HomeMy WebLinkAbout026-1165-31-000
*,srrrso Departr^enl of Commerce Cr,,nv, St. Croix
PRIVATE SEWAGE SYSTEM
Safety a^.d i;urpir; t: wlxinn
INSPECTION REPORT Sar,tar/Pe•mit No
(A I I ACH ro PERMIT) 605181
GENERAL INFORMATION State Pan Dl
Vms^'t'. ^RY^' a'IC "yGU (']vitle may he 6sed •o• seco"7a•Y pu'acses'PTivacl LJ/• t, i rS :1;lmjl
Penn; llpir,,'i Va^'^ CTV `pillage Tevrship PN^elTax No
Todd Marek TOWN OF RICHMOND 026-1165-31-000
CST BM Dc, nsp. 3tJ UC W., Uesenatar I~Q- c-.ton:ICwr.•Ranee+Mao No.
~r~f M oP 22.30 18.12971
TANK INFORMATION ELEVATIO DAT
TYPE VANUFACTURER n S CAPACITY STATlON BS HI FS ELEV.
1
Sep11C ~/L.~rn Bencirar<
Dosing 94*6 Alt RIV • 1Jr /o
Aeralocn Bldg. Sens- J ?
Hcldr-9 St-Ht Inlet R-55 1 ?7- TANK SETBACK INFORMATION $UHI Ol.tlet
t
TANK 10 -P+Lr WELL BLDG bent 10 All mace ROAD Dt lnW
Septic T 1 i Ot Bottom
Dosing Header: tdan
ln.lg to~.7o
Al:ralicn Disc. Pico
lx.lo 1Da- ~D
Hcld r,g Bot System IOI.
Zia
Fral Grade
PUMPISIPHON INFORMATION all 1,08.(00
L1anufactcrer
Q,j e_ Demand St Cover
F~ GP/M, IF,I kA- (0~r /O.. -
Model Number Lill
TOH Ltt Frlclier Loss System Head TD ! (J F: O
7.16 L o tUOK(n0
Fo•eemar Ler;tl3st Dia Ir Cyst •.c vseii I _
SOIL ABSORPTION SYSTEM
BED:TRENCH Y%I:t Lenetr I W!. CI T'voc'es PI DIZ M iONSNo.Ct L'S 1-51de l
DIMENSIONS LipuiJ""cu'
DIMENSIONS 3
SETBACK SYSTEIATO P1 BLDG ::'ELI. U•IKE:STRFAM LEACHING tAa'u'a>:mer f"
INFORMATION CHAMBER OR
Type OI Syslem ~D 1 UNIT
Ott! Mute N mpcr S 1
M • YVa1 7
DISTRIBUTION SYSTEM O` a~Cl~awbrll
Heaa._-, llllr.,W CsV hLlOn x•IOe $}e RHole. Spatiillj VvWto A'Irlce
r f~ I4C-~si _ ~ ~ ~ p
P.rarn I L' n,~_ le';I11•. ~ Dia /-SF'~riro ~ J
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Llc p:h : • I r11-t-\\O' e• _ x' ilep:h GI ex bee•frd'Sa9:ed K- Mol han
6c1r. n Ue^iter / Ix '.~:1,'Itrr.h >tlgey, / tipsr. Yes No - Yes N9
COMMENTS: !In-lade epce~d iscrepeaJJaes, aerso'ls p'escrt e11dIrspeclion #1. Inspeclion 42:
Location:'1L•I iIy I H ST . 'F:11lXCD"'"1' ~J1r
t.} AI: 8P.1 l er - 6
2 i Bldg sewer length = n 0.
- amou'lt of c_ver - fZ_
V
Pan other cnaee? Yes No
use other 'tIUel Nc
use s oe lo'or advitional Information
hsecUO,'., sy 't.. Ce•t. Nc
We
Sl (R:rC•'i
s~~-a~~-_ ass
n,, ,rn r-.-'~ (r~ Courrr
t' dl
J Safes and Buildings Division
Y
201 W. Nlashirgton Ave., P.O Box 7162 J ni-at+ Ycrm:t \unu.tr, ~s illled m by Cu
n S P s o 4 2018 ' Nladison, WI 53797-7162
?f311'T I It Appl - State 'l ransuctiun Number
l
54+44~rJT
Li a r .~'e r iN J1 3S++'{','rt1 m 1. sl.: eu:mvsron rl thi: 'N unit
nray..u...pn+, t. _ttai.mg.. so,rl..l~,.. orals \L.tc. Appacatitn fc:n,s for s~te-o:rxd POWTSarc.u:.m ed to Ymjec:Address(dd1`I'erene th::n mmlirg aidressl
III <rt1'e. -~.tU, aura' l ten'-n' 141 Ie l crsr. l inf-rn:a.oa you presicr may be used
u li .a r - wail the ~n ,law S..011)1.'S ; ts. -
1 Apphrllion Information Plume Pt mt (Il lnfonnatio
1 o w t n Vznc Parcel q
r ;c~z,6- l(65 - dipp I'.
_ ~apD ~h~2 Cc
Pmpcrt}'Ow+'.c:'. M1!s:Lnf Ad~~dress ~ Ywpaty Lncaucn ~ (p, (a97
(iovl Lut
City, Suuc
Ztp Chic PLnnc N'.mtbcr _ SE SSecnnn `
f w c Mo ti 5 /7 1y 37 -6 zq C T N. R ardL a0 (2)
L~_ 1(2)
11. T)pe of Building (check all that apply) Lot"
$old:vls:on N;i:ne.
I or 2 Family Uwdling- Nuuixl o1'H:crlm~nts 1 ~ 7 ,f
dk G4 Bl:.ck _ Lu/vDy IA45ANL4-
1 ❑ PubliaCommcrisl - Ucscrihc Use ❑ C'n of
CS%l Number ❑ village or -
.❑Stav:Mncui -De>crbe Csc__
,0-rm.,t,.f 2(~ff .yl n Nd - ~
I,., 1-d r 20 7A
Complete line B if applicable)x
Ill. Type • (heel: only one box on line A.
❑ 'Itratnlrntr'i3ohiuv lank its -e-mcrt Only ❑ Odor hfidificatwn to k:xisfmg System Icxplain)
A t s Suaem RcPlncmcnt System p'-'-
- - _ nt Previous Pc-mi; Vumhcr mA Datc Issued
B. ❑ Permit Kcaewal Li Ter.;ut Res lsion ❑ Change of 1']wabet I ❑ YcmtJ'I russfar to New Li
Before Expu-tmn (bmcr t o• _ t
',-TN e2E!!j1Y j,i~m CompunenlNevict: (f._hcck all that apply) J-
u Prrssu: ¢ed Lt-GIC:mJ 1 rcla..l i'J hl (imu. d ❑ AI lira :c ❑ hfo: d> z< m. of wmadc sod ❑ A1ou111 < 21 o t or Sm;ablc loll l~d
❑ Ile Jog Tart ❑ ( her Dlsi c l (.nmp.nent (explain'-.. . . ❑ I'Nucacn:nt Done (explain,
! \ ULSpersaVPrra trn Llrrt Ldm mahnn f
.asl Fk-Ie.Prfr T)cri.,n Soil Aq.h:elan Rate( gyd' Dispersal.\.La Required (s.i Dulxrsal Area Pwpu:eJ er) Sys[cm lNeva:ion
100 1> 2D0 JL S
VI. Tank Into I Capacity m Tou: a of tsfamtfacr-rcr n
Gallotts Gallons Onax
c ti y Y
Nt, TwAs Lx1. a: '1'mi. A ! G
Jc i e- (aldmg I'a1k- V'~1 T = il_ 4
~D. n (-ewlL -
1,11. Rcsponsihility Statement- 1, tilt undermiined, assns..! responsibility for installation of the POVVTS shoran on the attached plun.. -
PlnitY.x 's ya-nc Pn-a Plwabcr a Slgnotmc r h1P'b3➢RaiA:anEcr H:'sinr.~ 's l:u Vmr:Ear
b NL~G v.+l l a 2 Z~ `f `(7 I7~S 273 (Kc
Plun:hcr s )dies {Street, C.ty, Swtc, Zip Cock)
Vlll. 'ounty De sm•tment Use Oniv _
Approved ❑ Jh~1 pcsr'na I ce. Daate ss, d I1su1 Agent SI .M
❑ U',+r ea d.ve: on (nr Dental l L / V - 2 41
1'X Condit6M eV%Measons fur Disapproval \
~lg O KS t _ /l r ~p
1. Sep lark. IS1 EMV-n. f llo-, n.1 3 y pl/
y
USF ZI J.p, crll o1 r he ,,,fff 111 ta.ae•+
prat I;aar 3gemen! t Lv' .t' nee ~ 0.~- S
2. All Y 8~.k rncurxmNW5 rlts mu t w. -.a:rt - n c : Ok, l0 V~~~ t+-~
w per rotia6h Wit I .idimmen. P1&L)& mes- 2-4 ; A
A(Wh m rnmpltre plan. fur tilt s>srtm and submit to the ('ouoty only nn paper got less thnn N t : x 11 .Debts m Saar
tnK•=stK/LI
SBD-6398 (R. 11.11) 4) pI^ [QA afezt- 4tI 6-
Plot Plan
Name 1 pDG' !►i,4~~f~~
Address
New Richmond Wi 54017
Lot 31 Subdivision Lundy Meadows Date
N 112 SE 1 SAS 22 T 30 N!R15 W Township Richmond
County ST. CROIX
Boring 0 Well PL Property Line
BN1 or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 100.9%100.5 'HRPSame as Banchmxk
Alt. BM Top of 2" Pipe (g 100-2'
Scale is I' = 40
noted
3 Bs 393'
Property
F~ LuY
~PM
(3-3 JEv~
A
E
90' B-1
B-2
104'
6%
. !ope
1
y
295' Proptay Lutz
E
CONVENTIONAL COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
C.. tier's Name
Cvrner's Adaress ~,C`~C 7 2 5
Lega! Description JAI Z J c Lv s z Z 7 30
cd
Io nship J IL'(f;:7n'✓n
County -S ` CG-G/yC
Subdivision Name. L u,j,ij)~ -4^E;,_;';.
Lot Number 3
Parcel ID Number 6-5 _ -p e
Page 1 Index and title cQUtCI-
Page 2 Plot Plan j ( -FAA),t
Page 3 System Sizing & Cross-Section /Z tDc<.yrP
Page 4 Fitter Specs
Page 5 Maintenance information
Page G _ PAanagement Plan
Page 7 St Croix Cty Septic Tank Maintenarice Form
Page 8 Warranty Deed
Page 9 CSM or Plat
Attachments: -Solt Test & House Plans
DesignerrPlumber: /C License Number: ? J?
Date q-15?
Phone Number 7j
5z Y-
Signatire 41 /
L'esignec purs!ar:t to the m-Ground Soil Absorption Cenccren: !danual rui PO'.ruTS Ve'siar 2.0 860-10?CS-f, ",l oi.Ot;,
F'ayu
i
Plot Plan
Name 0 /1~,/FrE~~
Address
New Richmond Wi 54017
Lot 31 Subdivision Lundy Meadows Date -
N 1/2 SE V41S 22 T 30 N/131$ W Township Richmond
Boring Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 100.9/100.5 *HRPSame as Benchmark
Alt. BM Top of 2" Pipe g' 100.2'
Scale is 1 40
lLL
~f c--L unless otherwise
noted
5 qa:Kjr ~ c U f E
S
; B 393
i L°'9 5T Property
~a~ P~ Lux
ZuFM
ZO B-3 vE" is ~06
F
AL.{ Ra 5,
046- n B-1
104,
%
lope 150'
295' property Line r~ B
1- or 2-Family Dwelling In-ground Soil Absorption System (3-cell Conventional) L,--3
Dii;y wastewater Flow (DWF) n of bedrocrns x 1S0 galJday/bedreom = t . Gai/day
Design Loading Rate (DLR) or Soil Application Rate gpd/ft- (per SPS Table 383.443)
- _a_ gal/day UER _L..1- gpd/(tj =ft`
Required Distribution cell area = DWr
u Chambers = Required Distributon cell area 1Z,2b- ft' ZO ft2/ unit EISA = 66 Chambers
Chamber Nla%facwrer and Model: I ,O %L z t it's''- !J U. l G It Lt-l S _
Actual D:stribu:ion cell area = Required cell area 2OV ft` - S. 3 f;unit EISA End Cap Pain = % z%Siy
Cross-Section In-ground Soil Absorption System (3-cell
4" Schedule 40 PVC vent pipe w.th vent cap
> ~i7
.2 inches rr.inirnum 12 Indies ctinlmwr.
J~ll I
Zft T3 Final Grade (FG)
ft Tl FG ft T2 FG
inches Soil Cover
I 1
'14 2,inch Chamber Height
Trench c System Elevatiolll~ Trench 2 S stem Flevation Trench 3 System Elevation
I ~ 7
-ft - _ It ` ft ~ ft I inch to limiting factor
Iench
1 b Separation ~O 3 I v j
Plan View In-ground Soil Absorption System (3-cell):
Trench 1
h
3 It I[ illl II f iii ilihl Illl ~l ~ 1 adr/
r
f• design as
_ _ ; :han,t Nrs needed.
Jll w
1[f 1 l l~l l f[~~Il l I I[[[I l~ Tr -l l,', 4 inch Header
Sch. -L)
~l
It with end camps
Draw O fcr a Vent and for Observation Pipe above. They will be located ft from the end of the cell.
Vent pipes shall be Schedule 40 PVC and extend at least 12 inches above fimshed Grade.
Observation pipes that extend above finished grade most alsc be 4 inch Schedule 40 PVC.
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/fJ''/~ ~{n'3r~ i
POWTS OWNER'S MANUAL & MANAGEMENT PLAN ✓
FILE INFORMATION SYSTEM SPECIFICATIONS
n Septic Tank Capacity 12ou al ❑ NA
Owner
0 t ~ K(
Permit C Septic Tank Manufacturer W rESL5R ❑ NA
Effluent Filter Manufacturer O NA
DESIGN PARAMETERS - ❑ NA
Number of Bedrooms ❑ NA Effluent Filter Model
Numloer-of Public Facility Units ,il NA Pump Tank Capacity E30 a al ❑ NA
Estimated Ilow (average) ~d0 al.`da Pump Tank Manufacturer L(j fESER O NA
Design flow Ipeakl, (Estimated x 1.b)
Soli Application Rate 6 0c gal/day/ft' Pump Manufacturer r~ D u L 0 O NA
: Pump Modal PE ❑ NA
l/da /(t
❑ NA
M1,lonthly average• Pretreatment Unit
Standard InfluonUEffiuent Ouality
Fats, 011 & Grease (FOG) S30 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand IBODaI 5220 mg/L ❑ NA O Mechanical Aeration ❑ Worland
Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection 11 Other:
Protreated Effluent Quality Monthly average Dispersal Cell(s) O NA
' Biochemical Oxygen Demand (BODa) 530 mg/L O In-Ground (gravity) [3 In-Ground IFressurizod)
Total Suspended Solids (TSS) 530 mg/L O NA ❑ At•Grado ❑ Mound
Focal Coliform (geometric mean) 510' cfu/t00nil ❑ Drip-Line ❑ Other:
Maximum Effluent Particle Size Y in dia, O NA Other: ❑ NA
Other: O NA Other: O NA
Values typical for domestic wartewatar and septic tank effluent. Other: i ❑ NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tank(s) At least once every: 3 O month(s) (Maximum 3 years) O NA
12 ear(s)
Pump out contents of tankis) When combined sludge and scum equals ono-third (Y) of tank volume ❑ NA
At least once eve ❑ month(s) (Maximum 3 years) O NA
Inspect dispersal ceI11sJ every: 3 ® year(s)
Clean affluent filter At least once every: month(s) ❑ NA
earls)
Inspect pump, pump controls & alarm At least once every: r O month(s) O NA
3 H ear(s)
Flush laterals and ressure test At least onto every: P 3 '0 ear(s)
Other: ❑ month(s) ❑ NA
At least once every: ❑ oar(s)
Other. ❑ NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an individual carrying vise of the following licenses or certifications:
Master Plumber; Master Plumber Restricted Sower; POWTS Inspector; POWTS Maintainer, Septago Servicing Operator. Tank
inspections must Include a visual inspection of the tankls) to Identify any missing or broken hardware, identify any cracks or leaks,
measure the volume of combined sludge and scum and to chock for any back up or pending of effluent on the ground surface.
The dispersal cpll(s) shell be visually inspected to chock the effluent levels in the observation pipes and to chock for any ponding
of effluent on the ground surface. The pending of effluent on the ground surface may indicate a falling 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 (Yo) 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 Coda.
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, snail be performed by a certified POWTS Maintainor.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
G MTV (4:011
rt e
START UP AND OPERATION r he
For now construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other al:
that may Impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents
of the tank(s) removed by a septage servicing operator prior to use.
Systern start up shall not occur when soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwator levels. When power is restored the excess wastewater will be
discharged to the dispersal cattle) In one largo dose, overloading the toll(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 Soptage 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-grado soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of tho
POWTS; antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat;
Joundaticn drain (sump 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 stops shall be taken to insuro that the system is
properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:
• All piping to tanks and pits sholl be disconnected and the abandoned pipe openings sealed,
• The contents of an tanks and pits shall be removed and properly disposed of by a Septago 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 repaired the following measures have been, or must be taken, to provide a code compliant
replacement system:
O A suitable replacement area has boon 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 site evaluation to establish a suitable replacement area. Roptacerncnt systems must
comply with the rules In effect at that time.
O A suitable replacement area 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,
O 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.
0 Mound and at-grado soil absorption systems may be rec6nstructed 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 )=ROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name No E 2 C-L So/V Namo _
Phone S- Z 7 3 7 7 Phone
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name So14Al Son1 54 v1fhf+o ✓ Name f f CR01BZ.
Phone 715 - Z 73 -551( Phone ~IS mkThis document was drafted In compliance with chapter Comm 83.22(2)(b)ll)Idl&If) and 83.64(1), 12) & (3), Wisconsin Administrative
Code.
~I
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer 4Gppr7f ~K
Mailing Address ~5 'k' 2 Z ~3 I/J0 /4/,
Property Address 1459 1 Zp 1. `AIN ~tceA-
(Verification required from Planning & Zoning Department for new construction.)
City/State Parcel Identification Number 0 e u
I,EGAL DESCRIPTION
Property Location /4, 5 c , Sec. Z Z , T 361' N RyL5 W, Town of
Subdivision G U 9Ds Lot # _ 3
Certified Survey Map Voltaic Page #
Warranty Deed # I Volwne Page ?
Spec house Iya no Lot lines identifiable no
SYSTEM AM INTENANCE AND OWNER CERTIFICATION
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. Vv%at you put into
the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibilities are specified in §Connm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & 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) the at-site
wastewater disposal system is in proper operating condition and-or (2) after inspection and pumping (if necessary), the septic tank is
less than 1;3 full of sludge.
Uwe, the undersigned have read the above requirements and agree to maintain tine private sewage disposal system with the
standards set forth, herein, as set by die 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 Planning &
Zoning Department within 30 days of the three year expiration date.
Uwe certify that all statements on this form are true to tte best of myiour knowledge. Uwe anarare the owmcr(s) of the
property described above, by virtue of a :7 'my deed recorded in Register of Deeds Office.
Number of bedrooms
11
---==Z L tli P~__- l l~
SIGNATURE OF APPLICANT(S) DATE
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.
Include with this application a recorded warranty decd from the Register of Deeds Office and a copy of the certified survey nap if
reference is trade in die warranty deed.
(REV. 08/05)
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Quick4 Plus Standard Chamber Specifications
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Etfe.ttve Length 48" (122 crn) (1.5 cm, 8 CM, 18.5 cm, 22.6 ar)
' INFILTRATOR $YSTELIS tNC. STANDARD LIMRCD WARRANTY
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AF'R-12-2305 16:28 FERGUSON ENT HUDSON 715 MME 6144 P.01
GOULDS PUMPS Submersible
Effluent Pump
PE
r
~'Wil NAV
SPECIFICATIONS MOTOR FEATURES
Pump-General; General: ■Corrosionresistant
• Discharge: 1''A' NPT • Single phase construction.
• Temperature:104OF (400C) • 60 Hertz ■ Cast Iron body,
maximum, continuous when • 115 and 230 volts ■ Thermoplastic impeller and
E fully submerged. • Built-in thermal overload pro- cover.
• Solids handling: 14' tedion wNi automatic reset ■ Upper sleeve and lower
maximum sphere. • Cass a insulation. heavy duty ball bearing
• Automatic models include a • Oil-filled design. construction.
APPLICATIONS float switch. • High strength carbon steel ■ Motor Is permanently
Spedaliy 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
• Effluent'Dosing Systems PE31 Pump: • 115 volts operation.
• low Pressure Pipe Systems • Maximum capacity: 53 GP:vl • Shaded pole design ■ All ratings are within the
• Basement Draining • Maximum head: 25'TDH PE41 Motor working limits of the motor.
■ Quick disconnect power
• Heavy Duty Sumer PE41 Pump: • .40 HP, 3400 RPM
Dewatering • Maximum capacity: 61 GPM • 115 and 230 volts hcord, eavy duly 16dard length,
• Maximum head: 29' TDH • PSC design 115 or 230 volt grounding
PE51 Pump: PE51 Motor., plug.
• Maximum capacity 70 GPM • .50 HP, 3400 RPM ■ complete unit is heavy duty,
Maximum head: 37' TDH • 115 and 230 volts portable and compacMETERS FEET • P5C design ■ Mechanical seal is carbon,
40 ceramic, BUtL4 and stainless
P'P1 I I ff I ( I Moms. Pe31, Pu_rest steel.
35 r - I I I I I I .I-I J. '^rl, I I HP, A!, so, so ■ Stainless steel fasteners.
10 _ 4 I. I - 2 GPM I
' 1 l - I I AGENCY LISTINGS
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file OLR3850
10 i { L I 'r ! ! ' l I I GOUkls Pumps is ISO 9001 Regius ed
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0 It 10 1'5 m!/h Goulds Pumps
CAPACfTY
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Wisconsin Departinentof Ccxnrnerce. SOIL EVALUATION REPORT Page ot3
Dwis+on of Sa'ety and Buileings
m aa:urdance wAh Cor',m 8.5, '.bi5. C.on-. Code .z
amty
Attach complete site plan on pa{wr npl ;ess than E 1!2 x 11 inches ir. size Plan must - -
d ~arui I.:)
inGlwe. bul net landed tc: verar,al and horizontal relemna: point (BMj, direr, hon an P
percent slope. srale or ounensioro norh avow, and location and distanw to mares road. 01 V'
evict' d Date
Please print all information.
Peannot irdmme0on ynu COU Se maY'bc ux0lc•r ECrnxfnry V•urppsrz (P+iva.y law a 1504
property (Nmr+r F'rppen" cwt:w,
' 11S ~'T NR CIO1h'~
Gc Lot
Property Owners Ma:' Ad,,ress , tit # I PI(Kk ti Sltxt Name a ^SMy
City/ 'tarn 7,P Ga9e Phone N"mtwr - -:1 city V1Ila,;^ <T.-4V n Nearest RoadC
✓7 J,¢~ _I~ < /,r ( f ( _cc7.2_~/ /7/%117 I-'_~
• New Constrvclion Us'• - Res:::rrtial i Number of bedroom Code derived des,.-,n flow rate y..u U U y',~- GPD
RcWacement r ul-,c er meria - Desmine
Parent material f i wd flail et vdL )1 /aJ)/~arpp/.r)4ov, _ ft
Gerleral con nlents c,
and recommendations-
9 J
Bonn, _T / (/'~v, /Ct
0oring it
' pit Ground surface elevfl. Dupm to Iimitir,g facto in - it Wicatbn Rate
Fkx oo Deem Dominant Col Rooox Descripowt Texture Struchure Consistence Boundary Roots
M. Munsell Ou. Sz Cont Color Gr Sz. Sh. 'Ef i 'F"92
~
r/
, 57/
77
l 0 - Z -Yr= LU < '-b"h c rr-s e, c-<_ui a
I ~ -l~rr
Bum+g
Beying
Pit Ground suAace elev/CR DCC.h to hmmng favor fD _ rn. Soil hcation Rate
Homon DepthDominant Calm Redox C) mpboo Texturr. Structure Consistence Boundary Roots GPWIt
in Munsell at, Sz. Cont.Color Gr Sz. Sh. 'E11#i 'Eff#2
iy i
Irk
- r
Effluent 41 = BOD > 30 < 220 rogL and T SS >30 < 150 ' Ef laenl 92 = BOD < 30 mg.'L and TSS < 30 mry'L
CST Name (Please Print) r - CST Nurr-Ow-
Bird Pier t rig, Inc. Shaw? Blfc 2126900
1008 192nd Ave. Nu-,'r R ch-rond.':;rl 54C1'
~3i
Property Owner Page __of _
3 Doing 1 Boring d rn.
Pit Ground sudaae elev./~✓ H. Depth to Lm:ling fa:1a Soil Application Rate
Horizon Depth Dominant CWor Rednx D¢senplion Textutc Struct ure Consislenc¢~ Boundary Roots GPD•'ff
"
in. •Etfp! •Eftd
Munsell _._Ou. Sz Cunt CWor Gr. St, Sh
i
S I r1
l
t
❑ Boring
❑ Boring tt E] in.
Depth to limiting factor Soil liCdtion Rate
pit Ground surface elev. ft
Horizon Depth Dominant Color Rcdoz Description Texture Structure Consistence Boundary Roots .E GPD,M EW
_ft in. Munsa I Ou. Sz. Cont. Gd:z Gr. Sz. Sh
Boring b ❑ Bonn elev. . -h. Depth to limiting factor in.
❑ pit Ground surface Soil hcation Rale
URwts-rf=NC
Horizon Depth Dominant Col Redox DesctipEOn Texture SU UCIUre Consistence 'E"2
in Munsetl ou. Sz Gent. Color Gr. Sz Sh.
1
I
F-A]
' Efluent kt = BODE 130 < 220 m9l and TSS >30 "So pKVL ' Effluent K2 = BOD, S 30 m9A- and TSS < 30 mgt
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alicinate format, please contact the department at 608-266 3151 or T-rY 603-264'8'77'
5UD Ir10 rae Ut'.
Soil Test Plot Plan
Project Name William Stock/Steve Dalton Shaun 13'
Address 1748 112th St.
New Richmond Wi 54017
CST #226900
Lot 31 Subdivision Lundy Meadows Date 8/11/03
N 1/2 SE 1/4S 22 T 30 N/R18 w Township Richmond
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 it. Top of Survey Iron
System Elevation 100.9/100.5 *HRpSameas Benchmark
Alt. BM Top of 2" Pipe (q- 100.2'
Scale is 1" = 40
Plcase note: Installer must unless otherwise
verify all lot lines and setbacks
before installation. noted
Please Note: Tested area 393'
may not be suitable for
desired building area. Property
Check system location line
before excavating.
R-3
106'
45'
'
30
5'
B-2 90' R_I ON4 104'
6
Slope 150'
295' Property I.ine Mt.fl