HomeMy WebLinkAbout018-2007-14-000PRIVATE SEWAGE SYSTEM cowry St Croix
INSPECTION REPORT si FIT, Na 615386
GENERAL INFORMATION (ATTACH TO PERMIT) swilami
wy aalMal T a
Oevenng Homes .w TOWN OF HAMMONO 018-2007-14-000
w e.. arm.,Rwa
""9iFrs Pm /3'1 CST 052917953
TANK INFORMATION ELEVATION DATA
NPE
MANUFACTURER
CAPACIry
STA70N
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septic
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TANK SETBACK
INFORMATION
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POMPSIPKON INFORMATON
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COMMENTS' y.me. we.eiea.e.noee w,wne me.em .al lints n Tf/7,e/I9 0a i#2
uname
Lo11M,67THii ., I �USa?l
, IAA BM0.wpm• �"`plo✓ d� -.mwmawn,•'/4 �I/ems eyK- !
all, Can Ill
Soo 0110 (R )ND y —
�PIw ,mom �m.,..�..m..DI, bo
IM m -� pS O
xm� U10
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W ..
_
CM M multunoel
F DO—M R.
mxa.o,aoaWWGSO.m17 �111
i
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e� 3� 8.. 194
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3 N ' MOvkieNro-'.enn nuW�e�'M.;�: v�/a yyy
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System PLOT PLAN
PROJECT Oive.Tc XpreS ADDIRMS tAV CemOr Ave SOW A New RcrembilW17
MY 114 SE 114S 5 in 29 A,R 17 P'TOWN Hammond COUNTY ST CROI%
SYSTEM EdOonwh OR 101 5'2 5 Sane IT 3p0"9 BEDROOM B
DATE
LONVENTIONOL A'1'diRATE CONVENflONAL LUNY HOLDING TANK
MOLNO W SRPITC TANK S6E 1000 Deal LpT TANK 52F DOSE TAM SIM 630
ROWING LANK SIM WAD MTL 1 0 ADSORPTION AREA 466 0 of chambers none
is BENMMARR V.R.P TOP Of ch pipe AS$LME ELETATION to Filter Ldmmr FM
J RORENOI F. O WE61, -E R F serne as benchmark
99' 9M'
Property Line
96'\B 1 Diversion tlltcM1
Well O to meet a0 Vrl #Ip -
B2
O \ � PIPS
B3—I-� Betlroom
HJMWrI Comes, Tons rk'W
Area 15' below system 16 to remain untllatume0
40'
B
,oft Line
Scale = 1/4" = 10'
2 acrc la
16Tth St
aq, � tejCppV'
/4l It go N OIVSON OF H0351RY Sctal SERVCES
toGREEN DY do LWO.•LUISHI
= �1 sIdda,n,eowpmPamau�� dpast
.a MnPne
dirpsit, Tony merge � Governor
J'N11 2019
CONDITIOAALAPPIRSTAL
P Lou As APPROVAL EXPIRES 20210111
Plan Rev lewPNTS.071901096C
SHAUN R BIRO
14121201h S1-
Nex RUAmand W15401V
SITE Oevering Homes
Hot 16111111
Tow le of Hamal
Satin Corm County
Total Amount: $25000
MomW Compnnem Mmun Van 20. SM)10691P
No 0IAN, A10112)
Pressure Dislnbmmn Component Manual-Vcv 20,
Sul 0706-0(N 010E R IO2)
Omn nn
Alan mamn Rea mrM R
The mhmulal Eesenaid abnvc by bee wadfor 0otor withbesble Wne h appAdministrativeCodes
and NPhiln... 9lml hesubmnlalhmbun RULED 10NALLY APPROVED NVOOemnmh
constructed aft! lowEnd m nccmdmltt will) the Edi nppmred plans and with any component manual(5)
reRraneed abwi. TO. cove.. as daMM In Repair 10101(10) Wtswmm SlatuwT is responsible for compliance
wah all code requuemeols
No pi map vision or work of Nkmbiry m the state unless AmsN to do w by the Oepanmcnl or a 14506stal
No folmwug mMiamu hal be me: dung wmnnmran m irvoahmmn and prior to 0¢upan p 0r use
Q'PLIQ 1 1 rz, l al
•
mega; -
evlimapmsal me Priorand hall ..mnuumn in grand disturbance, compaction and use of me sir
• With oex 01on mmmded nun to aGivma the pump m the dos, had aunt[he lanb,m
pumped priortol homeonn,rmimpmey
• Wilmovee, munled hem cgrum a hours of ugmpmam godbols and/or loft over conamOrm
products Moll not be I.slargest into the dmms docbngmg m the ptrve¢)i waspi lneMonl system
(POW ISo W art,Federated call or pmpvb unroofed 0fon am 6r lTA,
• Any RE grail Rever and sM1rv% shall M cm than and removed prior 10 WILLS the surlum di... to
prevenlmoNndm&,todupeoularea All losi milm, matenel to be mi from mound coca
• Dlvertof.. water man POW I S Area
• Priori, enmbuonn, u r me chi lIMI.Is the mnmu.e con tent If vnw a etpm ul a
Sm nnaI'd .,,npatlmSao ",I Mill nail result m md"' 0e mblteum"i to all Pwro
111.1111, an n d,tmnmd Is, .nnmg nsou ample ntln¢n coo land: Oillam o 3 4 .,,boom
IM1elmpleryvtt nwMa i llmIepllIonennplp dlflhe o¢tnma utllu prcpurc Jumu
Passed unulItarea
• All plpinl wnlmm or SP\ Iable JSJ 301 and SPS Table SIT30.5
• means bnmlmines hmnJ 30lost Per SPS la] 10 111 xq
• Ne11 ss1Sub to Ot So, \it SII k S¢
Tank lmlellalbn to lollun at l m... loa s, r mommudimmi
SPS30.3inkl el lh..... g.... order NIalli IS shall spmOcally aJJrcu Int aervwny my"humaaYan
mbiv, mbu t WnAon M1ohM1ng unA nficrz ulM1cruflht lullo, anp wodmuna
Ie Theit lhvink is loved nn n then 151of held, She Trather Ilea ufiere the ssmanS pad if out
he rather Lank is Its that IM1150 feet h0t6ally Immn 0mwhere IM arv'Idol pad u Inland
• VetlN properly It,,(,) poor to vl9ollmmn
Pump Flwle In be ran and,Ironed Par nppmred plan Abutm mum may mull In pump neblnP In meet
TOP and GPM Sp,din,mlom.
Obvism-Responsiblipoesn
Too e n ,bat rather, shall ral a orel Of'land el minuclear
p p dome n Ill pool recone a coutthe pp ntion: Shoubrodwar and
In the earth fla, itlil ahviTlion stswin or as on Ill ulna r Ir In "I'll
b d n pp ou Is Loans U JSJ µII 'nt
abill so
hadinufluallgm nun,nunsIllone m uni plan as JoLnbd m the up:AdJ plans
"PI of Ina uppmud plan, T,l flolmn. no IS letter hall be onset dun no annual and of to
impnuon M1e emotional 'Pi ua or in, On urtur t, Art man mtlud' load tnsp Yon All porous
n4mrcJ M1r to slam or Ind Imalmumvlryb, dr, 11 M obtamM prior to commencement o1
.mulmvuonan,tullum n, Pvmunn
In mill IN, mu lIMIimi.n of l Al kmm rim es th, n&bt m ral Ol or alJtttuna should
I[M1Lnmmna making tom namrap fort ], ,mp Iran,, As per Am, hat, 101 1a(') nruhm ,,lair as no,
All rtn. s, th, daagmr nl the mode Ap wr do. I.nms a Ufe bmlemg aI,Ian or Irim Santa
houses,too Ponden, w d%he madtn¢ at one tatpont nwrt boon Ml, nor nth, add,,,,
on this man ms
I do so,,c tell Al afiml pro ..te a come of this letter and the PowTS manage ent plan to me,,net and any
omcn,nuIll ratio 4k, At inaonmin n nemmn of mmno,bel the patele
,7., p%'so ,,l:.,i
lam Sooner laml
Prhe Awuge l 9an her mrver On I Son of l Ill 911 cu
(S$0p9].TJN, Aloft,. b IN do -) 30 pan
Cover Page
Shaun BIN r :
BIN Plumbing Inc -
1432120th St
New Richmond Wi 54017
715-246-4516 r Lam - f
Date p W19
(DiwnerOevering Homes
Location NW1/4 SE1/4 SS T29N,R1 TN 1154167th St. Hammond
Manuals Used Mound Component Manual Version 2 0 (N 01/01, R. i W 12)
Pressure Distribution Manual Version 2 01N 01MI R. 1 Wi2)
Pages
1. Cover Page
2 Mound! Plot Plan
3 Mound Cross Section
4 Pipe Cross SeC1ieNPIPe Layout
5. Pump Chamber Cross Sacuon
6 Pump Curve
7 FiXer SpecifMdpons and cress seCUon
i Mementos and contingency plan
Attachmentssoiltest
Shaun Bed
Signature_
License number 6000
Page 1 of 9
System PLOT PLAN
FrROJRT��.91UH�S1UHOmes DDRESS 14]J ClmO110m Ave Sung A NawflMnCnOWi NOIT
IUS 5 /T29 N1µ11 NTOWNHamencno Cot NTY ST CMNXATION 1015' 25 un01ON B/20119 NfOROONS
DA I!1. AI'1:µA11a CONVENTIIINAL LIVI' OLDING TANK
SEPTIC TANK SIZE Imdial an LIPSTANKSIEP O16µ TANK SIZE 890
µ SILL: LOAIt µATE. 1 0 AESOKVEION AREA 456 X or chambers none
his bl:Yl'IOIAµK V.R.P TOPM bm pass ASSUME ilIOATION IWFllhar G@bme Filler
❑ bOµ!'111111 O MTLI •it µ. as �nehmeM
99 BM'
PrOOerty Line
98'
AS
n ditch
WNI o to meal ell WONT xlOacks
32
B BeOroom
m
HUHcull Combo Tank
Area 15 I»mw System IS to mmam unaistureea
Scale = 1/4" = 10'
40
B Ill SI,
2 Ai list
Property One n P
oL01
Mound System Cross Section and Plan View
I. _ _ _ _ a o1meD be Fee
A y$ f a
ir h�` �$' 'j I E l
y IEIFEli5`ui'IF _"`a` FW
L= Id
__It
�y______________ w
Z
PW
lp
.,_a -a Powt =SO.t Feel
1-1 -Topwd-ASOVIL'-4ka =cnage giecte "in"40pvc
a Cap Nmen'el El smid fill Sim2%mda. gbgmalign PPa
Gcotextile
Fabric
49, Q FI Contpr
u 1
F
— Slope Urt¢rlan �y
w
OESEEAL INSTALLATION: The mound area is stoked out along the design contour. Existing
vegemuon rs mowed ad raked on'the site The mound boreal area Q. x W I n plowed with a moldboard or
chisel plow Plowitsg may w l proceed if tM wd Is wet enough al the plow depth m fntm a `/. inch sell wine
whin a mmple is rolled between one prima of the bands ASTM C-)l gwitty smd's plod ury fatly
after plowing Send a placed evllh a oeekd mxhme keeping 12 ar more nahes of good under the tracks ar
is placed ev erhed by a backhoe. Specsul care must he ward when placing wand of less Iran one poor
tFockneae to minwuse mmpacllon or the plowed smfecc After the lopwil cep is plaud. fins entiremound
wiled and mulched to promote vegcuuec h, hm
Smith erosion and p
ohsenauon pipes age signed in the lown 6 iodies and seemed m place with Abu m figurine
a clout garage
10 07 tin Page 3uf�—
Pressure Lateral Layout
Two Laterals — End Manifold
w
Manifold Lateral Tumupyr CI lPm
Iut
M R
1 X�
Force Mein —I
Omibumn NdworkS mnrwm
Lan"I rainier
2
In.
T
Mmrfold Dlnmemr
Z
In.
Onfim Dumeler
3//61n
X one reS
— eZ `
In
L Ieral
`5
—
FI
M fold 4a to
Form Maur Dla nmcr
=Z
j
Force Mani Len
�5
Ih
sweep
��T Gina
Prneumsys Coontmctbv
laael la ort comWCIW of SchedWe 40 PVC
pipe Orifices are Jnllttl perpendicular b
dve PIK wN a NM1nrp Grill bn and faze down.
Lateral Ium.ne n�inate man a thrceJ
dune t plog J encl uJ n 6-9 1 M1
drememr la spnNI r.aloe box able
from finuhM gr c
0 * 9 p* Grade 0 • 0 a 0 0
6-9 Inch lawn
apnitecr Valve
Drat
03/051g1 Page 011_
, 0 0 * 0 0 0
SeOtl Dose Tank Cross Section And Pomp Performance Specifications
��1'r1L7•L�
auw�
Fiit¢Motlel N:mba
... '. ....:.
Qmml
OWICMmhoIv"4-Aleovof¢epeWW
Lcoko D lvletM lc
M+oEole AAin
<PBelow Cni&Seelad Welcaiot
Ac yMoum
WIM Lrc
W62116 f
Pm�ahM
vwI 13
AM7T GMe
.
We Vmt('.y
Ou[Iq fLiei
�_�� INa Betse
y..
Wmp
Hole
OffEievanov c
2 J R
Barom
D Elevmon
GFIiBBAI. 4NBTA UON: Th eepurlaoee mo u bedaea and look fisatl n xmNevm wiN Ma
,o.00r en„e`. p Wpoa Novel epeaMc le me,: eem w armor o+epmlaea lrmolang weewrmt
ee erg Pjw 9 W eatelo Meofacoin�:poeea m eCe.vae eftbeti.e Irckme aar,ae(p.alocq
xmaeL P:P:oS Y v6e iwa ma outlR is of approves meYeriel, tmvttad b be uvk was wemeg6t filtioP, and
letl av eabla wilbpevm[atlipg or eaW^8 23v fmm mamuvlaved W64'Sd.40 PVCwmfape We ur.k
muvaam mdtlw emavauamlea wataeppe. Ela[mwl mmppwwid NEC J00aMCpmm 16.2H
VLgSU ��p
28OmSERIES
112 hp Submersible EffluenUSump Pumps
TIM wady 2MaSVw, P11,11eM a COSI enMawe -Mid
Veit pwnP IV wrylo wac+u walw until liquid
Bale Minster end c"I'Mm al wavy ENy tamp W,M
W IPlica(ma 1I r V,em n 19d, dead w nwe flaw
Ceag OdwVM_Mwty 8r ne,e'Uw6aJ' Vint
Me 3+OSenea rill provide Mara of m abb oinuthisi
All Models Feature:
• vane, NC Muni Mn"Ming PIMI W Shcm
Uplos
• n 6sM,Hl al Ml MI w MUM
• PIM"I" YlUMfeMed ul aM bwvtW liti
.Ep "W� Celt tinfsf,
• al fi-VMVuw,.rMmaM neEewmx
r oIdnwM
. slui Mel doMd. awed, - Sawa nivaninle
•Minimum OuuMInVal m'IW'F
RM.4nea Cwd Le etits
_MMeI _10_ Z ,L — ffi1� _50'LQ
itilo _uti
ffiI_ SMarO _ i
i] 3cu av wCp1WA WA_
'$ Job' W ronoY,an,pw
�4ebnmi7m,m8'mgbdw2110,3
Motor SpeGfleetlom
%V Whiz 941sg9PM
auxw u+rrr lelilt d
U anPsnsvn9MMCgsltw
9.oe oelin
a.g.�.uln�zgmfi
Performance Curve: 280-Series
p wM I II
BiIM�rM Nt1M I s �
ll i2i � u 0
p4:3,.1015b LY NSdYM6N
U.$.tLlkro Por MMNt
Mn.M 1. wru,d,w
amenH%OrIB1 Deb:
Wu
Hull 13
Male. Al MO' NwdaMge>t
Minimum Sump Dlemeteral
Mt'
IWW ID]VMF _+M
we+uew.
d a G91
MOtlel3W j/ MCEY 4Br O MOdN 3&1 11i 281
MY,uW, wrylo lvrRMrl®
m Fwncn nmM an W,dSiagw
0=1 wnov.dwrr:q
M it with yuicL- WMxMe °6XC fail to,
YY dvconneaManWgift -
•Ry Plug wM 011In
e Sumo
Sous cpnitica
rmarorurrw • rego:anPr3 e..aa.nw • eeretn, Mew van uere • cnM. ego-eae-seed F.apeynF-retie
w.xAOerlvanMa mnr uM•�w�urt�l uw�r
POINTS OWNER'S MANUAL & MANAGEMENT PLAN
v+ sn¢uboeeeam.vw.sv
Servka Event
Service Fmguenry
Impact mlOWm Of unk(s)
ql leanonmebry
Gmdnms, I(s)
(Maximum Syn,)
PumpM mnlenLL of unk(s)
NnM aludge
and rum meals o,,I(IQ an tank whims
Inepe] EIypMI delta)
At Pool Once many
Ommws «¢)
(Maximum 3 yn.)
Clean eMuere NOW
At baetmm awry
Martin, xal
IMpBI pump PUMP Canyon;Canyon;6 alarm
Al feast w t dead ary
nmmW r(s)
ONp
Rnen PlMN and possum tttt
abet dose evey,
0mmlM1aAdeo)
oNp
r
abeMdtwe awry
OmonlM opat(al
ow.
abM mmewy
OnvmW oyaar(:)
oxp
MaxTENnxcewsTNunroxs
Impwm.amNa w am¢peraal me¢Iw x made M a^ kalnduM mmPg nm w ma keaves M1arwe«
mtlM1alMs MYbr NumCer Maslen PlumEw RCNbb� vPoWIS ImyM.POWIS MaatlNStMdee
$aMLg Opavl« Tm msµv]wmsm zr lrlWdeasssua bupolkn ollM dnlys)bEMgly Yrytlmeg «de4m
Wtlkq olell tenMlmdme 9muMksuRamsatlme dnmraN olvynlanM Slutlge eM saw dtl Ptl kbvnY� =uP
mq¢lafro MvuaMade fro Pyang seemueakxea
madodMaybe yamea am mW,ngI«am Panne oforeuenlan un g�Msunam.l a Moral alluent on me
gmantleamm mar mnammPa Mamng wrwPon and repwrea M.Immwme Mtlemmaa Me Moral pmlafwyeutlwmy
WMn Na wmdneo awry shalwe of rdAyU ana ovum In any Unkg Orber maNIN (51 draws of th pnkwlume, Ma
113, dOonsi of Me bnk slmall he emovM Oya$epMBP$eMang OperameaM tlmspasM olmamvEantt'Mill dl N0.
113, WbWnsln MmmrxlroLve Coat
Tay eeMGng of off aenl M1Ters no "I «pmssunbad PONTS vvmanenta pebeal(menl wmpareant, and any
allow, P er melnnanm mortaring mortag al llyenals OF 12 same s Or Pm spat Ee Ponommed dy a wNfiatl PONTS MalnWnef
A mrvkTl report Nall be pnvged ad the ICI a,,OMq a ddorryxMln 10 data of mmOlelun of any sera® event.
STMT OP AND OPERATION
F«onand yn, pear Idvee of the povrts¢Ny1r hwlmenl Drk(s) Ip Pe presmve an purbw products or roller
defenddM1Mal wry Imµye rMveaNrenlpczva sorb dameperaa operear,On If aqa mlwnlntlma are
CebYp Iran No anlenR of Me Pnk(s) removed br a wpLye/m�rvp_k+'m(sg�srgeMPr prgl N use
7 /
Fell
31 VP AND OPERATION
Fa new mnervdol pb k MA of w Pil t W M part M 1M PMYw a win" p'Aess asctlwtlawnY Us
May IlrPea the L',"mot NMmmi de ono dooppeYWRO)npath wnmre.uwx a+alatdY Imp IN Amore a We
Li won soy I eyupe ftmo uwlemr pry In an
syval L o whis not docv'Mim eW Anemone at M1 Y1M rnito P, wrfea
OpMp dohs' Ndl Wmp fins+ may OR oDdve normal nlelMler amend NTM poxar a mlmet pn ease wbMer Oil be
Misdeal to IM dI.Fms cal In of luq dM onstrea gdoedrion)addnay NOt In My MMup m will N,oNM of wMuAd
To rvod mx Nwllm hi nre Anon of Me Wmp lint ranmxa 4 a Sep" 9ervely Novel pi", b x,mnrN poor m UY
Menem pump on mnbtl w planar m PMMs malnlYmr to asset S mem.ally, Nol Ins pump a B to reeks n all it e
Mil as PIMP Nor
Do Me dove or pelt nncbe mar tank, and deposal Q, TM No tlme or peh off or Whersom difill or wmg6 the area"hit
15 M1M Eom abpe pity moMpm d-pros moll eowddel area
dMl or sawn of he Idlew:ro Min, the wseleweler arson May MYwe W ewbrmexa and PmNnO the No Max POM 5
x,s Seh Opli if e,nx Mr,dowis III,, e. daaleaece a LLr. papers, aaFXCanY. fee. Mal amen
Pam mpl law null a bb oldr steps
m M2 , twt ned, nxywl of finery pWugr.
po"Whes",rdury n•e4ne wrivi me vww wr drop
P ANWNYEN!
ul e PFS We ands, x grmswnlry w asid rof aam W uPx km'.ra Moll eMbe b ll bn bIof Nd Mlem re Moll
and ukpN
ry Momoseee in mmWerce Mm wpw roam M v. wNa w Admnmend" eyes
• NY NpFpMM1rYf n'A pXv ahYl oe tlkmnnetlM msM Yre eLaleontl pee Ppenlpq W@e
• iM mnMudM mnFe end qu entll Yremnweentl pmglly olµaxG N4ye Segeq 9wkanp Opaeev
All Panel as rank, and plow shall Is asanlN and mnwveo as Moir ewes nmwee end Me wW spoon Mal wan e➢e
Ni or sieges lnetl sand oral
CONOXOENCY PLAN
If Me PCl nee end corm by npelM M 1dWry m .wren Imp nron, w muN Se Moel b g a UKM C mg
(ylrmlxrl awe
0 A wawtle rwrpvrwrr uw Seedon evwWom etl mrya Addi rot his buticn is a rwOmil ono empa-n"And
IM rwlanerwN w NouN of "d M nmm dbeeMss wtl mnq]br and Yrvrtl M the bM1kNM r(m by rwupM
bne Q eM pewee mouu,. No nrm" Oil rail to mono May rwamnaa eon Ml mill In Me rro•p
trw anYatl end mluelb.mepdxne euaetlerwlvn'enterte Pepwassrl eyeMne nrnmsWrysM W Nitrm
eTGeltlulM¢
O A mMnb rednanwlt Mee le rm rvelnox due m exdetls ender ma IXaIfYF!rre Barmp eMrm In PWIfS dMralryy a
•MYei idha m,de ^n bGIU to
ollnrorvp6auodwar PONTS
'•%% ne eluded to Wenlrrya eW pl®rreri ens 11Pon IYWn Wtlx FdNl9 eeM arA,pe mlwyon
pp.sons.awlxmnedmeel...Pl.mrrr.nr.ree lily awar.mmm.rMle...uMx.namp'.pn raw e.ln.l.lxa..
mhelf MW Syl WNapO
NWon Shelf ne ewoquon evfim. Apr be mAn.lrrrmae in dony roudaw remodel d N. Xdm.l at the mNl
atlwm. x.AremrnA.mwM.vet.n. must Amory Mm m. mbemrowauYam.
<1.
Soll UAND TCASY C.nMP RTREATRDNTTAN" WTMXUNMR I CIRCUMOT"CE .ORIN•pPPIDIINTOXYMPM, UE pA
RNTERA FROM THIIINPOROTNER TASKMAY TAXXONOT R YA)SIMBOTANClI. ONTI YAY Rb CLt PRIM OFA
PlRbfl IRgI THIS f NTENO0. OF A TASK MAY BE tlFANLT O0. IY W A9O10LG
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SMUN RB IRO
ZONING OFFICL
BIRD PLUANING, INC
9 r CR01X COUNTY SPIA
1008192 NO AVE
I I or CARMICHAEL RD
NEW RICHMOND WI W019
HUDSON WI 54016
CONDITIONAL APPROVAL lawn(eNm Numhm
PLAN APPROVAL EXPIRES IL16R0W mnenoJ,n ID N<. I OlN18
2152
fi1T¢ T. If 111.B.Jdvs Bpleue xfe mboln iaao[Ilrt am wmben,
m.n m llamm,na.so,scw ano..rn.B mmss,na,nm m,mw
�s N Eva,III,Autnwnry
1 snwIr�e�nn P.m�
FOR. Oefmrype ¢nll5wnuan R¢imNmmn Regu4uduguseni 991554
andValiNl@sob,¢ hovelsbxnmr¢x,afmmnIONAL yAEPPOAED Wrsmnxrn Admm uneJmfoeea
, IDembmimen on,<n PONOITIONALLY .. fPOY¢O ID es@Mom
Chapter olloi. wm<nnam s,mmea, ., �nl, ur«mpM1ena.�m.n..,ee,ywn .m.��a
,pmlWwmg rnri anon hen Annµ mnrwninn or monsoon .ad Pm„<««w^m c,tor
Th Apo mv.I, word, domain End..m b, -mmm asA0(:). xo Ad' Code. in emmme the depth L sssnna we
r.auinean, l,a cOmmavolzl �mAnn ncoa<eio ae:�a�ae m, grnuna am an m.n�,�.nle.n of soil
,mnrr fpm[onex feu Imp a,neM1,apm,..m, b,rmm,un. A n„rmn
3 The< era blgnui level a(pr<1<ngea sa115< n.pptrut usa amie aelerm n<M10 below
prole A em 30 m<M1ea ,f aenA n¢<m p 6rn<M1<mrumaWel,, us am a,ei xgW„for6etlepuem memwl
n 3 ThemJ
Theb..n:^fi appb<alr,n mm m.In, mound ¢Hall nm zo gpa.r, wew Imes l,.ern¢Ale a s gPdn
a I"WtTx n aewn 9r is menu immee ialelS P^n I, nano pmamem n«9nirca 1, imrmvevmrt<I w.pr
m,ANmesoae,lnm
xnpmgan ,lop„lrbe stana51dJ nem<d I' dto mm Wese, It, da Leven M61 wamr rem
land Rod up slo"gear rLc ,end I'd to aw<n surtaze warertlremege 'lay fwmrM1e rya¢m ¢ee
enaa4 nibKS]hn tlapen
a Surface Her tlrve reeber Il, caper cl such
pY or In d CST
0 Per approval mall mo vaLd wlewir rnea ralMred to u<na y1MUM1v depth to soa l< wltl
<nen onfse es,baervee fore coot 3s.r acprne bwv Aan3 feel bale' Ne
ointment,vlblM1e us,arnlnenryr,emno puma mM1e depth an MgM1 grouMwaier on any
,0u pese6 or pomom o(pv<d,
9 Acup) of She eppmral le@raM.v.<M1mmummu«m prone the mauntl anum bongo tor 6r porymn
<rPlen eppmral ma aeon rvP�omn uswna
A<opy,fth"a 101,PIMI.ip«nnoan,madWr leananabbe a..am d wmgoonoraenwmi
,Iji by ewnonaa on, ...watoea of We vepenmme AEp may m,I,d, load mip<wn It plain mtlm EXt,
evere aabmmaa in lieu If AS fiction, ,wpa<rNn.ppm'a Word and end,, a pact Audit Is, aaarrmA
plans har mneepond wad Nc tops on file van the Doperrme t All permm rt9mred by the cum or ph hotel
�n"pday.of I, Of.inm v^ mmww . to mo..III or mll.L.m/.1to .Imn'.MMI'ln Inmo uon.uunion
Im I'll dLollb... .r moremcu.flud en Emnun Gomrvl Yoew of In¢m INOp shell M Nm wnn ue
@p tl44y, n.n myunpeismAing¢ emm
to gm.ng 05.00,orn us ni I mmrt.f Welf d Nue emgu.wry u Mo ryM 11 fgmre mueew me.mw.M.la
wmMu It m.tny lnm. meuuy f.. No, wmveut0 n.for =1 n.s lal lnn..unma in lfus mim
.Wl mi.. m. No per n fmI 1IM, 1,lfry fo. dMoMl N. vf. hJamg� IMM.""Mo..ml
Inpunu mrcunmv lm..amerynema No, M m.h mmea muelepn...... for low Mlmo m n me mam.
m MI lnlahNd
iterelr. FW agmrzes 1000
Fw zm..ms louo�
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'/C AANO IN Fein OI THE sr /. Or THE SOUTHEAST V^ AND IN PART 0' m[ NORTHEAST 1/4 Or
1/4 of SECTION 5, TOWNSHIP zs NORTH RANGE 17 WAST, TOWN or HAMITIC, IT CROIX COUNT., mscoasm
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ST. CROM COUNTY
S=C TANS M ENANCR AGRERMEN'P
AND
OWNERSHIP CEATUIICA'1'ION 1'(IRM
O.vnermnyer _ (fPy[_l�l�tl^ /�1/�cr�v—_ --._ /' /
A1albug AdAev1Jc(1lL�at�l 1n _ 1P A�f�' y�l
Property Address
(v nrwem eagmd 6vmP sZwwng furvummbumml���
CifylStete _ Pvoe1 ldcnu0wlou Number
LEGAL UESCNIPI'ION
property cnlinu4n L) :,✓� Y., Sec.J_,^T� NRI7 W.Toxmof Fyty,yd� _
Subdivision _ �. /1..l Ji Ivy r(� Ie e
Certified Survey Map N _ _ __ __._ volume _ Pugep
Weermlty Oeedp _._ �1-2-L�vubare ,paI
NPenlW In lnlbro, anabr l✓"
SYSTEM MAN NANCF' AND OWNER CER'fiPTCATTON \/
IlandeanOn OWOOIO utOf
rOnjnn.mrceerr Ymu rcPw-..r•u Oym er.ulimvi If III
I ba. m Iyvul®. ilrmnr
fheArt cen 41303ltriun u i Pinbe art,:uok rvnr uwe r 0 nl Wfmt, fte' aal xnliurwl µn novel"A Inn mn,
ICIXImIbWuv. y ,nul vfii��wo. x-vlpvq mv'M1ep ¢tunk'li X' cmnlWei 31I uNiwuv mmleume
The peyMovno aµ¢n In rN,mvo Nt Cmu tbwYY P UI 1 LnWIV IM{+ ll I un(oerr Imw nay" by Ift
o .v�LY•m..kr Plnwb^. Ywlmtuan Plwni���Iawvml PiWaI Ina Wrlkyd Puvt�.I rcnFi Ing fall I I I III OnNc
ynyARJelmll rvaen, 11 In nlyy ^^Peenpw Uyn& IX(3)111 rtnyanon and PnnenlN n t nrc<.uryl, nn qMn uNu
Im des Vl(Wl afdWlp'
1.^.e. trWen, Yr.IXml lure "On "a Jwvl rtpwrmenu v i'any b �n.wWn dr Pnv.o- e.—.er aupol.vnr.In Ma IM1.
.umnm.v am .. ....r lb lq.I®n Or nmm¢ end lie De lvcIn It v.Iw.I xununrs, Au:,e Wnenlnw
c salmi wn�IX llnlnrnw¢puc.ynemluc b.a®imlaa nn.Ib �Ilglmm,w,m„Qaln m.. sl unv cowm N.wilnen
Inurry{ Dryumein wi WnI lu a.r.orlhe Wre >ur apneulw eras
uw"'I tal"10lem '411ly lnnn el o-w In We bov ntayrom in]DO [ IIwe.Ila.m lb uwmnsl of Ne
I.oPeny desmlN NIr.., by.nee w e7may aew m:waea uPesilm o[u ra u9(er
Number
oaf bedroulmJ
p41GNA911 FF' AI'PLICMT(3) — Z'pATE
��
..'Any wf nnowo flat u nuflepmlW nYY wXd1 In We aanny peOny Mly M"I'l by lb PWnine C rndq{ IRPwmil. ••
IvcluN wiW tlw alrylluWnn rt`ndWImwry drd rynill de Ae®spI ofDmRlyl&eeM.n�Iy..fIM ncnllnll III n d
releleeee u wsee In IM nalwry, deal
(MV.9"O
�fisconsin
�l,anmtn a cmmrame
Du emM 16, bos
COST ID No. 226900
SP AIN R BIRD
BIRDPLL:NBENG NO
1009102 ND AVE
NEN'RICHMOND A 4017
S' , R,M ,
toll RANCH m° wROwi rah
Too. m 1264_aere
w.wwa ar Rase,
RECEIVE
J]T POH- lmppos, DEC 1 n 2005
LOSNGOff ICL ST.0401,4Un1Mr
ST CROIX COITSTY tr
1101 CARMICHAEL RI)
HIDSON N'1 h 0lu
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES. 1216/2007 ItlenlifcOpan Numbetn
TnoDNO SOM le)9J38
to
SITE: PCCo fHaBmlaen BIIe 1D ro germ]
Toxn of Hammond 9 Cron' Count Ptense all ry b^JI Itlemr![auonhe sto
5 t 14 S IJ R Fa RI'N above. mall come unanvv xiµ Ne e
Lac lJ straw„itn Petnr,txopp
wave snm
FOR: Ob)e[t Type Soil blununn nnermmen[m R,jmmm Obled TD➢n: 991554
nei'uFinaldmrlF RMve Msburnrc%lxcd(nr mnannual wall applicable par zmnrin AJnnmswtwo Codes
and Wuwnsm Smlu¢s. no Sol has been CON DI I TONALLY APPROVLS Dwowner.pis Jelineb In
cM1epler IOIIDI IUI KIs[wsin Smwn's, is resM`m ble-fun cnmplmn[e %no all dude dry aromma,
The fill] .xang donations, shall be, mat emmg consbummn or monanmwr. and prior m re[npanc, or uu:
I Approval is north, method pursuael to s Comm IS saLL N'is Aam Cap w estimate Ne do" to thermal soil
m hazed on an rnlerpretlse enermwh,nn pa.cess Aryxnsai nrdrc lmerpretne swgmrtmIn s Cmmm eP$ J0 es Aess CMe m t a Imonoe mdntheermhlingah.
hfmsl nIcrlv[evl oesmmi
aan Ihn rtdoxlmryhlc features are ten Ian A mcacbell the bonaml of the A bortmne ] The eradiated M1Ip11ea ked ofprnhmged snit sautmmn appnnea Imdv Nls Jnerminaunn rs fi incMs Mlox
grade perrlwhs LIuN 6R nmopo(6 irches of unuhunmJ, Inznu sell rsrequnea for aeequale vevhmem
and ampersaltrm.
I lie Me and trapdoor.... rate for the mama shall No U 20 Top Sir and me fear loading rate J 5 gp1'ft
J Casel pole; in a depth Of I S leads 6mneemen Pmv m Send placement I: reSmrcd m rmp.ve vmma water
moa ran the soil solum
LRetained
.
anapme rap slope or Re mined:Heat be m[nrparam mho the POINT'S ch m preseel smiace water man
concentrated- along the up slope edge nar
fthe mound" dnet surface %e dramatic
axroom me en. see
ntlan pis FS CCT rnrpae M1lolrcrz
6ttzm(aa uyn dnersmns malt M Inodlee m pat the recommrndalinns orlh[ CST
This apparel shall remain%did unless Are spit is allered in seen away WUM1e depth it, zml xllralam xnould
change or it saturated coal ... ns are observed for seven desiccated dls at depth, less don t feel Felon the
inflnatv surface ofthe POSTS distribution eliminated
8 This in am.,,rebn9uns"IM1e me ofeolor Pa^ems to emitrahe We depth In high S^undxveem an,
odor Pull or pnmons offal
9 A cups"!tills aPpmml Ruder and 111we rnd must ac[omises the mound Aslem hope,(Ira [his site an postpone
anion approval and Similar, I`emth Issuance
A cops'Ofthe approved plans spenlican'ons and Ihn loner shall be nrvstte during .... iue and Open to
UNPUum Fc aulMrized represrnmntz of the IkPonmenl. Would may mclude Ircal msip,i l , If plan odes shod,
miderrsuMrmM an lieu of additional pull planun. amps or this approal loner and 'We, fuel shall M ewched to
Plans thm connomns! Ild the mS (in file ,to IM1e D[panmmt All permits required as the slate or the Road
SHIN N o Ban
mairyLn rnun Fe nla med pno' •o enmmemermit ofnnnsm.nnn Instal hrleonlennon. If cooamnlon
pmfecwlll dwo,b,mcoreumaucs ram.,, I11 nC'umml\un,rnf lment(NOII 6atl he filedulth the
Jryanmmt l< do,, Mor to wy mtF disturbing sen mea
In Burning rhs eryrtm nl the Dienion ul hefny A bmltlmgs testues the right m tryune ehanges or ndtlmmns Ronald
mnd cons use mature them necasvrp for red, eompLance As per one nets I(it 13p1. nothing in Ibis moirn
shall relic, a the dcognn of the m. rllbrdp on drewpong a sale M1uddme xwnum,. as complainer
Inqumn concernment; lhi,cumsprgerlee as, Mmtle to n2 w me telTh,,, numMroared Mix ,I Az the eeldres
on this lenerhead
Sencervis
1,,ms an:l,, P.R Is aeteo,Her, Specalia
lmegralM seen Ions 6urceu
If ISIf�6' \'mu
I-15i uCom pu
II^nsA).'acommeecestar" o us
�tCg111MfCG..ROV
isconsWIin
Depn we mmnma
December 16 2005
CUSTIDNo 226W]
SHAUN R BIRD
BIRB PLUMBING, INC
1008192 NO AVE
NEW RICHMOND WI 54011
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES. I2/1641009
SITE, PC Collova Guilders
Town of Hammond. St Cre x County
S 1rz. NE I/4, SS, T29$ III2W
(fui Iqi SuWrvmon Famview Ridge Subd
MR Ob)¢rtype 5od 5atura ion Detemmnatton
a2ryeMBmpm9e
1N RANCH ROM
usla
Too. icm) zsea
ine
wa,ewamm.e 9m
A]"n' PORT IMyenw
ZONINGOFFICE
ST CROIX COUNTY SPIA
I10I CARMICHAEL RID
HUDSON WI 54016
IdennlatimNumans
Tnoncewn ID Xo. IP19429
site ID No. 69215E
Plme Mtn to am idetmlceoon numMa,
Wove mall wires OM nce With Nee e
Regulated Object ITT No 9915W
The submwel described above im been reviewed 6r conformance with applicable W iscomm Admi usliurve (Act
sd Wtomem5mutes The submmnl how been CONDITIONALLY APPROVED TheowneeasdeOrMm
chapter 1010HI0), Wisconsin 8uw¢s, is responsible for wmplimce with all code regwmmmus
The following cominone,hall be met during constmcimn or moallatmn and poor to cocupancy or wee:
1 Approval is hereby glmul pursuanno s Comm 85still, Wit, Actor Cade, to estimate the depth to xesonal sod
intoobssed ono mtmgnive deteiminauon procuss Approval of the interoreuve determination "gates the
onations Comm B530f2X Wrs Adm Cade m designate Me ground surface Mthe highest level of sod
u ciswhnreo,,moMhicfua sarelessI 4mchesbelowtMNtromofNe Ahonoon
Tor, nnmatei hmaest level ofpml0nged wil saturation approved under this determ ninon is 6 incba below
grade At licit 30 inches of mind IN on not inches of unmrvrared,Inaitu sod rs required for adequam ueamrem
and dispersal
3 The basal sod application rate for Me mound shall be o 20 tOd'sf. and the linen loading raw 458pd/R
4 Chisel plowing to a depth of 15 inches immediately prior to send lineament s regmred to Improve vertical water
om aen into the soil Smith
Landscaping up slope ofthe mount shall be mcuryonud into me PO WTS destpp to prevent surface water from
courcerintong along the up slope edge ofthe mound and to riven surface water drainage away from the system. See
enunendauons w CS I for side slope Turns
6 Smfn, warn drvustom most be installed as peethe recommendations of the CST
'/ This approval shall remain valid unless the site is altered it seen away that The depth to out saNmlmn would
change ar dsmmmerd conditions are observed for seven conseauve days at deptM1s Ins than 3 feel below the
infiltrative surface of the POWTS distribution component
8. This approval in no way rebngmshes the use of color pattems to estimate the depth t0 high groundwater on my
seder parcels or pomam ofpercels
9 A copy ofNrs approval liner and awchments must acmmfam Me mound system deiagn 6r this site 6r pmpxs
ofplm Vpoval and nniY p mn Is5u c
A copy ofm, approved plans, specomabona and this Inver shall be on site dunng mnsWgon and open to
inspection by authorized representatives of tile Deparmc nL which may include local inspectors Ifplm index MUTE
wen submitted to lou of additional full plamots, a copy of this approval letter and index son shall he atuched to
This Nm correspond wuh the copy on file with the Depemment All pomtu required by the state or the local
em UNRIMRn
her 1211c_w.
maturcipalim, shall be obtained meet to mmmencanmt of consvmtionM1mtellatmNopaation If this conetmehon
proton will dtalmb am or more acres of am, an &onion Control Nuua of Intent (Ni shell be pIW with the
hrytment 14 dap""to any mut dustabing activities
In granting the, approval the Division of Safely&Buildings garments the right to wal among or addtttona should
retaliation arise mLLtng them naresuy for "a campllance. As per Yale stale 10112D), nothing 1n this reemia
shall teliae the damage, of the rahanxibiLty fordesigm ing a afebu11d1ng, muuure,maunponrnt.
Inquings concerning this cutrcpundence may be made to me at the telephone number listed below. or at address
oo this leuerhad
Bought
1..mre mar .weai e/sracl.hn
IntegmW favors Bmeeu
p15)1 Vmo
(]15)726-2549 For
IBrisky®rommvce rio wt.ue
Few RegmtedE 100.do
Few ad$ 10000
Balance Dues 000
WSMMTwde'1633
Introduction: 10794 $ 8
On lure 15, 2005, Thomas \elw¢ CSTM Ennronmemal By Demn conducted a mal and ate evWunon
on propmy, owral by Collova Bidets Inc, lauded in tR SE 14, SW Its, Sawn Si T29N-I Ins, town of
lend ofwa plead u Ibr ra or Flan Vxw court
be con, ands W ors i Mob todaemme ale ktlhen
soils were my
for
onsotnna Mem trough be SuJlcdon dmv toonmulMtent the
side wine De bond for an Ammo more a ryurn thrwtlM1 en e, Commmate anawmnoo ss dmgutM by the
Wiuonsn Department OfCommerce's Atlmmvnnve Cone, Co85
Methodology:
(acklwe this ware prowded for four bent I through a, with rmeryrcumpns of the uses emtualty, bong
cmWuuei by Sears ma re]mwnoryeuc ryNru, soil owns", mil structure, wa color purwem to the
proposes same Chyme, Comm 85 of Use Waxonvn AdmrmmYrve Code and o" Net USDA-NRCS and
deemmrve rosem
OunnB my field rmg Mon the WWrep s maryholatlrW futures, container, end hydrology wa;
determined fine the baryon of the purarmre Exterminator, u defined red Contra 65"2) of the
Wizomn Aam mums ate (We
uWn wamicamn of ow tailored held data wnrch malm,m the acawaae announcement of dw Stay named
pvemem. site home, aHerS aw®r. ud tho rmerymwe,soon ease heen aer'eloped for renew The
meet Is to dmmSnrnet a nnmmum Of inches of umuumM and emsu on thus site attl any
mnumcang factors on are wcWd allow the complain rmialnuon of mound system sming a rm]mud
use for this pmpmy at allowed! under Comm 83 44I Nb) of the Wisconsin Admwnrowe Code
Local Hydrology:
The Intel hydrology ohke siters aMuencM by the average of30 inches of sentiment remvW The coal
propmim arm IoulaW mWgrapby both,assume¢ water Sentiment on We property Sdwrel ewes such
an hosed around and worm aeeperemrea al base mer r mllumcea dumng the system momhe when the
ground is foam, there would IS an accumulation of army was any mucturg Simon rvmm8 off the Ste on
me auAee untie ground Sprig here would produce addamad surtere wwNunnl the gmum has
thawed Upon thewm8, the nMumu on groundwater levels would he minimal due condo location of the
with ru neared upilope wateMm The 5 fromen surf ce all would din had the slower penrcnMlity
treasures S,m tenpcno "plmtpomhwmlapmv removalofmilmoim th gb
caperaton and eraWvewpuseon
Local Geomorphology, Soil Disturbance, and Local Topography
The gmlogrc rmeryteunon or W s un mrccdy teletM to fie glecrd gmlogv ofde Fatten SE Croix
Morurc, a Around moruce that was famed by the auumulalrun bmesm me all nM resulted in a
compoeuon of stony, reddrm-brown glegd Chat Rosa gland windblown ells fired loess dgwplslNE
aepvs me all Below is the Censored befirock Prime Du from f menu, a dolomum] Immuone
fomeuon god Forming so ismes Use rerullW in whet is known as the NonMm Tel Uplands mr6
cons m dark ml y seats
The you wed probably ongmdly in crop pmdummn prior to its development Currently it is pW in
wastes wheat with Am thughts bwrg 2 to 3f in India This voyae has e 3 thermal slopes uW was
probably formed u the ndvmaon ru consist the ledrupe, retreated, aryoStmg the till mmma, roam et
the rounded knabe of the h W.W.TS.
Conditionally
APPROVED RECEIVED
OEYIRTMEXT OF COMMERCE
euny Age awlDlggs DEC 132DD5
yarn 6gFETY& BUILDINGS
FE C nFEEp IDEN
Soil Series and Mapping Units
TM St Comx County Sod Survey M1ev mapp d tMe toes w being ofvlasmy slit Iwarn, 2 no6 percvn stoves
wb& cossets ofgemly doping, modmatdy well drained wdv TMse sods are on low ndgm aM kmlls of
graoM motnmp They fomlW in sJty, salusm mW the wWMymg day loner till the Van sods of Nis
rtc repramtaMe as destroyed by the Sml Sorvey"arc «pneemetl by surface hounthet is
approsimmdy B mcbeeofdark gnNo brown air loam The wbmidera layer is clerk yeWwshbrown,
fnWIG heavy silt Item and about 31 inches think The appu part is duk brinsn, Enable, heavy silt loon,
and the lower more brown and tlmk Wayish brown, very firm, mottlW clay loam The substrates, to a
depth turn inchq n olwe brown, noalal very! clay does
Dah
D The sods eWuauon report aM system design haw been mcNdetl withths report
r A wpy oflhe USDA Sod Sunry map that provides the soil-mappmguM desnlro] Show
➢ AUSGS Topographic Map revealing they towspaphy, of the site
➢ POWTa[eplan. representing Nebel louuoo entl 4yout ofthe syflanibatbM tmta end
durables the systems discharge water
Government Reports
Uncy musky, wsconsin Department ofCommand Wastewta Specdiet, me nnW the site "found
no reemsen not to support the site's mils and landuape position, bung suitable for an AiO nmuM Aspic
system
Additional Information Unique to the site
Dump the evaluation there was the observation ofbtolagrcel aconew in the from of mom burrows eM
roots Was, dome was recogmsstl at a depth of reaches in roans l no at a depth of mches in horns
two, and 10 inchn in Trump 3 Root Semi was observed at 11 move on boring 1, 12 mcMs on Wmig 2,
and 10 mchen on Mnng 3 Ties rarognmai No Neae comm t acunues we correctly nor apparent in
naz tIW are sarmmed Sir long pmMs of time this most first year crop (wmta wheat) and away wit
spnenthere f ors firirbersubject the arrowroot NY then panion of me, profile dues quickly aftaa
precipitation evert
Recommendations
The rewmmdieadd(mthem worldbror platy, bbure, in momi[aadgrmont than kmcbevq
in tobrWmp die add msidecelis momentthe platy, stmcwrema morevadmlund him [hen adding
h511rLmn Prom[heu rovielope oft inches
nedi 3nradars of pop G33eeme hRintobeplacMon
the pmers; area This Pwvitles[he 36 mchc ofverucel nepazoion [o provide me o-aanent o(PeNogemc
customers;
TMrt<pnmmdM round Moment uses a by de IOMmgtoteofer5Spot i to en imamarilapphand n¢
ofo2gpNR° mean sssllMacwmt toe 4 byncommn.Wetivelyonommhe long are meow de
ewendMes down eope tce am[o l uncommon. on
oe easmg[M beam oaand eco m[mg
so dunces of too advanwith a 3 Additional motes, these did n the upper [ate edpMope
of the mamd will be communist
to bZa eope me a 3 1 mat elope at her end and the
1 ate slope for the I Nmnada stoma Lope) n
s pane minor
(Nis bong Npper M o eat (See
included
Nuance sof uspended
roost Imgth of the mowW)th as to me divert
aeons weer strains stover dope lsae imlmea atggented moth aeMl plant Firmly the aaegnretmrea
that a wW«Lvauon ditch W mermlld above the mount eo as to drvM placed wards drum the upWope
tree Tkp tlwuld be ivtwed with a 5 1 dope, awidth ofekven 2<L, and onented w that it travvva the
wmmr slightly, deal off the nin off weeks- matte and down slope athe Count area
Conclusions
It is my belief that the suits in the met of the opposed POWs will now be wenratM above 6" for seven on
more conscience dam fa the founwmg reesom
Y The dednbed wls in this location remarks me merged description, Whieli mereamu near
desmpnon more sandy day leers and sdry they in the wbsttsNm The plory wile laatMa
depths of ] to 9 homes are possibly due to famous gravvcea and me he over come by the deep
clod plowing
The bmhogical emrvny in the suit as narrow" Lod by the rooks and Truth Wonn be owned, much
test the all has not hen saanyed in the mop recent Flaory of the sots These activities mum
sweet in smeared conditions
➢ A datgn with a long are narrow system repmsentmg a linear loading Late of S gallons per day
per foot are an iki eel apphwnon rate of 02gWft2t This confirmation represents the Lost
duckhro en of the wastewater, spreatlmg It over a longer Law. With the mcmead hdgN of the
ormd, there is the assurance that there will the 3 feet offihmoon between the bottom of the
system and Nezon<ofssmra4on Also built into the pilots the invosed dimmvon of the
updopeoftthmoues, Them
mlat tw slopemthe IJ21CwtioM1andthe wNnonroo ontote
ditch vbosctFemound TM1eselvpuwo additional fwtuCu well mmsms wRoc that
onto the
mound creak om oncer elevveift behind tM1e system TFetoW deem essma Lhat the
ieywr filter
eomm 8341 mime Wwown them isnoiinfCwemings, nietwas to
pmpngade me wastewater aid mspreethat them is tin inflame aimnuge, rem discharge going
brow gaa<
➢ The mowM spite aeu®t are management plan provides preps treatment awanewmd ere
eepedal system memory Aupukhr , the phase numerical addteesev the mMods uA design for
mrsturrical ant despemal of the wastewater below the ardsort as addrem] by the code
mluwennmla
➢ The month ofMay and way June tad a gat hmmht octane went days and even with Nis
wrest amount ofancip:mnon the holes W an The ware AddmmWty, me raiders powers that
were obsavw were presumptively more interne tropical the sods profile suggesting that the
upyer Imels where redo, connote were observes were rear mtmatea for as long apmode Of fine
The final authority for tlw site's appeared reds was (Ike appropmte regulatory secured: tire
Wisconsin Dependent of Comment and the R. Cmie County young officials
Thaws C Nwpi
CST 227387
fomenter 82005
I 4
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A 11' A' S 11' B'
2' OepN
1CIKb botlom
Scale 1" - ]0'
meB C Nelson BM1 Top a iron pip.100.00'
Tbo
I mas MM2 Top ofimn Pipe M22'
B1 8[ SS'
B2 Bp 52'
B2 B126'
w..mrasRM=mw�n�
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IdJ313M Snal, New RkNnm4 M'I NISI43 7I3-3d6U3d
PC Collova Builder;Pmdmq
Property Dmrer PerttllDp PNe _D(_
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- Merrill • WDI, 00IMmIlLanal M.W. 1601ryM1 'EMuaMR•BWe<aB mph eiq lGGB do nyL
no Deferment of Commi an equal oppommty serviu prm,dm andemployer Ifyoumeedxsewwmaccesswrvlcesor
nm3 materiel w an elt¢reie former, plmse comm 11M1e degmnem at 608- 6 31t1 or W`C 60836o l
l
Wn TM M inm PTO 10000'
O Top of von ppe 99.3T
8196.R'
94 3
W 99.6'
Lotcanr BW B]9.
BW
11Y 6t
1T �y�B2�
I
i \\ j.16' ■ sloin
r too
t
96'
Farm View Ridge
�ScWBpn Lot 14
. MW
Rrvncp 1til YluS
$UIL MK F'
PLBr PLAj
9B'
nomu c Nelson
1227387
Mound area
apponimally
3]'by 136'
&aie I"-d9'
BMI Top M Iron piw WIN.
BM3 Top a irOn pipe 99.22'
B1 96.65'
02 Our'
B99L26'
( 0 S 9 A 2 O
11'vnde aversion catch
91 side slopes for lM
purpose of dloedbg suncce
vsbr fmm the back side Of
the mounp
Tfrs ditch traverses the
camam and drains
south ofthp reopen.
1
A 11' A' B I1 B'
Bill'
I'depm
1'ditch boXam
Farm View Ridge
Lot 14 N�►
Rtmst 1L)16JII
T^ITERPReT�E
T�=7�aINn;1 NJ
sv� P_,,J
commerce.w. ov SAFM AND BUILDINGS DIVISM
9 l dowmed semae Nerves
13 did all all
isconsin NSPECTION REPORT C�apw(awmFeb. col SSRe
a emwcwwnaae v15I7228:a
Date of lnspec6om June 9, 2005
Protect Name: CdlDva
use Residential
Legal Description HE My, SE, 5,29,17W
Site Number NA
Subdivision. Lots 5, 8, 9, and 13-15,
Farmwew Ridge
Municipality: Town of Hammond
County: St Croix
Plan Transaction Number. NA
Surgery Permit Number. NA
Wastewater Flow450 go
Persons Presem T. Nelson
Plumber Name and Address:
Unknown
Gagner Soil Tender Name and Address:
Tom Nelson. CST 227387
14321201n Slreel
New Richmond WI 541017
Career Name and AEdrees:
P C Colson guilders
Po Rude 489
Swlarset WI 54025
M Grier¢ sdis omission was Consul at Itre above refeianded Moor as Per dretnn policy for all sites bth Was,
Man four inches of unsaturated aoa below Me bettor of Ire A founded The totem of this investigation is to
confirm inflal observations by one centred sdl tealer (CST) related to Me o s5ence p absence of bobvincep is
Manures in the A foul al subsoil 10 situ sdl mature, structure. and consistence factors was also reviewed
s May relate to wastewater appliczuon (ales. OMror site overrode sons as percent and diredion of slope,
underside Position, land surface contour length, and surace water hydrology may also be noted and their shares
are factors considered in me recommendations and conc usions potion of this report
Try imeslgaton is Me second one m Ford lob due to a mange In Manner sal tester add poor wool and
lgnMd wndinons on November 29, 200C, when Me IFebal Mails raven gaton was complebd.
00-01'
1MR M sit,
2msbk, me, as
00.07'
10YR Y3 si,
I mpt rah,re
O7-03'
10YR M< d,
t mpt mfgcar
09-12
10YR MO d,
lcihk, mh, vnM M f 0YR 55 mih
Lot 649IA10
00-0T
10YR Si sil,
2msbk, rah, as
00-08'
10Y M sil,
2msbk. rah, as, Ml fid T.5YR 5M m1s
08-11-
10)(R ua lust,
2msbk, mM, no ads
LW 13
L+J
00-06-
10YR 28 sit,
2abk, do, cw
Fri
IOYR4 cl,
2mptmfgwlc3f10YR5I6and&3rmfs
i�cJ
Slmllarto Lot 15 below except the subsoll lacks rarer features for 3-0 inches below the A humbron.
Feasible plow pan tension saturation might be expanded since no radox were observed Moroi
below Me A hoRon
Lot 115 AeJ
00-06' T SYR 252 all, 2msbkunit. ow
06-11- ) SYR 2 52 all. 3msbk, mfr, as, wi 1.SYR &6 rmfs
11-15' 75YRal3d, 1abk.m0.RI75YR5I6rmN
Page 2 of 2
June g, 2005
P C Collbva Site
Two other hand borings on Lot 15 revealed similar contlNons Redox features were observed in Me A horvm
and In the subswl balov
If mound systems are designed to overcome IlmAatiwS of llgh level of seismal aka saturation and slow
permeadllry. the linear Ioedmg rate should not exceed 4,5 ggNt and the basal wastewater application rated
sl M not exceed 0 2 gW tr The addhonal basal area wall parM1ally companute my the gentle land alto and
Prevent wastewater leakage at the mound too At least 30 Inches of sand dh is recommended when applying
septic rank effluent M Ifo disVibu4on cell of the mound to ensure proper treatment. The longest pmbM of Me
and must be orientated along the contour The mound shall to constructed w dived surface water mound Me
round structure as much as possible. In admixer an up slope drainage ditch slrould be considered an is
determined Net surface or subsurface hydrology is ImpovM by intercepting water and diverung It away mom Me
round silo Deep chisel plowing may be needed to Improve Me incontestably where a Now pan appears b
resod downward water movement
spedal Comments
1. The down Slope toe of Me proposed mound area on Lot 5 should be wan clear of drainage way sell
conditions near the drainage way are very marginal for proper dispersal of effluent mom a mound system
Immedately up slope It Is recommended Mat the proposed mound area be moved approximately 50 feet up
slope. property lane boundaries would have to be reconfigured or an easement granted for placement of the
mound on Low Sou testa would need b be redone to verify suitable conditions In the new area
2 Even though I specified the maximum linear loading to be 4 5 Madrid, designers should try to design systems
at 3 5 to 4 0 sell n possible
3 Two sal borings In the proposed mound area on Lot 15 exhibited real concentrations In the lower pad of Me
A homm and Immediately below In the subsoll Tbas area Is somewhat more level Man other areas and more
Precedence may Infil Tale Man on a sloping site In addr on, agricultural practices may have caused some
compaction in the lower pad of the A foram and upper pad of Me B Turned The combination 0 more
mfiNal and weak soil compacted may resull in a higher level of Saturated at that ate Man at other areas of
Me plat Copies manage moving to another area on Me lot, mmibmg Bw area with observadm peas this
next spring (see Comm 85 80(3) be ra'Imrenren6f, an compiling a wnwnarg explanation of why this is
becoming and why It not a problem fire proper system clansman
8 More are any gues4ms regarding that npod, please mMact fire.
Leroy G. Jansky. Wastewater Sae iairst cn ❑ county [I Bumper
I.yansky�ccmmerce state win us E-mail ❑ CST ❑ owner
71W2625WVoice 71W/ 2WPax ❑alter
commerce.wl.gov
isconsin
tars and Buildings
13
&Space eager
Ohswast Fella, W I UseIdeas cusur'so, as Brands
s
pwM
November 16, 2004
CUST ID No 226900
SHAUN R BIRD
BIRD PLUMBING, INC
1008 192 NO AVE
NEW RICEMOND WI 54019
REQUEST FOR ADDITIONAL INFORMATION
SITE: PC Coleco Builders
Town of Hammond, St Crmx County
S 1/2, NF 1/4, S5, T29N, R17
Lot 14, Subdmamrt Fartuvmw Ridge
FOR: Object Type Soil Saturation Determination
Regulated Object M No, 991554
Fee Required $
10000
Fee postal $
10000
BalanceDue S
000
WrSMART code
7633
Identification Numbers
TraysaMivv ID No. 30'19428
Site Please
ided to
Pleasereove, in all correscaloon
pondence
numbers, above, he all correspondence
m meagency
The submi
ttale revieedabovehas been placed on
subject
HOLD A the review and approval Is pending by this to receipt U of the ADDITIONAL
INFORMATION and/or d plan plans requested by ens lever Upon Hance of the icaadditional
le
information and/or revised plans the plans will be reviewed for compliance m applicable
Wisconsin Administrative Codes and Wisconsin Statutes
The following must he cotrectedhervrsed and accompany the resubmitted
I The Interpretative Determination report does not adequately show that this lot has at least 6
inches of suitable sod for a mound system The narrative has a number of diwrepancres,
emors, omissions, and inconsistencies that need to be addressed prior to approval The
submitted may want to consider engaging a licensed professional sod scientist to help with
submittal of the revised report Sce comments on the report submitted tinder Transaction
Number I009283 for further explanation
2 It would be very helpful to have a full-size copy thatch the preliminary and final plat maps
for this subdivision
3 Submit three(3) properly sealed, legible. and prominent copies of all revised documents for
To% low
Send your nsubmnul into the address listed above, unless otherwise noted, and the department
will review the resubmntal within 5 working days of receipt date Please include a copy of this
letter with your residential
If you have any questions, after reading the above comments and related code sections cited,
please call me at the telephone number below I r the above requested information and/or plans
are not received within 30 business days of the date of this correspondence, this submittal will be
rotor ral denied No fees will be reputed, and a now fee, application form, and submittal of
plantepecificatinns will be required should you desire to continue with this protect The code in
effort at time of new submittal would apply
Sincerely
Leroy G Jansky, "SS, Wastewater Specialist
Integrated Services Bureau
(715) 726 25" Voice
(7 15) 726-2549 Fare
IJansky(u?commerce.smm wi us
cc PCColleen Builders lne
Zoning Office St Croix County SPIA
wmr�wrnwwr�xx SOIL EVALUATION REPORT i.G,j—tl_
gMipSlp.'nMM'q.
.WI•enKMu na-imnmmwmmm nn vm �me SwF .l`
w*IWId Vp i.O
p.s.nu e.l,nsm�we.mnw+ue w evsi•.esa�uuiwrx�
YINIY pInr.Y inbmuUon, Intl% O.Y
561 IA Ta%n A 17EtMrW
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wI�J�/JDi'AJO��'�►�s1�m15�J���.
PP �
Bv0 IPmOing. Inc Snaun &ra 226900
m co uaea
t IHI6 t92ntl Ave, New R¢M1montl WI SC61] S_Y—Jy 7I5n246i516
PP �
Bv0 IPmOing. Inc Snaun &ra 226900
m co uaea
t IHI6 t92ntl Ave, New R¢M1montl WI SC61] S_Y—Jy 7I5n246i516
lo+
Frtp1y0 P.mi IC3 M1F 2—M_
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474 o ❑ "
5�ru ow.wmbm.r.. ma Nn DennonmtNim.fr)n, �i..w_.._e..
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Tp[Dcpu ucd ntCommeea ummte Iapparnoise mrieeP t&qi Wmpby IfyourcN Yvuuocewn'vu vrvwe.a
veC maleNl in m llrcwle (omml. PIW[ tM1Nn IM1[ hpnmenl Y 6Y8-2Eb3131 or WLIM-61T
3.
Soil Test Plo*ate8104#
P�
Project Name PC Collova Bill Inc
Address P O. Box 489 Somerset Wi 54025 900Lot 14 Subdivision Farm View Ridge
NW1/4SE 1/4S5 T29 N/R17 W Township Hammon
arrive Q Well Pt, Property Line County ST. CROIX
e.N.• Assume Elevation 100 ft. Top of Survey Iron
kk BM or VRP
•HRPSame as Benchmark
320' Props y ins
B-4 Top of 112" Poe @ 100.2'Allermale Benchmark
e-1
System Elevation 1025'
3% Scale is 1" = 40'
Slope ❑ '3 unless otherwise
noted
e-2
99.5' 100' 100.5-
Property
Line
320' Property Line
a;is punow