HomeMy WebLinkAbout030-2078-30-000
PRIVATE SEWAGE SYSTEM I uw~ St Croix
INSPECTION REPORT I v.::n.N, 615398
GENERAL INFORMATION A TA':H fu "`R611`
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Mark & Andrea Richert TOWN OF SAINT JOSEPH 030-2078-30-000
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33.30-19.660
TANK INFORMATION ELEVATION DATA
T1'=_ MAN'JFAJIUK_F: '~Ar7v~l'C` S14TICIN BE HI FS _LLVV~
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.?r Allot _ ~ rt10c .eW°: - i
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1'=:WHI Otrllet
TANK SETBACK INFORMATION
-ANN. T.- :541 I E;-[)G. Jun- t= r,' utrke- :AI:i Ix Inle'.
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'iCanc DI 8n IJn) I
nran~{ - , Headedhtar'- n~ _j\
e: 811X1 r DID; FIOe~ _ 50
1
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< ^G5 5b
-1nal ;race
PUMPISIPHON INFORMATION
M.4t llarlutcl :Arnrmc S:': OVer
tol:rael Njmi P
T.-)H . dl r.,y J-' _OC. S. ;•:AOrn HeA:1 Di I I _ $P
F xcp..r-mit1 _Uriutr'. I I DIJ. JGL L
K
SOIL ABSORPTION SYSTEM 7 1
RFE) MENCH : etn ? L.:rmtr ti:nu::6e:. PIT DIMENSIONS N It :-it;. made .-na Li.wtl CicPI-
li DIMENSIONS
SETBACK SYST_M LAKEIS7W-QA LEAGMING I,ta-:uls Llu'?' r~ l
INFORMATION _ CHAMBER Ok ~)i. 1
n !-n Cvse^¢ ( r I A UNIT
fin, 1.4>ael Nurr•.;.>r^
DISTRIBUTION SYSTEM
-1a+ac.,N 1. :h Ir'Iutop rle;, z0 > F' Haan: b lc 0..r mare
lI ; -ts,
rr.u C7 C. 1 _e p /
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
II'.cvt: Uroln iiva I<, Dont- a> T ,ec oetl--•:o:rii x) Mem:hec
Sao- 1 - ,n nn.vr 1 / L d I-encr cUVer 'otczni
I acs N<- rl,.
COMMENTS: flnauoe code dtscreoenoer person:. pr= =r'. ,c: rlarr~ctlon fi l Intr+erdnn q^_
n
Location: BURK OAK L"
V
All 31d Desrl, C,lnm.t~,e
Rldq sevre: IetolarIOIh kn- > p"
amount of aver
Flan aWSIOrl Renlllrud'' "e, NC
u:nBr side for addilnnal inia-ranhor; l 7/ 7 lI / ` ~f t - ! V l !Jl/LL}Y~
gas msec<tore S.~na'.nro. - ~ l .,r N'-
519rv aol~ -alo
(;mm)
- - Safety and Buildings f nnsion tit. Crain
201 W Washington Ave.. P.O- Box 1162 r..n:uc Pcmut \und+er Uo tk IiIICJ in by Cu.!-
$P$'t, rMadison.W1 53107 1162
_ - hl 10 ~ 539
Sanitary State 'Cl:uua.uon \andrel
Permit Applicant
In accordance wish SI \ :F:) I,;?I 1W.. n fi" de. xdnn6sron ul mr, Inns to me apprnpnarc rowunn,cmai uml Na
is n.yuu,J 4 ri r t ,1 t nrdn a s milrra P::mtu N v lpplie N.n limns :br tale-e,\neJ I ON I'S arc submdteJ In I mice, !W.`dtess ofilif erent than nailing addicml
the Ikp,rlmnl of Sgt tp •(nd Iiulc axonal Setsr c I'r,anal mlirmanon you pro\rJc ma\ he uud li,r sctt,nday T
_rmp ,a, m .l..orl,n,a wnh the P,kw%I.a.. I~r t'I innr Snla - Sallie 57
/4 btW
I. lpplicalion Information (case Print 111 Information O^k Pr q>,r:: r!,amr `-N:uuc
I'arul Q, ( -
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Mark & Andrea Richert 010-2078-10-000
I'i"imlm' ( is nu , Mailnr; Address I'mpem' I ocanon
574 Burr Oak I.n, timer III[
( IIN Sl:ne 1 /rP(lslc Phone Nanho SW & SE SE se,non 31 .
Icirclc uuq
Hudson. N`I X4016 (6~ 1) 33-02'0 1 10 it. a 19 N~
H. T\'pc of Buildint, (check all that apply) of r, _
01 Suhdiyi.iun Numc
®I cr `I d::rih Dac!I:nr Numhcr of'Rcdmon,_ O
acC iloek" Plat ufOakKnull
i'uhdw („nuncraal De,mhe t w - Na -
Oily of
Talco,ned Ifc,cribe ll.c ( L'\1! Numhcr 1 1111 i of
3 N~d~ tl r J~/I ~ M~OP~S Na I ®n„n St Joseph
111. Type of Permit: (Check and un line A.
Complete line B if applicable)
%
N.-" S\aon ®Rcpla:ancol Seaem I rcannon I I ,1Jmg lank Rcpluammol Oak ~ Other Modification it, Existing S\slen, texPlainI
It.
Itencwal E Pcnnit Rcvisiun of Plumber _ P unit Traro4: lo \c,, I Alt NO i,m> Pcr m;t \untba an Dale I114CJ
Itrtbn: ~cp:i al.UO Uuuu ~
ff
ompon
ent Des ice: (Chuck all That apply
I~'. I x S 5.11CF(
cn I'i>+winJIniPr:asunrcd III Gn+unJ LJ \(liiaic XounA - ?Im ernnlahle ,,it IMound 24 m. of sunahlc xnl
III Idin Ink
Other D; per -d ( .mp, n m wU 1 1 Pretreanoent De„ a iexplami
Dispersal. Irealm 1 1na Informatlo i, I ila or Quick 7 a rl.nl ['hischani er,& t lircnw e t PoM ,k III . 52i clllusnl Inter - 1001
1es nl ow gpa Deser,S r lppircv -.,d.fi ')+Pcr,al Arta Rcymrcd,sll IA pu,,7 Arealnr`nscd r,I SA,Icm I[Icvaun
1 0.0 bpd II . (ip(l -I. II. 642.86 sy. N. 675.00 sy It. 90.5', 92.0 & 91 5•
VI. Tank Into l' ipacn\ in 1 and k of Mannla,:mria
Gallon's U:dl,m, Unn, r ~ ? y
' ♦ru Imk~ - fxi,nn~ [anus ~~Q ~ ~ L~C I ° c ~ y i h'
qty ~ v: r i ;7 -
PP 7 `J i
•ci ar tIulJ.nr f:n,k Nj j
1.000 1
.0011 I nknoWn X L ^
r,.-ryCn:xrnhcr I'illercanister - - Na I W'ieserConcrete X
All. Respon%ibilil,i Statement- 1, the under iened. aasumr respaosibilih for-ilislallation of the P01k-IS shown on the attached plans.
I'Inmhcrs S:nnc i'nnu - It I'lumhcr. Sr :alrcce_r MP111'RS Mather Husu,css Phone Kumbrr
lawns K. Thompson MPRS ;O0_' I (715) 248-1767
'IIImt 1ddrc,,,IirecL(11•. SIAIe,/:p(oUj, -
Lake Lane. Osceola. W1 5.1020
40 P wkon - _ - _ _
Ill ICountvl Department I ,se Onh
h,ap, Pemul Fee Dat - IsucJ ixuin,• . evert Si!maturc
a,a.on l ` 5~ 7 z~
I\. oodififfWOA§pYri6tVReasons for Disapproxal
1. sePOc tark , %Jw.likn- I
ospr,... cell fwd n - _ , It'
9S pat,agril fl' pi- n ^ 'iUC I t,'! alu.nbF .
2. All lefts t AStJwtIncs m,rat tie I-.e.etc it i .
sepw 9ppilou"s w6t ! adlutrt i.
%aerb to :nmplrle plan, by rhr arvrm nnA aob. it m itw County only on psper not Ices Ihan a P: \ 11 inches in airy
ST. CROIX COUNTY ZONING OFFICE
CERTIFICATION STATEMENT
FOR UTILIZATION OF EXISTING SEPTIC TANK(S)
This is to certify that I have inspected the existing septic and'or dose tank
presently serving the following residence:
( Street address) 574Burr oak ln.. Hudson. WI 54016 _ located
Zit: wassL 1,1, SE - 1, Section ss 1'owtt 30 N. Range -is W
Town of s1 Joseph , St. Croix County Wisconsin.
[.-pon inspection: I certify (hat I have found the tank(s), to the best of my
knowledge. Neill conform to the requirements of SPS. 381.25, and it (they)
appear(s) to be functioning properly.
Most recent date of inspection or service June 13. 2019
Did flow back occur from absorption system? Yes No x
(if no, skip next line.)
Approximate volume or length of tune: Na gallons Na minutes
Tank Capacity: 1.000sanon
Construction: Prefab Concrete x Steel Other
%'lanUlactUrer (if known): Unknown
Age of Tank (if known): Unknown
Permit nunlber(ifknown) Na
James K. Thompson
(IJeensed Plumber Signature) (Print Name)
MPRS MFRS #30021
(Title) (License Number) NlPNlPRS
July 22 2019
(Date)
Form to be completed by licensed plumber (Dept of Safety and Professional
Services Chapter 305 and s. 1:45.06. Wisconsin Statutes) or licensed disposer
(Nlt 113 Wisconsin Administrative Code)
Rev. 2;`2012
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Conventional POW'I'S Index & Title Shea
Proicct Name: Richert 3 bedroom Rcpl Comentional Dispersal Ccll
O)% tiers Name: Mark K Andrea Richert
t hvner's addresc 5:4 Burr Oak Ln.. I Iudson, Ak'1 511116
Sdc address: Sa:nc
Prolcct Location:
Subdivision: lot 03, Plat ofOak Knoll
Lcf!al Description: SWt:1 x; sr.1I si 1, Sec. I iOV.. R. 19W., To. ofSt..loscpll, SL Ctoix Co., lit, I,
Parcel 11) t: 1130-0198-08-000
Pace I Index and Title Sheet
Pa--,C ? Site Plan
Pa_c i Di,persal Cell Sizing Calculations
Pa,-,c 4 Dl,pcrsal Cc11 Cross Section
Page 5 Infiltrator "l Chamber Specificatinm
pa^e 6 System Manaeement Plan
Paac' Filter Canister Cross Section
far e 8 1 fluent I ilter Specifications
Page 9 Septic Tank Maintenance Agreement
page 10 Certification I'or Utilization of Lxictinc Septic Tank
page I I Parcel Map
pa le 12 Warranty Deed
AOachcil: Soil Rvaluafion Report
Mater Plumber Restricted Service: James K.'fhompson, DSPS Credential 60021
Si,nature: Date:
Pa -u I nL I
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Richert 3 Bedroom Dispersal Cell Sizing Calculations
L 13 bedrooms)( 100 gallons estimated 11(m )i 1 deal -n lirctor) 4`0.00 ci~pd design tlo%~-
Infiltrative capacity of native soil = 0.7 eud'sq. 11.
Absorption area required: 64'.86 su. 11,.
1 Absorption area as proposed: 675.60 sq. fi. f33 chambers - 3 pair end caps)
Infiltrator "Quick 4" - 20.00 sq.ft. l`.ISA per chamber, Infiltrator "Quick 4" end caps - S?o a(1.li, FISA pail'
642.86 sq. It. 01 pair endcaps)(i?01 - 627?6 aq. ft.
6'7.:`6 sq. It, 20.00 31.3; chambers required
\mnlxr of trenches: ' a I_ I chamhers per trench ; chambers total)
I rcnch width: 2.83'
1 rench length: 47.00'
'I rcnch spacing: 9.00' on center
I ocal system area 6' trench spacing: 21.00'x 47.011'
Pg..3 of 12
N = PAGE 3 OF 5
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Conventional Septic System Management Plan
Pursuant 10 41 ti :183.34. W is, Adm Codc
General
The com'entional septic system hall be operated in accordance with SPS 38---i84 Wis. ;Adm Code. and shall be maintained
in accordance with component manual SBD-1010s-11 (N.01 01). All local and~or slate rules pertaining to syslem
maintenance and maintenance reporting shall be complied with. Questions on the operation (ir maintenance of the system
should be directed to the installing plumber, Jim I hontpson al 1715) '48-7767 or the St. ( roiN Cmmn Zoning Department at
I?IS);8G-4680.
Septic Tank
Septic tank scrNicing mechanics comply with SPS 381.5 1(1)let. Septic tank m be located within I W of service pad, will[
bottom of lank to be - 15' bell)" service pad elevation. I he operating condition of the septic tank and outlet filler shall be
assessed at least once every two years by inspection. fhe septic tank contents shall be removed when the sludge and scum in
the tank exceed I.'1 the liquid volume of the lank, I he contents of the septic tank shall be disposed of in accordance with NR
1 1 , 1A'is. Adnh. Codc. by an individual certified to service septic tanks under s. '_8I.J8, Stars. If the contents of the tank are
not Ienhoved at the time ofa biannual assessment, maintenance personnel shall advise the owner of when service will be
needed to maintain less than I3 scum and sludge accumulation in the lank. The outlet filler shall be cleaned as necessary to
ensure proper operation. The filter cartrid,te should not be removed unless provisions are made to retain solids in the lank
that mac slouch off the filter when renwved from its enclosure. If the filter is equipped with an alarm the filter shall he
serviced if the alarm is activated. Septic tank manholes risers, access risen, and covers should be inspected for "aicr
tightness and soundness. Access openings used for service and assessment shall he scaled watertight upon the completion of
service. Any opening deemed unsound, defective. or subject to failure must he replaced. Lxposed access openings greater
dt,m 8 inches in diameter shall be secured by an effective locking device. to prexan; accidenual or unauthorized cnm into the tank,
No individual should ever enter the septic tank as dangerous gases may be present than could cause death. Septic tank
,ihandonment shall be in accordance with Comm81. ?3, Wis. Adm. Code when the lank is no Ionper used as a POW-IS
component. The addition of biolor.ical or chemical additives to enhance septic lank performance is a,enerally not required. If
such products are used the. shall he approved for septic lank use by the Deparuneni of( ommerce. Safety and Buildings
Divasion.
Soil :Absorption Cell
I Ices or shrubs should not be planted Jaccth on the soil absorption syslent Ilie area above and around the svslcm should
be seeded and mulched as necessary to pr"enl erosion and provide some decree of -frost protection. I raflic (other than for
vcgutalive maintenance) over the syslent is to be avoided. Soil compaction may hinder aeration of the infiltrative surface
"ithin and above the system and "ill promote frost penetration during cold weather months. Cold woalhcr installations
(Ocwher-Mach) dictate that the system he heavily mulched for frost protection.
Influent quality into the system may not exceed '20ntg1, BODS. M MG 1, TSS. an(] 30 ring 1. 1 0G. Influent [low may not
escced maximum design flow specified in the permit for the installation.
Obscrvalion pipes within the dispersal cell shall he checked for efllucnl ponding. Pending levels shall be reported to the
owner. Levels above-1 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring.
Lfflucnl flow shall be alternated between dispersal cells on a two-year schedule Icy use of diversion vahe. P[llucnt to
be diverled from new cell to old dtainficld at d-year anniversary of new system installation Old drainfield tl) be utilizes] fora
2-y-car period. I Mucnl dispersal to be alternated belwuen svstenhs on a threoyear rotati iii hasis thereafter.
Contingency Plm[
It the septic (nk or any of ils components became defective the tank or component shall he repaired or replaced to keep the
systtan in proper operalim_ condition. P.xcessivc ponding within the dispersal cell will be eliminated by instalhiw a new soil
absorption cell to hring the s)stail into proper operai mg condition.
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IPDLYAN Xhr
,v,.,,,.,•.. P1.-525 Fffluent Filter
PI -525 Filter
1 he PL-525 Filter is rated lot 1(1,()00 GPI) (gallons per dat'i slaking it one of the largest filters in its class. It has
~ZS linear feet of I /it," tiltrali(on slots. Like the Po)lvluk IT 122 the Polvllok PI.-')25 has an automatic shut-off ball
ufstdlyd Will, every litter. When the filter is removed for deaning, the ball \yill Iloal up and temporarily shut off
the system so the eftluenl wotil leave the tank.
14•ate r°`' IrIli" Filtration Slots
•
hated for 10,11()u GPI) (gallons per day)
. ',?3linear feet of 1/ I(" filtration. ~tlr~P~ Ci (oplim,.rrl
PD~
. t,eepls 4" and h' s,('I 11) •1() pipe I~~--_-- <•pl% I'
I-,tension I I,.nJi,
• Built in p,as Belle ctuc
',etonfaIlC shut-off ball when Idler is renitwed.
• 't taro acicssibilih'. ! - I;.n„I 6.:
€ io.,n~r. ca,i
• Arcept% IT( rxtensirnl handle. e
I'I -.215 Installation:
[,it at far residential and commercial waste fluevs up It - ; L,-, :
10,0110 gallons per day IN ~ I
I Locate the mullet of the septic lank.
fZemovc the lank cover and pump tank if necessary.
I:~'ur the filler housing tin file ,l" er h" tulle t f,1I'c If III' `'IO LI pr l:,~ -
la• filter is not coffered under the access opening use a
:',.dyltk Fxtend ti Ltk or piece of pipe h, center filter. _
I. Insert the PI -525 filler into its housing.
Itc•Place and secure the septic tank clover Certified to
Maintenance: NSF+ANSI Standard 46
I'L-1525
®
1 h~ I'L-52', Ifttluonl I~ilters trill operate efficie, 11 for
several years under normal conditions belore rcyuning
.ryy.,..•
cleaning. It is recommended that the filter be cleaned
every time the tank is pumped, or at least every Ihrec
\ears If the installed filter contains in optional alarm,
the owner will be notified try an alarm when the filter
needs servicing. pe or iug should be dune b_y a cerufie,l
septic lank pumper r or installer.
utoma
L Locate file pullet of the x•plr lank. due-c>t. Lea
' Removetank ,.over and pumptank if necessary.
3. Ili, not use plumbing when filter is removed.
4. Pull I'I, 5215 cartridge out of the housing.
I test, off filter ovet• the se.ptrc tank. Make sure all
solids fall back into scphc tank.
1;_~ Wr
f, Irtsert the filter cartridge back colt the hlwsinl; making
surethe ltlteris trt, Outdoor imartl ' jIt., \lum I,lend d Ink^,
I perh+aligned and completely inscrte•,I. -
" - I'olY 0,-L. Zabel h R [ fil[~ I', ::reept 7 a,il1' imtalls
. Replace and Sccure septic tank CO\'el' Ili, ,rltYl f'iller?I seil'h .mil alarm. iM•n•, r,Unf; Iru,kv
1'thduk.Inc. ' Faitlieid f3hd. A6alling6ntl. t'1 0(.192 T,II free: S__ .7(1i.95(0 Ise:-2U??14.S51-0 vnsxv.ptlvltkanu
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ST. CROIX COUNTY
SI FIR TANK M;1IN l'I:NANCE A(iIZLI;NIENT
AND
OWNI'RSIIIP ( h.R I IPICATION I ORM
0,yne.l;Itx,eJ. Mark & Andrea Richert
Nlailine Address 574 Burr Oak Ln., Hudson, WI 54016
Property Address Same
( Verification required from Planning X /onins Department for new c. nstntction, i
City State _ Parcel Identification Numbcr 030-2078-30-000
LEGAL DESCRIPTION
Property Location SW SE Scc. 33 •.I. 30 N It 19 X,,', T,l\an of St. Joseph
snbdiyisi;yn Plat: Oak Knoll -3
-,Lot 1. 03
Certified Survey.NIap i+ Volume Page
Warranty Used k 1035482 (before 200i)Volume Na . Pege # Na
Spcc house ON es [Dro Lot lines identifiable0ycsE]no
SN'STEA1 MAINTEN AM AND OWNER F.RTIFICA 'FION
Improper use and maintenance of Now r septic system could resu![ in its prernattrc failure to handle wastes. Proper
nialwevan consists of pumping, out he antic tank <:%cry three year: or sooner, it needed, by i licensed pumper. what you put into
the svacai can affect the (unction of the septic tank as a treatment stage in the waste disposal s\sten. Owner maintenance
respcroslbilitics are specilied in §SPS..83.52( 1 ) and in ('halter I' - St. Croix County Sanitary Ordinance.
I he property ownerrmrccs to submit to St. Croix County Planning & 7oninr Department a certification form. signed by the
owner and by a master plumber,.journcyntni plumber, restricted plumber or a licensed pumper verifying that ( I ) the on-site
wastewater disposal system is in proper operating condition and or i after inspection and pumping, tit necessary), the septic tank i,
less than I.'± lull of sludge
I!we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Sa lety And Professional Services and the Department of Natural Resources,
State of \\'isconsin. Certification cLatiny that your septic system has been maintained must be completed and returned to the St. Croix
( minty Planning K Lonine Department within -30 days of
the three year expiration date.
I+we certify that all ctalcntcnts on this lbrm are true to the hest of in% our knowiedie. I ~wc ain are the nwnrr(s) of the
property described above by virtue ofa warranty deed recorded in Rcgktcr of Deeds 0111cc.
X11 t er t bedrootns 3
- 7 ;22,19
SI(iNA IRI.OI':~PPI.ICANT(SI I);1TF
\ay information that is misrcprewnled may result in the sanitary perntit being revoked by the Pinning AL Toning Department. '
Include with this application a recorded warranty decd from the Register of Deeds Office and a copy of the certified survey map i f
reference is made in the warranty deed.
(REV. 04!12)
.
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Urdist of IndustryServices F~--1-J'~'- r
SO~ EVALUATION REPORT
In accordance with SPS 385, Ws Adm. Code County
St. Croix-----
Auach complete site plan or paper not less than 8 tit x 11 inches in size. Plan must include. I
bu1 not limited to vertical and horizontal reference poet rBM), direction and percent slope. Parce ID.
scale or dimenswns, north arrow. and location and distarce to nearest road. 030' 7830-000 Ref#2535
Please print all information. Re wed by Dal
Personal information you provide may be used for sm:ondary pu oses Pnva Law, s. 150401(all)
Property Owner Property Location
' 9t) - [9
Mark & Andrea Richert Govt I.of SW & SE Z SE S 33 30 N R 19 E (or) W
Property Owners Mailing Address Lot # - Block If Subd. are or CSM# ,
574 Hurt Oak I.n__ 03 na Plat of Oak Knoll
City State Z,p Code Phone Number ❑ City ❑ Vinage 0 Town Nearest Road
Hudson WI _ 54016 (6517353-0230 I St. Joseph Red Oak Rd.
❑ New Construction Use ❑ Resident, at; Number of bedrooms 3 Code cenved design now rate 450 CPI)
~ ~t.tl~
❑ Replacement F1 Public or commercial Describe zd) x
Parent material Glacial Outwash Flood Plan elevation if applicable na A
General comments and recommendations Site suitable for In-ground POWTS with 0.7 gpd1sg4t. design loading rate. Recommended system infiltrative
surface elevalon to he 93 50. 92.00 & 90.50. Existing dispersal poll infiltrative surface elev. - 95.'0 iapprox. 45" below existing grade).
J Boring if ❑ Bormg
® Pit Ground surface elev. 93.05 8. Depth to hnutmg factor >90 in
S_ oil Application Rate
Horizon l Depth Dominant Color Redox Description Texture Structure Corsisterce Boundary Roots GPDIFt
In Munsch Ou Az. Cont. Color Gr. Sz. Sh. _ •Eff#i 'E11#2
1 0-10 10yr3.3 none sl 21 mvfr cs 2fmic 0.6 1.0
2 10-20 7 5yW6 none Is Ogg ml cw 2fm. to 0.7 1 r,
3 20-31 r 5yr4:6 none Ices Ogg ml aw ivf.f 0.7 1 6
4 3186 10yf4i15 none grs Ogg nil uw - 07 1.6
5 66-90 1Oyr5l4 none Strat s Ogg ml - 07 1,6
f 5 ,lk-_-
I 7 Boring # Boring - 1
❑ Pit Ground surface eZ 97.8 ft. Depth to timdmg factor >96" in.
Soil Application Rate
Horizon Depth ~Donninaiu Color Redox Desruphon Texture Structure Consistence 1 Houndary Roots _ GPDifP _
In. - Munsell Ou. Az Cont. Color Gr. Sz. Sh 'Eff#t 'Eff#2
1- - 0-36 mixed none sums fill 0 nlvfr ai 2vf 1m 00 0.0
2 36-51 7 5yr4r6 none Icos Ogg ml cw 1vf.fm 0.7 1 6
3 51-96 1Oyr4i5 tone swat. s Ogg ml ~cw limo 0.7 1 6
i
I _
Effluent #1 = BOD > 30 s 220 mgrL a d TSS > 3q 5 150 mg?L u went #2 = ROD, > 30 s 220 mgrL and TSS > 30 r1 150 mg /L
_
CST Name (Please Priit) ignatum - - CST Number
,lames K l mmup%im : tov-(.6 30021
Address ale FvaWahon Conducted Telephone Number
340 Paulson Lake Lane. Osceola WI 540_20-5413 June 13 2019 015i 248-7767
SRD 8330 fR04.:15)
3 Boring # ❑ Bc""
PA Ground surface elev. 93 82 H. Depth ~o limiting factor ?88" in
Soil Application Rate
Horizon Depth Dominant Color Redox Desrriplion Texture Structure Consistence Hrurdary Roots GPDiFt'
In. Munsell Cu. Az Cont. Colcr Gr. Sz_Sh. - •Eff#1 'Eft#7
1 0-3 toyr3:7 none I 2fgr dl car 2fm1c 0.6 0.8
- -ram- '
2 3-18 10yr4:4 none sl 2fsbk mvfr cw 3fmc 0.6 1.0
3 18-28 1 byr4:6 none Is Osg ml c:ar 2fmtc 0.7 1.6
4 28-68 10yr416 none s on ml gs 1vf 0.7 1.6
5 68-88 10yr5:4 none s Dag ml 0.7 1.6
Boring # ❑ Boring
~J Pit Ground surface el v. ft. Depth to limiting factor _ r.
_ Sell A;zfcatrin R.1!0.
I lonzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD:Ft
In. Munsell Ou. Az. Cont. Color Gr. Sz. Sh •Etf#t •Eff#2
Boring If n Boring
❑ Pit Ground surface elev ft Depth to limiting factor in.
Soil Application Rate
Honzon Depth Ueminant Color Redox Description Texture Structure I Consistence Boundary Roots GPDfl-
In Munsell Du. Az. Cont Color Gr. Sz. Sh. - - •Eff#1 'Eff#2 _
1 -
' Eff uent 41 - ROD 30 220 m9I and TSS 3C 150 mgiL ' Effluent #i - ROD, > :i0 5 220 myrL and TSS 3C 150 mgil
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