,
s
PROPERTY LOCATION
cow. LOT l'E r/1lllf tt4,s23 T 29
SUSO. .!AME OR CSM Inla
,N,R 19 )cE (or) w
N ROAO
. tll?.
PROPEHTY CWNER:
ELpCK rnlaLOT r
nl aPQOPEHTY OWNER' :S,VAlLl
L22OO Goodview Ave. lI/
NG AODHESS
Ecrw EvrLuGE St'owlr
Hurlsonft{-',f.", Lake, Mlr. i'i1?80' ?e?b'ttfdJ
t'l
1001
h&N*r Consrudion
[ ] Beplacement
Use{ I Residential/Numberofbedrooms-tlAddltiontoexisungbuilding
errployee s&tfLoordralnshd Public or commarqal desctibe rirfg. 100
Codo deNed daily flo* -2200 Spd Becommended design loadilE tate ' 7 bed, gpdnz4g-ttenctr, gpd/fi2
Atsonton area rcqulled 3143 bEd, d 2750 fendl ll2 LErimum design hading nls . 7 bed. gpdttz . B rench. gpOttz
B ecommended infi lUation surfacs €levation(s )97. 10 ft (as relened to site plan benchmark)
nla
lrcuNo IEts Eu I
IN.GROUNO PHESSUREEt3 tru I Ar.GnAoEI Bs tru I wsrauI trs tstJ
IN FIUCONVEI.{TICNALELs tl u
system
for svstem
S - Suitable for
U = Unsuitable
Addi[onal design / site considerations
Parent material ott Flood plain elevation, if applicable na/ft
rcLOING TAT.IXtrS xEu
GPD/ft
Bed
SOIL DESCHIPTION REPOBT
Texture Structure
Gr. Sz. Sh.ConsisEnce Boxday RootsBoring #
Ground
elev.tOL.l0 tt.
Deph to
ImiUng
facEl>W
5
5
4
7
6
8
6
)
MoSes
Qu. Se. Cont Color
pth
in
0e Dominant Color
MunsellHorizon
slw lZtrLnft?ln/shk LnoneLWZIZt0-15
fr/w Llf,rnfr2lmlsh]rcsl.noneL5-32 Lqrr4/47
Llf,glvsiclmfr?./nlshknone32.-42 LW4/43
na/na/mlco. s 0/ssnonet+Z-L?C Lqrr|l44
Remarks:
Boring #
Grund
eleu. t
101 . 15 tt
0eph lo
Inulirq
tachr
>1ZU_
2/tclsmfr2/m/sbl'.LnoneLWztz0-L2t
L/f,8/vmfrZlnlshksiclnoneLW4/4,L2-ZO
g/w2/n/sbk nfrs1.J.,noneLW5l420-3L3
na/g/w0l sg,rnlLsnone31-384
nla 7nalml0/sgSnoneLqlgT4l43B-1 2C5
,
6
5
B
)
14
)
7
L/f
Sgnawo:7 -B-93
71-5
cstm 2298
Number:
I
Remarks:
;r163;-flrue Print
5
I
a
7 .5yt4 /4
a
l^.lhite B,+,er L,rk* o+'f ie,a 15 1 2+2'5 1 Ee 1 P. E5
sTEEL's,soIL sERvIcEs I3 !t 4.?-p^L4
1q</r ?OOrh Arro
Gary L. Steel
c.s.T. ?2es
MPHSW.3254
Norflex fnc.
NEkM;i- sii-rzer{-R L eI i
ffiio
New Richrnond, Wl 54o17
(715) 246-6200
i
Lo$rn of l{udsonpage t+ 0f L ?-
I
Il= b-
\r 0
-lv
t"= 40' or as cllnenEioned
bm= Eop of 1" sEeel pipe aE,
el. tOO' v I marlcer ptpe
a1E,. hn- Eop of ntr gurvey
:ii3r:f,?""o'aE b
e1. dlfference within
10O' of all sides of
area less chan 1'
'//6l o
,tf
pt*"+
(
5
\\\
\
\
\
srr.
\
-)
L\)Y't*
o.+
t
oi
o
b,\s'
,ll
141
$
\
1,+'
0
.9'f/gv'UP
f*r fi,S Gl:-
b\
40 f),
)\
{
-BO
+L,
T_
n
V V
l/)
(t
5
l'
t
05
\
^)g*'v .$$
8+'/" Htz
0u
?d\ir-
41,{v
0
i
C'ary L. SEeel
7-8-93
f0 Ltrt €
t
r \
t\
.l
grr\o
.Y
\,\
,t I e flu^b,,Co /cs / qs /J
(
6i
.t t,l,al-l-FLa La Laa{ tr t{aa-,a.a,a
c)C'G'noorC{
pGlr?
i't'l'
aaac{ e{ c{e{fl61
BECEiVED
Aub t s tss3
sg3,-4CBl4
Bu,'lJ,n 0o.tq
sArElY u sLDss'
Ern e lo yee.J Po Le-nLr'q I
C oL. h' 6a.v ln
olv.+
*E,I oo
I
?
Ll
trJ{a
ARKANSAW tAa
\eaaWIS.F loo " O ,a t'n,t
Floo, Drqtns
Crrrra-nt/y
Futo4 , e N
*S1a r1,j ,'ll b.ba.t"/ or1 So,'/ F-ualuntt'onw
Lt) aa te LU a te, C a leu loi /on
St'z.J fr" {utLt,e /4axtmu,rn /ooJ
Frorn Toble lz:
,a
loo €n p )o ),eq @
Ca{eh Oa'tin @
Zo Oaloo O a
Currenl
Fu Lut e-
s Z.ooo
loc
../,so
zoo
6al
6dl
Gq I
Gal
I
?
,r
ls
F loo, Oto t'r-)
Floo, Dta t'n9
@ sa.ooJlr/
ar''
'l
e. \Sa
T'oto,z'750 Ga I
F,'e lot 8e A$ lz,a
baeoJ en o,7 dpl/etl
/o,,
e f ,l/+L,3?ZS,d'7 FO d
a 750 gf
Ft,' b;A 't'ntCalloJ nL .lruaLt'o4Useo
tol J*c :e at\t I '-fl'cat t'o o
E-2s880
P)" rn lt Ca/cs e /q:z/,No. { /e.x
6i
(
,a,a.ahhFlI L lrarILl{a--ra ra r,ooo|a00pc{
pGl?
tl'l'
aal
GI C{ GI(rtfl6r
Fleld 8e.ol .lrtrirr iorf s93 r xog r 4
Da,l, Flo,.,.t
" Ftt.lu s.nt h
o{ZTSC 6al ? l$oo Gal
dl eo lc. .fu-pu/Or orf A rn a.4
Se -
l r "LtC lanR \)tztn
See, tUqute, CUatc.r C, lc-.t a.lo, s
0a,'I
tl t'n
l= lcw
.5-l'z e
7-o{a I
Z rl,f O
7so
Go llory
G a l/ont
3.tod G a ))o n,
ot'. .3troo 6ollont.l? i r, )'tlru n't .-J r'ze.
Co,lo fu-C
0o, l/tl)atte Flou'z ?so Gal
-t- -!----'-
La r,rttu n -- -o f - lt - .Lode-J -Z7so e o i---- GP? ^.f €.!b^
./
,tr't,rl Pt, e Co, oet'L;u
frpe-
I lo n.)
I:-
bol oat 7 ttsf, 0ol
'i
I.--_ ._-L__
I
I
N,, !le.Pl.,"A;. Co l"s d/eJi 3/z
P CA ln lo,sgg-409 l4
..lasl 6a lloa . fump t
"lU oi,t ot fl ool c I a) L
--Oo2$.-Co2ac'
o.low. .-fat-o t
2c. 07 6a
CAanlcr
,e.to
__{rs 11I /tnc,A .
ffi
L7
- il'alctt{'
',J
h
176\<.2 Ga I
m
31b.LO
A) t Lo,A lctrlc'z<to 6a I 52;)tl-' Penp on
2a 6?3 6q t
Funa.3zo 6al '
-_-6oLbm
o+t
ol .Tanktz
(
Paa,s
'olo - olfov,*-{-ct.. n--'t--
m )ot uA l- J'l,rr.1 u*,EJ-$ -ul ,P
c.c bauo
I
--f :--' ' :'-- ---r''- ---:- -t'
r!
------. L.
rl - "- --T
s93 r 4 08 74
TANK SPECIFICATIONS:
SEGIEIIflI 8' x 16' x 4h FT. HIGH lNl-ET & OUTLET
CApACtTy: 19fft GALLONS PER Z1h Fr. PER RECIUIREMENTS
SEGMEN1, t ;1;qMUM 4 SEGMENTS H;GH. c' BORE WITH SIOP FOR T\€EAL
RElHFcrRcflEl,l
{! 'v r 'rY' r' GASKET oR Eclt AL
S;OEWAL1S . 58,, REBAR AttD 6 r 6/t0 GAL INLET & OT TLET BAFFIIS:
wRE MESH
te' nEEr'r Fu!t' e ^ "''v \J'!*" Rc 'MEETS wt- D.|-LH.R- AI{D MN. M.PGA
CS1/EF AI{O AASE - SE,, REBAR SPEOFICtrIONS
DtrEt{sito}ts: INIEI, OUTLET & OPENINGS PROVIDED
WALU; .2th" LENGTH - 16' PER REOUIBEilEIIITIL
Birrn5M 16r' wtcrrtt - 8' - UOUID CrAp1g115 6645 GAUINC}I
CO/ER - 6" BELOvl, lNL-ET - vAFlEs u,ct<oowu covEnsi AvAtLAaLE
HSGHT . VARIES I'ANFTOLE .24' I.O.
VARtOtNt tltlES: SEPTC IANK HOU)ING TANK MANURE Prf, RECEPT|ON Pr[ GSTERN At{D
UNOERGROUNO VAI.JIJ
SECTIONAL TANK UllE$ER ETTETETE
Rt. 2 (Hy 10) Maiden Rock, Wl 54750{715)647'2311
\a
.l
1'
a,
:.d'2'6-I
-; ;.
'Oo,'/?
d
oa?-a
c
a,4
a
oa'. .r., ,4.t .',-a
sss-408r4
TANK SPEC IFICATIONS
CAPACITY:1250 GALLONS
ffi
[EreEEEilEilE
COVER. f4 REBAR
TANK - 6 x 6/10 GA. WIRE MESH
DIMENSlONS:
WALL: 2V:" LENGTH: 103"
{, BELOW INLET:si!"
HEIGHT: 72'' MANHOLE: 24" I.D.
., :INLETAND OUTLET:
l3'.BORE WITH STOP FOR WSEAL OR
GASKET
.,INLET AilO OUTLET BAFFLES:
P.V.C.'MEETS wl. D.I.LH.F. ANO
MN. M.P.C.A. SPECIFICATIONS
LIOUID CAPACTTY: 26.67 GAUINCH
HOLDINO TAIiIIG- OUTLET HOLE PLUGGED
FLOOR: +rt
5" THICK
LOCKDOWN COVERS AVAILABLE
ACTUAL CAPACITY: 1294 GALLONS
WEIGHT:8,300 LBS.
-
I
s EPTIC TANK'HOLDING TANK
ll
nl. 2 (Hy 10l Msidln Roct. Wl 5.750{7ltl6/ar.8r 1
0
tI
I
I
,
@I
\I\
I
I
I
0
'1':
ili
*[
iit
'i.,i- - -.. r:..n.
":'J7.-.,L
uE]
E
(
u
WHRE crndWHRE-DS
(
WENE.DS
TTEE WENE SEnIES PT'MPS AXE DESIGNED FON USE INI UGET COMMENCIAI. A}ID NESIDENTTAL EFFLI'E} T
PUMPING APPIICAfiONS. WHRE pumps will poss 3/r-inch
solids. Recessed vortex impeller provides on
unobstructed possqgre in the volute cqse which ollows
these pumps to hondle stringy trosh ond slurries without
plugging the impeller. The vortex impeller olso greotly
extends the pump beoring life. For more inlormolion,
coll your Myers distrlbutor, or the Myers Ohio sqles ollice
ot 4l9/289-1144.
ADVAIVTA.GES BY DESIGN
DT'NA3IT MOTON.
r Oil-tilled lor cooler operotion ond constont
beoring lubrlcotlon.
r Single phose PSC motors hcnre no storting
s,rritch to foil.
r Recessed impeller reduces rodiol beoring
loods, increqses beoring llfe.r Recessed vortex lmpeller posses r/r' solids.r Impeller operotes completely out of volute
possoge.
SINGLE ON DOI'BLE.TAI{DE M MECEAI{ICAL
SEAI CONTIGIINATIONS.
PRODUCT CAPABITITIES
WHERE TNNOUATION MEETS TRADMON
s/n" SoliG Hondling Eflluent hrmps,
Single ond Double Secll
g 3 -, 4,08 l4
(
Copootles To EO gpm 302.6lpm
Heods To t06 tr.32.3 m
Sollds Hondling Copoclty (clld.)r/r tn 19.l mm
Llgurds Hondllng sewoge etlluent ond
cl6,or drqln woter
Inte rmittanl UCuld Temp.up lo 140'F 60'c
Molor r/u, l, qnd 2 HP. 3450 rpm
Eleclrlcol tlzHP,llsV lO. 6O Hz. PSCtlt 1,2 HP. 230V, lO. 60 Hz. PSC
2O8/23O/ 46o,/ s7 5V, 3@. 60 Hz
Acceptoble pH Ronge 6-9
Speclflc Grq\rity 9-l.l
Dtschorge. NPT
(Optlonol)
2
3
tn.
ln.
508mm
76.2 mm
Mtrumurn Sump Dlo. (Stmpler)
(Dupler)
24 ln.
30 tn.
609.6 mrn
762 mm
Constnrc'llo u lrsto rlalr
Molor HorJsrng cosl tron
Volute Cose cqst lron
Impeller bronze. vortex
Power Cord Single Seol
t6/3.20 n.. w
t6/4, 15 fi..3Q
sJowsJowA
Double Seql
t414. L5 n., @
t4/3.20 fi, to uD
16/4, 15 n.. 30 uD
MEchcrnlcql Sool
(Opllonol)
stngle fype l, cqrbon ond ceromic
or
double lqndenL corbon qnd cerqrnlc
hrmp Shotl ond
Molor Sholl
416 SST
Myers
SSfrVTAGffiI
-l-lAJ
WETE
@
@
WHRE cndWHRE-DS
/r" Solids Hcnrdling Effluent Rtmps,
sd?':ili$Yr
WBPE
IIIPEI.LEN
Recesed completely out
of volute possoge,
K32'13 7189
Printed in U.S.A.
SEPANATE CAPACITOT
EOUSING
Permlls copocltor
replocament (slngle
phose only) wllhout
dlsmontltng motor.
MOTON EOUSING
Cost iron; pressed-ln stotor
lor best heqt trqnsler qnd
oligmment.
BEATINGS
Support rotor. toke rcrdlol
ond thnrst loods.
uorot
'/u, I ond 2 HP. Single or
three phose. 60 Hz. 3450
rpm. Oll cooled ond
lubrtcoted. Permqnent
spllt copocltor.
VOLUTE CTSE
Cqst iron with support
legs. Posses r7r' solids.
sEAfr sEAr(s)
Corbon qnd ceromic loces.
Second seol extends motor
llle.
OPTIONAL SEAL I.E"AJr
PDOBE (stngle phose only)
Detecls wqter ln seol
houslng, qctlvates red
llghl ln contrcl ponel.
DIMENSIONS
rrl_t -------
1rh , 1y!..<
,a Eth
lrh
7 XPl
2tatr rl
r%'l}l.Er I%'H.ET
WETE
PE RFO RITIAI{CE CIIR\IE
CAPACITY-LITERS PER MIHUTE
38 t 'l.t t
110
100
90
80
70
60
50
.{)
30
20
l0
0 'f020x).O50607080C)
CAPACITY-GALLONS PER MINUTE
?tgl
21A
312
F. E. Myers. A Pentair Company
1101 Myers Parkway
Ashland. Ohio 4a805-1923
419/289-r144
FAX: 419 I 289-6658, TIJ: 98-7443
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Sry!5+t
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27.0
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1E.0
15.0
12.0
9.0
6.0
3.0
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SAFETY & BUILDINGS DIVISION
Stat€ of lVisconsin
Department of Industry, Labor and Human Relations
August 23, 1993 2226 Rose Street
La Cnrese t4I 54603
CEOAR @RPORATICT.]
604 WI LSCI.{ AVE
MENCn0.l I E WI 547 51
RE:Pl-Ai.l s93-40914
NORFLE(, INC.
NE,NW,23,29,19W
CITY OF HUMON
NO\-PRESSURI ZED
FEE RECEIVED:130-00
COLJNTY OF ST CROIX
IN+RCTJND SYSTA'1
The Depantnrent has neviewed the above-nef enenced submi ttal .
Conditional appnoval is hereby gnanted fon the s5rstenr plan subm'ittal . All
noted itens rrust be connected. TtE nevierrr and approval of the s5rstem is based
on chapten 145, Wiscrrsin Statutes, and chapters ItllR 83 and 84, l,l'iscrrsin
Administnative Code, and is contingent uptr) conrpliance with any stipr.rlations
slrcr^n trr the pl ans - This s\rstenr has not beert nevieured f on the code
nequirernents set fonth in chapter ILHR 82 on in chaptens ILHR 50-64, Wisconsin
Administrative Code.
This appnoval does not include plans fon the gerreral plumbing systens on
sewen piping leading to the septic,/holding tank nequfned fon this project.
Tt-rese plans rnay have to be submitted and appnoved befone corrstnuctiorr can
begin -
This plan submittal appnoval will expine thro yeans fnqn the appnoval date, otr
if a sanitany penmit is obtained, plan appnoval will expine on the day the
initia'l sanitany penmit exp'ines. The licensed plumben nesponsible fon this
instal latim shal I keep one set of plans with the Depantmerrt's stamp of
appnoval at the cmstnuction site- The instal'len,shall not'ify the appropniate
inspecton wt'ren inspectiorrs can be nrade.
All penmits nequined by the city, village, tourlship or coLtnty slrall be
obtained pnion to instal'lation.
SBD.6,IB tR.0l/9l)
SAFETY & BUILDINGS DIVISTON
' State of lVieconsin
Department of Industry, Labor and Human Relations
CEDAR @RPORATION
Page 2
Argust 23, 1993
InquJn'les sls,r]d be dJn*ted to rE at tlE numben ]'isted belo*. Please nefer
to the p'lan numberr slsrn aborre.
SJncene'ly,
@t,m
Plan RevJerer
S'etJtrr of Private Sewage
(608) 785-9348
1s88R/ 2
Saltr!(Ilt|L0r/tl,
tI
\4 f.l,: .i.
€SAFETY & BUILDINGS DIVISION
D
State of Wisconsiri
Department of Industry, Labor and Human Relations
August ?3, 1993 2?26 Rose Street
La Cnosse W] 54603
CEDAR CORPORATICT.I
604 WI LSS.I AVE
MENCT\ffi'I I E WI 54 751
RE pLAN 593-40814
NORFLE(, INC.
NE , NW ,23 ,29 , 1 9t4
CITY OF HUMON
NOf{*PRESSL'RIZED IN.GRCI-'NO SYSTE}I
FEE RECEIVED:1 30.00
COTJNTY OF ST CROIX
The Departnent has reviewed the above-refenenced sr-rbmJttal -
C,T'ditimal appnova t is hereby gnanted fon tlre system pl an suLrnittal . Al I
noted i teng nust be corrected . Tl-E nev1er,.r and appnova I of tt-E systern is base<J
cn clrapter 145, hliscmsin Statutes, and chapters ILHR 83 and 84, Wiscorrs'in
Admfnistnative Code, and is corit{nqent upon cornp'liance with any stiptrlatl'orrs
sl-ro*rr ffr the p'lans This systern has not be€n revierred for the code
nequinerrerrts set forth in chapten It-FlR BZ CIr in chapters ILHR 50-64, l^Jisconsjn
.ACministnative Code.
fhis approval doers not include plans for tl're general plumblng systars or
se{^.er piping leading to the septic,/ho'lding tank neguired fon this pnc-r.iec't
Ifese pJans rnay have t. t:re submittecj and appnoved befone constt'uction con
@in.
This plan submJttal approval wrl I expire t\^rc yffir'"s fnonr tl-e nppnoval Jare, 'i''
if a sanitany permit is cbtained, p'lan approvel will expire ut tl^e da5, thejnitial senJEany pe,nmit expires. The licensed plumber re6por\sib.1a fon this
installatim shal'l keep orre set of plans r,,ith the Dep€r'tme,t's stannp c{
appnoval at the construction site. The insta-l len shall notify rhe ,sfipropri,rse
'i ns prector wher, 'i ns pect i rrs can be rnade .
.4'l'l penmits requineC by the city, viilage. Eorrrrship or couf-rt'y' srulI be
obtained prior tc irrstalletirr
ndrn
sEP | 0 1993
ST CROIX
COT,}{TY
zot{r}lGoFFlcE
saD.6?23 (R.0r/91,
-r6tr-
State of Wisconsin
Department of Industry, Labor and Human Relations
CEDAR CORPORAT IOiI
Page 2
August ?3, 1993
InqulnJes strcu'ld ba dinectecl te rie .tt rle nunrben 'l isterj ile'io&r - p iense reriento tiE plrn nurtben sllot^l , ,}bove .
Sincere)y.
a{,mPlan Rev{euer
S€lCt i{f,'r of Private Ssrage(508) 785-9348
158AR/ 2
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TANK SPECIFICATIONS:
SEGIEIIIT 8' r 16' x 4t| FT. HIGH lNl-ET & OUTLEII
CAp161T11 11xr3 GATIONS pER 4h Ft PEH RECIUIREMENTS-
SEGMEIT1i.-U.O<1U-UU e S:eOUer.ffS'trrcn. a,' BORE WITH SIOP FOR T\8EAL
RErilFoRcErErfl: GASKET oR Eclt'lAL
EiDE1,11LIS.SB" REBAR Ar{D 6 r 6/tO GAL lHl-ET & OUTLET BAFFLES:
Wr-nE MESH FIC 'ItrEEfS Wl. O.|.LH.R AI{D MN. M.P.C/I.
C91/EF etrrO AASE . 513,, REBAR SPEGFICtrIONS
DIHEt{SitOlS: lNLEf, OUTLET & OPENINGS PROI/IDED- WALIS-: irh,' tEtrGTH - 16, PER REOUIREIIEilTII
BOTTOM - 6" - wlC'TH - g' UOt tO CAPACIT'I: 65.45 GAUTNCH
CCr\lER - 6" BELO\i, lNl€T - VARIES tOCKDOtyil 6g1/ERS AVAtLiBt_EHEIGHT . VARTES MANt-lOt E . 24" t.O
VARIOTNT TXE& SEPTIC trANK I-|oI.oING NNK iTANURE PfT, RECEPTION PTT, C|STERN AI{O
UNOERGROT.,NO VAJIJ
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Rt. 2 (Hy 10) Maiden Rock. Wl 5.750{715)e47'2311
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TANK SPECIFICATI ONS
CAPACITY:1250 GALLONS
CONCRETE STRENGTH: 5000 PSt
REINFORCEMENT:
COVER . #4 REBAR
TANK . 6 x 6/10 GA. WIRE MESH
DIMENSIONS:
WALI i 2r2" LENGTH: 103"
BOTTOM: 3" WIDTH: 86"
COVER: 4" BELOW INLET: 53"
HEIGHT: 72" MANHOLE: 24" l.D.
INLET AND OUTLET:
4'' BORE WITH STOP FOR TYSEAL OR
FERNCO GASKET
INLET AND OUTLET BAFFLES:
P.V.C. 'MEETS WI. O.I.LH.R. AND
MN. M.P.C-A. SPECIFICATIONS
LIOUIO CAPACITY: 26.67 GAUINCH
HOLDING TANK:
OUTLET HOLE PLUGGED
FLOOR: #4 REBAR
5" THICK
LOCKDOWN COVERS AVAILAELE
ACTUAL CAPACITY: 1294 GALLONS
WEIGHT: 8,300 LBS.
MODEL WLP.1250
1250 Gallon Low Profile
SEPTIC TANK/HOLDING TANK UllE$ER ETTERETE
Rt. 2 (Hy 1O Maiden Roct<. Wl 5.750{715)647-2311
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ADVAIiTAGES BY DESIGN
DT'TA3I.E MOTON.
r Oil-fllled lor cooler operoflon ond corstqnt
beoring lubrtcatlon.
r Slngle phosg PSC motors hcnre no storilng
s,.ritch to fcrll.
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loods. lncreqses beoring ltte.r Recessed vortex tmpeller posses 3/r'sollds.
r Impeller operotes completely out of volute
possoge.
SINGLE OI DOUBI.E.TAI{DE M MECEAI{ICAT
SEAI. CONTIGI'&ATIONS.
PRODUCT CAPABILITIES
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WENE.DS
ITI EE WENE SEEES PIIMPS ANE DESIGNED FON USE INI LIGET COMI{ENCI,AT AI.ID NESIDENTTAT EITTI'ENT
PUIIPING APTCAflONS. WHRE pumps wil poss r/r-inch
solids. Recessed vortex impe[er provides on-
unobstructed possqge in the volute cqse which ollows
these pumps to hcrndle strlngy trosh ond slurries without
pluggnng the impeller. The vortex impeller olso grecrily
extends the pump beoring lile. For more intormotlon.
coll your Myers distrlbutor. or the Myers ohio soles officeat 419/289-1144.
WHERE TNNOUATION MEETS TPAD/fl'ION
Cqpocrttel To E0 grpm 302.6lpm
Heods To 106 n.32.3 m
Sollds Hondling Cqpoctty (dld.)7. lrr 19. I rnm
Uquds Hondlng s{twoge e0uent qnd
clgqr drctn rrrqler
lnlermJtlod Uquld Temp.up lo l4O'F 60'c
Molor '/r. l. qnd 2 HP. 3450 rpm
Eleclrlcol '/r HP. ll5V. lO.6O Hz. PSC
'lr 1.2 HP. 23Ov. lO. 60 H:" PSC2$l2n/ @/ 57 5V. 30. 60 I{:
Acceploblc pH Rcmgc &9
Spoclflc Gr6/tty 9-t.t
Dtschcrgo, NPt
(Opflonql)
2
3
ln.
ltr
5O.8 mrn
76.2 mro
Mlrumum Sump Dlo. (Slmplcx)
(Duplcr)
24 trL
30 tn
6O9.6 mm
762 mm
Co urilucllo a Icrto rlqlr
Molor Howrng cort trlcn
Volule Ccsc coi llon
Impeller broruc. vodor
Power C,ord Slngle Sco.l
t6/3,20n.. t@
l614. l5 n.. 3O
S'OWSJOWA
Double Seol
t414. $ n., @
t4/3. n fi' to uD
16/4. l5 fi.. 30 UD
Mectsrucql Seol
(Opllonol)
slngle tpo l. corbon ond ceromrc
or
double tqndenL corbon qnd corornlc
hrmp Shofl ond
Molor ShqJt
416 SST
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x32.3 I tcg
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sdt"':ili$Tr
(
SEPAIATE CAPACNPN
EOUSING
Permlts copocltor
replocement (slngle
phose only) wlthout
dlsmontllng motor.
MOTON EOUSING
Cqst lroru- pressed-tn stotor
lor best hecrt tronsler ond
ollgmment.
BEAIINGS
Support rotor. toke r<rdlql
ond thnrst loods.
uo?oEt/r. I ond 2 HP. Slngle or
lhree phose. 60 Hz 3450
rprn Otl cooled ond
lubrlcoted. Permonent
splll ccpodtor.
VOLUTE CTSE
Cqst lron with support
legs. Posses r/r' soltds.
sEAfr sEAt(s)
Corbon qnd cerurnlc toces.
Second seql extends motor
lUe.
OPTIONAL SEAL ITTf,
PIOBE (sl"ngle phose only)
Detects wqter ln s€ol
houstng. octtvqtes red
Ught tn contnol pcnel.
DIMENSIONS
rrlr
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WETE
PERFORMAI.ICE CTIRVE
CAPACITY-UTERS PER HIT{UTI
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ro20!.o50(,rOmq)
CAPACTTY-GALLONS PER HINUTE
7Vt
WEPI.DS
F. E Myers. A Pentair Company
l10l Myea Parkway
Ashland. Ohio 44805-1 923
41 9/289-1 r44
FAX 11 9/289-6658. TtJ: 98-74.€
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STC 105
SEPTIC TANK MAINTENANCE AGREEMENTSt. Croix County
ol^IN ER/BUY E
ADDRES S?20 N rflex Drive
1 fnc .
CITY/STAT W 4ot6
FIRE NUMBER T2o
540L6I
pRopERTy LocATroN:SE L/4, SW 1/4, SECTTON 23 , T2g N-n 19 w
TOWN OF Hud son
SUBDIVISION NA
Sg. Crolx 'Count,y,
LOT NU}IBER NA
Improper use and maintenance of your septic system couldresult in its premature failure to handle wastei. propermaintenance consists of pumping out the septic tank every threeyears or =:o.:.f , i f needed by a licensed septic tank pr*p"t'. Hhatyou put into the system can affect the funct,ion of th; slptic tankas a treatment stage in the waste disposal system. iSt. croix County residents may be eligiUfe to receive a grantfor a maximum of 6ot of the cost of repfacement of a fallingsystem, which was in- operation prior to .ruf y 1 , 19ZB . st. croixcounly accepted this program in August of 1980, with therequirement that owners of aII new =yJt"ms agree to keep theirsystem properly maintained.
. . Tf " p.ropgrty owner agrrees to submit to st. croix Zoning acert'if ication 'f orm, signed.by the owner and by a mater plumber,journeyman plumber, restricted plutnber or a Iicen="d--frrnp.tveri fying that ( 1 ). the on-site wastewater dispo=ir system - is - inproper operating condition and (2) after inspection and'pumping (ifnecessary), the septic tank is less than i/l full of ^stuage andSCUM.
r/l{e, the undersigned have read the above re quirementsagree to maintain the private sewage disposal s ystem in accordwith the standards se U forth, herein, as set b y the WisconsinCertification statin g that your sep c has been maintained muscompleted and return ed to the St. C r x Co. Zonin g officer wi30 days of the three year explratlon
\..-S IGNED :
St. Croix co. Zoning Office911 4th St.
Hudson, I.lI 54016
and
anc e
DNR.
tbethi n
\ \..\dent Norflex,
fnc .
Anderson
Hol-dings, fnq
DATE:
o
ate
-j
res n t
tl I
,
I
C
tsTC-100
This application form_i:
_a:- be completed in fuII and signed by|the. owner(s ) of the property teing ^dev;ioft .-;y''i;oiiro'iu"i".wlll -only result J.n leriys i,r tn"'pJrnir-i;;;rn;;.' ,-r'iJril u.,r.development be iirtend-ed- for ra";f" -;t owner/cohtractor, (spechouse ) , then r.a second f orm should be re'tained lna -coip-f
"Gh wnenthe property' is sold .and "ur.itt.a- lo thls of fr.ce with the:!:::::::::_::::_:::"'dlne.
Owner of property oldi S fnc .
Location of property5n t/4 Sw L/4, SectLon _23_, T_?LN_R 19 W
Townshio rr,, n ^^-
Itaillng address
Address of site 016
Subdivision name A.
Other homes on property?
Previous owner of property Wal-dro f f
Total s ize of parcel 68.4 acres
Dat.e parcel .was created 4-s-e3 record ed
Ara al'l ^nr-havF ^x-l 1^r- 1!..-- ! r t I a. . - Vvva..err, q.rr,. .tlrr- .LJ. lrEi, rut rll-rrraDrgr /! ygs _No
Is this property pelng developed for
I\4 Lot no.
Vo1ume 1000 andof Deeds.
Page Number 349
( spec house ) ?_yes X No
recorded wlth the Registerat
INCLUDE WITI{ THIS APPLICATION THE FOLLOWING:A WARRANTY DEED which incrudes a DocultENT NtHBtrR, voLUHB AND pAGENUHBER & TtlE SEAL oF TIIE RtrcrsrER Or DEBDS. ,rD addition , acertified
- survey, if available, would be helpful so as to avoiddelays of the revi.e.w-i.ng process. rf th; deed, description
. references to a certifled survey Map, the certifled survey Mapshall also be required.
r (w
bes
the
war
Dee
own
obt
the
rec
No.
e) cert,ify th
PROPERTY OVTNtrR CERTIFICATION
at all statements on thls fo rm are true to thet of ny (our)knowled ge that I (we) am (are) the owner(s) ofproperty dbscrLbed t n thie lnformatlon form, by vlrtue of aranty deed recorded in the office of t he County Register ofds as Document No., and that I ( we ) presentlythe proposed site for the sewage dJ.spos a I system or I (we)dined an easement,to run the abo ve descrlbed pro perty, forconstruction o f sald s yst,em,and the Bame has been dulyorded ln the of flce of c ounty Reglster of deeds a s Document
t(Norf l-ex, f nc .
Rob rt nderson, Vice President
*-L-.*dentignature of applLcant
Arno l-d Ande son, PresidentNorflex, fnc .
E<-ce President
Anderson Hol-dingsAnderson Hol-dings, I@-applicant
Inc .q /4_1-\L{ t: i
Date of Signature Dat,e of Signature
fnc .
NT r..f I art T nr./ Ande son H
id &..TuTJsrr
4
ta
,r/tltrV -
o
518326
FORM NO. 985.A
E!lsJ*""'
Stock No. 26273
t
t
01
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!-APPROVED
il.Jil 2 7/:g4J
tr)
N
CERTIFIED SURVEY
^lAP
NO. 2778
VOLUME 10 , PAGE 2778
PART OF THE NE, I/4 - NE,I/4 , SECTION 22,
PART OF THE SE, I/4 - SW, I/4, SEC T ION I 4 ,
sT. caotx co{.r},lTY
Corrprehonsiw Flrrni
Zoning urd
Parks Corrfl*tttr
tf not r\rc,otrd+d
rvithin 30Cfrt/s of
approvEl Gde
approval ,slnt[ be
ndl & vc*tJ
c)'
t=
CEDAR CORPOBATION
6A WILSON AVENUE
MENOMONTE, Wt 34751
(71s) 235-9081
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SECTION 23, ALL /N TOWNSHIP 29 NORTH,
HUDSON,sI cRolx co., wl
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NW. CORNER
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FNO. MONUMENT
PREPAREO FORI
ROAERT A RSON
t2,2OO GOOOvt W AVE, N.
WHITE SEAR xE, MN 55llO
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CL.AFK
$1580
MENOMONIE,
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Wrtconstn Department of lndustrY
Labor and Human Relatrons
Sa,{ety and Burldtngs Divrsion
ONSITE SEWAGE SYSTEMS
PLAN APPROVAL APPLI CATI ON
Of f rce of Drvrsron Codes and Applrcatron
Onsrte Sewage Sectron
201 E Washrngton A,ve , Rm l4 l
P O Box 7959. Madrson, Wl 53707
(608) 266-381s
|XSTRUCT|ONS: Pleare fill in allapphcable data.nd tubmit this lorm wrth plant Pl.nt wrll riot be.eviewed untrl all ,ee5.te recerved The
reverte 3rle ol thrr'lorm delafibes mort ol the requred plan inform.tion tunher requirementt may be (ontained rn the Wrs(ontrn Plumbrng
Code. whrch (an be pur(hared from the Departmen! of Admrnirtratron. Do(ument Salet and Dilrrtbuttoo,202 South Thornton Ave., P O 8or
7840, Madrton, wl 53707, Telephone (608) 266'33 58
Plan Number Previously Assrgned1. PROJECT INFORMATION (Type or print clearly)
Name o Submrtting Party (plans returned to same)
C c.,r'! (t ,' L rr,?;' ,,'r -L t f t-)
Street Address, P.O. Box or Rural Route
vCc/ L()t f ic't,t At't
Crty or Vrllage Sta te
Prolect Address or Legal Description
Prolect Name
N'.-, T
LL
ti
IZ
l/ t-"il/ e
I11
ctJ
Zrp Code
I ?',),' /County
(-\ 't C.'t ct r XTelephone No (rnclude area code)
Desrgner ,.
C c.,{1 i.1 Lttrr')
J C,f I
Zrp Code
,q>s I
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Name of Owner
An C/c /.j,,i.)ltu)/trt JNC
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Telephone No (rnclude area code)
i. )J t) C',,/ I
Street Addresr. P O. Box # or Rural Route
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Telephone No (include area code)
z b ' /cc I
Street Address. P.O. 8ox # or Rural Route
tt'v ;LL Ai, t
Sta te
/4 /v,
Zrp Code
.9j-l I C
fl Holdrng Tank
I Groundwater Monttorrng
! Petrtron For Variance
I Other Alternatrves
L.L
Crty or Vrllage
lL
2. APPLICATION FOR:
[| New Constructron
! Replacement
! Revrsron
5ta te
LL,}
! Experrmental
! Large System
fl At-Grade
f] Pressurrzed System
Crty or Vrllage
Lc'/t, t t l)cr,, La kc
I Mound System
ffl Conventronal 6ravity System
I System rn Frll
! System rn Flood Plain (attach 58D-6698)
Vrllage ! ol
Town A (r'l' )l't ,, t/.t
Crty
3. FEE COMPUTATIONS (include existing tanks)
'v:'
FEE SUEMITTtD FOR OTFICE USE
MAXE ALL CHTCXS PAYAELE TO SAFETY & BUI
750 - 1,500 gatlon septrc tank
1 ,501 -2,500 gallon sept
2.501 -5,000 gallon sept
5,001 - 9.000 gallon sept
9,001 -15.000 gallon sept
Over 15.000 gallon sept
a
b
c.
d
e
t.
DrvrsloN
50 00
60 00
00
00
L\ .O C)
$
$t
2
500 -
r,00r -
2,00r -
4,00 r -
8,00 r -
Over
1.000
2,000
4.000
8,000
12,000
12,000
30.00
50.00
70.00
90.00
gallon dose cham
gallon dose chamber
gallon dose chamber
gallon dose chamber
gallon dose chamber
gallon dose chamber
t
s
$
t
,
$
,ic" ' CO
1r0 00
r 50.00
m
n
500 -
5,001 -
Over
5,000
r 0.000
10.000
gallon holdrng tank
gallon holding tank
gallon holdrng tank
$ 3000
t 5500
$ 100 00
t 2000
$ 32.00
3 25.00
$ s000
/
{
+
Ivo
iI Ip
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Revrsrons
Groundwater Monitoring - Per Site
(other than a proposed subdivisron)
Petttton For Variance: Setback
Srte Evaluatron
Subtotal
Priority Plan Review: Enter same amount as Subtotal
Total Fee
iSo oc'I
t '5((10
l.lOTE:Fees are pureuant tcJ Wrs Adm Code, Chapter lrrd 69, and
are sub;ect to change annually
58D-6748 (R 04/88)OVER .,
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Wisconsrn Deganrnent ol lndustry,
Labor and Human Relatrcns
0iv.'g,ion of Salety & Eurldtngs
SOIL AND SITE EVALUATION REPORT
rn accord wrth ILHR 83.05, Wis. Adm, CoOe
Page I of il
Attach complete ste plan on paper not lsss than I 1/2 x 11 rnches in srze. Plan rnust rnclude, but
nol limttqd to verlical and honzontal rglsrence point (BM), direction and "/, of slope, scale or
dimensionsd, nonh arrow, and location and drstance to ngerest road.
APPLICANT INFOHMATION-PLEASE PBINT ALL INFORMATION
S
COUNTY
Sc. Crolx
11^:J.,ir4 0
REVIEWEO 8Y OAT=
PHOPERTY OWNER:
Norflex fnc.
PRCPEiTY LCCATION
cow LcTltE 1/4 MJ r/4 S 23 T 29 ,N,R f9 Eor)w
PHOPEAW OWNER':S MAILING ADORESS
LZZOO Goodview Ave. N.
LOT I
nla 3LCCK r
n/ a
SUEO. NAME OR CSM 'n/a
STATE ZIP CCDEEe Fear Lake, rYli. i5110 NU
l+
f.lt1 1001L
CITY I-']VILL.,AG
Hudson SE. Hy. llLz
N NEA i
Cod6 deriv€d daily fiow 2200 gpd Becommended Cesign toading rats __glbed, gpd/flz . B trenor. gpOft2
Ahorpton area requilgd 3143 6ed, nZ 2750 rencrr, ft2 l&ximum design toading rate .7 beo.gpott2 .8 rencir. gpOn2
lovees & !+ floor drainsk I Public or cimmeroal descrr be
Palentmalerial OUtIv?Sh
I 7.
mfe. 100
Additronal design / sits consideraticns n/a
| | Beplacement
t I Additicn to exis[ng building
Flood plan elevation, if applicaole
H ecommended in fi ltration s ur face el evation (s )ft (as refened tc site plan benclrrnak)
p[ New ConsUuctron Use [ ] Residantral/ Numb€r of bedrooms
n/a ft
temS . Suitable for
U 'Unsuitable
CO{\VSITIONAL IE6trur MOTJNO
E(S tru
N.GEOUNO PRESSUREE(s TU
AT.G&{OEE6 CU
SYSTE\I IN FiLLDs :&u
HOLOITJG IAA{Ktrs Eu
SOIL OESCHIPTION HEPORT
Eoring #
Ground
sl€v.
99,_QQ_ rt.
Deph to
llmiUrry
facbr
>120"
Remarks:
Horizon Depth
in.
0ominant Color
Munsell
Mofies
Qu. Sz. Cont Color
Texture structure
Gr. Sz. Sh
Coruisence GP D/f tBoftayRoots
Bed
mfr c/s /f 6510-1 1 2/2t none L 2/n/shk
/f I ^J1LLL-26 LOyrh /4 none sicl 1/f/sbk 8/ttmfr
mfr w 3376-3tl /41 none L/f/sbk-sc1
0/sg m1 ol a o/a 7 B43b-L2 LW4/6 none S
9
DIY.
Boring #
Ground
elgY. -
ton nnfL
Daph to
timitirg
factor
>120"
ti?) i.Ozlfc/smfrLAyrZ/2 7./n/ shknoneL0-101
8/tt L/fLqrr5 /4 rnfrsicll/f/sbknone)I0-21
L/t 4 i.imfr?tt /zt-7.9 LogT4l4 7 ln/ shk7 .5yr4 / 6 sc13
nla B7gltrmvfr0/sgls.none7 .5yx4l429-ttL4
Bn/a 7rn1nla0/s5none41-1 LW4l55
Remarks:
7:.5-?46-B?sbName:-Please Pttnl L. SEeel
4
S(narure:
x fi;,-, (^7 -B-q3
0ate CST Number
31
csrm 2,)98
!.Jh r!.+ B+,:.r L,-rk+ ,:trfi,:e b1-+:blelel1
SOIL DESCHTPTION REPORTPROPEHTY OWNEH )lorf l.ex nc.
PARCEL I.D. '
Bonng #.
P. r-15
,)
Page " of -
t':,)ti
(-,
-1.
Ground
elw.
10L-,,LOt.
Deph to
Imiting
tactor
>L20" _
Oeptn
in.
0omrnant Color
Munsell
Motdes
Qu. Sz. Conl Color
Structure
Gr. Sz. Sh
Texture Consistencs Bortan/Honzon Foots GPD/ft.
Bed rTrgr
I 0-r3 I r 0,vr3l 3 I none L Z/ni sbk i*f= tc/s I2/f,I
LOyx3 / 3 slcl ? /n/ sbknone g/,unfr L/f
5 6
4 5)L3-ZL
2ln/ sbk mfrLO,fd+ /t+scInone E/w L/f /1321-30
sl.none Z/n/ sbk /wmfr /a30-36 4lt'/.)4
0/ sg na//arnl7 .5yr4l6 5none536-17
Remarks:
Boring *
Gror.rnd
eiw.
101 .00 rt.
Oeph o
lirnrting
lactor.,.)L10"
cls /f-10 Lqrr?.t7.mfrZlnl shknoneLi
LOyr3 I 3o-24Z
a/w /tmrr?./n/shksc1noneL}tf U l474-333
glw na/mi-olsg5none433-t L
/ ,,r lntu
rn1none0/sLW\l641-905
/aol amI0/sgnoneCo. S90-11 L0yr4l66
none sicl 2lnlsbk mfr B/tt
i t.6
.4
4 i.5
L/f.
8
B
7
7
7 8
Ramarl€:
Eoring #
Ground
elev.
101 .10 rL
Oeph lo
lrniUng
tacmr
>1 10"
Boring #
Grotnd
elev-
101. t0 n.
OePfi to
IniUng
tactol
>100"
Rernarks:
c/snfr2 /n/ shkLnonetw?,/za-L71
/wmfrZln/sbl<scilLW4/4 noneL7 -35)
w ar[0 s1s.nonel)l+I7,i35-423
nal
6)
11 5
7 B
7 B
) lF
L/T
n/am10/sgqnoneLow5laht+2-LL
/trmfr lu,2/n/ sbk)/)Lnonet0-181
4 5Llf.g/vmfr?lnlsbkslclnoneLC{r:'.4l41B-40Z
na/P.,/rrnwfr0l sg19.none7 .5yr4 /440-483
C7
7 l.g
InlanIolsgSnoneLqq:.4l448-14
u+i!.1
5
7 8
5
7.iytil8
i'
65
l^.lh r t-+ Be'rr L,:,k+ ,ti; tj r,='+6 1 -+ i.i5 1 'Zlef 1 P. B+
Wlsconsin Departrrrent ol lnoustry
Labor qnd Human Relaoorrs
0ivis,on of Salcty & Buildings
SOIL AND SITE EVALUATION HEPqF
in accord with ILHR 83.0s. Wis. AdmS"S:f :4oB I q Page 3 c, 'l
Attach c€mplete site plan on pap€r not less than I 112x 11 inches in srze. Plan rnust include, but
not limiled'to vertrcSl and horizontal reierence point (BM), direction and'h of slope, scale or
dimensioned, north arow, and location and drstancs to n€arest road.
APPLICANT lNFORMAIION-PLEASE PRINT ALL lNFORMATION
PROPERTY OWNER:PROPEHTY I.OCATION
Gow LoT )'E 1/1 lill tt4,s23 T 29
08Y DAIE
,N,e 19 )ct (cr)w
PAHCEL I D. '
SL. Croix
3L0CK r
nl a
toTI/aPROPEHTY OWNE.I' :S,VAlLiNG A0C RESS
L22OO Goodview Ave. lI
EvtLt-dGE
SUBD. NAME OR CSM Inla
,)tNEAREST ROADZIP COOE[. ii1I0 a
rl
1001lrl
A>l TE
aRe r LakeJhiio
[*LNew Construction
[ ] Beptacement
Use [ ] Residennal/ Number of bedrooms t ] Addltion to existing Durlding
icd Public or commeroal descn b€ nfg.100 enpioyees & lt fl.oor drains
Cods denved daiv now 2200 gpd Beccmm€nded design loading rate . 7 bed, gpd/ltzrg-t ench. gpd/fi2
Absoefon area required 3143 bed, tP 2750 fendr. ftz i,taimum design loading rals . 7 bed. gpOn2:9-nenclr. gpOnz
Recommended infil[ation surlacs elevation(s)q7.10 tt (as refened lo site plan benohmak)
Additjonal design / sits c0nsideraticns n/a
S . Suitable lor
U = Unsuitable
CONVETYTICNALEs tru MCUNOES EU
IN.GROUNO PRESSUREfTn tru
AT.GFAOEEls tru SYSTE\{ IN flLLtrS ETJtem
Parent material o1lE"./ash
SOIL D ESCEIPTION REPOBT
Flood qlan elevation, il applicable na/
Structure
Gr. Sz. Sh.
Consistancs Bcrr6/
rt
HOLOING IANKES >@U
GPD/f
Eed rTrerO
5 6
5 6
4
8
Boring #
Ground
elw.
101 .10 n.
Oeph to
limiUng
factor>w_
Texture
na/7
i Oominant Color
Munsell
Modes
Qu. Sz. Conr CobrHorizonprh
rn
De
z/tr lzttLWz/2 rn-frnoneL. I z/*/rt t0-1 5t
t/ffl/wDJ.,mfr2/n/ shknoneL5-32 LOw4/tI
L/f,g/vmfr?./nl shksiclnone32-42 LOyr4 / a3
oa/n1CO. S.0/ssI
I
noneL0 p4 /t14Z-L2(4
Remarks:
Boring #
Grourd
elal. t
101 . 15 tt.
Oeph to
limiting
tacbr>rzu_
z/tclsZ/m/sbl,'.mfrLLWzlznone0-L21
LIfElwmfr2/n/ sbksiclLW4l4noneL2-ZOZ
glw L/fnfr2ln/ sbks1..l..none20-3L 1W5/tl
na/B/w0l sg mILs7 .5yrt+ I 4 none31-384
nla 7na/rnl0/sgnoneLW4l43B-i5
6j
4 t
j
7 B
8
Remarks:
Nome:-flerse Print nsutb-6z00L,eel
CS
cs c,m Z29B\ .l r.'rS[nature: ,1
Ga L
7 -B-93
0ate:Number.
Roots
i.5
l^.lhice Be,:rr L,rke ':rr;fi,3e 611+2,5LAAL P. 'a5
l Si& ?OOrh Arro
s93 -4081 4
STEEL'S SOIL SERVICE
Gary L. Steel
c.s.T. uss
MPRSW.3254
Norflex fnc.
r{EkM.,f i23-T291{-R19II
ffiio
New Richmond. Wl 54o17
(715) 246-e2OOEown of l{udsonpage 4 0f 4 Y1 ?-
t
area less Ehan 1'
-Ig
t " = 40 ' or as ciinenEioned
bm= top of 1" steel pipe at,el. 10O' w I rnarler plpe
al E . brn= Lop of nw surr/ey
li"f3r?fr?""o' aL ' s
el. dlfference r,rithin \
100' of all sides of b' '
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trt
pr**+
(ol
,
14'/o
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\
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N
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i
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)8, ,'l J'in Datq RECEIVED
AU6l9 1993--l -
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l13t FL x o.cc.r
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sqo--. 6e l-oa
Go ))o o,
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/1ot,'r4rm o{ . r.l-. 0ode,!Z?SO 6or l--
= - 6P? A C" lhon"
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C
c?il51 F(
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14 rhlmun 0ote. ? S 2o I Ptpc C
o
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q llons
71o Oa llon.t
"7rc, L7
7"lo
6el
6e llonl x O.?,t
No. { lex Co /cslcr^lt e/e3
Ga I > .t.S..r 0 ql
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Co2oc, L7 2c' b7
rlt
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it !? tt --..* f:a l.t3" x'
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zc 6?3 6ql
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a douo
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a
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e
TANK SPECIFICATIONS:
SEGMENI: I' x 15' x Zth FT. HIGH INLET & OUTLEI:
CAPACITY: 1963 GALLONS PER 21h Fr. PEFI REOUIREMENTS
SEGMENT. MAXTMUM 4 SEGMENTS HtcH. 4" BORE WITH SrOP FOR TreEAL
RaNFoRCEuEMT: GASKET oR EcluAL
S1DEWALIS - fl3" REBAR AND 6 x 6/tO GAL INLET & OUTLET BAFFLES:
wlRE MESH '\) rrLnrr rulr" v A't\' \r^r F/c'MEETS wl- D.!-LH-R. AND MN. M'P'CA
COVER AND BA.SE . 5719" REBAR SPEOHC{NONS
D*tENSlOltS: INLET, OUTLET & OPENINC'S PROVIDED
WAt LS - Zlh" LENGTH - 16' PER REOUIRETEI'{TS'
BOTTOM - 6" WtErrH - 8' uot lD cAPAclTt 6545 GAUINCH
CCA/ER - 6" BELOfl INLET - VARIES tOCKDOyvN COI/ERS AvAll-ABLE
HEIGHT . VARIES MANHOLE . 24" I.D.
VARTOUS USES: SEffiC TANK, HOLDING TANK MANURE PfT, RECEP'flON PfI, C|SfERN AND
UNDERGROUND VAULT
SECTIONAL TANK llllE$ER E,,ETETE
Rt.2 (Hy '10) Maiden Rock, Wl 54750-(715)647'2311
,
o
I
I
I
I
/
\/
@
\/\/
TANK SPECIFICATIONS
CAPACITY: 1250 GALLONS
CONCRETE STBENGTH: 5OOO PSI
REIN FORCEMENT:
COVER . #4 REBAR
TANK - 6 x 6/10 GA. WIRE MESH
DIMENSIONS:
WALL: zlh" LENGTH: 103"
BOTTOM: 3" WIDTH: 86"
COVER: 4" BELOW INLET: 53"
HEIGHT: 72" MANHOLE: 24" l.D.
INLET AND OUTLET:
4" BORE WITH STOP FOR TYSEAL OR
FERNCO GASKET
INLET AND OUTLET BAFFLES:
P,V.C. 'MEETS WI. D.I.L.H.R. AND
MN. M.P.C.A. SPECIFICATIONS
LIOUID CAPACITY: 26.67 GAUINCH
HOLDING TANK:
OUTLET HOLE PLUGGED
FLOOR: #4 REBAR
5" THICK
LOCKDOWN COVERS AVAILABLE
ACTUAL CAPACITY: 1294 GALLONS
WEIGHT: 8,300 LBS.
MODEL WLP.1250
1250 Gallon Low Profile
SEPTIC TANK/HOLDING TANK llllE$ER E,,ERETE
Rt.2 (Hy 10) Marden Rock. Wl 54750-(715)647.2311
' ::.'1 ','i;.
.o ao
'I
:
WHRE crndWHRE-DS
wunE-Ds
lTI EE WIINE SEPIES PUMPS A.RE DESIGNED FOP USE INI LIGET COMMEPCI.AL AI{D RESIDENTI.AL EFELI'ENT
PUMPING AIPLICATTONS. WHRE pumps will poss 3/c-rnch
solids. Recessed vortex impeller provrdes on
unobstructed possqge in the volute cqse which ollows
these pumps to hqndle stnngy trosh ond slurnes without
plugging the impeller. The vortex impeller olso greotly
extends the pump beoring Iile. For more inlormqtion,
coll your Myers distnbutor, or the Myers Ohro soles otlice
at 419/289-1144.
t/0" Solids Hondling Effluent Rrmps,
Single qnd Double Seol
ADVANTAGES BY DESIGN
DUNABLE MOTOR.
r Oil-lilled for cooler operotion qnd constqnt
beonng lubncotion.I Single phose PSC motors hcnre no storting
switch to (orl.
I Recessed impeller reduces rcrdiol beonng
Ioqds, increqses beonng lile.I Recessed vortex rmpeller posses s/r" solids.r Impeller operotes completeiy out of volute
possoge.
SINGLE ON DOUBLE.TA}IDEM MECIIA}IICAI
SEAI CONTIGT'&ITIONS.
PRODUCT CAPABILITIES
sewsge ettluent ond
cleqr drqtn wqler
60'c
Electncql '/z HP. tl5V, 1O,60 Hz, PSC
'/2. l. 2 HP. 230V, l@. 60 Hz. PSC
208/230/ 460/575V. 3@. 60 Hz
Acceptoble pH Ronge 6-9
508mm
76.2mm
WHERE TNNOUATION MEETS TRADMON
80 gpm 302.8lpmCqpocilles To
Heods To t06 tt 32.3 m
Sollds Hondltng Copocily (dio ) | r/. rr.19 lmm
Uqurds Hondling
lntarmlttent Uquid Tamp.up ro 140'F
Molor '/2, l. ond 2 HP.3450 rpm
9-1. ISpectlic Grctaly
2
3
ln
in.
Dischorge, NPT
(Optlonol)
24 rn
30 rn.
609 6 mm
762 mm
Minirnurn Sump Dio. (Simplex)
( Duplex)
Co Bstnrctloo l{crlc rlql r
Motor Housrng csst iron
Volute Cqse cost iron
lmpeller bronza. vortex
Power Cord Single Seol
l6/3.20 fi . to
t6/4. t5 n .3Ouow/uowA
Double Seol
t4/4. t5 n. LO
t4/3, 20 n. to L/D
1614, 15 fi.. 3O L/D
Mechonrcql Seol
(Optionol)
srngle type l, corbon ond cerqmrc
cr
doubte tqndem. corbon ond cerqmtc
Rrmp Shoti ond
Molor Sholt
4I6 SST
Myers'
WEnl
@
@
I\
VUIIRE ctndWHRE-DS
3/r- Solids Hondltng EffIuent Rrmps,
Single ond Double Seol
sE?AIrru crlAcrtot
EOI'SINC
Psrmits cqpccttor
replocamgnl (slngle
phqso only) withoul
dlsmdntllng moto!.
IIOTOT EOT'IIING
Cdsl lronj prelsod-ln stotor
lor bosl hodl trqnslgr dnd
qllgnmenl.
DIMENSIONS
-nI.
I_ ala a*._ :
ir0
r@
to
i-r
,i
.-+ ah
tL
I
tar
IM
uol0Pr/r, I qnd 2 HP. Stngle or
lhr€e phqse. 60 Hz. 3450
rpm. Oll cooled dnd
lubltcqled. Permqnenl
splll cqpqcilor
voLuTE ctsE
Cdll iron wtth lupport
legs. Pqls€s r/.' soltd!.
OlrlONAL SBAL I.EAI
IDOIE (slnglo ptroso only)
Dgl€cts vqler tn 5€dl
hoBlng. oclhrqles r.d
Itghl ln contrcl pdnel.
? l?l
ah
rr t['lll/l!,l|lL
WBDE
PERFORMN.TCE CT'RIIE
?tttIEUNGS
Suppo ralo!, tqle rqdlql
dnd lhrllsl lodd!.
ay.
r[Btl-Ds (
II.EEI.LEI
Recesled complelelY out
ol volule possoge.
CAPACITY-UTIBt PIN IlttUTI
at ,l rr. rt2 rs t2! 2!a att x2
r020!.o![lor0ao$
caP crtY-G^ltoxt Pti xrnuTl
!o.0
{.0
zr.o
V'EDI
t-Uo
3ruo
Icoio9.
30
2an
!
rl,o
r5.0
!2.0
l.o
ln
3.0
c
r2
o
r
o
sEAFr SErqS)
Corbon dnd crtqm.lc licce6.
Socond to(rl 9xlgnd! motor
Ulo.
20
t0
o
E E MysG" A P.ntair Comp.,ryll0l MysG Parrxray
Ashland. Ohio 44805-1 923
419/289-ll,ra
FAx: 419/289-8658. TL* 98-7,143
T
I
'1
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Wisconsin Department of lndustry,l-aMre:rd Human Relations.tivision of Safety & Buildings
SOIL AND SITE EVALUATION REPORT
in accord with ILHR 83.05, Wis. Adm. Code
Page 1 of 4
Attach complete site plan on paper not less than 8 112x11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and"/" of slope, scale or
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION
COUNTY
St. Croix
PARCEL I.D. #
REVIEWED BY DATE
L)n rln" [)n,, \^\,,
PROPERTY OWNER:
Norflex fnc.
PROPERry LOCATION
GOW. LOT}TE 1/4 NIJ
,*r \./rr"
1t4,5 ?.3 T 29, ,\!.19 ft{or)W
PRO
L2
IPERTY OWNER,:S MAILING ADDRESS
200 Goodview Ave. N.
LOTnl
a,t
a
BLOCK #
n/a
SUBO. NAME OR CSM # LU I A= ,5nla 5r1 e5t'1\ t0/,111Y
CITY. STATE ZIP CODE PHONE NUMBERtr{lrite Fear Lake, }ftT. 55110 ( 6L7. 426-1001 DcrrY EVTLLAGE filrOWN
Hud son
NEAREST ROAD
Sit. Hy. lt12
p[ New Construction Use [ ] Residential/ Number of bedrooms t ] Addition to existing building
[ ] Replacement tx ] Public or commercial describe mf.q. 100 ernployees & 4 loor drains
Code defived daily flow 2200 gpd Recommended design loading rate . 7 bed, gpdft2-J3-rench, gpd/tt2
Absorylion area rEuired 3143 5gd, fC 2750 gsndl, fi2 lihximum design toading rare . 7 bed, gpor€--:9-rench, gpdlft2
Reco m mended infi ltrati on su rface el evation(s )97 .L0 (as refened to site plan benchmark)ft
Additional design / site considerations n/a
Parent material outwash Flood plain elevation, if applicable nla ft
S = Suitable for system
U = Unsuitable foi system
CONVENTIONALE}6 tru MOUNDtr6 tru
IN.GROUND PRESSUREE}6 DU
AT-GRADEE}6 tru
SYSTEM IN FILLNS fiIU
HOLOING TANKtrS fiIU
SOIL DESCRIPTION REPORT
Boring #
Ground
elev.
gg_)_-90_ ft.
Depth to
limiting
factor
>120"
Remarks:
Horizon Depth
in.
Dominant Color
Munsell
MotUes
Qu. Sz. Cont. Color
Texture Structure
Gr. Sz. Sh
Consistence Budary Roots G P D/ftz
Bed Trerrft
1 0-11 L0yr2/2 none f,.2ln/shk mfr cls ZIf 5 6
a LL-26 LOyrt+ /4 none sicl Llt I sbk mfr E/tt Llf 2 3
3 26-34 LW4l4 none scl-L /f I sbl'.mfr e/w Llf 2 3
4 34-LZ ) tOyr4l6 none S 0/sg m1 nla n/a 7 B
Boring #
Ground
elev.
1gg-3pft.
Depth to
limiting
factor
>120"
mfr cls zlf 5 610-10 LOyrZ I Z none L 2lnlshk
sicl L lt /sbk mfr 8/tt Llf 2 32LO_ZI LOyr5 / 4 none
TW>L/tx'4 5f?d 7 .5yr4l6 sc1 ? lnlshk ^fr^d,3 zt-?,9 LOyr4 I 4
KA i
7 B1s0/sg ,,@)-5#29-4L 7 .5yx4l4 none
V REr ilrwa "/Y-\,B4L-7?,(LOyr4 I 6 none S o/sg I5
29131 3I
715-2,46-8ts0nName:-Please Print L. SteelGa L.ai,
.)
I
1
I?trtrINZON
CST NumberDateSignature:
Remarks
t.
PROPEFfl OWNER
PARCEL I.D.I
llorfl ex fnc.SOIL DESCRIPTION REPORT Pme 2 ot L
Boring #
Ground
elet/.
10_L,Z0t.
Depft to
limitirE
lachr>120"_
Horizon Depth
in.
Dominant Color
Munsell
Moues
Qu. Sz. Cont Color
Texfure Structure
Gr. Sz. Sh.Consistence Bqrday Roots G PD/ft2
Bed Tr€rfr
1 o-13 L0yr3/3 none L 2lnlsbk mfr c/s 2/f 5 6
,t3-21 1qyr313 none sicl 2.lnlsbk-mfr glw rlt 4 5
3 2t-30 loyr4l4 none sc1 2lrrr.lsbk mfr 8lw rlf 4 5
4 30-36 7.5yt4/4 none sl.2lnlsbk mfr ght nla 5 6
5 36-L2l) 7.5yr4/6 none s 0/sg rn1 na/r,la 7 i.8
Remarks
Boring #
Ground
elev.101.00 tr
D€ph h
limiting
hchr...)110'
1-)-10 rw2.l2 none L 2lnls}:,k mfr cls zlf 5 i.6
2 LO-24 LW3l3 none sicl 2lnlsbk mfr E/t't llf 4 i.5
3 ?.4-33 tw4l4 none sc1 ?.lnlshk mfr e,lv rlt 4 5
4 33-41 7.5yr518 none c o/sg m1 Elw ra/7 o
5 41-90 10|yr416 none S 0/sg m1 Eltt n/a 7 i.8
6 90-11-(t lOyr4l6 none Co. S 0/sg nt1 n/a a 7 o
Bemarks:
Boring #
Gound
elar.
101-.10 tt.
Depfi h
limitng
facb.
>110'
1 o-17 tw?.12 none L 2lnlshk nfr c/s 2/t 5 :.6
2 t7-35 tw4/4 none scil 2lnlsbk mf-r Elw uf 4 5
3 35-42 7.5yr414 none 1s 0/s-e m1 p-lv nla 7 B
4 42-Lt(t rw5l4 none S 0/sg m1 nla nal 7 :.8
Boring #
Ground
elg/.
101.10 n.
Deph b
limiling
tacb(
>L00"
Remarks
1 0-18 twzl2 none L 2/nlshk nfr slw ?./f 5 6
,1-8-40 Lot"r4l4 none sicl 2lnlsbk nfr clw tlf 4 i.5
J 40-48 7.5yr414 none ls,0/sg rvfr El'tt rrBl 7 i.8
4 48-10(I tw4l4 none s o/sg ml a ta/7 8
Remarks:
s8D-8330(R.0542)
OI3 4W'rsconsin Dopart Ent ol lndusty,
l.lbor i.d Human R.latiorE
,;,iv[rion of Saloty & Bdldngs
SOIL AND SITE EVALUATION REPOBT
in accord with ILHR 83.05, Wls. Adm. Code
Page
PROPERTY Otrl/NER:
Norflex Inc.
PROPERTY O/I/NER':S MAILING A00RESS
1221T) Goodview Ave. II/
CITY. STATE ZIP CODE PHONE NUMBERIitri'te Bear l^ake, llN. 55L10 t6lA 426-L$L
St. Croix
I
PROPERTY LOCATION
GOW. LOT llE l.t4'llll 1t4523 r29 ,N,R L9 d (or)W
a
BLOCK 'nla SUBD. NAME OR CSM Inla
N
Altach complste sit€ plan on peper not loss than I l/2 x 1 l inchos in siz6. Plan musl include, but
mt limitod to vsrtical and horizontal reler€nco poinl (BM), diroction and % of slope, scals or
dimengioned, north arrow, and location ard distanco to nearsst road.
APPTICANT INFO RIIATIO N-PTEASE PRII,IT ATt I1{FORIIATIOlI
ld.Nav Consfucton
I I Replacement
UsellR6idential/Numbe'olbedrmms-[lAddiliontoexistingbuilding
ftd Public or commsrcial mf & 4 floor drains
Code d€riv€d daily flow 22co gN Becomrnended des0n loadirE raE . 7 bed, gpdilP!9-re0ch, gpdrlp
Absorptlon trea rEuired 3143 w,# 2750 tf,r|dr',tP I aimum design toading rab .7 bed, gpdIP-lq--rench, gpdfP
Becomrnended hfltration su&ce elevatbn(s) q7.1O lt (as refered b siE plan bsndrmaft)
Additboal deiign / siE consideratlons n I e
. 100
Parentmderial outwash Flood phin elevation, if applicable nal ft
S =Suih ehsnHn
U = UrBuihble bi svsbm
mtwB,ITIo ALETS trU
IN€Rq,ND PRESSUREE[3 OU
ATGRADE
EKS trU
SYSTE,I II{ FILTtrS EilJ
llotoll'lc T l[(trS fiUMOUNO5[S OU
SOIL DESCRIPTION REPORT
Boring #
Ground
ele\r.
101 .10 It
D€ph b
limiting
hcbr
>r20"
Horizon Depth
tn
Dominant Color
Munsell
Moffi€s
Qu. &. Cort Color
Structure
Gr. Sz. Sh.
Consisbnce BqrEyTexture RooB GPD/ftZ
B€d ffiErrh
1 o-15 lbrzl2 none L.2lnlsbk nfr .s-l\t 2lt .5 .6
2 15-32 Lo'rAI4 none s1.2lnlshk rnfr r,lw rlt 5 !6
3 32-42 rw4/4 none sicl
42-t tw4t4 none co. s.
?./nlsbk mfr glv
n1 nal
Llf .4
nal .7
5
4 0/sg 8
Boring #
Gmund
dev.
10L .15,r.
Deptr b
limiting
hc,!or>t20:_
1 o-t2 twzl2 none
7 L2-20 L0|gr4/4 none
L.Z/n/sbk mfr cls
mfr Elw
nfr slw
m1 glw
m1 r:e'l
2lf .5 6
sicl 2/n/shk rlf .4 5
3 20-3L tw5l4 none sil.;2lnlsbk rlf 5 .6
4 31-38 7.5yx414
tw4t4
none Is.Olse nal .7 i.B
,38-t 2C none s.0/sg nla 7 I
Gary L. Steel 7$!Vlh-6zooCST Nemo:-Ptsase Pint
155f/'D( )rh - Ava-, t6}w Pi.tm6nd IJT, 5AOl 7
qddr6ss:
CST Numb€r:
cstm 22987-8-93
PROPERTYOIVNEB- SOIL DESCRIPTION BEPOFT
PABCEL I.D.
Boring #
n
Ground
elev
It.
Deph to
limiting
tachr
Paoe of
Horizon Oepth
tn
Dominant Color
Munsell
tuto es
Ou. Sz. Con! Color
Texture Structure
Gr. Sz. Sh
Consistgnce Bdrday Roots GPD/ttz
Bed lTErdr
Remarks
Boring #
Grourd
elev
ft.
Deph to
limiting
lachr
ffiffi
Boring #
Remarks:
Remarks:
elev
Ground
fr
Deph b
limiling
facb.
Boring #
Ground
elev.
_ ft.
Deph h
limiting
lachr
Remarks:
sBD-8330m.05tr2)
:
-
STEEL'S SOIL SERVICE 1 554 2OOth - Arre
Gary L. Steel
c.s.T. 2298
MPRSW-3254
Norfl.ex fnc.ffiirre
New Richmond, Wl 54017
(715) 246-6200
t
area less than 1'
tor^m of Hudsonpage 4 0f 4 v1 e-
\r 0
JU
1"= 40' or as dimentioned
bm= top of 1" steel pipe at
el. tOO' w I marker pipe
alt. bm= top of nr.r survey
stake of outlot at
e1 101. t5'
r-oL aL ' 0
el. difference rvithin r
100' of all sicles of b' t
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7 -8-93
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1.)THE INSTALLATION OF ALL EXTEzuOR SEWAGE SYSTEM
COMPONENTS SHALL BE IN COMPLIANCE WITH D.L.H.R. 83
REQUIREMENTS.
PROVIDE TWO MEYERS WHRE5 tl2 h.p. SEWAGE EFFLUENT PUMPS
INSTALLED TN THE PUMPING CHAMBER. PROVIDE A DUPLEX
CONTROLLER WITH TWO OPERATING FLOAT SWITCHES SET AT
ELEVATIONS GIVEN BELOW. PROVIDE HIGH WATER ALARM FLOAT
SWITCH AND ALARM PANEL WITH FLOAT SWITCH IDENTIFIED
BELOW.
FLOAT SWITCH ELEVATIONS:
PUMP OFF I2 INCHES ABOVE THE BASE OF THE
PUMPING CHAMBER.
2.)
PUMP ON
HIGH WATER ALARM
38 TNCHES ABOVE THE BASE OF THE
PUMPING CHAMBER.
+o
Y(INCHES ABOVE THE BASE OF THE
PUMPTNG CHAMBER.
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EXTERIOR SEWAGE NOTES:
Eda