HomeMy WebLinkAbout038-1021-30-050 (2)
s::ain:airuepartmemIf :.n norv::r PRIVATE SEWAGE SYSTEM Cou r; St. Croix
5:1111, I,d bu.I CmA
INSPECTION REPORT 3ani""'''""
;ATTACI I TO PFRIAI I; 607079
GENERAL INFORMATION =gate PIa I[
Pemc': -lonr 'it Yr vc• .arse n , be used I:n lary :.urF es''-vas _a,. L. CG '.liinii;
1'ermrt-Ildar.. N:nm CI, ':Alga- lox'^.s-lp "amel-a. NC
Allen and Cynthia Campeau TOWN OF STAR PRAIRIE 038-1021-30-050
:SI BN c a: 1- 7`11 Elr-a Brd Dn::::upLO ecWn'-van:Rannr Nsy fla
/ CO o ~e M 6p- 04.31.18.89
TANK INFORMATION ELEVATION DATA
S
TY:~= IoV:N..FA;: IUK;. K CAPACITY ST10IDC RS III F--LF'•:'
:n
Septic ~W DenCnmark
YY[~J II /
posing Alt. RA•F~~.N Co .S /OL, 3
Aerator) Bldg. Sewer
G•$ 0S. co
,oiding Sul It Islet
. 5 /oZ. 3
TANK SETBACK INFORMATION I{'
TANK F;L Vfi- BJG '+'arn A- 1,L.he ROAD of Intel
e6ik-
Septic / DI BOllom -
Iinsing ^eader; :rac ~•p4 9 9 'C1,
IAeratua, Uist. Piae ` Q•' ~n . 1 9C 1• 9
Holdmq ~ Dct. Sy+terr' /
e
PUMP/SIPHON INFORMATION
Manufacture; Demand 51 Cove /I f O •fj /a` . i
GPAf ~ •M.l,
Modal Number r 7 CO , O
/G 1
TDH it I nclwn Loss SYS;er. H::ao I L' P I
G ~1Q. Z
(brCemarn :hsl Ic swell
a ~ 4.3
SOIL ABSORPTION SYSTEM P. E . I lS' /-df /lSS,
BEUrTRENCH 4aA:n Li,**;) _ (•1 - PIT DIMENSIONS I'r 1"w::r _~awd DaF:h
DIMENSIONS 3 VZ ✓ rf I I P+^G. '
SETBACK SYST[f: T::; P:L DLG3 WFI I I_=.KL:STR ccm I CACHING IJ::u-y:urer
INFORMATION CIIAMBER OR
Tvnr• JI zyzlen1 11 / L/ LINII Mode Nucr; ` I~
DISTRIBUTION SYSTEM Tv. / /sjr.~/ s
W :u hr 1 rake
1-de
GJes•2- E
1 e atn_ Spacln\ _
tent
SOIL COVER z Pressure Systems Only xx Mound Or At-Grade Systems Only
-,.r osnr , o-candr;:.:r.:-_ ,:.r ov,netl
besT,,- f, Beal Irnm:n l d9es ` -:q,-+ml Ne as Nc
COMMENTS: ilncwoe ;:oac alscrepences. persons prasenl. ov, irrg"::lion ut. 1 t Inspe° Ka,
Location. 7>7'&2:31; t(1U~-~1 7 5~ r^4''~D
rat RM d grhon = G LO~ d y~
apocin war l length=
amount Of arvcl = /
7 S Ow
°.rn lrvision Required Yes. NC L p
Levu olne• side. for additianal mtofmaoor J t I ` - - _
Gatc Ins:pPp's rynaWre .:en Nc
S.'qtv-,~~~~ - ale
Counrv<-
Safety anc Btuldi ,s UivlsKi•t
< 0 $ t r) b Y ! i .201 VV Washington Ave P ) Finn 7152 Sarumro Feimn Tiumbc im be filial m by CO.)
n
IJadis.~n,VJI 143'07 -7152
r r y
I` Stzac mo.a,xion ~u,n'na
Samtwr Permit pplicatior,
C'( ~L
U a '.'nz ut.t S 8Jt r v !>_t.t l u 1 r u r I .ins icm .c the app N•= -
r r .gwreJ 1 ~ r t L.itu .arras x[msl Vu e.: q.; ~ nu 1Jrm> fa s2a:e..wtxd a tN TS arc wbniizeA to ?r,)ecrndisss tG oiC2_.e t 1hae :oaUme address)
c 7cparnncG it r Pr,C -i n 1 yr r Pu : r al rrtoroatioa y r:oetdc ma- Sc us-cl ;ur sc.;nnda'v I
rrgses tas ata.m cwi m tic ynav:Y ley s!ia ram ,CS. i9 i z 311
1..lpthcat on Information Please Print All lorot matin
P-_,pe;tr U.s+.rt \r L Pa:c: n
"o~.__ i 7
Q.w"L'it_✓~!!~~
rnpeny Dwo•r'o 41ui1ny. Address 0 r PrcpeRy I.o::uiuo
II> SIXC r, r uxic Fbore Vmnbm ~..~C(..A/ SxUOo
/ 7 ucle p .
It. Type of Building (check all tbat upph) ~S I -'m
~~I ISubd sioo Nume
1~C'' Cr^.F ^:dv lhve ns tdr mi¢r at Cum,.•
X I G~ Block=
'i ~ I \L°.tC l1y,Y1:4 - CXSCr11K t.Se _ NSt Ci ~ -L~ ~ SL~
3 Ca.11~_ _U- 15x15 a-/5 unq..•Y~OeCS
111. Type of Permit: WbeckuulY line t Complete lint B ifapphenble)
s) an c,,tcucrr 1}~?era I I rca_ura -i ,d.nY. I :v:k R , hcaucn:aJy L CM \gpitlt:avtm to fimtiung Svs1~n (atplau4
- - 9DDa ( 7~5
lssucd
r,- w lew i' is t:wn'oer and Dare
B~ e`Puarc tnCn xpR.reanteiuon at ! r. hm Chz.;< rd olmn •=r ~ nr ^rnt.t TrarR2r t Sc» _
B 'Cn1it Ov-r 4
R' SylsrntPtl em.'Compooent Uesice rCbeek all tbat aPDlyf
?•rc:. r i ur. n vaaG Ptcv.Lr.Z,J la lmr n 1 I At 11.j& E !s:uvmJ _ of m. of swtab e ou J ,Mount < N m > > r ank so..
I J a 1'u au6 Ta Jts7-:Saz C aP n-n icxpln.r r _ _ IJ Hn...c:nen: (JCVr:c ezPl:un, - _ (~4
Ihsprrwl I reatmcot Areal Info
rmanuu _ oo
I ley.. , ou
xarlnFlw ph11 Cksti<zs,uJ ~.ppU +u.n rta.ctJs ri~{xnal Arrr !:cluuWr ) Duxr..a; Area F: pnscc ,vsrrm
M1fm~fac+urn
N L Tank Win C:nl arty ir Totvi # of
~li~as calluav Unit; L / _
II 1:w.tmks =>:>w~: ;a_~ I V it Ir-_ c~ i " ° m _
VII. Responsibility $tatem t L thr undemiP.ne_d u c rmpousildlity for installation of the PORTS shown on the attached plena _ _
)
Pluiobcr,s Na,oc iPrmti P: ,ien:su:e M1iP.lviPf:S Votater Btcsmess Ft Nmober
SA Ox... vic^i nv
VW. County Depamment I'u Only
J r 1Jr'tpl .7~~ - - c'cmin Fm I r) Issaed 'ssu. " Ayan S r
PP:r S 1
ftCondm sous ((or Dia.a pproval
- 1/1:k, fMwU6fk Ib^ k'1~1 Q` 51 a( 10-t.~ Cate -
4h4W, r cell L at all M s~ ! t,n 4t~4S!(, J /
1i permw 3gs"Wit pkn p"o Dowel by plwnix:. ~
2• All me)w It mtg-ilw: ms mpA W ire r:h.'ll.1
rpK }~lplbl](rYSiitrtf.~ll'Y•!.i t'.(1.~~"..!-i~• /.r
r: c 11(~~rLe. io sre t /
- - aitaci w amptrn bum fcr the .ravu eua wUnun/the tnuoa oo)Y Oa W pm an: Iccr rW C it
f¢.~ ~00 I O r GOJ'~l. 6 ratfi~cl
SRD~39S ,A I1+111
SJ ~V"5 r'J' J'JL QikN' t4-'A YlouS~
Systemi I'l-OT PLAN
PROJECT AI Camoea i ADDREss 2311 ' 009* SL Nev, Richmond W 54o'.
SW I ; 4 SW 1 l4 s 4 T 3- R 18 kr rowx Sm- P-airie Cot NTY Sr, CRCD;
SYS'r EM ELEVATION 98.;!95.019 4.5' below q: a;xr 4;:~<1I 3
D:1'rr: KP;IIROOM
CONYrvi-TONAL }3p; CONVENTIONAL IJI-I HOLDING TANK
MOUND S 1000 aahons 1.11`t 1 ANK SIZr: DOSE. TANK SIZE
I'TIC 'LANK SIZE
HOLDING 'TANK SIZE LOAD RATE .5 %B'-ORPHO\ ARLN 933 h or chambers45
BENCHMARK Y.R.P. Bottor., of Shed sidinC7 A SIiN4 F. ELECn I'IOA IIIfP ,
Filter Lifc ime Filter
❑BORI.HOI:E 0M-.LL. -H.R.P. same 2S benchr"tar,
f'ro~ier~~ Line
Scale 1s 1 = 40'
unless otherwise ISO'
noted
lol 103'
B ' Vens
101(* Slope
I5'
(_iarae:
B-,
i
B.~
B-I
Vent
>6„ Quick4 S;andarc' -10'
of Cove; Leachtnt; Chaunhcr 100'
~N ith 220.0 1122 of Alva s l
5.6ft^3;pair of end caps
4' Long
,.I Grade a: Sv t:m Flevatron DW
cs'
ST
(I'
St
~Ven
All piping shay. lx ASTM SDR 3(1.134. within _ L.xistin~
10' of tank. piping shall be AS TM F891 13; droosr H:~cse
- 1O(Jth S1
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 4/25/19
Owner:Al Campeau
Location: SW1/4 SW1/4 S4 T31 N,R18W 2311 100th St. Star Prairie
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-6. Maintanceand Contigency Plan
7. Filter Cross _ con
I,
Signature, _
License number #226900
System PLOT' PLAN
I'RoJI?CT AI Camoeau ADDRESS 2311 100th St. New Richmond Wi 54017
SW 114 SW 1/4S 4 /'1 31 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX
SYSTEM EI.b:VAT10N 98.7198.01*97.3 4.5' below grade 4i?,IA 9 3
1•: BEDROOM CONYENTIO.NAL XXX C•ONVE4110NAl. LIP'f IIOLUING TANK
MOUND SEPTIC TANK SUE 1000 gallons LIE7• TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE. LOAD 10TI" .5 :VSSOI(ON AREA 933 # of ehambcn45
B6:N('IIVI IRK Y.R.P. Bottom of shed Siding -
AssUYrn, I•:Lb:vA'ftuN uso' Filter Lifetime Filter I
❑BOREHOLE O WELL *11.R.P. same as benchmark
Property Linc
Scale is F = 40'
unless otherwise 80'
noted
101• 103'
B-2 Vents 3
30
101'; Slope
15•
( iaragc
B-3
30
75' B I
Vent 60'
>6- Quick4 Standard 40
of Cover Leachina Chamber 100'
with 20.0 112 of Area ST
5.61`1^2/pair of end caps
4• Long 12
Gradc al System Llcvalion
i 1 D\V s
l
S' I'
50'
30'
Well
All piping Shall be AS TM SDR 30/34. within _ C xiuin° 3
10' of tank, piping shall be ASTNT F891 Bedroom House
` 100th St
Cross Section of Quick 4 Standard Leaching Chamber
Typical cross section for 2 of 3 cells
Quick 4 Standard
Leaching Chamber with
20.0 112 of Area per
Chamber 5.6ft^2 pair of end plates To be >1' above grade
/ Finish grade elevation
Typical Installation P 103.0'
Acn,
v4111 Grade Vent
X30/34 Septic Tank 4
5' 4' 1 Grade at System Elevation
4" Grade at System Elevation 3.1
Spacing 5'
3-3' X 62' Cells
Observation tube/Vent
Same on other end To be located on end of Cells
15 chambers per cell
A
B
System elevations: C
A 98.7'
B-98.0'
C-97.3'
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATIGN FORM
Owner/Buyer
Mailing Address
Property Address _ 2 31 1~ k ,
(Verifloation required io-m Planning & 7onmg Department for new construction.)
City/State Parcel Identification Nur7ber L~
LEGAL DESCRIPTION /
Property Locatiory~ `,J %a , Sec. T ;~71 N R-L ~ W, Town of-~l'( e
Subdivision Lot #
Certified Survey Map # _ _ _ , Voltmte Page # ,
~-7
Warranty Deed # -T---z- 6I? ) d ? , Volume Page #
Spec house Yes G Lot lines identifiable V no
SYSTEM MAMENANCE AND OWNER CERTIFICATION
Improper use and Mamr..,,lneC of your septic system could result in its premature f dlure to handle wastes. Proper
mainLenaucc consists of pumping out the septic tank every three years or sooner, ii needed, by a licensed
pumper. What you put into
the system can affect the function of the septic tank as a treatment stage in the wasp; disposal system Owner maintenance
responsibilities are specified in §Colmm 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & 7.on mg Department a certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site
wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 1/3 full of sludge.
Uwe, the undersigswd have read the above reyuiremants and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin.
Certification stating that your septic system has been maintained must be completGl and returned to the St. Croix County Planning &
Zoning Department within 30 days of the three year expiration date.
Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe amlare the owner(s) of the
property described above, by virtue: of a w~ftanty deed recorded m Register of Deeds Office.
Numb r 700rus
C ATTIRE OF APPLICAI\"I (S) DATE
`"Any infm imation that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department,
Include with this application a recorded warranty deed ttom the Register of Deeds Ci ice and a copy of the certified survey map if
reference is ntadc in the warranty deed.
(KIEV. 0"5)
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page,_ of_
FILE INFORMATION
Owner / SYSTEM SPECIFICATIONS
Permit# lac`-~~ - Septic .ark Capaaty 9
❑ NA
_ _
Septic Tank Manufacturer U NA
;DESIGN PARAMETERS Effluent Filter Manufacturer 11 U NA
Number of Bedrooms -D NA
Effluent Filter Model D NA
Number of Public Facility Units j >Z -
- -NA Pump Tank Capedty
❑ NA
estimated flow (average) - - al
_ Je?~ gaUday Pump Tank Manufacturer NA
Dnsign now (peak), (Estimated . 1.5) - - -
J _ 9_2Uday Pump Manufacturer NA
Soil Application Rate c= -
' galida /ft` Pump Model NA
Standard I Niuent/Effluent Quality , Monthly average` Pretreatment Una NA
Fats, Oil & Grease (FOG) 530 mq/L ❑ Sand/Gravel Fitter ❑ Peat Fitter
Biochemical Oxygen Demand (BODO 5220 mg/1 L: NA C1 Mechanical Aeration D Wetland
Total Suspended Solids (-SS) <_15o mg/_ C Disinfection D Other
Pretreated Effluent Quality Monthly average Dispersal Cell(s) -
Biochemical Oxygen Demand (BOD,) 530 mglL, 'n-Ground (gravity) ❑ In-Ground
1 otal Suspended Solids (TSS) _30 m /L r (Pressured)
9 ~ ,J At-Grade U Mound
Fecal Cclifonn (geometric mean) j s10` cftill0oml ❑ Drip-Line ❑ Other:
Maximum Effluent Particle S;ze n NA Other: _ -
.b in die.
'aver - - - ~ n NA
A Other
0 NA
'Values typical for domestic wastewater and septic tar* effluent Otne;:
❑ NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tank(s) At least once every: U month(s)
ea s (Maximum 3 years) ❑ NA
'sump out contents of tanks - - - _Y-2Z_ .
When combines sludge and scum equals one-third of tank volume ❑ NA
Inspect dispersal cell(s) At least once every: O month(s)" -
- - - J3-yealgs) (Maximum 3 years) D NA
,:,lean effluent filter At least once every : ❑ cnth(s) -
oar(s) ONA
nspect pump, pump controls & alarm - At ;east ones every: D myear(s) oh s) NA
!=lush laterals and pressure test At least once every: C month(s) -
ether- D year(s) NA
At ;east once every: El month(s)
- _ - ❑ - NA
iXhec year(s) - NA.
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells sl be made by an individual carrying one of the allowing licenses or certifications: Master
Plumber; Master Plumber Restricted Sewer: POWf S Inspector. POWTS Maintainer. Septago Servicing Operator. Tank inspections must
include a visual inspection of the tank(s) to identify any missing or broken hardwaie, identify any cracks or leaks, measure the volume of
combined sludge and scum and to check for any back up or poraing of effluent on the ground surface. The dispersal cell(s) shaA re
visually inspected to check the effluent levels in the observation pipes and to cneck for any pending of effluent on the ground surface.
The pending of effluent on the ground sudaoe may indicate a failing condition and requires the immediate notification of the local
,egulatory authority.
Nhen the combined accumulation of sludge and scum in any tank equals one-third or more of the tank volume, the entire contents of
the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wiscon&rt
Administrative Code.
IJI other services, including but not limited to the serviang of effluent filters, mechanical or pressurized components, pretreatment units.
i3nd any servicing at intervals of <_12 months, shal' be pe lormed by a certified P OVVTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 nays of completion of any service event.
Page of
START UP AND OPERATION acts or other chemicals ttrst
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of pat ti qtr have 0* mi~ of the
may impede the treatment process and/or damage the dispersal cell(s). If high concentrations cont
tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may fit above normal highwater levels. When power is restored the excess wastewater Will be
discharged to the dispersal cep(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent.
To avoid this situation have the contents of the pump tank reproved by a Septege Servicing Operator prior to restoring power to the
effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels
within the pump tank.
Do not drive or park Vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area vrrthln
15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS'
antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss: diapers; disinfectants; fat foundation drain
(sump pump) water: fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products;
pesticides; sanitary napkins; tampons; and water softener tine.
ABANDONMENT
When the POWTS tails and/or is permanentty taken out of service the following steps shall be taken to insure that the system is propelry
and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shag be excavated and removed or their covers removed and the void space filed with soil,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code cwnplsnt
replacement system:
❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systelm.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by requ6led
setbacks from existing and proposed structure, lot limes and wells. Failure to protect the replacement area will result in the neled
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must con" with the rulett in
effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Baring advances in POWTS technology a
holding tank may be installed as a last resort to replace the failed POWTS.
The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation
must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be Installed) as
a last resort to replace the failed POWTS.
❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative
surface. Reconstructions of such systems must complywith the rules in effect at dad time.
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name Fphorn
Phone /j<j 1 -
SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY
Name ~~i _ r✓ Name 7~
Phone - - - c phone ] /I - V
Phone F
43 This document was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d>&(f) and 30.54(t), (2) & (3), Wisconsin Administrative Code.
~ r.
. ti
eymm
(art= ' ' i
6
f
_L
P J
I T
-
k,6ji
~ i
H
00
4
i
-l
I c. I
I
Wisconsin Department of Commer x SOIL EVALUATION Page _ of
Division of Safety and Buddings
in accordance with Comm 85, Ws. Adm Code
Attach complete site plan on paper not less than 8 12 x 11 aches in size. Plan must County
include, but not limited to. vertical and horizontal reference point (BM), direction and Fio* 10
_
Percent slope, scale or dimensions, north anew. and location and distance to newost road. O J 0 I 3 V -
Please print all information. by _ Date
Paesonal Informatron you prov,tle may De used for s ndar, Purposat (Pmary Law s 15 04 (1I tmll
Property Owi:a /r ' Property Location
/
( 01- rTr' (.r_ LV Govt. Lot SLJ 1/4 j(,114 S T N R E i A
Property Owner's Mailing Address, Lot # Block # Subd Naimb a CSM#
'
City Late Zip Code Phone Number O City ❑ Village Town Nearest Road16p
❑ New Construction usex$esidential l Number of bedrooms Cale derived design flow rate GPO
Rj~eplaoernent ❑ Public a• commerdal - Describe:
Parent material Flood Plan elevation if applicable
General comments data S /r 51(~'t r3 /1 nI'u/~ wl 5 " L~, s %SC'lotcJy .
and racornm rmlendations- / o p
System Type l' 0i JL?: = System Elevation I~ g' ~/90. J 3
I f I Bourg # El Bonny - -
I I I V. pit Ground surface elev-/U/I_ ~)fl. Depth to limiting factor in
Soil Applicabon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO#F
In- Munsell Ou. Sz, Cont. Cola Gr. Sz. Sh. 'Ea#1 'Eff#2
;z lz. S/
Borif19# Boring
IN- Pit Ground surface elev(' Depth to limiting factor in.
El
Sal Appi,;ation Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Out. Sz. Cont.Color Gr. Sz. Sh. 'Eff##l -Eff#2 Zj~ /
/I
11
441) Jr
Effluent #1 = SOD. > 30 < 220 mryL and TSS >30 < 150 cop, ' Effluent 92 = BOD, < 30 mg.2 and TSS < 30 mp'L
CST Name (Please Print) Si tur CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond. WI 54017 715-246-4516
Property Ovmer_ Parcel ID0__ Page _c'. _
Boring if E] Boring
pit Ground surface eleV R. Depth to lirrvting factor 1/ y is
Soil Application Rate
I fonzon Depth Lkxn~lrnnt Color Redox Description Texture Structure Consistence Boundary Roots GPD1ff
in. Mun-sr!II Qu. Sr. Cent Color Gr. Sz. Sh 'ERRt 'ERn2
Z uy~ U.5 c ;
-7 T,
t
tt
Boring # ❑ Boring
❑ pit Ground surface elev. R. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD,lf
in. Munn. a Qu. Sz. Cent Color Gr. Sz. Sh. 'Etfpt 'ERY,2
❑ Boring
Boring # Ground surface elev. R. Depth to limiting factor in.
❑ Pit Soil -Appliwhm Rate
Horizon 'lepth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDXf
ln. Munsell Ou. Sz. Cont. Cnror Gr. Sz Sh, 'Effltl 'EB62
YL and TSS >30 < ISO mgt ' Effluent N2 = BOD, < 30 ng4 and TSS < 30 mgt
- Effluent tut = BOD, > 30 < 220 mc
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate forrna4 please contact the department at 608-266-3151 or TI'Y 608-264-8777,
$111 il., R 11x1 r
Prope Omer Parcel ID P Page _ o _
Boring k fUf''••11 ~L Boring
77) pit Ground surface eie/ - 3 Ltt. Depth to limiting factor J/ y in. Sqg ~Appfigbm Rate
Honzor. Depth Dominant Color' Redox Descnption Texture Structure Consistence 13ountlary Roofs GPDRt'
in. Muns i I Qu. Sz. Cont. Color Gr Sz. Sh. I 'Eff#i 'Eff92 I v" IS/ I
0 A, b ! /
I
I
Boring z ❑ Boring
❑ pit Ground s.-face elev t Depth to limiting facto, in.
Soil AOVI.%aaor. Rate
Horizon Depth Dominant Coloj Redox Descnp6on Texture Structure Consistence Boundary Roots _ GPDHf
I in. Munse-C Qu. Sz. Conl. Color G. Sz. Sh 'EfI#I 'EfIK2
I
Boring i
F-I k O Boring
❑ Pit Ground surface ekw. fl. Depth to limiting factor in.
Soil Application Rate
Horizon 'lopth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If
mn, Munsell Qu. Sz, Cmt Color Gr Sz. Sh. 'EffPt 'EhX2
i
' Effluent P1 = BODE > 30 < 22C rg'L and TSS >,K < 15C mgR ' EMUent #2 = BODr < 30 mm g.'L and TSS < 30 mgt
The Department of Commerce is an equal opportunity service provider and employer. if you need assistance to access services or
need material in an alternate format. pica,, contact the department at 605-266-3:51 or TTY 608-264-877.
Sae D)0 [R."I
Soil Test Plot Pl
Project Name Al Campeau S itun I (
Address 2311 100th St.
New Richmond Wi 54017
CSTM #226900
Lot Subdivision D9fe 4/25/19
S W 1/4 S W 1/45 4 T31 N/R18 W Township Star Prairie
F1 Boring Q Well Pl, Property Line. County ST. CROIX
BNI or VRp Assume Elevation 100 ft. Bottom of garage siding
System Elevation 9$•7/98.0/97.3 >HRpSame as Benchmark
Property Line 110A L
Scale IS 1" = 40'
unless otherwise 80'
noted
101' 103'
A"3 '
10'~6SC iarage ,5• B GO'
/JL
100'
I IF
D \V
S'T
50'
%Vell
I?xistin;- 3
Bedroom House
100th st