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11
PRIVATE SEWAGE SYSTEM
INSPECTION REPORT
(ATTACH TO PERMIT)
TYPE
MANUFACTURER
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.TOMANDSTAGYLAVENTURE0341010.30-050na28W110THAVEGLENWOODCITY
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SURNANE
RMERI NEEPROIABONEMOUND SUREENEODMIlUGE Ds
mmrmx°wunp, _ ! Q
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110t4 ave
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May 8. I0]0
CONDITIONAL APPROVAL
PIFNAPPROVALERPIRE5. 20224si
Plan Rental PWTS-05300]]67C
C0NMONA41
APPROVED
P uL KOEHLER
A
OBr OF6RFETYANDPR01FgSE"LSERVICES
DIV RRON OF INDUSTRY eERyl(FS
321 Wisconsin Drive
New Richmond WI SCOV
SITF.
6EE C0 F[xpEN2
Term and Steryenture
S00 Avenue
Croix County
Town of Springfield
SEXSW XSS-T�SR-T39N-R15W
FOR
Description. Mound component Manual -Ver3058D-
CgedroomMound-60p GPo- 1(X91-P IN 01/01, R 10/121
Replacement- W to llmtting factor- Pressure Distribution Component Manual -Vet
Effluent Filter- Maintenance required 20, SOD-107WP IN 01/01. R. 10/12)
Me submittal described above has been reviewed for conformance with applicable Wisconsin
Administrator faders and Wisconsin Statutes. The submittal has been CONDITHONALLY APPROVED The
system is to be constructed and looted m accordance with the enclosed approved plans and with any
component manuallsl referenced abme The owner, as tlefinM in chapter 10101(10), W hadown
Statutes, is responsible five comphance wtth all code requirements
No person may engage In or work at plumhmg in the state unless licensed to do so by the
Department Per s 305 W. Fais
The following conditions Shaul be met during construction or installation and pror to occupancy or use
Reminders
• This approval Includes all of the conditions of the Interpretive Determination approved for this
site on 4/20/2020-PWTS-1342o0o0A5SD. The approval is attached to these plans.
• The building sewer shall be Installed/insulated per 5PS 38230f111Id
• The existing system shall be properly abandoned per 5P5383.33
• Prior to construction of M1e dispersal area, check the moisture content of the soil to a depth of
itchessmearing and compacting of was soil will resu8 in reducing the infiltration capacity of the
ea. Proper soil moisture content can be determined by rolling soil sample between the hands.
If it rolls into a 1/4. inch wire, the site is too wet to prepare. If it crumbles, site preparation can
Proceed. If one site Is tied we to prewre, do not proceed until rc dill
• The mound site shall the properly prepared prior to plowing Any hands longer than 61shall be
cut short and removed. To amid matting, any leaves or loose organic mane, shall be raked up
and removed Cuttrees and shrubs flush mthe ground and ease stumps. Avoid operating
equipment on the mound site If normal use only tracked equipment, during dry conditions,
with minimal pasus, to avoid compaction.
• A sanitary permit must be obtained from the county where this project is located in accordance
With the requirements of Sec. 145.19, Ms. sum
• Inspection AT the pnome sewage system installation is required Arrangements for Inspection shall
be made with the designated county official in accordance with the provisions of se[.
14.zolzlfdl, Wis. state
• Astate approved effluent filter is required Maintenance information must be given to the owner
of the tank explaining that periodic cleaning of the filter is required
A copy o! the approved plans,specifications hi letter shall be smile during construction and
open to Inspectionby authorized remmet Trust ofit Deffortment. whin may Include mnl
indarescons
Owner ResponsMgdl
• Therrnnt owner, and each suimou towner, shall rccerve a copy W this letter Callers shall also
ensuring
copy of the appropriate operation and maintenance manuall and be responsible for
section gthat POINTSPOINTSis operated and maintained in accordance with this chapter am the approved
management plan under s SPS383 5i
• In the event his still absorption system or any of Its component pans mauunnlons so as to create a
health hazard, the property owner must follow the Contingence plan as described In the approved
plans.
The owner is responsible for obtaining maintenance verification report acceptable to the county
for maintenance tracking purposes Reports shall be submitted at intervals appropriate for the
componendsl utilized In the POWTS
In granting this approval the Division of Industry Services reserves the right to require changes or
additions should conditions arise making them necessary for code compliance As per state stats
10112(2), nothing In this review shall rehouse the designer of the responsibility for designing a safe
buildm8l structure, or component
Inquiries concerning this mrremknderve may M made to me at the telephone number listed below, or
at the address on this letterhead
The above Ian addressee shall provide a copy of letter nd the POWrs management plan to the
owner and any others who are responsible for the Installation, operation or maintenance of the POi
sincerely,
CeCko RudhuckG
Cate(11humetxl medical
Wastewater SpenalistmOW6 Plan Renewer, D Ason of Industry Services
(60)iO131g6
el nberth rudrvck@wbconsm Aov
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residen0al Application
INDEX AND TITLE PAGE
Project Name
TOM AND STACY IAVENTURE
Owm's Name
TOM AND STAGY LAVENTURE
Camara Address
2 110TH AVE
GLENWOOD CITY
00"MONAur
APPROVED
DEPf
OF SAFETY AND PROFESSIONAL SERVICES
DIVISION OF INDUSTRY SERVICES
Legal Deremplbn
SE 11"Wil"S ]dR1 SW
TamsNq
SPRINGFIEID
Counar
ST CROW
AND!!
Sedimen n Name'
Lo1NUMM
iNumber
Pardi Number. 030.1010J 050
Ran Tranexlbn No
Pepe 1
bgex And tl0e
Pagep
Darla At
Pape3
MourE immps
Page
Lateral and Epee War
Edges
Steven maintenance epacllkstbna
Page
Manpement and drmmpency plan
Pape]
PumpcurdeaMepecllketlons
Page
WIESERCUTSHEET
page
LYLO LTER SPEC
PagelO
DRAWI F R L WING AND DRAINAGE SHEET
Deegner PAULRKOEHLER Limma*Nmmw 2V410
OabOWFIM P11one Number 1162G&m
Signature
Declared Pureuant W the
Mound Campmym Maio POAITS emote 20 SDD-10691R IN 0li W WN
SSWMP Publication 80 Damian a Pressure Emai n NmpM1SM ST5A5 Patti Yp
Pmeai Doleteban Conferees Manual she 20 SB0.107CBP IN O1N1I
Vxebn 51 Ili O61081 Pi 1 a 10
0
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ALUDEWSURRACE DMERNON/•�.�'�
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MAN
ave
Mound and Pressure Distribution Component Design
Design WorkmeN
She Information
IN or C)A
Remdental or Commercial Design
Nine seen
EmmateO Weetaaaler Fim(g0t
YaiWIWMIryameal
sedimPeaking
Factor(a g 15=150%)
mroimm<.
Dengn Feev(90)
sae Slope Ol
Comour Line Elevation ln)
Depld to Limning Factor hint
In-snu Soil Application Rate Siddi
Distribution GII Information
IN.00
Dispersal Cell Length Along Contour flu
in 440 Cell Wglb(R)
1.00
Doersa pl Cell Design Loading Rate Stood'
1
Influent Wastewater Quality or 2)
Are lM laterals the highest yin
in the mambmwn OY
Pressure
onnbunnn Information
netri Enter or IN
(Cor E)
c
Censer or End Mandi
224
Lateral Speang (h)
If N more enter the elevated
0
Number of Laterals
of the hghesl anal
B t2s
Owds Dam&ar(in)
B.00
E;ImdtC2 Ohre Swing flu 662
M1'rorihce
3.00
ForremenDameter (in)
II0.00
Forcemam Length flu Col the
lorcemam ERm track? 0
H.gg
Pump Tank Elevation bo
Enter YorN
6 50
sirseen Head (fit r t 3
U U21
Vent Lid Sh
605
Frc! nLess 10)
0.00
In -line FIXx Lees (tl)
2 33]
Total Dynamic HI flu
gamNer SalMlon
in the
da
pplmna
copra
1]5
00
125
150
200
2 00
300
Treatment Tank Information
12 000 Septic Tank Centrally (gal)
Wleaer Manulatlurer
3589
Forceman Drantwck (gel)
So sual
Sa VaE Volume flan
1203]
Mlnrnum Doke Valumil le0
3S 25
Station Demand halm)
ManlbM Dlamabr
Basuction
In do
obtans
chose
125
1 50
200
300
Gallonallnch
Calhulstor (national)
e0064
Total Tank Carol (gal)
MOO
Total Working Land Depth (in)
2224
gi(enter result In call
Dose Tank Information Effluent Filter Information
6c084 Dose Tank Cape" (gal) Polbk Filter Manufacturer
22 241 Dose Tank Volume(geVin) PL525 Filter Model Number
Wleeer Manufacturer
Poo TOM AND STACY -AVENTURE Pal 10
Mound Plan and Cross Section Views
moo; chutney,Pf a -1
cup K A
B
Mound component Dimensions
21
KL
0 130001n Gn3050%eadeHalo^tOtOX W 132 49%
6003]tX°)D�epereal Cell Area 300000(nul Basal Area Available
446 gad/X) Linear Leading Rate 1340 (ft)1/10 B Olds Pepe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade
1"67 (it)
}
G
N
11
F
W Q (%) L&erel
039e mg —,el
,
di
O�aperaalc ll
�y
dere
� x tS3
t t
100
Q gg GOMour Elewtbn
40 %stateliness
Gentandle Fabric Lover
Shading Key
$
DesparrialGII
Men lateral deal on
F1 Topsoil Cap
T
Page 4t number
pg Salary" u cep
°secure
bLa„
C335antl
w F
ally th
®®A6TM
Tilled Layer
,
d
0 ft 'Q
rhv
passedh^m e
real calls
OEM Aggregate
� $
d in me
*---A
distribution cell Rug)
Protect TOM AND STACY IAVENTURE
Page 3of 10
Center Connection Lateral Layout Diagram
Fore, ren 00MEt"addlyhod, they ad ral at any raw, Wood shorkent
fi
PIntend p $
ooeno as�xlL Cr LMaue3Son w We
Hader drilled on the the n I
Number of Laterals
q
Lateral Diameter
f25
n
Laterel Length SE)
6822
It
Laterel Spacmg(6) 1
224n
Lateral Flow Rate
9W
goal
System Flaw RateL
36 25
goal
Total Dynamic Head 1 21 37 n
Onfice Dmmeter931.
in
On(ice 6pacmg (X)n
Orifices per LateralOnrce
Denaly
n°lonnce
Manifold Lengthn
Mam(cltl Diameter1n
Forcemam VelontyWV
c
Dose Tank Information
Poppy ad, per
NEC M and
5P5316 ars val
heal component to property denied
Wlefler
Manufacturer
GallonsOughtvolume
9avmA
I Gallons 1 g
48021 C
4446
15568
8006e
e0864 01_
Ca c
8008q
2z z4
iDtmensioN
Inches
A
2159
R
00
c
541
D
0o
Total
9608
Alarm Manuafadure SJE Rhombus
Alarm Model Removal Power Poll
Pump Manufacturer Goulds
Pump Model Numbe lval
Pump Must Deliver 3625 fora at 213]aTDH
Pro1ed TOM AND STACY LAVENTURE
�4min
Entrance
Cycles, vas t
2 In
or dow or all
insurance
Pomp mmaeal at)
94:
n (ft
94C
Note Stein
wntammg memury
may not be used In
Jus system
Page 4 of 10
Malund Swi MalnUmance and Operadon Spa HI U
Sarvrce Pmvieeh Name CWNTRTSIDE MG Rwc 7152L 2
POWTS Regulmors Name, j WI NTRYSIDE PLG Pre 7151
SvaMn PIDN LOM
Design Fbw-Peak WD p0 Maximum lnflueM PapGa $� 1/B In
Eetlmeied Fkw-Avelege 4W gW Mexlmum BODS '220 mp1
SepYC Tank CapacM 1200 gal Maximum T55 150 Mgt
Soil AEaormon Component Stu OW be Mmlmum FOG ID
Tabs of Weahwaler DomeSBc Mealmvm Fecal COlHolm 1 a NalrsLlm ml
SMvlca lineemampar
Septic am Pump Tank Im ercVor eervke orca ere S
Effluent Firer SIIwM Insideall Bad clean at least mice 3 Pike I
Pump and Cantbbj aalonceev 3
Alarm sM1oula tall run th
Preuure snbn ladmla slwle lD fluMee and pres:ure IestW' ems t s
Mound
Carer
Mlsc la C mairturallon andM u Standards
1 OMamr mass me a0mad and malanala conform W Tape Comm 84.3?i, here a wabtignt rap,
and are assured in as arms., in Me mound compmaM manual.
2 Dbpxam car agareiaor wnfpma W Comm as 3015Np, wls Pam Dade
a. nilgravity
s of to basal areapls kWarrie wwiar a mold bbounduorrr small in massomm31, We Min CWe
5 The mound structure and other dlsn,Nad arose Will be sassed and mulched m promnt sou erosion
and help reduce host pmMhstlon.
Lebral Turn -up DMall
Flckdmd ......M�"ncil
.........
Grade �,a
6 DBBMMI LevinmrmL 1Gmrcul
Spdnkb Vwa DwtPlug w eau valve
Dlahllwllon
5 0or Trial
M0
Phi TOM AND STACV IAVENTURE Pao 5012
Mound Statute Management Plan
Panamt to c.am as w, man, aeld. cpbe
men/aI8a0.�OBI PIx.01ub.5aaePwwm� a9910 �e au vn.eve pampulmcemdwnml w"ei ye xoseu�0A6�M
of xelBein pa Men+.epsr.w dayaw. Ilovinenm and m.menwp mwned
Pos.[r.aaanpawa"eem'�'n,tw°mii m n ,,ii min rIumi °amm°¢tia vne wm cns"vnm�"mep yue mr.,p., wer
w b wu.
���n pM�r�a� b6�rervarw men ✓wwe ev lnewme m,wmrlgienaa,n mnmw suawwmapa
neMdM1Awmulevnpem Epasuamou�pmleveen�n.�p�inmee�eameb,an�eA eeaeu�im qa. elinw mlry
cMa m prvmt am]mul w wetlebN emry Inb a mnA er mnpnwl.
meaepeetook am r mnnmwee Sawn, To,
vanl,wmaw MI m III,,,e.punl.nr.una. e. ui on, sm¢ memnbmdin, .aae
MI
boa onr aeabpeer Nb.w,manw.mm Nn Its, ram cm,
°° . eawwana wneNpnolme wpmwnAre n,aamb,a.A n.
tneo°,edon't °i eeP.n�: a°`den.�rep,one, w,>nenn me mb,wmlea•. win wlne �nm..e�Nar wnwym.
nnm x.0 lm::"mme mn:am,°i: w.nyme �a:p`ryiIlwmnb.lnam a.m�em:vimbma.T� me Man wa.e�nommmw:°
A,n
amb
iMaap�cwnA aInITINm Ibw�r4remewf Men Ne wlwnomeicnpe vne eom N Ne W umy¢ Vltle Ipue Wweol qe
nPe mmeee^we wa����Mame eme olainenn i �"ysym9awlee,eene owr el
rew MalmnemaM Maa� w �e eybne pmemma.°rna�wnwmanve �sn++iN net wv�w. "anew. it °wnwry
mebenp(emmyq un"I benwTee It ad, ew e.wv1 u mw aw Idly wa+
arwn e,trvnnr b�rlrmwan me bmnanau eemro•aaea: ne�aae.e�P+nw MI®md
_Modandi Pm.
�.weynap,eamme m"'enedan �.momT.IMe.ln
�Ibadam,'.wnm�m,ew my Mattert.nare�nmenaee.�� w°:a°re"eor94P1 rewme.�....amn n.
ne4nee ranummz:oMsulhornm vry m Panm,.unnouldurule wem.,�n:rVmem.lO wSyeuvylatlwemd M.
w°mhi5 anidown may not mixed 220 met Ei Ionmy.TSS^neMmgh FOGb,egdcbnkeTuemw]p
o myLFOG,am ldgWlw mLb, NpNy neal.n.lnuvm n nano man, m.y,ole,�ee m.nm�m, eaapn ryw,
oporUf]MMaRueNq prve*Inlal IneeM elvatlilelwl, aM Whi anmwnae t ma bet ad
RUNMd uvmu�lae eeop On area,
di
en"pe 1 belle enmmgry°nWnnem,ru,r bnwlnaWlleu
In a.m. awenpn.e ncd�e Lm it nnnma..mnol.,wnwldmamwn wwi mmpNw
om.Nn�pne°'I:miVTe eawmal mi xauw w.eenlw eT�em nwano. Pmarabw x.n e.,wwrmm. ea.,..m.Ir e.m.eo.. er.p�.. m,nee,wra.Imw.apTnwmWneu.m,w„a„e ana�ewa. mw. p.wrlmp.b".
a Van ii unr wany nnscomponents mewmewla.N�r. mya een,pw.,l m.Ae.��v.ew�M1v.we ar we..vwnm
bad
indifea wane" mwm,
p°we' wea.ee<eeba.minpw®galw mrwn.el.eN
awm.o" `m°�r"'wem' e: �y;en b`mmdae x'apae+
m s:Pre=�"�°) °�:, %e�a� eebmnpo�nw`eeee" �"��Powrsaaea d:w.e`v °� rowaaan.
Imem.lm.a,aabee�bama,. wannann.ndannaiiii ra . aboea n.erwl wlT w mended,
dide .,. aeam.. e.wmt.aaamw 'I bandanna In 11 to 1,,111 amendment pia. For de anwm
pi Papi 12
Wastewater
1PPLIunONs
SpeaM1cally designed for Me following uses
• Homes, Firms, Toiler Count, Motels, Schmis,
Hospitals, Industry, Effluent Systems
SPECIFIGHIONS
Pump
• Solids handling capabilities Y.• maximum
•Discharge into TNPT
• Capacity; up to I40 GPM
• Total headsup to l]e feet MH
Temperature
•1Cull 160'Cl continuum, 140-F(61 in
• San order numbers oremy side for spea4 n IT
voinge, phase and RPM's available
MOTORS
s Fully submargW in hgh9•ade turdne orl for lubb
camon and thwart beat transfer
• Clan; B insulation on ti-1 N HP models
• film F epsilon, on 0 HP models
Single lMMee,(60 Hq:
• Capacitor Stan motors for maximum starting torque.
• Built-in owdoad with automatic tenet
METERS FEET
40
35
30
25
jY
3 ]0
K IS
10
5
0
• SHOW or SHOW severe dory oil and watar student
Power conk.
•'L- I HP models have NEMA those prong grounding
plugs
• I H HP and larger units have bare lead towel ends
Three, Phi I60 Her
• Class 10 owriond pmtamon must be provided in
separately ordered starer unit
• STOW power cords all have bare lend cord ends
• Designed for Continuous Operation Pump ratings
are within the motor
nufacturels recommended
working I minr , cab• operated continuously with
out damage when fullysulimerged.
•Beaorga Upps, and Lower henry duty ball listening
onsbuemn
• Power CaM,Severe duty mid, a1 and water retle
tent. Epory, seal on some end provides sawnMry
memure banters, case of comes jacket damage and
to Prevent od vnclung. Standard testis 20'.Option.
al lengths are available
• O-mg Anures positive Pas sing against common,
nanm and col leabge
AGENCY LISTINGS
�w Nare G UL e8 to Cite 22101 fYwims
c GPM
nine
KP1200/800—MR
TANK SPFCIFIC,l
T64
Beall
aE; :AESTsaxme ms
p
uimellk lee BE
IPI
II r o ysru III
IIIe
wsFI FEI I ME BE
$
wl
Lw BE EQUAL
101
I CH EVVI
+uwsUKrgnw�o
rnrza a IIII
rt
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II eaRR
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IIII
nnnzpi¢ waweO
rrc urw
wkvm uaur. a vLAB r� sra
r w56nc9in ONEERL
`1 WENT F(WuQ EVER
�r rw IIIrwxa mrtxr xcsm mrwerz
1
new BAD onwwxwss suenxm
SWE>1Ctl aw9 PoAnPPMAL
n.
_A
A 6r1Y�nl rxmNua
POLYLOK PL- 525-625 CUTAWAY
RLE
11 147 .— wTEaN"°FIUED � E,
m
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N I
rSECiIpI
[sIKM1YBWMa
WRRW NC T ND to NRI
WIYNLitM�91NttN
P'MCNOPo4N POq
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DEPCONPURFORTOPIVION WI
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PAGE 8 OF THE INTERPRETIVE DETERMINATION REPORT NEEDS TO BE READ.
PRIOR TO WORK BEING STARTED, TO INSURE PROPER PLOWING AND INSI
LATION IS DONE.
PGWTS OWNER'S MANUAL & MANAGEMENT PLAN POW I It L
LE I FORMAMN
Owner TOM AND STACY LAVENTURE
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mroNn. nr mmLeb elWpu ene,evn are m m 1 k. Lry emk up m pne'np laemoot cn ark Blouse wrral
Dana N.0 e. ul,u,llr ,r„peam m a.n m..mum I.,.I. n NO ce..unlon pip. me w n.a NO n,r pomlra
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Ms pr Me park µ a, mnpwBe EV a PYO, UM[MB OPewa vMAROIMMW Of Is ®Mmm Mq Mill NP 113.
Wamn.A AemNevobo, Coe,
II vtiv vervlcee. Innludhe eN not Iknlae b mee.Mdnp ol,rrlumt ebw machwWal or prmurhee ,rb,nMak pnv.eenm
ull MAR par all M in l an Of 2 mamM..Xd be PmumW ay, vnIGW PoWTS M.MemL.
A.avne Man'shell e. Pral to me m®1 recall rural vMmin 10 AM, W ocmplWw Of any..rvM evn<
ION
START uFAxDOP 1, W"
NOW zaZ
For no [mlbunbmpierm ormNO , aPoMS Nxk oaemanw OW for Me pevrw of whivN d[ peals TnYaN
Wt mry impye o dm0wriniI mar, glass [oe/er operator
No OevW e•Iltl. If M1q, mnurvyve ae Cme,W r°n tly many
e I err, nmorea W e>q4 m'imp ado,, Wpyn of
DUmm el u e not om'u m ql roortbv en h[ w N n a a,.
di i mar milwe[ pump lain mar nY move
,,, nivnw. OWN when wore,': recto ace oro r rt eewel. »a r
al affluent
m the alFom WI [.mq a me Ivpe eu.., ovNoeli[v The ullp me mry rvwn m Me echo er.urts. ehclwm N
erwerT. m m i nn eA,Nn hen me Former or a. wmp tee I- Ne W e smmve BwneAv me mom to mms M
femwer b an [Newlt Wn0 or amp a %imRs or POWR MemleAe b Wn n mnuelly eeveuip an pvnp oonode m
n nand Iwh w¢hA the mop dnk
Do now Now m pork vMl[lee vue tmb IN eieperwl WON. M ON eMe or park parr, or merrwW ekym or mil me w
within IR feet lawn limp, or My mount or ety,ete em eEprgbi e%e.
RMmadon W elLnlnmon of ama relmwge from IN wenexnn Neer may NMOWe Me pvbnnell Ina pmlone Me Yre M roe
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fourteen, WNW, lenmp Pur l Witter. fruitIm rcgellae powk . Oil III nabkam: millwrap.: m ice, OR;
eml,o prof p Wed,"; "Mm""Npkmv. emw,e, No wear Nnmar bane.
ABANDONMENT
e POµT511Ih Ilk q,mem,ey eke em of rwm the fmllowep WNW efl be Nkm no mew her Me ay k
pmpNy end with WhIner' avmpimn MN O'p Cmmm R'33. WMWwm AJnne Ye Code'
• All pienp totem me Wee Now he ONOWN[md me me wlemee ppe only, me,.
m. melntm or al tmn.e qa aen W mnp..e we popwMaemme mr W e smtw. swwv,v Dewemr
•After Nvel ell tel are mm Wei be°umeoa Ind wro or Ns mvare rwrwW And ae we pn Wed wbM1
1 orwvl p, "'N, ml M9 mamma.
CDNTN09 PLAN
N Me POI All, and cemm W rmW m Me INNWFN meeeoa h W' mom, m. m,m W owner m pewee I mom mnWw,[
maemnnt Weme
o A WM 10 nploment m NI Now m emnee IN nor e, the loomlm W N rear+,
eW[arn me npwnrm m W rN Wd ee M' M1om el Nb. gee pee [ompvmun W NcmN ner M lcement me
WINnvwna ee need from Mwfed lea mewW lmon W IN war and w.n1 m mMm Me replacement ,.. NL
Na In IN M a mJ mtl the wvlurtm m enetliN a emdEle rglecmmt lee Rple[mmt ryrterm mN
comply wM the mbm Ana(e[r n firm time.
D A ml moscer mt mar h of NO NIN due Wbwk and/w ON IimMbn. Bal comment In PONIM
omwop I hoMmgtmk maybe mWllM its eleft III ,nue°fMMPOWIS
(f/f .� f#Lwla rrcn Av A/ �V�o,
0 Moo,t end NV W 1 =it marrow, 1INIM, MAY we W,nmer A puss emwry ,viwM W Me tlemer IN me
nn eemve anew. flmvou[ow of I'M ayewn mar money worm am Nn A lame we Nrt Now
«WNW WG>o
S9O C, IITp O Or TKAWB,T TANKS MAY CDNiNX UITIO L GASSIS ANDADR W4URCB O% MO DO NOT
ENT61 A SVeOCx%IMP OR OTEI TPFAiMBIT TANK UNM ANY CSCUNBTMM, Di NAY RSSIRT. IEBWE OF A
P MNgM Our VITggR OF A TANK It E DIPI'l TOR MUwdNJl
PoWTS MSTNIBR
FOWINM AINEA
IN NNe•ne PAULR KOEH ER
Pa75-248-2880
SfITADE NFRVIGNd N DP4TOR fRffirl
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mane POWERS SEPTIC SERVICE
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April 20, 2020
CONDITIONAL APPROVAL
SOILS SATURATION DETERMINATION
Plan Remew Number PWIS U20M023-SST
MARK IVERSON CE N@T/ONALL9
617 County oddl OMOF SAFETYAND PROAPPROI
RobertsED
SMO SERNCIM RobWIS6@3 DM ION OF INDUSTRY SERVICES
SITE
Stacy and Tom laventure /I n %T ,
2840110'"Avenue (�Q(,p. 2ikud +
St Cmix County SEE CCIRETA5INDMU
Town of Springfield
SEX -SW% SS—T29N—R15W
The submittal described above has been renewed for conformance with applicable Wisconsin
Administrative Codes and Wrscomin Statutes The submittal has been CONDITIONALLY APPROVED This
system Is to be constructed and located in accordance with the enclosed approved plans and with any
component mannalls) referenced above The owner, as defined in chapter 10101(10), Wisconsin Statutes,
is responsible for compliance with all code requirements
No person may engage In or work at plumbing in the state unless licensed to do so by the Department per
a 105 06, sta s
The following cOndMons shall be met during construction or installation and prior o occupancy or
• Approval is hereby granted pursuant to s 5PS 385 W(2), Vic Adm. Code, to estimate the depth
of seasonal soil Earn ration based on an Interpretive determination process completed by Mark
Iverson, Certified Sall Tester (CST) and his recommendations
• This approval is limited tothe soil characteristics within the tested area. This approvals based
upon best management cerebral and does nor warranty the functioning of the system Water
conservation, wastewater disposal practice and system maintenance will aid in the IongevrtY of
the system
• OnVite visit was conducted by CeCe Nodded, D5P5 on April 17, 2020.
• With the lmtallation of an Interceptor drain melope of the mound, the estimated highest level
of prolonged soil saturation approved under this determination is 6 inches below grade At least
30 inches of sand lift on top of 6 inches of unsaturated, in situ soil is required for adequate
treatment and dispersal
• The basal soil application rate for the mound shall be 02 gpd/s[ and the linear loading rate 05
gpd/ft
• Prior to construction of the dispersal area, check the moisture content of the soil W a depth of
inches Smearing and compading of wet soil will result in reducing the infiltration capacity of the
soil Proper soil moisture content can be determined by rolling a soil sample between the bands If
it rolls into a 1/4-Inch wire, the see Is too wet to prepare. If It crumbles, site preparation an
proceed If the site is too wet to posters, do not proceed until It dries
Chisel Plowing to a depth of Inches Immediately prior to sand placement s required to
Improve vernal water movement Into the soil sowed
tandsapmg up slope of the mound shall be Incorporated Into the Pi design to prevent
surface water from concentrating along the up slope edge of the mound and to dived surface
water drainage away Than the system
TM16 approval shall remain valid unless the site is altered In such a way that the depth to sell
saturation would change or if saturated conditions are observed for smen consecutive days at
depths less than 3 fee below the Infiltrative surface of the POINTS distribution component
This approval in no way relinquhhes the use of color Patterns to estimate the depth to high
groundwater on any other parch or ponlons of Parcels
A copy of this approval letter and attachments must accompany the mound system design for this
sRe for purposes of plan approval and sanitary permit Issuance.
A copy athe approved plans, Specifications and this letter shall Mons Re during construction aM open
to Inspection by authorized apasentatmes of the Department, which may include local ansiverchorry All
pezmlzs required by the state or the «al mumd"Ifly shall be obtained prior to commencement of
mmtructionpnstallatwn/operafwn
In granting this approval the omson of ndustry xrvmes reserves the right o means changes or
Address should candnwm arise training them necessary for We compliance As ter state sots
10111111, nothing in this anew shall repave the designer of the responsibility for deskmnga safe
I.uiHmg, stems, or component
Inymries concerning this correspondence may be made to me at the telephone number listed below, or at
the address on do letterhead
The above addressee snail provide a copy of this letter and the POINTS management plan to the owner
and any others who are responsible for the mstallatan, operation or maintenance of the POINTS.
Sincerely,
CeCel %2Udlalil Ck
CeCe (Elizabeth) Rudnich
Wastewater Specabst/POW6 Plan Reviewer, Dimson of Industry Services
16081 400-3186
elimbrtb rudmQcowscor n goy
5jT- 2a8v11
INTERPRETIVE DETERMINATION REPORT
rMper7 Owner:
CO"MONALLP
Stacy & Tom Lavenmrt
APPROVED
2940110A Avenue
DEST OF yfEry AND PROFessroWL SEVICES
Glermood City, W154013
DM510N OF INWSTSY SERVICES
� _
sa mxDEx¢
Site Lncaewn:
SEY. oflhe SW Y., Sec 5. Tovm 29N, Range 15W
Town of Spnngbcld
St. Cmla Cowry
Prepared by:
Merle Iverson. CST 0146672
Awd & 2020
Date
Everg:em Imption Inc
Mah Iverson. PmfeawDal Sod Saennst
617 Cry Rd I
Roberts. WI 5402I
Phone 715-684-9125
e-mail: Won
TABLE OF CON'FEHTS
1.
Imaoducdon....................................._........ _. .... .. ....
...........1
11.
Pwfecl lMotnunon.. ... .. ..._...... .__.................
......
III.
Method- ._...........__-....... ___.. ...__...... __.. .. .. ..
...............A
IV.
Discussion of Results. _. _... _..
....... 3
ALoral HYdmloTy _. ................. ._ __......._........._
._..... .2
B. GcmoorphologY ..................... ......
... 2
C SOd Distwbanm and Hydraulic Moddica6mu.. . _......
.................3
D Landscape Position and Local To WBmphY.................. ..............
.......A
E Sod Series and Mapping Unto ....... _....... ....
...... .a
F Wetland Inventory Map. .... ... .. ....
... _..5
G Field Motivations. ....... ... __... .. ..... .....
........ _.......6
H. Comparalive Anadysn......_._................................
.. .......]
V.
Canclwioiu aM Recommendedona .... ... ......... ......
....... 1
VIRderences
........... .... .. _........................... ......_.........
.-__,.8
TABLES
Table I - Sod Sears Chmactcrisucs
TWe S - Hydric Sod Classification
FIGURES
Figum 1
- USGS Topagrapluc Map
Figure 1
- Soil Map
Figum3
- WNand lnveowry Map
APPENDICES
Appendix - Soil Evaluation Repon
AppendixIS - Weather Dam
I INTRODUCPDN
On March 30, 2020 Mark Iverson Certified Said Tester X46612, completed an interpretive
reite soils evaluation An interpretive evaluation is rryinred because the site does rile
meet the requirements to total a new private onsite aisle treatment system (PO WTS)
through completion ofa conventional Ori sods evaluation ('AK inches of acceptable
soil must be presen* The tale evaluation was wmpleLLd through the obxrvation of
the soil profiles at five wst pa locations nis p ft has been PmPm tO p nt Ne
results of an mtcrpretive onsre Sods evaualon.
Thc cvaluatm waz wmPleted at the request of the chmt Suicy & Tom "venture The
Property Ls looted n 2g40 1 I Ow Avmue in the l'ow ip of Spnngfield, St Croix
County. Wiscrosin
❑ PROJECT INFORMATION
Thc following u s a -specific background information
Property Owser: Stacy & Tom "Venture
21140110° Ave
Glrnwood City. WI 54013
She London: SE'A of die SW A. Sec. S. Town 29N. Range 15W
Paled ID 4030. t010-30-050
Town of Springfield
St Croix County
Hhmric Land Use: Fellowfor40ayears
Current Land Use: Fallow
Vagetadao: Thc vegetation within the used area consists of meocilari passes aM
smallsMUW Thane me M SLgnsofmcsswnhin the tested aura due to excess
oot1w, Hydnc vegetation was not oMerved within the project area however this
aaaessment was not completed dunng the growing scaon
III METHOD
This interpretive evaluation and report was complewl allowing the guidelines set forth
in Comm 95. W(2) ofthe Wisconsin Admimaha0ve Code and in the summary provided
by Leroy )snaky tided "Preparing the Interpretive Determination Report (March 13,
2002)
IV. DISCUSSION OF RESULTS
A. Local Hydrology
I SurfaceWater Dianne Pmtern%- Surface water drainage is received
from 100 to 200 feet northwest of the system area The area has a uniform
slope of 3 5 m 4%and there are an, dmmegc ways m defined dranage
patterns. The proposed system loranon is on the backslope.
2 Subsurface Water Drainage The silt loam resume and lack of compacuon
within the surface ho oun off good infiltration and lateral movemem of
prempitaaonveceivedonvle Shghlmmpacuon (Platy stnmwe)was
observed in the second horizon of bong 1. The platy awchne Will limit
Nemfllnadonofsurfecewaterwithinthepmfile Dwngand
immediately following fiorcn conditions and following heavy
preapnatmn events, rowR Will he much greed
3. Artficial Drainage Devices- No mafrcial drainage devices was observed
during the completion of the evaluation
4. Contributing DtmnageArea - The proposed system wait is located on use
hael,dope of the hill slope profile. The Samuel of the profile is located
approsunowly 100 to 20b feet wallowed of the proposed installation
contour. There is contributing dmmage aura up slope of the mated area A
surface water diversion ditch vo11 need to be constructed to limn the
effects Of Potential surface water received firm upalope
5 Soil Smurahon- Saturated soil was observed in ail test pus at fourto
seven Inches below surface during the and rest. The water level was also
obaerved In the test pas 24 and 48 houra after completing the suit analysis.
We received apprisimately 1.3 inches of mitt Saturday=it Satday, ow m
ran days Prior to the and maceramed-
During
DePthmsatumted
sod 3002020
DepW to ware
3/312020
Depth to Water
411rz020
6. Sarfece Writer Eleveuons-Surfwe vamrwithin @e tmmediare vicinity of
rue site, ifpresent, has been Identified on Figure I
R Geomorphology
1 Parent Materiel -The parent material is loess over glacial outwasNtill.
2 LBtMfnmt Type -Ground moreives
C. Sad Disturbance and HydreWic Modifications
The Proposed system location is in a fellow arcs adjacent to the lawn. No
bydreulic modifications, such as drmn file or ditches, were observed at the time of
the assessment No additional surface water is received from impervious
surf ces.
D Landscape Position and Local Topography
The mgmael topography is shown on figure 1 The ground surmor elevation is
approximately 1254 fat mean sea Level (mail The site Socratic topography within
the proposed system area is shown on the site map includN in Appendix A.
The proposed system elevation is 100A feca hate specific elevation The shape
of the slope within the proposed system me is Imam (perpendicular to the
c(mour) and slightly convex (parallel to the contour).
E $oil Smea mW Mal Units
The Natural Resoumes Conservation SCRICe Web Soil Survey maps the mtis m
the property as Amory Loam (AmC2), Freeon stir loam (FnB), and Mal sill
loom(MO). Thelocauonofexhsoill lsidcnufWon Figum2. The
pnmvy Soil charactenstics as demnbrd Ln are series desenptions are tdenbfcd m
the Teble 1.
TABLE 1-SOIL SERIFS CVAMCFERIBTICS
Saeren
Baba sar4ee
8abnrL
�
Snip
Horiwo
dorB
Am
SL
SI
1 Tdl
1 Till So
MS
W
F
SIL
SIL
Loem
Till M
MSbS
MW
(M —(
SII
2
Lae
Till I M
I MS m S
I Sr
Abbreviations
permnb 1 tv
IM=ImlKmresble MS -
Modumely Slow RA - Rapid
VS=Verv_Slow M-Mndeitc VR-Very Rapid
S - Slow MR-Modnamly
Rapid
Hanna¢: Claa
VP - Very Poorly
W=Weil
P^Poorly
SE= Sumewbm Excessively
SP- Somewhat Poorly
E=Excemvely
M W-Malemtely Well
TABLE 2-HVDRIC SOIL CLASSIKCATION
NRCS-USDA
SeB Seats
covalWOW I lHcbmlou
UBACOE
Am
No INor
No
Fn
No I None
No
Me
No I Adolph
No
USAUUh - US Army carys or e.ngmeers
F Wctland Invent Map
The Wimoaan @pemnem of Natural Resnwces voAace water viewu was
ren<wtd sp idrnafy o'elluid mappd on Nc prnpertY, I he wcllaM invcnmry
map is ioclW Wanfigurrll The
Ma rsoilsonthenorthsMaofU progenyammappedasaweilaMisMicvor
msL A wdland uMiusor soil IS a soli that is not hydnc. bur can have nklmions
or pt:I; sor hydnc soil
FIGURE J— WETLAND IWENTROY MAP
G. Field Observations;
The ao l present within the pmWscd system arcs is very similar to the description
of the mapped soil unit Fusun, tdutifed on the Natural Resources Consrvation
Servitt Web Sod SwrmY
The A hommn extends 2 m 12 inches below surface within the pmpoud.rystan
arcs (Borings I, 2.3 atM 4), Moderate granular structure is dominant in the
surface hommn (A) Moderate fine platy structure is present below the surface
homm� m Boring 1 primeoly modem¢ blocky stmetme is pmxnun the aseond
harms Y the end of the profile of all other borings ITC sotlpmfile derwripuonx
were complete 16 to 22 inches below surface
Moderate compaction (platy knor e) was seen in the wound horizon of Wrong
if The platy dmdum is common m mtuty of the glacial soils in Ws region.
Moderate granular sod blocky structure in the, A honmm Of in 6-9 niches) will
provide for inflirtmon and Intend movement of the effluent during dry conditions
Because the profile descriptions wens completed shortly after the simw melted
and this frost came out of the ground there was a significant amount of soil
motstum prcsem AddiuotYlly these was a mgidfunt amount ofrunfall the tsw
days poor he the complahon of tTC.so0 ton Thc rvtifall date downloaded from
0 51 urcmhercom ch 29th that June sea 0a for
of rainfall on March is in and
0 51 inches on March 2Mh The ramfdl date for the month of March is included
in Appendix B.
Me water table was up significantly when the sod assessment was completed.
The tat pas were left open fallowing the assessment to monitor the water table.
On March 31, the day after the assessmcnt, me water bible elevation stabilized
tar the saturated soil depth that was oluerved the &Y before Go the subsa9uent
day, April to. the funded water in the tut piY was down 2 to 3 inches across the
enure Site.
Bonne
Depth to samratN
and 3500020
Depth to watd
3/31nZ
Dephto Wets
ON2020
62
d"
5"
B-3
5"
5"
Ti
r
BA
2
Id
&5
5"
5"
5"
%'
The soil ran site does not teed the hydric sod criteria. Ile lack ofhydric soils
Indicates that the soil is likely not saturated for great"an 5%of the growing
season (approximately'/ consecutive days) A dominance ofhydrophytic
vegetation was not observed wdhm Oe proposed system arm. The lack of these
features does nut preclude the fa mbilay that the sod is sam ix! for a prolonged
penned of time prior to or on occasion during the growing season. Low chrome
(<3) do m u nt mavix colors, indicative of prolonged Period; of soil Saovauon,
wine only observed in B-2 and B4
H. Companame Arulysis
Sod hosmp (Bel, B-2. anid B-3) were completed withm the propmeni SYsem arts.
Two additional borings were completed, one upslope (B4) and one down slope
(B-5) of the proposed system area. The texture. struucuum, and depth to redox
feature; of borings 4 and 5 sm Stmdm to them of the tested etas
V Conclusions and RecommeMedons
Seasonal saturation was observed at five inches below surface within the proposed
system area footing the jonry of the time prolonged penods of saturation appear to
he limited of I I m 16 inches below surface. as dominam clwma colors less dun 2 were
observed below thou depths. The sod directly heneeth the topwd at 7 to 12-, has
tedoximoRhm features but higher chrome colors of or 4 indicating that it is periodically
samated, but typically not frr more than 10 consecutive days during the growing season
The lack of soil damaged by low cluoma colors within the proposed system area
indicates that the rerimano phic features observed art nor due to a high water table or
perching corditioiu 13u cause of the mdox finches obscry 1 m Ne test pi0s is mast
likely attributed to short-term seusoaal saturation due to slow permeability of the dense
glacial subnnls.
Moderate and structure was observed throughout the wit Profile or sit borings within the
proposed system ate- The moderate structure rdicanes Nat them is good drainage in the
upperp(MnionofNesml profile PhnelY strucene was only obwrvedin bonne #I, sea that
doesootapp tobesigmdcmthmimtlonmthesoil mutt don Unfonutullydnetothe
wet conditions m the time ofthe assessmen4 the sell cunditimsscoWd not M assessed any
deeper 16 W Zy
Reorientation of the platy structure observed by chisel plowing after placmg 3 in 4 uiches
of ASTM-33 said on the system area will aid the dispersion ofef luent through the
sabred.
The sine is suitable for mstallabon of a POWTS (mound system) for the following
rea ons
I.) Redoximorphic featmes were not observed in the topsail within the
proposed system area.
2) Neither hydnc soils nor a domimrxc of hydrWhyuc wipiamon arc Present
amount the proposed system art-
3.) Sahua cd suit condmons observed during the assessment appear to be due
m scasonal.vtundon. An Interceptor drain and shallow ditch installed
upslope of the system tin reduce oc impact of;e-awl wJ swnuon.
4) The slope a flue proposed system location is 35 to 4% The slope is
uniform earth no dips or %atlays at the proposed system location
5 ) The lack ofand dominated by low cluovu colors directly beneath the
topsoil indicates that the mdown orphic feawcs observed in the second
horizon am due to tcmpnmry seeaonal Smtwation and not from a
permanently high water bible or Probing condition
The following recommeMaborms should be considered during twallation of the proposed
system:
1 The system mould be installed on the IN 4' comour
2 Sand fill shall consist of 2 5of malenal meeting ASTM C-33
specifications
3 1'o break up the platy, swclum Whine must h completed with a chisel
plow to a mudanum depth of 12 inches below move ground surface dunng
dry conditions, after placing 3 mo 4 nmchca ASTM C-33 and over the
infilvation surface.
4. Prior to completing tillage the installer mind confirm dual saturated sells
and the capillary fnnge arc below 12 inches below swl e. The tillage
may be completed deeper if saturated said and then capillary, barge arc out
encountered.
5. The based running ink shull not exceed 02 GPD/fl2
6 1'he system And be dcsignd to have a linear loading rate of4.5 GPD/ft or
less.
1 The system shall he designed for a taco Gdtaom house.
8 An intercepter drain most be instal led upslope of the Moral at 18 to 24
mchesbelowsurface ThnmeeptordrainmwtkNdomtediothetce
ofAc mound. It is recommended that the mnmcmelsmr drain discharge m
Ne road ditch and No end muse be screened or covered in a manner to
allow drainage bur potwid enormous from ¢among.
9. A shallow surface water diversion finch mud be installed upslnpe of the
mlcrceplor Hain
llm final approval of dds vie must be made by the Wisconsin Deparnnrnt of Commerte
and the St. Croix County Zoning Department. This Bryon tePreast the obsemlions ad
Professional opmmn of Mark Iverson. Certified Soil Tenter (0466)21.
vl. REFERENCFB
I) Soil Survey Staff, Newel Resources Conservation Sari United States
Department of Agriculture Web Soil Survey Available oNim at
Mrylhvebsomisurvey.mea.usdagov/ accessed I IVI81071
2) Seeof Wasconsw DepammentofCennercc Cede.ChWM93md85.
3) US Depanment ofAgnculture, Natured Resources Conservation Service
1%6 Field Indicators of Hydric Boils in the Unwed States. GWHurt,
Whited. P.M., mod Pringle, R F (eds,). USDA, NRCS, Fort Windt. TR.
4) Schocmhargm, PJ. Wysocki, D.A., BcNwm. E C.. and Brodemon. W ❑
(editors). 2002 Feld huukfor d,U,ncUg aM smnpling sods, Version 20
Natural Resowces Conacrvanon Service, National Soil Survey Center,
Lincoln, NE,
5) St Cmix Cowry. St Croix Cowry Land Infomuticn S}Menl
)" 1 130 178/w to cons surNmsnorld hw
6) Unwed Stays. United States Dcpaimsnt of Agriculture - Natwel
Resources Conservation Service Hydric Soil LIU for St Croix Cowry,
WtUonsm.l n//to-t 't v/\VI/Bo'Idlvd/hvJ 091t
t) Ummd Suds Us Army Corps ofEogjnccr; 1991. Corp ofEnginccrs
Wtdmd Delmeanw Manual. TerLmcel Report Y-87-1. USAEWFS
F 'ronmmW Isborsmry, Vicksburg, MS
87 Wixonsin Department of Natural Resources Wuconsin Deparunent of
Natural Resources- Suffice Water Viewer. Welland Maps
fr f-,surfaceWaurVicwcr
APPENDIX A
SOIL EVALUATION REPORT
wn,„IRow.=„mr..„mnu SOIL EVALUATION REPORT Not I a.3_
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12
ST. CROIX CODNTY
SH C TANK MAINTENANCE AGREEMENT
AND
OWNERSH@ CERTRFICATION FORM
Demlm/ um TOM AND STACY LAVENTURE
Mpilmg Adams 2840 110TH AVE
RoDmtY Adaewa SAME ---- --- - -
rvm�pr.martgawa emoNxiviea zenemalkw�la w=�e�ame.) — ---
civrsnnm GLENWOOD CITY Pemel laemlfip.wa Namber 034-1010-30-050
UGC DE6�ION -- -
P PmlrEovron SE v SW l SW 5 T29 NR15 W,To orSPRINGFIELD
Cerllfma Semy MBP#—.— �IS06] -__, Valume_ Il" _ ,Page#
Wamoy Deedp _ 32 �65 __. (befom2W7)Voleme_ _. ,Pege#
BPmhwm �yw[IIm Wllmm tlmaBebk DyeeQm
SYSTEM MAINTRNAN(X ANp UWNER CERTIFICATION
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Nam, f m 4-
6f18rm.
—SIGNATORR OF APPEICA ) DATE
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