HomeMy WebLinkAbout026-1072-30-150
,Vis<ensir D=parcmerl of Comme•r:e
PRIVATE SEWAGE SYSTEM (~OUnI' St. Croix
`iale-ly a•m Ism Y-g UwlSion
INSPECTION REPORT Sar Carf Permit No
GENERAL INFORMATION (ATTACH TOPERI•AIT) Slate Panif)tc 605163
Per<.r; al 'Inr-aver 'aiur p'nsine r ,q be used 'c' sc•ueryu'y burpcscs Law s.'5 04 t11l"
Pe-it Hclcers No-e' c if v Rage Tcv.n-sp Parcel Tax Na'
Todd Marek TOWN OF RICHMOND 026-1072-30-150
CSI BIU E ea. Insp BM Ell a%i DesCripuon Suctic•i+TawnlRanpaPAap NC
da M L Goa z 25.30.18.3778-25
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER !5 CAPACITY STATION BS HI FS ELEV.
Septic 7- 7` Bencli
i2S✓~~ en /Z' 576 q. J5 /04• 35 /06
At DFA
1.1 Awat on Bldg. Sever 10 'F5 /a q q
Holding SVFIt hi 7 7 Ol r b 5
TANK SETBACK INFORMATION SUlit Outlet C3 4 161,141
JANK10 P.1 VdELI. BL7Ve- ROAD DtInlet
I C64 ZDt Bo:tcm
Dosing Heacer+Man16A 9G~p
Aeralio,i Ursl Pipe /O v~ 4gg0 ~ i
Z. _j 2
7 017 -
Holding _ Bo: System '47,147
s
PUMPlSIPHON INFORMATION Final Grade 1-041 -7 OZ.. 1 S
Manu'aclurer Demand S: Cover
cPra s • s /d `(x .7
Motel Nu ..er
TDH L. F•ichor Loss System flead TDH F.
Fo'ccmar Length ra I: zr r, w;rn
SOIL ABSORPTION SYSTEM
BED:TRENCH S:ict- Lenglr / Nc. CI Trenct'es PIT DIM NE SIGNS Ne. 01-1S Ins de Denr
DIMENSIONS 9p
SETBACK SYSTEM TO PiL BLDG VJfiVLL LAKEfSTREAta1 LEACHING Pdan.dadurt+~
INFORMATION CHAMBER OR ~r/•~M'/
Tyne Cf Sys:em. Li?'-33 ,1 UNIT •,fotl Nu.r,
/
0 J •>V'~
DISTRIBUTION SYSTEM 2L~ Z1_Z-* ✓5
Heade'rVer fdc/ 11 Dh!ILJ%' x Mule Size z He I, Soaara Vent to ntake
Ppe(sl ~ 6:;"?; C/~
IS
Le•ry:h it,, l i-ng1- Dia Spac •lg
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only ob i-
Flo 71 / De:rm (vet xx DopP. of xx SF°ded+Sodcuc xx R'ulct-vc
Bed:Tev_rh Cettcr UcA+lrenrn i_tlpeS 'apse! No 'X NO
COMMENTS: ;!nclide code discrepencies: cersons present etc; Inspection Nl: Inspection k2:
Location: •450 140TH AVM,., l k'
1 ) AI: BM Descupt on = j-t ( E` Gel~~..D f ~cJ le~+/5
2.) Bldg sever length
- amount of cover = IJ o
Plan revision Required? Yes No 5 q ' g y
Usc other side for additional informa n
Date Inscpetcr y7rarure ^.-r N.,
SRC-0"1:1 iR 5 '2'y
5nw-00 (K-1gS.
I Safety and Fsuilcings Divis,on eQ (X
` ! ! I 0 s ZQ la 201 W. Washington Ave. • P.O. Box 1162 Sanitary ' Permit Number (to be trice! in
0 b} Co.)
s ',,I LL
\ p~ Madison. bs.tl 53707-7162
- Sanitary Permit Appti a 6m:' 13 - Sate franawl;nn Number
In a am -ancc vi SPA c i Wt., AJm (,Jc. uti tri avan of 1411. v manual unit
i. ,:puu:~ pn~ r to nI nict• a,.vutr • pocna Note Aprli.a.ron 2.mx r,:Lr.e z.mad l iri1'1:S aTl +.:bmuln: to P v,u1 .Address(itel.fnrnnt dim mailing aJd ea)
the Dc --n tr:c t ~ _ J _ Pr> alr,nrd: Net vt 1'm:,onJl I uma5on a uv!J; :uaa be UrXJ (o. sccorda J _
nzc nin nh eP eJ 'i:a,. 1.14niI Ieut=. A Ve
IIr~p.I I \.i -rnc ation Please 1 not 1111nformalior / I ~r/•
p r:c l, C"mr parcel k
o E d - 0 Z -~3~0~'.,-'-_/57F
Prnpcuy G rc:'s Mai: ing AJJtae Property Lwauw, J l1 Y I S
7 (~O X Z c„vt Lot
_
Cit. Slate 7ipcole ?hone N~umhe: / c- Seehoo z 5
/7 777 62-TU cud (7~l
I~'~f/✓`Q~f/ sY- T 730 N. R ? it, I: o:d
7l
IF hype of Building (check all chat apph') Lo; L
01 1 ,null/ Di wllm;i, - Nuril nl Reeroomts / SubJinsim, Name or 2 Qty p~ {/-~''f~~ Bloc.<p
r ❑ PubhNC'ammcr:IJl - lhscnbc Csc L~`.1 L _ v_ _ _ -
❑ Cn ct
V.eJSt- p CS>t Nunixr C M1'i agc of
❑ Slat4 U.rneJ - th5crtbe Use / QQ x' I own of 1~ e- M ~-V-0
Z- d ;b> CGL Li 22}7.2 ~n+~oe ( I
1. type of Permit: (('beck only line box on line A. Complete line B if applicable)
New Spstea ❑ Rcplaecmenl Syslcr: ❑ 1rea¢ icarilloUng 1'an.< Replacement OnlY ❑ Other MuJ,fie:niun to Btsting Statcm reap:a:nl
R ❑Pcrmn Rennval ❑Perma Revis.o) ❑(lt ngc of Ill.... dnr Pum it Trmsfz: In New List Previous Permit Nunlicraod Date lssacd
❑
R .torc Expiration 0,., -.:-1
QJl
q -m -is Sys[nnlConnronmrtlUrvicr: (Chick all that apply) J
rIN*.'l epe of PO
Non-Prcaunzcd In-Ground 11 Rzssmilca It -Gmmld I I Al611,11i1 I.I M.nm I - 1 i:: ot.uitah lc.Ili l ❑ Mnund °;a in dsu:c:bx
❑ Ik Idmp Tan ❑ O' u•: U Cunq un Iaxplon. - ❑ Pra«.atmnnt [?c•vi a 1 xplam}
Drvpanabfraal and Area Information
ucee ' S)sterr. - caatio
De..F, I lo, Dc-ip col 1P: Irutn ka, -'a-asl} Ihapzna~ Ye, ' ,n cd (sQ D sp en,al Area Via
c0 _ D;~ L g qtr
\'1. Tank Infu CJpa:;:c I- lc:.,. (11' Man Jctacr
G:Jbn> Gallons Units c C o v y
New Taik, E.dsting Tatar llQQ yy 11 r'
~l4~ ~ 1 e
II ~~qq a~i~Ci v, ~ r. _ q a
lepn ,,I I.,IJns I'uik Z C"fi I Z esL' W I 5~'Z2
Ih.;ng cm~:ate, ` g~Z _ 5C-
N'll. Responsibility Statement- h the undcrsititte 1, asstuue respon%ibility for install.timt of the PON'TS nJ owu mr the auaclred plant
Plwnccr'; None (Print l Plumber's Signature MP: MMR4Nwnbrr Buaite-, Phut Nmnbct
~e . NELsceu Zz~ y q 7 7/s' Z~3 ~VYy
pwrnbc' AdJmss(Soca. Ciryy stric, Zip Code)
-L-)nCL14q W/ -5- VC
If
Vll 'ount•JUe arimcnl Ilse _Onh•
Approve.'. ❑ Lietr('pr((,•cvi~~_~__ permll Fee DD.oc roc / lssui gent Si" alu:
Oeenzr (i . e(snn lhmol S O ~ / ~I / ~ I
IX. CnnditVAs7HSAl01AtltMeasons for Unnpprocal I
1. SePla: lark ti. lltc in1 LCIL _ L tar, 1r e
USp2lr cell ' nLlu6tt all tx s ; i.t_ r t<
es per maragemen'. plan n ..r l.v' . untie..
2. AO ae"rk reca ire'rens must uc ;r: rt, r
as per liKOubtit c,),.-.
r ; rAl ;ars p
Attach o nrmpkte plan. I., the srstrm and submit to the Coualr Doty oo toper not lem V., 8 u! s It 4oehe, in>ik
SRD-l i9S tR I I!I 11
Plot Ilan
Project Name ^a M,:arai<
Address P.C'''. Fox _2a
New 4,cnmond %V; 54~,I7
Lot I Subdivision o
1!4 NF 1i4S _T N/R__ W Township =icnmorc
Foriu~ v, ~\'ell PL Property Line. County ST C~-%Oix
` HN-1 or \ RP Assume Elevation 100 ft. Toff of 3,, 4"
System Elevation BC 'HRPSame 3s Bencrima~K
L-
i
J~:aie is 1" _ -1.0'
0
r unless otherwise
tnoted
t~L V o I Vb
„ r" ZV J I ~l
G- Z, Pe (It e yAe
L
3D;
60
~ I I ! p
1.
P'OU Y^; T 1"7C
CONVENTIONAL COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Pro'ect Narre.
Ov:ners Name: l o p p /l IA-2Kls~: tr
O:vners Address. T0 , ~CK Z SL ~
N C m2 l K zt c t t J( ~G / 7 -
r II'' ,1
Legal Description: (V Wr t' C S z S 3 0
Township -44 6,V4
Cct:nty 7 Ct~Z N
Subdivision Name.
Lot Number.
Parcel ID Number t Z:~L_ /&'/7
Z n ~c~L
Page 1 Index and title lG ~Atir K
Page 2 Plot Plan
Page 3 System Sizing & Cross-Section p CA {4 P A, t3
Page 4 Filter Specs `
Page 5 Maintenance Information
Page 6 Management Plan
Page 7 St. Croix CPd Septic Tank Maintenance Fora
Page 8 _ Warranty Deed
Page 9 CSf0 or Plat
Attachments: Soil Test & House Plans
Designen'Plumbcr /l G9 o /yC 50" icense Number: Z Z ~i
Date' -7~ i? Prone Number 7/S -2 -7 4 ~ V
Signature
//!rte 7
b
Das:,rnea Fursjant to the In-Grovid So1.4bsarPtion Component tdanuaI'or PovvTS 'vers icr 2.0 SFD. 105-P `D; Q; h~ 1 L
Pane 7
Plot Plan 2 1
Project Name Todd MareK
Address P.O. Box 228
New Richmord' Al 54017
Lot 1 Subdivision
N N 1/4 NF 1/4S 25 T 30 N/R18 W Township Richmond
t7 Suring C Well PL Property Line County ST. CROIX
Bhl or VRp Assume Elevation 100 ft. Top of 3;4" Pipe
System Elevation TBD xHRPSame as Benchmarc
Scale i5 1' = 40
U11leSS Otheru'Ise
Voted
wE~t
I
D Z, Ybj ~26
ll~ufE ybc.
v le
i 17
335
Z.
o
a-3 s
I~
y
i i
I
- Bi.
I 103c.Ni~~'
~I
1Proper~y Line.
or 2 Family Dwelling In-ground Soil Absorption System cell Conventional)
Daily Wastewater Flow (DWF) _a of bedrooms x 150 gal/day/bedroom = ga'./day
Design Loading Rate (DLR) or Soil Application Rate gpd/ft' (per SPS Table 383.44(-1,0o2, or 3)
Required Distribution cell area = DWF --,&-1-gal/dday ; DLR _b C70 gpd/k' ftz
A Chambers = Required Distribution cell area _ S J k` - Z W/ unit EIISSA Chambers
Chamber Manufacturer and Model: --r -_C4IIA t, Lz- / L'y' ( 1<
ACtua' Distribution cell area = Required cell area JU_ ft` + ft'/ unit EISA End Cap Pair
Cross-Section In-ground Soil Absorption System (2-cell)-
4" Schedule 40 PVC
~f vent pipe with vent cap
12 inches minimum
~ 12 inches minimum
103
irrefrlSS soil Cover
Trench 1 Sys-
tem Elevation „
inch Chamber Height
Trench 2 System
Elevation
ft 3 k
Trench Separation Leaching Chamber Width
+ h to limiting factor
> -
Plan View In-ground Soil Absorption System (2-cell): Trench 1
1 Modify
fl i I header/
rr r design as
7 ft L caching Chambers C~
Trench needed.
I I I 2
„ - I Hill
I_lll~ ~I ~ 4 inch Header
Sch.
I . It a.ith end camps
Draw O fora Vent and 0 for Observation Pipe above. They will be located k from the end of the cell.
Vent pipes shall be Schedule 40 PVC and extend at least 12 inches above finished grade.
Observation pipes that extend above finished grade must also be 4 inch Schedule 40 PVC.
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POWTS OWNER'S MANUAL & MANAGEMENT PLAN f5j
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner p Septic Tank Capacity i Zo u gal ❑ NA
Permit p Septic Tank Manufacturer LAJ I E: Cr R ❑ NA
DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA
❑ NA Effluent Filter Model ❑ NA
Number of Bedrooms
Number of Public Facility Units NA Pump Tank Capacity Ef O U al ❑ NA
Estimated flow (average) 9400 alida Pump Tank Manufacturer w /ESE R ❑ NA
Design flow (peak!, (Estimated x 1 .5) (,00 alida Pump Manufacturer 43 0 u 1_O ❑ NA
Soil Application Rate al/da /ft' Pump Model PE 4(/ ❑ NA
Standard Influent/Effluont Quality Monthly average' Pretreatment Unit ❑ NA
Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravol Filter ❑ Post Filter
Biochemical Oxygen Demand IBODrI 5220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑ Other:
Pretreated Effluent Quality Monthly average Dispersal Csills) ❑ NA
Biochemical Oxygen Demand (BODa) 530 mg/L ❑ In-Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) S30 mg/L ❑ NA ❑ At-Grade ❑ Mound
Focal Coliform (geometric mean) 510' cfu/l00ml ❑ Drip-Lino ❑ Other:
Maximum Effluent Particle Sizo Y. in dia. ❑ NA Other: ❑ NA
Other: ❑ NA Other; ❑ NA
'Values typioal for domostic wastewater and septic tank effluent. Other: ❑ NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
inspect condition of tank(s) At least onto ovary: ❑ month(s) (Maximum 3 years) O NA
Gil ear(s)
Pump out contents of tank(s) When combined sludge and scum equals one-third (Yo) of tank volume ❑ NA
❑ month(s) (Maximum 3 years) ❑ NA
Inspect dispersal cellfs) At least once every: 3 ® earls!
Clean effluent filter At least once every; ❑ month(s) ❑ NA
® oaris)
Inspect pump, pump controls & alarm At least once every: ' ❑ month(s) ❑ NA
3 J3 ear(s)
Flush laterals and pressure test At !oast once every: U month(s) O NA
ry: 3 10 year(s)
❑ month(s)
Other: At least once every: ❑ oar(s) ❑ NA
Other: ❑ NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications:
Master Plumber; Master Plumber Restricted Sower; POVJTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank
inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks,
measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface.
The dispersal cellfs) shall be visually inspected to check the effluent levels in the observation pipes and to chock for any ponding
of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the
immediate notification of the local regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (Yel or more of the tank volume, the entire
contents of the tank shall be removed by a Septago Servicing Operator and disposed of in accordance with chapter NR 113,
Wisconsin Administrative Code.
All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment
units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
GNAW 14101)
START UP AND OPERATION
For now construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or of or chemical:
that may impede the treatment process and/or damage the dispersal call(s). If high concentrations are detected have the contents
of the tankis) removed by a septago servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be
dischergsd to the dispersal call(s) in one largo does, overloading the cell(s) and may result in the backup or surface discharge of
effluent, To avoid this situation have the contents of the pump tank removed by a Soptago Servicing Operator prior to restoring
power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to
restore normal levels within the pump tank.
Do not drive or park vehicles over tanks and dispersal cells, Do not drive or park over, or otherwise disturb or compact, the area
within 15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the
POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat;
'-':'foundation drain isump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil;
painting products,, pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS falls and/or is permanently taken out of service the following steps shall be taken to insure that the system is
properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed,
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with
soil, gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be ropaired the following measures have been, or must be taken, to provide a code compliant
replacement system:
❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption
system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by
required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will
result in the need for a new soil and situ evaluation to establish a suitable replacement aroa. Replacement systems must
comply with the rules in affect at that time.
❑ A suitable replacement aroa is not available due to setback and/or soil limitations. Barring advances in POWTS
technology a holding tank may be installed as a last resort to replace the failed POWTS.
❑ The site has not been evaluated to Identify a suitable replacement area. Upon failure of the POWTS a soil and site
evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank
may be installed as a last resort to replace the failed POWTS.
❑ Mound and at-grade soil absorption systems may be recbn'structed in place following removal of the biomat at the
Infiltrative surface. Reconstructions of such systems must comply with the rules In effect at that time.
< < WARNING> >
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name ~ p IZ CL S/O/YV Name
Phone 5- Z 7 3 - /~(T T Phone
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name So f1N5aN SANrfilfro'✓ Name Sf [ROIX ZCA#
'V b90
Phone 715_--Z73-:!5_,5t( Phone 7/r387
This document was drafted In compliance with chapter Comm 83.22(2)(b)Il)(d)&(fl and 83.5411), (2) & (31, Wisconsin Administrative Code.
ST. CROIX COUNTY
SEPTIC TANK MA1NJINANCE AGREEMLNT
AND
1 01WFRSIIIP CERTIFICATION FORM
Owner/Buyer bDP .MM
Mailing Address e) h zC 1~ (C M C (tJ ( t{ ci ( 7
Property Address k 6 A 0
(Verification required from Planning & Zooing Department f w construction.)
City:'State t-~e kAJ UZ IegA,1 Parcel Identification Number 11C '7 3 Sd
LF.C:AL DESCRIPTION 7
Property Location N W i Scc. 7-5-T 3 ON R1 zg W, Town of C If 2t e)
N~ r
Subdivision Lot f 1
Certified Survey Ylap # _ - 7j G E7 Volutne Page ti
Warranty Deed 9 7 Volume Page,!
Spec house z9P no Lot lines identifiable Q It()
SYSTEbI MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its prcncuure failure to handle wastes. Proper
maintenance consists of pumping out the septic fain, eery three years or sooner, if needed, by a licensed pumper. What you put into
die system can affect the fimetion of the septic. tank as a treatment stage in the waste disposal s}:stenh. Owner maintenance
responsibilities are specified in §Coumn. 83.`2(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to subtuit to St. Crum County Planning & Zoning Department a certification fort[[, signed by die
owner and by a master plumber, journeyinan plumber, restricted plumber or a licensed pumper verifying that (1) the on-site
wastewater disposal system is in proper operating condition and or (2) alter inspection and pumping (if necessary), the septic tank is
less than 1;3 full of sludge.
1, Nve, the undersigned have read die above requirements and agree to maintain the private se•.vage disposal systern with (he
standards set forth, herein, as set by the Department of'Commcree 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 Planning &
Zoning Department within 30 days of the twee year expiratton date.
L'we certify diat all statements on flit oriu arc true to the best of m +'our knowled e. 1. we am are the owner(sj of die
property described above, by virtue of'a wa rity deed recorded in Register of Deeds Office.
Number o gedr oats
SIGNAFURkTCANT(S) DATE
***Any information that is inisrepresemted rnav result in the sanitary permit being revoked by the Planning & Zoning Depamment.
Include will this application a recorded warranty decd from the Register of Deeds Office and a copy of the certified survey nap if
rclerence is made in the waranr; deed.
(RSV. 08/05)
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f.:A I^:" D;SCH RUE F,AIE ~Q GPM 145: ALLL'J C! SEFARAri C!RCL.TS
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1 CrAI G77UAN.I , HCAC = 7O FEET
APR-12-2005 16:28 FERGUsaN ENT HUDSON 715 386 6144 P.01
HMOULDS PUMPS Submersible ~
Effluent Pump
,MI
t
PE
is
'~sa0 ti,w
SPECIFICATIONS MOTOR FEATURES
Pump-General; General: ■Covosionresistant
• Discharge: 1'h" NPT • Single phase construction.
• Temperature: 104•F (400q • 60 Hertz ■ Cast iron body,
maximum, continuous when • 115 and 230 volts ■ Thermoplastic impeller and
s fully submerged. • Built-in thermal overload pro- cover.
• Solids handling: 'h' tedion with automatic reset. ■ Upper sleeve and lower
maximum sphere. • floss a insulation. heavy duty ball bearing
• Automatic models include a • 011-filled design, construction.
APPLICATIONS float switch. • High strength carbon steel ■ Motor Is permanently
Speda:ly designed for the • Manual models available. shaft. lubricated for extended
following uses: • Pumping range: see PE31 Motor, service life.
• Mound Systems performance chart or curve. • .33 HP, 3000 RPM ■ Powered for continuous
• EffluenUDosing Systems PE31 Pump: • 115 volts operation.
• Low Pressure Pipe Systems • Maximum capacity: 53 GPM • Shaded pole design ■ A:I ratings are within the
• Basement Draining • Maximum head: 25'TDH PE41 Motor. workirg limits of the motor.
• Heavy Duty Sump/ PE41 Pump: • .40 HP 3400 RPM ■ Quick disconnect power
Dewa!enng • Maximum capacity: 61 GPM • 115 and 230 volts cord, 20'standard length,
• Maximum head: 29' TDH • PSC design heavy duty 16/3 Sirw with
115 or 230 volt grounding
PE51 Pump: PE51 Motor: plug
• Maximum capacity: 70 GPM • .50 FP, 3400 RPM ■ Complete unit is heavy duty,
• Maximum head: 37' TDII • 115 and 230 volts portable and compact.
METERS FEET • P5C design ■ Mechanical seal is carlwn,
40 ceramic, BUNA and stainless
I'E h t I ..I I MODELS: PF31, 1F,/t, rest Steel,
35 HP..33..40..30 ■ Stainless steel fasteners.
10 j I T -a. 2 GPM
Pi c, l I. . - F I ( j • I AGENCY LISTINGS
30
o I " I t 1Fr FI r i•
25 - ! I i l SA~
l 1
Y.
20
c I l ( I I Tested to UL 77a and
Is CSA 22.2108 Standards
I- I By Cmtadsan Standards ASSodabon
j • ' .I ~ i I. L. , I ~ Lae atxlasay
10 Goulds Pumps I$ ISO 9001 Ragiuered
I ~ ~ I I
L I.jI.. ,i.
00 10 20 30 40 50 50 70 GPM 80
° 10 is m3/h Goulds Pumps
0 3004 m W,40 Ttchnolopy, Inc. CAPACITY
❑r ,'41 Un,.3004 ~ 1TTlndustries
1
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i
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r'IFd IFO 13 1st I \r16 1 111 ° 1'.
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i:<;.k4 Plus All-w,-One 1? Encap Front, Side and End Views
+111•
IIIII
~1" if
8" INVELRT ?a 7 II I1',• 8" INVERT 1'~+r IJ tr' S.3' INERT
18.2•- 33
Quick4 Plus All-in-One Periscope
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Quick4 Plus Standard Chamber Specifications
Si I,lV x t H) 3 x 5'` (866 crn x 135 cm x 31 crn) Invert Height 0.6, 5.3". 8A', 12.7'
Effective L.erngtn 48" (122 cm) (1.5 cm, 8.4 cm, 18.5 cm, 22.6 an)
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Wisconsin Depa entofCbllm~tbe~4 2018 SOIL EVALUA ON REPORT Page ol_
Division of Safe ty~Mand Buildings
J cco{da ce with Comm 85. Wis. Adm Code -
county
Attach complete 5lmpuw era petren*mttvss n 8 1/2 x 11 inches m sure- Plan must
include. but not limited to. vertical and ho nzontal reference point (BM), direclion and Parcel I.D.
percent slope. scale or dimensions. north arrow, and location and distance to nearest road. U
Please print all information. Ra ed by Date
Personal ineemal.on you Provide may to used for secondary euryWss (Privacy Law. a 1S oe (1) (me / /V
Property Owner, (I Property Locationl
!v_C_,\I. Govt. Lot /;.o/ 114 ,)15114 T c -)N R I tJ E(orW
Property Q1m's Mailing Address Lot # Block # Subd Nalor CSM#
{ L 4-- ZZ 15 h
City !1 State Lp Code_ Phone Number ❑ City ❑ Village Town Barest Ro4
Crnsbuctiert Use- esidenlial / Number of borkooms Code derived design Row rate GPO
❑Redacement ❑ Public, rcommercial-Describe:
Parent material Flood Plain elevation if applicable
General comments
and recmmaiendations' System Type . ~ ?-1`,~5r 7 L Sys'em Elevation
F Boring I # ❑ Boring
pit Ground surface elev.; R. Depth to limiting facto m.
- Sill Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP2
in. Munsell Cru. Sz. Cont. Color Gr- Sz. SR -Eff#1 'ER#2
r
1~ l v J r l~ ti~• _
r~
G { i
I
Boxing # r❑rnn Bomg / /7 1
~F pit Ground surface elev.! "'A R. Depth to limiting factor in. Sal 4cato n Rate
Horizon Depth Dominant Colon Redox Description Texture Structure Consistence Boundary Roots GPD#f
in. Munsell Clu. Sz. Cont. Color Gr Sz. Sh, 'ER#1 'Eff#2
rvlJ
I~
_J
Effluent #1 = BOD. > 30 < 220 mgyL and TSS >30 < ' EfBueM 112 = BOD, < 30 mgt and TSS < 30 ntryl
CST Name (Please Print) nature CST Number
Bird Plumbing. Inc. Shaun Bird 226900
Address Date Lvubabon Cold'. Md Ir,tophone Number
1432 120th St, Neva Richmond. WI 5gt~1 ; 7 715-246-4516
Property Owner Parcel ID Page _ of
F31 Boringp ❑ Boring F-
(a pit Ground surface elov(L'-4- h. Depth to limning factor
Sail liration Rate
Horizon Depth Dominant Cokx Redox Description Texture Structure jsste undary Roots GPDMf
in Munsell Ou. Sz Cont Cola Gr. Sz. Sh. 'Eft#l 'EIfa2 51 7 L
1 -
Bo ring p ❑ Bony
a ❑ pit Ground surface elev M, Depth to limiting factor in.
Soil t Aicahon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Effp1 'Efflt2
Bonny
Boring
F-1 Pit N Ground surface elev. h. Depth to limiting factor In.
Soil rration Rate
Horizon ')epth Dominant Cola RedDX Description . Texture Structure Consistence Boundary Roots GPD/ff
.n. Munsell Ou Sz. Cont. Color Cr, Sz. Sh, 'Eff81 'EB#2
' Lflfuern 91 = BOD, > 30 < 220 nx) L and TSS >30 < 150 mglL ' Effluent p2 = BOO, < 30 mg?L and TSS < 30 rtgti
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alicmate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
Sao Wo.x awi
Property (Tuner _ _ Paw. ID P Page - of
Bairg # ❑ n Bonn9 Ground surface elovIL-`L.)' ~ t Depth to limiting factor 1~
- in Soil ,abon Rate
Horzon i Depth Domnant Color Rodox Desmpeon Texture Structure Consistenw Boundary Roots GP.-)Mf
in Munsec Ou Sz Con. Cpior Gr. Sz. Sh 'Eff#1 I •Etf#2
i
Boring # ❑ Sonng
u ❑ pit Ground suda:x elev ft Depth to limiting factor in
Soil Acphcatwn Rafe
Horizon Depth Dominant Colon Reow Description Texture Structure Consistence, Boundary Roots GPDlff
m. Adunsell j Ou. Sz. Con. Color Gt. Sz St. -Eff#1 'Eff#2
! _ I
!
Boring
Boring #
pit Ground surface elev. ft. Depth to IimiOng factor in.
❑
Soil Application Rate
! Horizon i 'leptn Dominant Color Redox Description Texture Sirucluxe Consistence Boundary Roots GPDrfF
in Munsell Qu Sz. Cant. Color Gf. Sz SR -Eff#1 'ER92
!
l
I I
I
I I I
Effluent #1 = BOO, > 30 < 220 mgrs and TSS >30 < 15C mgf ' Effluent #2 = SOD, < 30 mglL and TS5 < 30 mq'L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance tc access services or
need material in an alternate format, please contact the department at 608-266.3151 or TfY 609-264-8771.
sao-nio mam:
Soil Test Plot P1
Project Name Todd Marek !S aun Bird
Address P.O. Box 228 /
New Richmond Wi 54017 STM #226900
Lot 1 Subdivision D_~ 8/30/18
NW 1/4 NE 1/4S 25 T 30 N/R18 W Township Richmond
Boring Q Well PL Property Line County ST. CROIX
BNI or VRP Assume Elevation 100 ft. Top of 3/4" pipe
System Elevation TBD *HRpSame as Benchmark
I-t0lh Arc
Scale is F = 40'
unless otherwise
noted
13-2
250' Please note: the soils get poorer as you go the west.
45, Also the slope' V decreases and become more flat.
Q. Best location is as close to 13-2/13 - 1 as possible.
10' 10' B-3 20'
-10
5'
12"(' Slope
13 1
103'
N 101'
Property Tine
1308
7aisconsm Department of Commerce SOIL EVALUATION REPORT Q= cage 1 of Uvision of Safety and Buildings in accordance with Comm 85. Wis. Adm. Code S~O2-~-
'N 'I\Jv AC.E. Sal & Site Evaluations
County Attach complete site plan on paper not less Ihar ?L; x 11 Irdles ~ size Pay most St. Croix
include, but not;mined to vertical and horwco al •elerence ppnt (Bhl) mrechuf, and Parcel LD. _ 1 S h
percent slope. s;Ae or d:mems,als, north arrow a"5lecatm and distance to nearest road. prt of 026-1072-89t-
P/ease print all information. Revis0.reddB Daatt~e
Frv^.e~al ntc'ma0o~~ou a _e once: ~e as efor F~euvJary untE. l~Yrcr Lu :A 1', m',I /
Property Ownert~/c6Ylr p~->`' / Prc~Jeny Locana, ~//,G;~ J 30. ff."
-3ohrr& Aderte Oidenberg Cc;t l of N 1I nl N 1 ri 5 ' 1 T 30 NR 19 N
Property Owner's Mailing Address Lot 41 Black # Subic. Name or CS C0 I
1445 140th Ave. 9+ " PriciPosecl'CSM
City State Zip C66C Phone Number 6ty Village ✓ Town Nearest Road
New Richmond VJ1 54017 /15-246 5563 Richmond 140Th Ave.
New Construction Use. ✓ Residential i Number of bedrooms 3 Cade derived design flow rate 350 GPD
Replacement Publ!c or commercial - Describe.
Parent material Glacial outwash Flood plain elevation, if applicable na
General comments
and recommendations:
❑ Boring # Boring
✓ Pit Ground Surface elev. 97.73 o hording factor >117 la Scil Appl¢a;ion Raic
I lmzen nepth Crminant Dolor Redox Descriptior. hQ t Cnnsslence Boundary RDDtx GI'DYt'
yV
1 0-14 10yr3/3 nor d5 as 2f 0.5 0.9
2 1426 /.Syr4/3 c ds cs 2f 0.4 0.6
3 26-46 10yr4/6 not k cs if 0.7 1.2
Rr J
J,
4 46-117 10yr6/4 none t C„ - - 0.7 1.2
Boring # Boring _
Pit Ground Sw'ace elev 96.08 R Depth to limiting factor >105" in. Soil AFplicaton Rate
9onzor Depth DOmn'acl Corr Reox Description Texture Stru:ure Ccnsistence Bd.anrIM Rccts
1 0-10 10yr3/3 none sl 2tsbk ds as 2f,1m 0.5 0.9
2 10 28 1Oyr4/4 none sl 2msbk ds cs 2f 0.5 0.9
3 28-78 75yr4/4 none Ifs 2msbk ds cs if 0.5 0.9
4 78-105 7.5yr4/6 none s & gr. Osg dl 0.7 1.2
' Effluent #1 = BOD 30 < 220 mg/L and TS >30 < 150 ni ff nt #2 - BOD, < 30 mgiL and TSS <30 mgr)
CST Name (Please Print) Sigpature CST Number
James K. Thompson - _ 3602
Address A.C.L. Sal & Site Evullvihon, / ' to Evaluation Conducted Telephone Number
Oscmla, 7d1 54020 1~ 9/19/00 715-248-7767
200 CSY~
Lp,FA-0
i
property owner John & Arlene Oldenberg Pa cel ID # prt of 026-1072-80 000 Page 2 of 3
E Boring # Boring
y Pd Ground Surface elev. 94.14 ft. Depth to limiting factor >109" in. Soil Mplicatcn Rale
Honzor (>Dlh DemirwtCour RMoxOescnptcn 7axtwe Structure Consistence Boundary Roots vPD1h'
•Eff#1 •Eff#2
1 0-27 10yr3/2 none sil 2fsbk dsh as 2f,1m 0.5 0.8
2 27-42 10yr4/4 none sit 2fsbk ds aw if 0.5 0.8
3 42-54 10yr5/4 none sit 2msbk ds aw if 0.5 0.8
4 S459 10yr5/4 f1d7.5yr5/8 sit 2msbk (Is gsl 0.5 0.8
5 59-97 7.5yr4/4 none Is lmsbk dsh ~I 0.7 1.2
6 97-109 10yr4/4 none s Osg dl 0.7 1.2
Comm. Bi.30(:3)2. applied to discount rmoxxoncentrations; (1escribed in H#4. Mottles are due to the 9reak rl!nrjal of the finer tdxnlred sit
immedialley above the coarser s vd vd not indicative of seasonally saturated soil. - \
4] Boring # I [bring
V, Pit Ground Surface elev 95.79 it Depth to limiting factor >101" in. I Soil Appx:a6on Rate
Hcdzon Ueplh Dcminent COO( Redox Dpsciipton Texture Structure Consistence Boundary Roots GPDW
•Eff#1 •Eff#2
1 0-3 I0yr3/3 none sl 2fsbk ds as 2f 0.5 0.9
2 316 /.Syr4/3 none Imsbk (is cs 2f 0.4 0.6
3 16 51 10yr5/4/ none s & gr. Osg dl cs if 0.7 1.2
4 51-101 10yrb/4 none s & qr. Osg dl ` 03 1.2
~1 tt
it
a Bonng # Bamg _
✓I Pit Gralnd Surfaceelev. 95.28 h. Depth to brining factor > 108" in. Soil Amicauon Rate
Horizon oeph Dominant Color Redox Oescdpt,on Iextme structure Consistence Bucndary Roots GPDW
'Eff#1 'Eff#2
1 0 13 IOyr3/3 none sl 2fsbk ds as 2f 0.5 0.9
2 13-24 10yr4/3 none sl 2msbk (1s cs 2f 0.5 0.9
3 24-43 10yr4/4 none Its lnlsbk ds cs if 0.4 0.6
4 43-78 I0yr4/6 none s & gr. Osq dl gw 0.7 1.2
5 18-108 10yr5/6 none s & qr. Osg dl , \1 0.7 1.2
_11
5ti~
Effluent #1 = BOD ? 30 < 220 mglL and TSS >30 < 150 myL Effluent #2 = BOD, - 30 mg/L and TSS < 30 mg/L
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iced material in in :dtcm:ile ionnat, plaaK conta, 1 mC dcp:umncnl at 608-266-3 1 J I w 1 1) ' 6113-264-87
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f:f eastc/aS FenCe«'^e'Er~~ = 97
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