HomeMy WebLinkAbout032-2093-80-110
PRIVATE SEWAGE SYSTEM Court' St. Croix
Sa'ety a'd i!ninar_ C.; islet
INSPECTION REPORT sa'tary Permit No
(AITA;;II TO PERMIT) 606912,
GENERAL INFORMATION slatevan Dnc
Pe•sanal irforrnat on ye.j provide ^"y oe u,ca rnr ,ecr ~ncay ourocacs IP'ivacy Lan s.15 Oa ;11:-i'
ner-~t Homers Name: C Iy V Ila;e Tomisrip Parcel lax N,.
Darrin Swanson/Joann Hardegger TOWN OF SOMERSET 032-2093-80-110
CST 1310 E uv. Insp RIO clev RP,1 DesG'ipaon Sectic•vTnvnrRangeMap Nu
$5-S(~ OVA 24.31.19.9178-10
TANK INFORMATION ELEVATION DATA
TYPE PAANUFACTURER(nJ CAPACIIY STATION QS HI FS ELEV.
K S
Septic wY F,' LA.- 35 /ZLId bencnrar< ' '#0,3 94.1 9S•8r~
Dosing g. At BIA 7.33 gSS 83
e
ton B:dg Sewer x
I a k 5125 'e+'.
Holding s7Ht Inlet NW $
TANK SETBACK INFORMATION s)Hl Ouuet /a.
9~ I, 3 $5.8(0
oL~.
TANK IO ^^P :L WELL BLDG. cn; Ai- make ROAD D' Inlet
Septic, )
5e DI Bottom
~!4 Z - IS 2 Bp • 9 b
Dosing r gy 3e f Heade8alan.
/a7
Aera!ion Dist. Pipe ~S "O V'
~as.gs
Holding - Bot. System yJ ~pS
/oS. IS
PUMPISIPHON INFORMATION Final trade /(3-Y .7
Manufacturer Oemand S Cove,
GPa1 d- T~Le~I- Cep 7•x~ F$- 83
Model Number
TDH Ldt Friction Loss I vS yslcrl IJleac TO Ft * V b -7.6 , 0 60 7 /05 -1
Iota
Fcreemar, Lenylh Dia ]is: to A'i
z70 Z Ydt 6vK /L.' . lq yg 112- . 1z'-74 93 AIL
SOIL ABSORPTION SYSTEM
BED/TRENCH tuioPi ) _ervgth No 2f -~PrcrPs PIT DIMENSIONS No. 0' PCs Ins, le Dia I icuic Depth ;I I
DIMENSIONS z- "T(G~t
`J WJC1 ~
SETBACK SYSTEM TO P:L BLDG WELL LAKBSTREAPA LEACHING R1a-'u'aaurvr
INFORMATION f CHAMBER OR EZ 0 'i
v' U VI Sy5:Cn1.
"-Q > 50 20~ zo a 5 50 ' uNlr cacti
Ge w ...Q
DISTRIBUTION SYSTEM F.9 : /8 ~e
HeaceJ.a, tole I fps^It,-U:' <ITO,S'zU xHn.e,S1no-g Ve•~te Air Intake
L~nal' ` Di Snac'rg
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth 0'e- D.:l' Ove• o Deplh 01 xz SeetledrSodcec ~!ulc`eo
Bed`e^ch Center Hen Tfennh Ftlges '(I", ` cs INo Ye, Nn
COMMENTS: .;Include code mscrepencles persons present. etc..; Irspect on #1 1n~ Inspection #2:
Location: 2020 111H ST / ' ill J•- 1.1^~lS~-a f
1.) All BM Desc•Ipl,o., = Z^ Ga~J{ti pl ei
2.1 Blcg sewer length =
Ey. S4,Inq 75 A ~1
-amount of cover= ,J •K~ C~V~w~..er ~~•+~0,
/f 7 StZ Pf Ow CJ L/"~/
Plan revision Requ redo [ Yes _ No ,
Use other side for additioral information L-7]_1 4,
Dale Insepc!c"s Ss a:u'e Cerl No
SRD Vi0:R 3 :97',
~sAl-old
~srnairrE Ts nr~1rS County
-°V '"a `~V ,1C?1UI U I'rnls
Industry Services Division
1400 E Washington Ave
s f e - Sanitary Permit Nunda;r (lu be filled in by ('o.l
PS 1 P.O. Box 7102
q ~ Madison, WI 53707-71 2
T~
,Sancta TI"It /~ppl1Ci1T10_ A State lnmsaeuuri dumber
In accordance wnh 51'S., 353:x_1. `hiJm Codc,.uhmis,ion of this ti4m to lire appngniate Ruvemmenlal unit AX
1 Is required prior to obuannso a sunilmy permit. Note Application !hails )Dr slate- J to
Ili: Departotenl of `onety' and Professional Scnis. Pcisonal inloo lalnm %ou provide may be used for werindar Nn{iwt:1JJress (i(Jill-cleat dim mailin; adJlns,l
purpose,; m ac.!ndan.c with the Proacy I.:oe. v I; !yl I hall. Stars. - 2020 Strccl
1. Application information - Please Print 111 1nfermalion 1
Propcny Owner's Nara' Parcel d O 3,9- 0 - ~V l 1 U
IJarrm Swansow h•ann f lardcega
1'ropcrly 0"rcr's flailing Addncss Prupeny I ocaiun ,
Nil) 741e Street
_ (cow. I.In
( its, Shnc Zip Cede Phone Number SE S:, SL 's. Section 24
Svncrccr lfl 54024 1c~5clc onei
'i'{IIS R19t orW~
IL Type of Building (check all that apply) Loll
❑ I or 2 I-amdy Dociling Nu:nher of Bedroom _ 2 I Subdoislon Namc
1onle I akc Hllla
U Pnbhc'Commcrcial Dc>eribu i,c ~dCr2 Black a _
❑ ('uv of
State (honed - Ucunbe Use - i ❑ A+illage of
n ws CSM Nmnhcr
I ` ~ cp•®. r1 & - ❑ Town of Somerset
I11. v a of Per`mii (C hhe • ~7• 'ne AG. Cum he line B if applicable) ZOYWI X0,
❑ Sew W lem Q Kvpla:cmenl Ssstenl ❑ I' muunenul iolding'I ank nteplan•ment Only ❑ caller N1txliticalion to Gsisling Systcm kxplainj
n Pcmnt Renewal ❑ Permit Rovisi,!o Change of E) It. ❑ Pciloo I Twister In Nv,s I.i sl I rev unr: Permn \umber and Dalc Issued
I306le I \jinaliou Mother owner 3114161, JV9 21tn1
=Non-I'iv,,ur,/ud i_ m: Coal onent. Device (Check all th It apple-•..1 Io-(round Pre,surwd In (;round ❑ Al-Grade ❑ Mound 24 in. of suitable soil ❑ Mound
24 in. ufwiable still
t I T J)ISpcrsal l\nnpnncnl (explain)
❑ I ncucalmcnt D vwe Icsplain)
v'. Dispersal: I'realm I Area Information:
f n t sc pfd) Dc n ll soil Avidlemon lhfers.J Area Rcgalled I Dlspcnal Area Pro ed isle S%Stcm Hcvair, -
61n Kuc .pAdi ~J~ 9(10 105.61' ✓ -
u . -U
v'1. Tank Info I-apa;ily or -
Gallons $ ?
, _ Tulal a ul f1arudacuuer - =
NcwTanks koon.t Tank. fiallpns Cniu s d v
111 C a .n r r L li 6.
SepOc or Holding '1'allk 12(x) 12(X) 1 _ 1 scr mcrere U El ❑ ❑ ❑
Dosing Chandler 800 _ 81jQ I R' Icscr oncrele ❑ ❑ ❑ ❑ ❑
j V II. Responsibility Statement- 1, the undersigned. assume resplmsibility im' installation of the P0v1TS shown on The allachcd plans.
Plunlbcr . Nmne 1I nnr, Pluruber's Ig ore r NIP MPRS \Laohia Business Maine Number
John School! L-L ' ?;!a': 715-760-0186
I'lunlhers lddres Strccl ( icy. Stale, Zip (11de1
6161561i;lvc. Somerset, WI 51025
Vl:uunlvi Department Cse Only
\ppr ned ❑ D1sa rose) Perron I c e ` Date we ~p hrwn ecm Ste to
.r nRc;uon tar knhd S '7"OJ ~Z 0 _
IX. (C. onI ~T )Reasons for Disapproval
1. Soic Mnk, c,%,6n: Ohl- mil, IC: J 6L
uipecm• cell oust alo a_, ~LI
_
as par Mw Ilgemen' plan p,Q 4ded t1Y ,+Iw11M . Al [ akil-
2. A/ atfb~r8t t1,Mac•1elvs must w r. a.rt;' it f : 1!
iM pttr *MiicnbV~ a1r - I uirc .1rmI
\rtach In rnmPlcle Plan. fur lire sy4em ~nA sabmil to lire (ounw oats on P1IIa'r nut tesx Ihno a I : a 11 mchex in sue
r
SID-6398 i R(1: 141
CONVENTIONAL COMPONENT DESIGN
INDEX AND TITLE PAGE
['reject Name: Swanson/ Hardegger 4 Bedroom Replacement Septic System
Owners Name: Darrin Swanson/Joann Hardegger
Owner's Address 2020 77th Street
Somerset, WI 54025
Legal Description: SF1/4, SF1/4, S24, T31N, R19W
lownship Somerset
County: St. Croix
Subdivision Name: Turtle Lake Hills
Lot Number: 2 Block Number
Parcel I.D. Number 032-2093-80-100
Plan transaction No.
Page 1 Index and title
Page 2 Plot Plan
Page 3 Septic Tank Specifications
Page 4 Effluent Filter Information
Page 5 Dose Tank Cross Section
Page 6 & 7 Pump Curve & Specifications
Page 8 System Sizing & Cross Section
Page 9 FZ Flow Information
Page 10 Management and contingency plan
Page 11 Septic Tank Maintenance Agreement
Page 12-15 Warranty Deed
Page 16 & 17 CSM or Plat
Attachment 1 Soil Evaluation Report
Designer: John Schmitt Licnese Number: MPRS 223760
Date: 9/23/2018 Phone Number: 715-760-0486
Signature: ? L97CG~
In-Ground Soil Absorption Component Manual Version 2.0 SBD-10705-P IN. 01/01)
SYSTEM PLOT PLAN
Project Name: Swanson
Anach doslgn now ralwlacons for
Prolecl Address. 2o20'9u St conmeroal plans
BiAl Symbol. A OM Cleva:lon. 95 96 Ipe Malenal9 'to Standard
84 n 70 7 & 7 305 Scale 7" = 100'
BM Description Existing septa: lank Culler Tables 3e
0 100 150 200
BM2 Symbol. A BM Elevation 8663 Sla'ca'd 5 xa'a
BM Desct.pbul 'oV Or well. $ta'+cu~a `r _c cam VZ4
Slope Gladier-I of Tested Area. (~w-7 SLn^ca+d ~:e ca•a 25
Well Symbol (ii appliCablel
Notes Notes
Il
I
1
A
.06 \ Tam
1 'L I` I14
\ T ` l
TI FxisLrg 7x68 ?5 Nhlirata Sdewmder Irend•' E 193 55
T2 Existing 3x68 75 Irri:latCr &dtovsnMr !nC-C- E 103 01 ~1 4
T3 Prcposec 3x90 LZ Flow Trench El 105 br 62 I
T4 PiWoseo 3x90 EZ Flow Tench El 105 01'
< 25C' 7 SCB 40 PVC \ 4
hole Main
e
Wt P. 21010.03 MR
Sepo, Dose Tam E.sa anAs/
\ ata'Ktdn /
dY
Bt I
Bed Wel
Se I
/ At2
DmPway
Garage
Prop"Line
SYSTEM PLOT PLAN
Project Name: Swanson ;Attac4 Flom, gan^soay \ +
- \1
y't flu* calculallons for
Pro)ed Address ?07:; !lm Sreel eal plats
BM: Symbol ABM Flevalon 85 Sri ler a s! ASIM Stardartl
BM Descn o0^. F -t la •101C w,* 1.oel r , Scale: 1 = sD
D aCacs 384 yL 8 380 30-5 0 80 90 2
BM2 Symhol BM Llovauon 95 K, ' 4" 5!:I. 4C P":;; =5*N D255!+
BM Uescnptlon Top of well 4' 3034 P 4S-M U3034
S.ope Gradlenl of Tesle 3 Area . 15
We I Symbo! :if appl,ublel
Nolen Notes /
See CSM f9r-complete map
I I
1 10
~I 108 ~ .
1
106 \ \T3 T4
T1 Existing 3'x68.75' Infiltrator Sidewinder trench EI- 103.55' \ T1
T2 Existing 3'x68.75' Infiltrator Sidewinder trench El 103.61' W\ B4 `
T3 Proposed 3'x90' EZ Flow Trench El 105 61' 62 \
T4 Proposed 3'x90' EZ Flow Trench EI. 105.61' \
250'2" SCH 40 PVC
c Force Main -
z WLP 12001800-MR \
Septic/Dose Tank Existi Tanks~~
e abanddne
I
'1~4 ~ B ~\1
/ BedroomWell
\House M2 \ i
Driveway
Garage
tlk:,r,&i[Oik+M. 3,.Ij C: i'-C'z^ rl~^O
'Cf~Rd-1 Siil -7PY:. 07, 7,777 '7v.i t)"rc 'A-20N N1UVC1 0. AM, . - lILCV
tl 313HOUBB B3531M ,"n""w d-m I_
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Page 3
VA
,o iliors ' P sst 'r= Zaa l ~ tCr
It(uleuater Roa
I'I.-525 Filter
The PL-525 Filler is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has
~,25linear feel of I''I h" filtration slots. bike Ilie Polvlok IT. 122, the Polylok IT-525 has an automatic shut-off ball
installed with eve1v filler, When the filler is removed for cleaning, the hall will float up and temporarily shut off
the system so the eflluenl woti 1 leave the lank.
C, -
Rated for 10,000 GPI) (gal tons per day). :Harm S"'Ich
I
525 linear feet of l jlh" filtration. 10,000 GPJ (optional)
Ao:,Vb 1" PVC
Accepts 4" and 6' S(HD 111 pier. Extension I land[,
Built in gas deflector.
- Autoolatic shut-off hall when filler is removed. .
\lann accessibility. <"y+~I Natoli for
\cceph I'\'C extension handle. ~S *jI4)jj
Ideal for residenlial and commercial waste flows up to ='7 1 "'r•'r Fl
nl 1 Ir{'
100000 gallons per day (GPD) I Ho m" >n }lot.
1. I Ul the outlet of the septic tank.
2. Remove the tank cover and pump lank if necessm v.
3. Glue the filler housing to the 4" or 6 outlet pipe If si 1 t ? In I'v~~
the filter is not centered under the access opening use a
Polylok Fxlend K I ok or piece of pipe to center filler.
4. Insert the IT-525 filter into it% housing.
Certified to
5. Replace and secure the septic tank cover. NSRANSI Standard 46
The PL-525 Fffluonl Filters will operate efficiently for
several years under normal Londitions before requiring
cleaning. It is recommended that the filter be cleaned
cl time the tank is pumped, or at least every three
years. If the installed filter contains an opllonal alarm,
the owner will be notified by an alarm when the filter
(;.is UrfLvtor
needs servicing. Servicing should be dune by I certified
septic tank pumper or installer- Automatic
Shut-Otf 13a I1
1. I ovate the outlet of the septic tank.
2. Remove tank cover and pump tank if necessary.
3. Do not use plumbing when filter is removed. n~
4. Pull IT-525 cartridge out of the housing,
5. Hose off f ilter over the septic tank. Make sure all ~doll,
solids fall back into septic tank.
6. Insert the filter cartridge hack into the housing making
see the liner is properly aligned and completeh• inserted. r.dn„k. 7ab~•:.e 19x1 huers aca•pt Easily mslalls
r'. Replace and secure septic lank cover, O.cf.waofalrc%. ;,:itch and alarm. m6nxiaing tanks.
Pulylok, Inc. 3 Fairfield Blvd. AVallinKfoid. CT 06492 Tull Frec: ft".7W.9565 lac 20 3.2S4.R~ 14 wiuw.polyluk.com
Page 4
PAGE 4 OF 5
GRAVITY-DOSED
SEPTIC / PUMP TANK SPECIFICATIONS
a'0 `den: { tips (No Scale)
'lafif.m
auildirc <x:IrloO n..r:A rnrpiy vil^
12' 14 or 2 ;r It ;cove S-S 316 ar•d NF(; 9W
Estabrshdd FWd Eldcabor Exton) n'anl'uw •se• as necessary.
(lyrycnl} 'Nnatherpmnf
A:,uo'od .ionctmr nnx
Approved Lurk •+y Llnnhrye.
IMPORTANT: .de..t ~:aP 'nivreva^,mg Lapel Attache)
( YP a7
Anchor tank(s) as necessary
.r
4' Lllr'. Ur bJ 11 atxrve
pursuant to SPS 383.43(II)io) ~(-rrna l
F sabl shed Flood Elevoi
` - ft'D"'
V~ - ~X-lie, I Seal
Fi„i :hn::;:•odo pu ck Diau>nnerl
18" PAIn.
CAPACITIES @ gavin - ">nlce
Depth (in) Volurne tgah e I
r
A I if
18 400.32 I "Veep ?od.rJ n.
-fit- I Into Anopprtwud Pi{.xr3 1 11 9 onto
B 2.0 44.48 A ' Solid Gnturc
(lypkmll
[C] 6.0 1 133.34 II i b_A:n 'i
D 10 22.24 s 8_Dn
- l};I PUMP-OFF
*ELEVATION = 81.83 ft
i P"n"'
Pump Tank Liquid Level = 36 in
°
Force Main Diameter = 2 in INSIDE BOTTOM
Blu« ELEVATION = 81'00 ft
Force Main Length 180 ft 3" npp•:,ov.: Iiu;Ll !Azle tat Beneath Tank
=
Force Main Void Volume = 29'34 gal I~ 27a
[c] Total Dose Volume TDV) = 149.34 galidose
j L- C.2X cesigr floe: `orce mane void volume) 'b*e \
23.78 Z~ ,1/
Vertical Lift = ft Yr A
PUMP TANK: SEPTIC TANK(S):
Volume = 800 gal Total Volume = 1200 gal
Manufacturer: Wieser Concrete Manufacturer(s): Wieser Concrete
Pump Manufacturer: Zoeller
I Install approved effluent filter at the septic tank outlet
Pump Model immediately upstream of the Dump tank inlet.
Controls/Alarm Manufacturer: SJE Rhombus Filter Manufacturer: POLYLOK
Controls/Alarm Model: 1036378
I Filter Model: 525
Float switches containing mercury are prohibited. J
- - Page 5
- - SECTION: 2.20.047
QUALITY PUMPB 51A'CE /939 7 FM1F'9
Z ccc
LD Supersedes
F'}CAUCI in'ni.naUCn pi
of P, dlcalicn. Cz SL I IeCOfY .
cg ding oisorepanaes or
onstslenoes. MAIL TO P0 . 80X 163.0 • 1 rr 4wiie KY 40256-0347 Visit our web site:
SHIP TO: 3649 U;ne WUn P.n:xr• I atiswUe.. KY 40211-1961 www.zoellercom
j5011 ?/(,2131. 1 !Vxi) 926-1UM1" • FAX j5021774-,1624
Durable cast iron construction 151/1521153 EFFLUENT SERIES
Model 151 comes standard with a glass-filled
polypropylene base (For Pump Prefix Identification see News & Views 0052)
Corrosion resistant powder coated epoxy finish
Stainless steel lifting handle
Assembled with stainless steel bolts
Non-clogging engineered thermoplastic: vortex FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP)
impeller design AND ENHANCED FLOW STEP SYSTEMS
Model 151 -1;3 HP passes Ye" spherical solids EFFLUENT
Model 152- 4 HP passes''/; spherical solids SUBMERSIBLE Sz
11/2 NPT DISCHARGE
Model 153 - 1:2 HP passes spherical solids
Motor - 60 Hz, 3450 RPM, oil-filled, hermetically
sealed, automatic reset thermal overload protected c _ l
CarboniCeramic seals c V -
~Is
Upper sleeve bearing and lower ball bearing running r»,,. , , 4. I t -4
in bath of oil 1, Cy'
;c d.d .S'.?1.. W. Ice
20 ft UL Listed power cord with molded 3-wire plug
11/2" NPT vertical discharge
BN and BE standard models include a 20 ft variable x s ;n1sr~1S! x L1src 152/7153 nenauVnr4c
level float switch e1lsvHnlS rsa15'en9=151~WI57a 153
13(1°F effluent r'aua3ed with F ggyrork darlableLoeI Final FAi f
Operates at temperatures to (54"C) in 11. 4 d 17211- IPf- M-,- (y 23,~V _
applications]
All models include a I x 2' PVC adapter fitting
Note: The sizing of effluent systems normally requires
variable level flcatfs) controls and properly sized - - l I
basins to achieve required pumping cycles or dosing II I
timers with nonautomatic pumps
POWDER
. - 7 COATED
TOU,
A,
MAIL TO: F0 WX 16247
LowsvOk K•✓ 40250-9547
SHIP TO: 1549 Cane Ruv Read
Lavisv(ife. my 4?211 1561
]5921 ?i 27j:, 9,1 "'W
FAX i5il7r !.14.,4Q4
_
O Manufacturers of
~O
~/vnuiY ~mvs+s✓'•%N~f /,5;9.5'
=I CooyriGnl 1JU Zoel,er Co All rlghis reserved.
Page6
TOTAL DYNAMIC NFADIFLOW
PUMP PERT IAA\rE CJR`JE PER MINUTE
k1Jl.rl t5 ' s1 'S'1 EFFLUENT AND DEW'ATERING
MODEL 151 152 153
felt fill len Cal. laert Gd users GY :9a_rs_
i 15 ' 16 38 ua 5J > 1 61 231 20 6, 74 -16 41 qe: 52 a 15 i.i 13 51 31
1:5 Q I•e _
° 1<1
- 3 e: in
35 Is.? 21 r
to 3 q.2 _ _ _ 11 13
\ , tlyr~ I :9~ 9➢~, 380. 111 tim1 U':LI'
r .3 __2-~~ ~ ccoa
Model 151 Models 1521 153
:n 3: in Au r:.
JGf2 0 le 45 Q: -,A 21: 11
LCIN IAA Nn1,TF
,MINIM
SULT FACTORY FOR
AL. A??LIGATIONS
• 1 mud dosing panels available
• F ecrical seemators for duplex svste^s, are avat able and '
suppled •wil an aarra
ir'anle evol boll I sn•icnes arc av'adaDle for -untie lirg IP1
<,1ole phase svstems _ lliL. ilk
Dratde piggyback so iable evel Moat s'wtcnes are aval able
for variable level lone and shor. cycle controls t
~,ealed,?e'ik6xav'ai able f;routdcor installations See,
F(Itbrl 1_-~ r i ~ j ~ ~ 1
r ~0°F',F f CJ special quolaben fegnifca1 !H f, j- p 1~l
1 u~il lrnPnPi~p' I r _ LI r
152153 MODELS cootml selection
Model. 'JWis Ph Mode Amps simplex Duplex
N15' 1'p 1 ta., h1 - 2G(
I BL151 -7l 1 J11: 31 r.WW
I N152 r, 1 1.11o e+ _ Easy assembly'
4
' Bt 12 11 1 'it), l5 n bib? 11,Fd ua~e ppe
E 23' 1! ho„ - 4 J 1 m -1
t BFB, K. 1 Atat 13 , ujed I
tt-
11, A1M u5 7r `yr>-
ttJiSl I l;k o: l:U1M 7 ! '
L-53 NU I Ilon : + ` •
BEIS° UO I land' r,1,1 t - i .•d ~ti_ 1_•
I. Single pggyb&-k vaiable level float swAr.101 txalie prySYba:k varaMe level ReJuoes poteit a rog3irg by Ceans
Rootswtch. Refer to FW027 .
Replaces rocks er cocks under tha Fume
2. See rhIC712 for correa mcdel e' Elecli:at Allematcr F-Pax. %lade of durable. nonre'ros:ve.A38
3 'lanapelevN wi:ol sw;:ch In-:?4 use:: . a carnrn w1valcv specily, duplex Raises purnp 2' 0 butte-of Dasn
:31 or i41 goat system ~ ldes the ahility 10 'alse Inlake by 3deing seclons rf 1
or 2• PVC pping
v CADTION Attaches secl,reiy 1.0 pu-p
+'',II ors'.' A=rrmcdates s.all clewatermo and ef:luenl apDlicatirrs
NOTE: Make sure float is Iree from obstruction.
For unusual conditions a reserve safety factor is engineered into the, design of every Zoeller pump.
LnPYng -1 21A1 /oellw ..^.o. All nyhts lrsclved_
Page 7
P ."ss PAGE 3 OF 5
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Page 8
Installation Instructions for m►EZf owM
EZ/~%nr Systems in Wisconsin eyINFILTRATOR
b,rsconsin rcoarmcrl of Cornmeice, Salely one. Building; 5. The Abso•ption area 'SF) necessary for a given site shall
Division. has reviewed the soecificatons and, of plans lot !his be sired based on maximum cady sewage flow (GPD) and
product and determined it to ue ir• compliance with chapters the r ermcability for the site. If certain criteria is met, the
Comm 89 through 84, bisccns:n Adrnn. Code. and Chapters EISA sizine can be c sed in Wisconsin, resulting n a 4010
145 and 160, Wiscorsin Stalwes. ✓UI sites must moot trio Site smaller drainfeld.
~ Soil Condit cis & Locat ons & Isola: on distances as noted n
local regulations. 5. glace EZllow bundle(s) in the EZflo•w configuration ap-
proved'oy system cesign permit specified lot the particu-
The approved products ate '20-311 (3-12" oundles wrath pipe in Iar site. The top or center-most bundles containing pipe
center bundle it 5' or 10 Ienaths) and 1 <;:3HP {3-12" bundles die joined end to end with an internal pipe couplet. Any
vv lh pipe it each bindle in 5' of 1'0' lorips. additional aggregate only bundles that may be required.
should be butted against the other aggregate-only bun-
!1 single pipe bundle contains a four inch perforated pipe dies and de not require any type of connection.
sounded by FPS aggregate and is role :ogether with poly-
eh:ylcre netting. A single aggregate L: rdle r:^.ola ns aggregate The top of each GEO cylinder contains a filter fabric pre-
only and s held logutt cr r✓ Ih pclye ridere -et- nq. rianu adored in between the netting and aggicgatc. The
• f:at:ric is inserted to prevent soil intrusion. The installer
Materials and Equipment Needed ;hall make sure the the GEO is positioned upward aund is
• Hfiow 3undleL. ; n contact with the fabric contained in the adjacent cyli• -
• LZILw, Geotexble =aan_ der before backfillmg.
• F7f1ov✓In,c ral Pipe
• Pinc for Heacct and rlet 8. Tnc LZflow Dranficld Systems should be installed it s
• 3acknoe/Excavator ewel :rerch n all cirectien,. (both across and alcrig :tie
hench botlorr) and should Iollow the contour of the anus((:
Installation Instructions ;(.race elevation furifo•m deptn), with all contnua_•
The ns:motions for in talaflon rf F7flov: prodicL ere adioning 10-foot cylindrical bundle% placed end to enc..,
help✓w. this proouct rn ist oe nsalled it ac circance with stale ::it- central bundle distribution pipe Intercornec-cc,
rule, dcfi-cJ in chapters Ccmm 82 through 84, Wisconsin Ad- ::ib-uul anv darns, slepdovms or other water .stops.
mirisba:i•ve Code, and Chapters 145 and 160, Wisconsin Stat-
utes, as well as the local healt- department's current design 9. The ;rencn top shall be graded such that water will -.c4
r(ar•ual. T=d. Backfill should be seeded or sodden mmedia:e y
after completion to reduce erosion.
1, Aftcr the local health depamnent has determined sizing,
configuraton, and layout lot the EZfoai systems, stake C. Zflow• LIPS bundles are flexible and can fi: in curved
or mark with paint the Ioca:.on of trenches and lines. Be : :rerches as may be necessary do avoid trees, uoulder;, cr
careful Fo se: cos-ect tank, invert pipe, header line or din: other obstacles.
Irib.lion box and trench bottom cleva:,ons before instal-
Wion of pipe bundles. 11. FPS aggregate is Iigh:e- tnan water, therefore, is might
be expected that natural buoyancy forces would tend 'o
Perrove plastic EZfiow shippirg gags laior to placing cause EZflom assemblies to float out of ground ,when
bundles it the trench(es). Remove an,, plastic bags in :he bonding occurs. Field expenence has shown, however,
trench before system is coverec'. that this is not a voblerr when systems have a miner-rr
of G' of so I coecr as •ccommirdnd by manufac:urar.
:d. This product must have gectextile labric that meets rt.-
gwrements of s. Corrm 84.3-- (6) (g), Wis. Aam. Code,
installed directly or ;op of the prodscl and extendeg 1203H-GEO
down along tic sides of the procuct to a point at least six
irches from the boKorn o` product.
or 1,1'111-1.1
4. Wien installed in a trench, the trench should be dug to
a width of 35 inches. This not o•4y saves labor in excava- :
Lion, but also provides better load-bearing capacity allot
backfilling is complete.
Page 9
PAGE 4OF4
In-ground Dosed-Gravity Management Plan
IMPORTANT:
The owner of this in-ground dosed-gravity system shall be responsible for its perpetual operation and maintenance
pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383 52 (2) Wisc. Admin. Code, this
system shall be considered a human health hazard if not maintained in accordance with this approved management
plan- Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in
accordance with SPS 383.52 (3), Wisc Admin. Code
Maximum Dispersal Area Operating Limits:
Design Flow = 600 gpd; BODS 220 mgL"; TSS 150 mgL'; FOG 30 mgL-'
Inspection Checklist INSPECT EVERY 3 YEARS
type of use
o age of system
nuisance factors (i a odors, user complaints, etc.)
mechanical malfunction (i e . pumps. valves, switches, floats. etc.)
material fatigue (i e , leaks, breaks. corrosion. etc.)
solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e , distribution I drop boxes)
o neglect or improper use (i.e., exceeding design capacities, prohibited activities. etc.)
o extent of pording in distribution cell prior to dosing
o dosing irregularities - if applicable (i. e., pump re-cycling, float switch settings. eta)
o electrical components - if applicable (i. e., wiring, connections, switches, controls, timers, alarms, eta)
o distribution lateral or lateral orifice plugging (measure lateral distal pressure - compare to design specification)
surface discharge of effluent or sewage back-up into structure served
Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary)
o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis.
Stats when the volume of solids in the tank(s) exceeds one-third (113) the liquid volume of the tank(s) or
as required by local ordinance Disposal of contents shall be pursuant to NR 113 Wisc. Admin. Code.
Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any
accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12
months.
System maintenance reports shall be submitted to the proper local government unit in accordance with
SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to:
Name of individual or company: John Schmitt Phone. 715-760-0486
Local government unit: St. Croix County Community Development Phone: 715-386-4680
Local government unit address 1101 Carmichael Road, Hudson, WI zip 54025
Any defective part of this system shall be repaired, replaced. or removed pursuant to SPS 383.51 (1). Wisc. Admin.
Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc Admin. Code.
No product for chemical or physical restoration of the POWTS may be used unless approved by the department in
accordance with SPS 384 Wisc. Admin. Code.
Contingency Plan
In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to
a plan submitted to the appropriate agency for review and approval A failed in-ground dispersal component may be
abandoned and replaced by a code-complying dispersal component in a pre-determined area of suitable soils
System Abandonment
If use of this POWTS is discontinued. it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code.
Page 10
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
OwnerBuyer ~X? 2Q r N' S i vezh~ a I An /'7
Mailing Addres's~ ff/ Mcicu'ul sixt, 1- -~I Jjk J /VAl S-5706 _
Property Address _ 40 0 'TLS---L SUIne/3e/-L I:: r~
( (Verification required from Planning Department for new construction) f~
City/State SoYYi(ret, Wz Parcel Identification Number G3 -.093- 9o iec
LEGAL DESCRIPTION
NE*7ovlAeSc%y,AIWS/die lAeScYy, 5wYyof McSaltdJ,:r416AtloJE~y
Property Location _ 1/4, Sec. .2,4 , T3JA/N&/.9-W, Town of Sc' t
Subdivision Vw-At /i &ock, 2 Qrcti Af~a44tn , Lot # -2-
GIs tirsr flh
Certified Survey Map # Volume J M 1(1 ( , Page #
~o6rfS~ I`#M -3(7
Warranty Deed # ' Volume Page >r~
Spec house O yes 0 no Lot lines identifiable V yes 0 no
SYSTEM MAINTENANCE
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance
consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) thcon.site wastewater disposal system
is in proper operating condition and/or (2) after inspection and pumping (if necessary). the-septic tank is less than 113 full of sludge.
Uwe, 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 Commerce and the Department of Natural Resources, State of Wisconsin, Certification
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days of the three year expiration dat .
311 1a/ /
f f
SIGNATURE OF A LICANT DATE
OWNER CERTIFICATION
(we) certify that all statements on this loan are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
the property described above, by virtu o arrinly deed recorded to Register of Deeds Glticc
1/ /V/
%IGNATURE OF APPL CANT DATE
Any information that is nits-represented may result in the sanitary• pemut being revoked by the Zoning Department.
Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
page 11
r
I',,Allen C.•Nyhagen, registered Wisconsin Land Surveyor, hereby certify
that by the direction of main Swanson, I have surveyed, mapped and SurvelY
described the land parcel which is represented by this Certify mapped is
Map; that the exterior boundary of the land parcel surveyed
described as follows:
A parcel of land located in part of the NE1/4 of the SH1/4, NW1/4 of the
SKI/4, SW /4 of the SE1/4, and 8E1/4 of the SE1/4 Of Section. 24,0! Outlot
R19N, Town of Somerset, St. Croix County, Wisconsin; being part
1, Block 2, plat of Ran en's Turtle Lake Hills First Addition; further
described as follows:
Commencing at the E1/4 corner of said Section 24,- thence 8010521240M,
along the east line of the SKI/4 of said section, 503.00 feet; thence
N87057105"W, 603.00 feet t0 Use mint of be*"Jug; thence continuing
N87057105'M, along the northerly line of said Outlot 1, 927.94 feet;
thence X02002155"E, along the easterly line of said Outlot 1, 470.00 feet
to the southerly right-of-way of the town road (205th Avenue); thence
N87057'05'M, along Said right-of-way, 66.00 feet; thence 8020021559M,
along the westerly line of said Outlot 1, 470.00 feet; thence
S55045132"W, along the northwesterly line of said Outlot 1, 511.59 feet
to a point SE feet more or less from the water's edge of hurtle Lake and
the beginning of a meander line; thence 808004107'8, along said meander
line, 55.58 feet to a point SZ feet more or less from said water's edge:
thence 537021141"E, along said meander line, 215.44 feet to a point XI
feet more or less from said water's edge; thence S12023119"E, along said
meander line, 254-.05 feet to.a point XX feet more or less from said,,
water's edge; thence S250331196W, along said meander line, 252.60 feet to
a point Z7C feet more or lose from said water's edge and the end of said
meander-line; thence 8870501220E, along the northerly-line of that land
parcel recorded and described in volume 1068, Page 433-434 at the St.
Croix County Register of Deeds office, 1300.24 feet to the easterly line
of said Outlot 1; thence N01052124"E, along said easterly line, 1004.16
feet to the Vint of hCgionina. IWJudinq all those lands lying between
the above described meander lliine and said water's edge of Turtle Lake
between the extension of a line bearing S55045132"M from said beginning
of meander line and the extension of a line bearing X870501229M from said
end of meander line.
Parcel contains 29.53 Acres (1,286,293 Sq. Ft.) and is subject to all
easements of record.
I, also certify that this Certified Survey map is a correct
representation to scale of the exterior boundary surveyed and described;
that I have fully complied with the current provisions of Chapter 236.34
of the Wisconsin Statutes and the Land Subdivision ordinance of the
County of St. Croix in surveying and mapping aam~e.
Each parcel shown an this slap (plat) is subject to State, County and
Township laws, rules and regulations (i.e., wetlaada.,...mJ inum lot size,
access to parcel, etc.)_ Before purchasing or developing any pal
contact the St. Croix County zoning office and appropriate Town Board for
advice.
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Ids Dept of Safety and Professioral Services SOIL EVALUATION REPORT Page_ of
Divis I of Safety and Bwldmcs
in accordance with SPS 385, Wis. Adm. Code
Cdun:Y SL Crni♦
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must
include. but not Inniled to verbal anc horizontal reference point iBMi tli•ecuon and Parcel LD. 071-109; 80-1111
percent slope. scale or dimensions, north arrow. and location and distance to nearest roatl.
Please print all information. Revrewe y Date
Pe,sonw n/cnmauon you pe,ne may oe cud ter se G~da'Y Pmppaea (Privacy Law. s -.4T - i.
Property Owner Property Location
Dairill S%%I 0s0rl Gad. Lot \1C 1.14 St 14 S ."IN R I* ior1'N
Property Owners Mailing Address Lot # Block # Subd. Name or C
20111 77Th St. ' Ilansons' "futile I.akc Ifills Ist Add'n
CRy State Zip Cade Phone Number ity LjVillage L!jTown Nearest Road
Sornerset WI 54025 77th St.
❑ New Construction Use ResidenvaI -Number of bedrooms Code derived design flow rate 600 GPD
'O Replacement E]Publ,c or commercial - Desecbe
Parent material Oumae h Sand Flood Plain elevation;( applicable N_) fl.
General comments n
and recom'mendations' ZV • !1
-
1 Boring # Boring
_ 8-
Pit Ground surface elev. 109.0 h Depth to limiting facto, _ ~r• Soil A _ Nation Rate
Rcnzon Depth Dominant Color Redox Description Texture Structure onsistence oundary Roots GPD1t -
in. Munsell Ou Sz Cont. Collor Gr. Sz. Sh I tf#I ff#2
0-6 10_r1:.4 s1 'ILr M\ fir as _ll 0.6 LO I
6-16 7 I< Icsbk mvfir 20 0.7 1.6
.~ir-1 4
16-43 I0\r56 In ose nil Ilr 0.? u,
4:-78 I0%r64 " s Osc nil i1.1 1(,
65 ~i
Ic
❑ Boring # Being
Pit Ground surface elev. ft. Depth to IimNng factor in. Sod Appl:ahon Rate
Horizon Depth Cominanl Color Redox Description Texture Structure crs,stence oundary Roots GPDrfl '
in. Ivlunsell Ou. Sz, Cent- Color Gr. Sz. Sh, ff#2
_ I
Effluent #1 = BOD > 30 < 220 mI and TSS >30 < 150 mg. L ' Effluent #2 = BOD„ < 30 mI arW TSS < 30 riy4
leawr CST Name(P nnt) Signature CST Number
Address Date Evaluation Conducted Telephone Number
ell
t
_S Y~ snn-x;ln ittl I I I i i
Wisconsin 04paiYnent of industry, SOIL AND SITE EVALUATION Papa~dCP~ ~
' i Al rid I4a RlNaltonts' •Yc
; hvltibn of sway and Buildklgs t afi in accordance with s. 1LHR 83.09, Wis. Adm. Code
Attach Couplets We pion onPaper not left than a 112 ■ t 1 kwiiee in we. Plan must County c1
':kids, bul not limited b: vertical and horitontW reference point (BM), direction and
X71 rni yt
percent dope. wain or drnensions. north arrow, and location and dfstanca to newest road. Parcel 10. It
Iiiena
APPLICANT INFORMATION - Pion" print all information. Reviewed by Date
PenGrei IrYOrrMiwr you provide mry be sous mr recmdery a/p°»+ (Pnv y taw, e. 15.04 (1) (m)) . "61_ _
Pre ,q1 I ZOD
F - - (D~
penr owrw GProp" ovt.Lo Location v R I VJ
'[1 C Govt. Lai 114 SE t/a,S T31 AR E (a
Property Ovma/a Mailing Address Lot I Blocks Subd. Name or CSMa
43 S. - Mc' 4CIKVx -Q~~=- a`. a_ HanSOrjs {ur~le.leka. IM.115 1
i City state Zip Goaa Plain Number ❑ City ❑ Village ® Town Newsat Road
$~.{~A L. Ml fist )77 - 7 MO"~ k er c OS t~ la t
® New Conshucton Use: ®Rasdantal / Number of bedrooms Addition to existing building
Replacement ❑ Pudic or oommercial - Describe:
Code derived daily flow -Y.'j0- gpd Recommended design loading rate gpdM?-~Irench. gpdal2
Absorption area required te, y3-_bed, n2_S-L2.S gmh, n 2 Maximum design loading rate bed, gpolltZ_gtrench, gpdRlz
Recomnedded iMiftralion surface elevatiar(s) l a.l, i 5 (103.74) 3T 4 f 5 j Q~i•;t n (as referred to sae plan benchmark)
Parent trialenal -an„jy. L. 0,A y,LG_!5,~_617)1<9) Flood plain dev°ton, it applicable _ . tt
S Sutabie for system Co tiro rat Mound In-Gmund Pressure AT Grads System in FYI Holdlrq Tank
U = unsuitable for system S❑ U E8 S0 U As ❑ u ® s CI u ❑ s ®U ❑ s J~ U
SOIL DESCRIPTION REPORT ?ADS#~
[coring ft Horizon Depth W inapt Odor Mottles Texture Structure Consistence Boundary Roaf PD/t12
In Mussels Cu. St. Cont. Cola Gr. Sz. Sh. Bed . Trtrur
:SL - 1 r6r 1111~CFo Q F S
Ground 3 a -S'(t2 y/ 7 rs
_1.5_
Depth to krnting
9Din.
Remarks:
Boring 7i
L-0-11 Iolrtf! - L IF ID 1, 7--=
S 11-1
6 `(1tf 114 5L min I .S .v
LS WE -7 1
Ground so. q o- 4
4'rit so,
wine
~05.a9_n
t s l
Depth to - i -
H*ing 0• o « i .
llatq her e ~ a swte. •1-"". S . ,x f 62 . Maim, gl2m, Remarks:
I CST Name (Please Pnm) ^l Signature Teelphonis No
I.~onna ~_ar1L l1rs,.irn_A_.1P 71S-~yg-AS1Za
Address U Date m Nunbw
3 71 a r~m~t• St 41 n r Pro,% e 't t 1.7L -11-13.-a 1_ 1-41711_
h SOIL DESCRIPTION REPORT Pape of
PNCPERTr OW VkR Z&alh ' 9
?ARCEI. LD.i r
Flonzon DoPn Dornlnant C0101' Mottles SOVdura Y
toting A in. Murree Ou. sz. cont. cover T° Gr. sz. an. °'AC° a011d'rY RDOM BW ,Trench
I 0• 10-f IL q1.3 L r r+n vfr QS 2 F s
3
s
JL 4 al '1 < ay SL ams6le 11"Fr 5-5 S
Ground 3 1•y 7.5 Q41V 1.$ ML W IVF 4 }
Depth to Remarks: Uj -W'
Boring tt
o l oKR 3 L
MFr G 1F S: t
: y l AfASkV
Ground
r .
t)A Ooh V
I '
)epm b
arming
~0 in.
Remarks:
Horizon Depar Dominant cover Mottles Ted" Stnrraurs Consworlm Boundary
in. MMS91 Ou. Sz. Cont. COW Gr. Sz. Sh. Raob B~ • T +
Boringn 1 1CT 9 L I (ar Fr _4 F 5
5 Y 4( L r. !3r G 1F S
Grount,
elev.
roe. _
Depth b II ~ '
Maur
q-41-1" Remarks: 11
Wing p
;round
lev.
R
)"Ah b
nv*v
rcwr
-Jn Remarks:
aDw-WW ra rnrasl
Sw y, E"~~ t c.a4 T~ R 9w _ n 4
'77
y I
q. ;2 49 C r, f-4
_
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WisoonsrnDeparmento Commerpe PRIVATE SEWAGE SYSTEM county
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- INSPECTION REPORT Sanitary Permit No 384161 0
GENERAL INFORMATION (ATTACH TO PERMIT) state Plan ID No:
Pwwnel informeeon you provide may be used for s or:dary W rpOSea 1°rivacY • Ow. S Io.U f : t 0 1J.
Permit flowers Name: City V.Ilage X Township Paco-- Tax No
Swanson Darrin Somerset Township 032-2093-80-100
CST Ski Elev. Ins°.JRM Elov: R oescnpbon.
TANK IN ORMATION EVATION DATA
TYPE MANUFACTURER CAPAC.-,Y STATION BS H FS ELEV.
Septic f Benchmark ~a
Dosing AIL BM W'70
U
canon - Bldg. Sewor
8- ~ zy
Htlnlet 7y ?rS
'Ht 2S
TANK SETBACK INFORMATION Outlet Cp pS /
TANK TO P/l WELL BLDG. Vent to Air Intake ROAD Dt LMeI
Septic 3 LS. Z ,Z rQs 4
Of Bottom -4 it
10 0 3, y P•2 i 2 f• P2 -
Iklsing > ( r , , ' SD , Header/Man. S.
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Dist- Pipe -O lay. If
S
Holliing sot. System c . 3f 103.65
1.-F2 JAZ.101
PUMPISIPHON INFORMATION Final Grade
w « 'k Y ZC7 /O ,
Manufacturer Demand St Cover _
S GPM
Model Number _ s/I 3SJ
TDH 1 Lift Friction Loss System Head TDH F:
z3,3it 27.i!
Forcemam 1 Length r Dia. Dist W Well
o. Z rr
SOIL ABSORPTION SYSTEM
SEDfTRENCH Width Length No. Of Trenches PIT DIMENSIONS Nu DI Pits Inside Liquid Depth
DIMENSIONS 3 61 S ' Z
SETBACK SYSTEM TO P2 BLDG 111W LAKE/STREAM G Manula r
INFORMATION t_HAMSE!POR
Type Of System M ei Number
~I SG ~l ~f2s,
DISTRIBUTION SYSTEM
f taader/Manitold Deodbullo, x f Iola Size x Hole Spacing Vent to Air Intake
ipe(s) f. / 7 /
- Lerxga: ~S Dlo_. ~ Spacing % /
Lergh S Da y P
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Oeptl• of xx Seeded Sodded xx Mukhad
Radn",enr-h Center BedTrenoh Edges Topsol Jul Yes lei No ICI Yee N. No
COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1:~/Z Inspection #2:____/_/_ _
Location: 2020 77th St eet Somerset, WI 54025 (SE 114 SE 1/4 24 T31N J NA Lotr2 Parcel No: 24.31.19.9178
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1.) AJt BM Description = 177+ 0 F Wrl~ L y~ W(V re~ ~ S ~
2.) Hldg sewer length -5--) =y0 / ~ k4tJ✓ ~ ;,544#4 4 T' "~y,
-amountof1cover -7 G•~('ever aver ~vk Wy KOR L1LG6t0 pi!yp(W.Ler
044srr✓v0.7.o,, It rt., S.
e 4"V Yes
Planrevision 466 `ij No n Q - G
/ - Y--'-~" - -
Use other side for additional Intnmla ! 4 l~/_ fr~
Date ! 'neepctora Sigi Cart, No.
SBD8710 (R 31117) r
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