HomeMy WebLinkAbout030-2153-37-000
Deonn'ent c' cc-°erce PRIVATE SEWAGE SYSTEM Spt
Safety am. It~Aony 7w 5i>r . CFOIX
INSPECTION REPORT Sln.tary Point Nc
GENERAL INFORMATION (Al' TALI i TO PERMIT) State P an f) No 607022
Pe'sorel °lor'ater, you p'oe,ac mug be. ..sec for secendari F-rpaseS jIj Ia y Law S ' 5 U4 :1n,q
Penn t rloldcr's Narr. J loge Tmvosrip Parcel Tax No.
Citywide Development Inc. TOWN OF SAINT JOSEPH 030-2153-37-000
CSI C`.t CI^/ Insp Bbt Fie, Ceszn al 5r ewomlGi. r,Itargz TvlaV No 1 11 20.30.19.3107
TANK INFORMATION ELEVATION DATA
TYPF MANUFACTURER CAPACITY STAT.(,N es HI FS ELEV.
Sept id + _ Denclnnark r
Dosing Alt BI.1
Ae:at.on B dg Seveor - -
Hclding S7Ht Inlet
St'H: ow'et
TANK SETBACK INFORMATION
TANK TO P1 WELL B:I)G. vcn:i>A•Im:.ke ROAD Of Inlet
Septic Dt Bolton'
r _
Dosing I leadeurdar
IA e'at on Dist. Pipe
Holding Be! Sostorn -
PUMP/SIPHON INFORMATION P ral Cade
Mancfaclu'e' Doman.' St Cover
GPM
lAodel Number
IDI I Ldt r Fricliar Loss Sys: -I' f- ad 'DH °t
. C =.l 'o ;;gin
Fmcerrain I ength - Da
SOIL ABSORPTION SYSTEM
BEDfTRENCH 'Ai, r' . erptn Nu O' Trenches PIT DIMENSIONS Nt O' P is Ins do Da L14,10 7cut11
DIMENSIONS
SETBACK SYS I I-PA TO P+L R;.DG 4VEL_ KE, S REAPA LEACHING falan~facLre-.
INFORMATION CIIAMDER OR
t YG2 O'Ei la is UNIT Mcde NdmI;,:,
DISTRIBUTION SYSTEM
FeaneN6ta.u'c A C 5P h,.l "r x -tole rp x I la c Spat^y ✓cnl k. nla'rC
- Pipe~3i
LunyP' Da l o.- rth Dia Spac ny
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Ove Depth C).vr xx cppir of yr }iecdcC SO>oed xx `AUH.rea
Bedr"e-enecntor - •±e;rl rerCS Lcyes iJpSe Yes j No - Ycs NO
COMMENTS: drel.lde (,=e dsaepenues, cersons c,esent, etc i Inspection #1: Inspection #2
Location: 49?'49TH AVE
I j Al! BM Descnp:ion = f m -
Bldg sewer length
- amol,nt of cover = 7~ ~ \ ,kK!~
Plan revision Regui•ed, Yes f No . ' +
Use o:ner smc 4:, adnitional rfo'mation.
I:;dr• InsexexSS gn afore C,ea Vc
S-aul
- County
/j?\ Safety and Buiidings Division 57+ C (e L' Ix
20JW. Washington Ave., P.O. BOX 7162 Sanita:ry Permit is`.:mbc: (to be [ !din by Cu.)
Ma - LN 53707-7162
„y
K
0 0070ZZ
Il1t~T~/
'N4
mr
- - r State lransa Lumber
Sanitary, Permit Apph < - G t./
In accorwm e vi SPS 11121(2`1, NY,,. +w . Code sub rsmon or its form to dw appropnate govcrnrentniluit
I eauued pi ;vi tV ub aiin r mlar l ^rrnI Note. Appl cat or lc,ms fur state O'Incd POV,?S are sub noted to Project Addr<>s (n JiPcrcnl ran :nailing addter,)
[ DeI rtmem n ea ch nil Pr c - u..al a>. Pcr,olul mfom at:o.. you provide nay be used fit secrnda ,e
t^nSC, i,a, urd e%ah die P,nac^Law s. 59411Antl, •St_IS. 7 /7 9 N VC
r
1 I lication Information- Please Print All Information
l y;, n, I / n parcel 9
C f( ~'~-vy~~"rn~l~'I yrG r~hl~
1 npemy •unorls Tiling Address - ~ Yrmpuly Lucat r1 06f . ~C[
S /\j Govt Lot 3 1U7 tlU Cm;, Smte Zip Cafe Plwnc Numbu y;• E s;• Section z O
ti
15-5 Q (,held one"
~jl-lTz--Zl7~\'; R
IL Type of Building (check all that apply) Lot u
R l of 2 Family Dwelling- Numbcrof Bedramts Subdivisi )j on/v~~Nmre
0.6 Block 4
1 ❑P:biisCommcrciel-Dcs_::bc Use ❑City o.°
CS\I Nlx ❑ Village of
L3 Slate ITsred - Descn'cc tlu um
1J,s~ Ce_ll5 5 _r~ iFdTuvuof
w 2+Z5 CIA. ,1oe
111. ]y,.plfe of Permit: (Check ou(y one box on fine A. Complete line B ff npplicable)__ Zo ts.t_ TG
~iCNrw wa,enl Replacenenl System ❑ 1'reamenvlloJ •tg TarI - RcFlacuncm Ouly ❑ Other Modificatior. to Existing Sysltm (explain
Il l ❑ Pcrr ut Renewal ❑ Per in it Revision ❑ Change of Plumber ' ❑ Yermt'lrmsfer to New IrIlim Previous Perini! Number-;md Date Issued
Before Ex rtion Owner I _ I
V-Type ofPOLVf45y61ertt/CumponcnUllevtce: (Check all that apply)
1.~6
Ip,NV: Pressurizai In-Gr.= Pre„J iasd la-Ground ❑ A:-Grade ❑ MuunJ _ 21 in. of xui:vble soil ❑ S[ound <2; m. of s'alnble sod Ct ~y
-
❑ holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (cxplaur)
V. spersalffrcatm_cnt Area l nformation: / _ •t
Design Flow(gpd) llcsign Snil AI:plicannn Ratc(GpLst)j Disposal ArcaRcqui:ed (sQ Dispe sail wren Propw cA (s}) Syslua Eievatmn ¢ 9 -
97
VI. tank Info Caprscits• in Too Cot' hsunuacl aer J
Gallons Gallons Units i
New Tanks Existing Teaks j u " J w
s.~ao iml nar,m t> - 1 ZCD ! &4-) (Cricz!'1 - -
_ - -
Closir Caemhar
c r ylL /
VI 1. Responsibility Statement- 1, the undersigned, assume responsibility for 6utallalion of The PORTS sho»n ms the attached plan,.
P'.umhOer's lysine (Print) YiumSer's Signature \IP::Lff'IeYNurtlber Brines, Phu= Nulrbec
1209 1= ~G~S~'J ~ `.~u ~2bf97 I7is-873-5Iyve
Pl' mWtx s;Gdress (Seca, Cav, State, Zip Cedc)
LL- S rJOG 1 J Zle _
I VII Couittv/De artment Ilse Only
AAppmvxd ❑ lhsappro e d Pem:lt Free Dare Issued Issuing - cnt Slgnatme
s
❑ Uwre: (3:vcr. Kcucn for Denial 500- aC~ 2_ 1) 1//91
IX.Conditks ZI t caso furnuapprolai \ n L.
1. Sept ark a t. ,9~c n~i 3,J IGn lp.cg vtA~,nJf ~3eNe
u
+s s o u dll be 'c _I~
p?f sitar r 3 Gempi ' plan i❑ L: w r 10C 2. AH neflss>rrk rKl it •nn,s m. t u , r c 7) s 6rM,..'~- ✓t r
oppri'yt &rblAOa:•rr:rd.•.nrtl.
ioaLrr iu siaa
Atfaeh b rnmplete pixoa fvr the alsxlem and submit to the County only ov paper not less Ihan 8 0'.11
SBD-6398 (R. I l!11)
i awnsnip.. Ccmr%^ St. cu?,..- - -
i
kill c~. '✓G .i;)°
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sue`-.. 83
CONVENTIONAL COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Proiec: Name f
Owner s Name:
O-,vner's Address: 7S'D 5, S -t- l / u J A- t ~r PL- 1l0 ti l T
S ~ I (_c r.rJ h ->Ltz'a ~ %rrF ~v` S~-~ ~ z
t
Legal Descrip!icn: tit C U F j Z
Townsmp
County.
Subdivision Name' r/ ~Q. ' `~TZ /Z I c;z-
Lot Number 37
Parcel ID Number L) R / Z i `f Z - U C
Page 1 Index and title
Page 2 Plot Plan ~U rt 4ti
Page 3 System Sizing & Cross-Section f t c<ti~
Page 4 Filter Specs (Z c' H 4 YC-?\
Page 5 Main tenancednformation
Page 6 Management Plan
Page 7 St. Croix Cty Septic Tank Maintenance Form
Page 8 Warranty Deed
Page 9 CSM or Plat
Attachrnents:.Soil Test & House Plans
n
Design eril iumbet - `t /ZzA kJC:C l
x - License Number: Z(-
Date Z / 9 Phone Number
n
Signature
Designed porsuarit to the in-Ground Soil Absorption component manual to,, POWTS'/erslon 2.0 SBD-10705-P V, 0I)C1 i.
Page 1
(L6+ pl~AAr zJ
Subd.IN a; m: 7'k)ri,.;CT Ridge
Lo' No_: _
Legai Descriptior: >Vr i.`4 NF.1;4 S20 -13 ON' R; 9W
Yownship, tbunrv St. Joseph, St. C.o_Y
t_x ;t h%~:~b:... l Dii.ikl": op r;f2" P~'e Pik
Z:ltc_t LLi; E:znch idL:k EL Top of 2' pvc pipe
Slope- 1^'1_
1
4G
~ ~y R
y ~17A'\
S ter'
~D`l„FM VSa
r 1.
` 4~1
s--- 93
ill ~ /D1~ I
r,
or 2 Family Dwelling In ground Soil Absorption System (2-cell Conventional)
Daily Wastewater Flow (DW F) , = # of bedrooms x 150 gal/day/bedroom = 0 C) gal/day
Design Loading Rate (DLR) or Soil Application Rate = : gpd/ft' (per SPS Table 383.44-1, 2, or 3)
Required Distribution cell area = DWF gal/day +DLR o 6 gpd/ft' ft'
#Chambers =Required Distribution cell area ft' 0 ft'/ unit EISA = _-j Chambers
Chamber Manufacturer and Model: I J F// / f~ 4~o yc f~ rL/'c r ~w FL U 5
Actual Distribution cell area = Required cell area ft` + ft'/ unit EISA End Cap Pair =~Cws
Cross-Section 1n-ground Soil Absorption System (2-cell):
4" Schedule 40 PVC
f~ vent pipe with vent cap 1
' 12 inches minimum } 12 inches minimum
/c T
f inches Soil Cover
Trench 1 Sys-
tern Elevation Z inch Chamber Height
.~_ft ~ft Trench 2 System
If--i~_ I Elevation
~ft it
Trench Separation Leaching Chamber Width
7
ft to limiting factor
Plan View In-ground Soil Absorption System (2-cell): Trench 1
Modify
it
header/
,i design as
ft Leaching Chambers 0 needed.
Trench 2
4 inch Header
Sch. D 3
~D Z it with end camps
Draw O for a Vent and for Observation Pipe above. They will be located it 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
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner t E p ^fL~- Septic Tank Capacity 1200 al ❑ NA
Permit Septic Tank Manufacturer W f Ef L°2 0 NA
DESIGN P RAMETERS Effluent Filter Manufacturer 0 NA
Number of Bedrooms 0 NA Effluent Filter Model 0 NA
Number of Public Facility Units }t~ NA Pump Tank Capacity 60 v al 0 NA
Estimated flow (average) V40 gal/day Pump Tank Manufacturer Lo /ESFR 0 NA
Design flow (poak), (Estimated x 1.5) (00 allda Pump Manufacturer r~ O (A L 0 0 NA
Soil Application Rata al/da /ttt Pump Model to rc 1// 0 NA
Standard Influent/Effluent Quality Monthly average* Pretreatment Unit 0 NA
Fats, 011 & Grease (FOG) 530 mg/L 0 Sand/Gravol Filter ❑ Peat Filter
Biochemical Oxygen Demand IBODa) 5220 mg/L O NA ❑ Mechanical Aeration 0 Wetland
Total Suspended Solids (TSS) 5150 mg/L 0 Disinfection 0 Othor:
Protreated Effluent Quality Monthly average Dispersal Cellfs) 0 NA
Biochemical Oxygen Demand (BODa) 530 mg/L 0 In-Ground (gravity) 0 In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mg/L 0 NA 0 At-Grade 0 Mound
Fecal Coliform (goomotric mean) 510' cfu/100m1 0 Drip-Line ❑ Other:
Maximum Effluent Particle Size Y in dia, ❑ NA Other: 0 NA
Other: 0 NA Other: 0 NA
'Values typ:cal for domestic wastewater and septic tank effluent. Other: O fJA
MAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tank(s) At least once every: 3 p ear( I(s) (Maximum 3 years) O NA
Pump out contents of tank(s) When combined sludge and scum equals one-third (Y) of tank volume 0 NA
Inspect dispersal call(s) At least once every: 3 0 car(s)(s) (Maxfmum 3 years) 0 NA
Clean effluent filter At least once every: 0 month(s) 0 NA
® ear(s)
O NA
Inspect pump, pump controls & alarm At least once every: r 3 ❑ month(s)
® year(s)
Flush lateral$ and pressure test At least once every: 3 0 month(s) 0 NA
~ oar(s)
Other: 0 month(s)
At least once every: ❑ earls) 0 NA
Other:
0 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 Sewer; POWTS 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 cell(s) shall be visually Inspected to check the effluent levels in the observation pipes and to check 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 (Ya) or more of the tank volume, the entire
contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113,
Wisconsin Administrative Code.
All other services, including but net 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.
GMw (41011
C~)
START UP AND OPERATION
For now construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or othe emicalt
that may impede the treatment process and/or damage the dispersal call(s), If high concentrations are detected have the contonti
of the tank(s) removed by a soptage 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
discharged to the dispersal cell(s) in one largo dose, 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 Septago 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 (sump pump) water; fruit and vegetable poolings; gasoline; grease; herbicides; meat scraps; medications; oil;
painting products; pesticides; sanitary napkins; tampons: and water softener brine.
ABANDONMENT
When the POWTS fails 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 Soptage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space fillud 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:
❑ A suitable replacement area has bean evaluated end 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 now soil and site evaluation to establish a suitable replacement area. Replacement systems must
comply with the rules in effect at that time.
❑ 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.
❑ The site has not been evaluated to Identify a suitable replacement area. Upon failure of tho 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 recbnstructed 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 0 6- 2 CL 5CA/ Name
Phone - - Z 73 - llzll e Phone
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name-Toµ,vsanl S,q vi A+e ✓ Namo S1<<RDl 2v~1
I Phone 7/S- z 73 -5 S 1( Phone
This document was drafted In compliance with chapter Comm 83.22(2)(b111)(d)&(g and 83.54111, (21 & (31, Wisconsin Administrative Code.
L..J,LQ,1t'~;Fl.,c; f i Ii'S?If)NLisslt`O
-17 ( - ,
U D Z
Parcel Idetioncatioa Number O ?l L` - Z.(57 7"- 3 7 o P L'
'1.'r.. 1O N
NE ~lE 21) 3D
!tier! S.u t eN, !Slap i' olulnc
L Voluntr 1 •h:: !
Lot ffires identifiable 1 es no
(i>
'I JOIN
fmptopcr use and mvutcaance of N-,!w r:cpoe >rsrr, rn cuula;csuit m its p)cniaturc iailurc to handle wastc;. t'n,j: •r
a In: r:wucr consrscs of plimpmg out the septic tank everv ttrrec yrars or sooner, if needed, by a licensed pumper. Viral yo-, put
' tem eau aRtei the function of file septic tank as a treatment stage in the waste disposal System CTHrtrr nraurtatance
.,,biiities a,e spc:•i[Ic:'; :u CConun. 8~.53(l } and m Chapter 1 . 8t Croix County Sanitary Chulmance
TIrc proper}' owner agrees to subrrut to Sr. C'rotx County p?atuung & Zoning Dcpartrm:nt a cerlifiea(a„n furor, h , e,
> uiamher. ;ottareYatan r.kunbc., resu-iGtcd plurru!ar or a licensed tnuape. 1cril71ng that i 1 h !htr vo av.
ric, disposal sysmil is hi proper operatutg condition andim after mspecim ar;d pumping (if necessary), the ;eph; taro
than 16 blil of sludge.
I: %ve, tit,- undersigned have read the ahovc regmreinents and agree to maintain the private sewage disposal syst,-m 1&16, 1,.1:
.:•.dard set torah, netein, its set by die Dcpanraeon of Carumcrce and the Department of Nattrrat Resources, titan; of 7h f •rrr.,o
r;, r,iu„ sating tlyd ,out sepm system bas been maintained must oc completed and rct=cd to the St. Cnnx i,nunty
within 30 drys of the three year expiration date.
certify that ail stmenrcuts oft this form arc vue to Le best of my;our Knowledga i.
described above, by viatre ofa yaiyann decd recorded m Register of Deeds Ofl'r:c
'•'-tt is➢t)CE of tuedt-ooms T
SIGNATURE OF APPLDCANT(S) "'Any information chat is misrepresented may result in dx saniCary permit being revoked by the Yfamling & Ztmmg flep::
C"-)tire I ,118ra-~ d:, n I, .,r, ilu 1• ]!):a:.`l or O~Zds
..,.d
sk
CDmbin.ati.on SeD lc.*Tark amid /Q
pL IV1? CHAMBER CR055 SECT0,Q AtJO SPECiFICATIOMS
i • WCA, nf,( Fi<DOr
VCL:T CAP
?1 - JUUCTICA: ?OX
y'C.L'JCU7 PIPE . II1 ;i AtPRCVCC LOCKIAr
IO' FRoM OCOR I I I MAi'tCLC CoVC R +"l
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PROVCDE I
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-AtRTIGN7 SEAL I III I \v~
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:.PPRvVCD JOiL-,/ I 2P,8:1. FtLh'kr/ I III I ! I +v,IC.T. rIPC F
= r!PC°R rx Tank construction I II ALArN,
stall comply vith I II
UHR 1;3.15 and 3'.20'
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KISC.R EXIT PEFe-irTIC GQLy IF TAFJK MAtiUFACTL'.RCR HAS SLC'n APPROVAL ~4fyJfr,'C
SPCCIFICATIOF!S
705E ~ ~
rA,-K< MA UL FACTUKCR: "U 1'~S b(y d G`~ ~ Ji'U 81R OF DOSES: PIK DA,
TANK C!.C; If 160 804"4 ALLOWS GCSE V'CLW.MC i'/~/
._A C,f1 11AL'LFACTURCR: -t?C'1"It:C CL(vT~FYI~ IA.wCLUCWCG GACKr LOW: J"t~ -i-'-~GALLC!„5
,*%,000L QLIMBCR: 10( H~J CAPACITIES: A= o%9'.CHC5CK ~GALL045
!WITCH Tt~PC: - ` • OA 7 IIJC NES GK G~LLOUS
iIumP /^.ALIUFACTJKCR: 1 er Lk C~~IU:HES On" ~7 zvALLOU:
MODEL KUMEEK: ~i&Ir HLS CR 12 4, 'JALLDUY
SWITCH TYPE:- r"GD
UOTE: PUMP AA:O ALARM ARC TO DL
11A {MU,"t'6;SLHARGE RArE~,1~CpM yY- IGGA}}757AL! EO CQ 5EPARATC U=CUTS
VCKTICAL DIFFEKEA:CC DETW'CEL.' PUMP Off AUO.OISTRIBUTIOIJ P,PE.. rEET
ii`~UJW,,Jl1 MCTW'ORK SL'PPLJ PRE~S`S'UR,E~. , , , , , , . . ~ FELT
i v FCCT OF FvRCC 1"AIfJ X ,/'/7F/IpoftFRICTIOU FACTOR..-~ FEET
TOTAL CIkIAMIC HEAL = L LPL FEET
As Pc r.nanufac t.;;rer ZL'I I, 1
APR-12-2005 106:213 FERGUSON ENT HUDSON 715 396 6144 P.01
[(b]GOULDS PUMPS Submersible I
Effluent Pump
y •1
PE
tnwc~..~.tr
SPECIFICATIONS MOTOR FEATURES
Pump - General: General: ■Corrosionresistant
• Discharge: l h" NPT • Single phase construction.
• Temperature: 1040F (400C) • 60 Hertz ■ Cast iron body.
maximum, continuous when • 115 and 230 volts ■ Thermoplastic impeller and
fully submerged. • Built-in thermal overload pro- cover.
• Solids handling: 112" tection with automatic reset ■ Upper sleeve and lower
maximum sphere, • Class 8 insulation. heavy duty ball bearing
• Automatic models include a • Oil-filled design, construction.
APPLICATIONS float switch. • High strength carbon steel ■ Motor is permanently
Specially 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
• E$IuentJ'Dosing Systems PE31 Pump: • 115 volts operation.
• LAW Pressure Pipe Systems • Maximum capacity: 53 GPM • Shaded pole design ■ All ratings are within the
• Basement Draining • Maximum head: 25' TDH PE41 Motor, working limits of the motor.
• Heavy Duty Sump/ PE41 Pump: • .40 HP, 3400 RPM ■ Quick disconnect power
Dewatedng • Maximum capacity: 61 GPM • 115 and 230 volts cord, 20' standard length,
• Maximum head: 29' TDH • PSC design heavy duty 16/3 SMv With
115 or 230 volt grounding
PE51 Pump: P[51 Motor:
• Maximum rapacity: 70 GPf,1 • ,50 HP, 3400 RPM ■ Coplug.
mplete unit is heavy duty,
• Maximum head: 37' TDH • 115 and 230 volts
• portable and compact.
METUIS FEET PSC design ■ Mechanical seal is carbon,
40 { -I _ ceramic, BUNA and stainless
PE511 I I I 1 MOOELS: P637, PEa I, vE51~ steel,
3$ . I" I _ I I I I HP..33,.aD,.SO ■ Stainless steel fasteners.
10
PE4 I l 2 GPM
30 ' I 1 I I AGENCY LISTINGS
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III CSA 222108 standards
J-44- I By Grud'ran Standuds Aiiotiation
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10 Glwltk Pumpta1509C01 RegisArry.
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° s 10 15 7211, Goulds Pumps
m 20" /n Water TechnOiu CAPAC! IY
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(1.5 cm, 8.4 cm, 18.5 cm,'
Effeci.le Lench 48 22 cm)
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`~sconsin SOIL EVALUATION REPORT #1450
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page _ 1- of 3
Division of Safety and Buildings Schmitt Soil Testing, Inc.
Attach complete site plan on paper not less than 89 x 11 mch"kin sve Plan mast County
include, but not limited to* vertical and horizontal reference point St Croix - -
(aMdoe hina. - G
percentslope, scale or dimensions, north arrow, and location and distance t to neare rest road. Parcel 1 D. '(I 37 - C
Please p - - - -
=1' ~ f~ Rew ~ By ~ Date
Personal information you provioe may-t j-s cl.~ d3[:$'(Vnvncy aw, s 15 04.111 lm» - I q
Property Owner Property Location
Golden Harvest Capital, LLC D E C 1 3 Govt I of NE1/4, N 1/4, 520. T30N, R19W
Property Owner's Mailing Address
Lo Block # Subd. Name or CSM# SM#
14906 Blakeney Road F'' Pioneer Ridge
City Stalezip Cocle Phone N-mbor- f City Village Town Nearest Road
Eden Prairie MN 55347 (612)202-3234 St.Joseph 50Th St.
_ New Construction Use Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe
Parent material Outwash Flood plain elevation, if applicable na ry.
General comments
and recommendations. Area is suitable for a conventional system with a 0.7gpd/so rating. Possible system elevation for Area 1
(step trenches) is high trench 95.8, low trench 94.0. Slope is 13%.
❑Boring# Boring
Pit Ground surface elev. 101.2 ft. Depth to limiting !actor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD,ft' _
in. Munsell Qu. Sz. Cont. Color Gr- Sz. Sh. 'Emr1 •Ltfaz
1 0-8 10yr3/3 none sit 3fsbk mvfr as 2f,2vf .6 .8
2 8-14 1.5yr4/6 11 none sid 3 fsbk mfr - gw 1vf .4 .6
3 14-25 10yr4/6 none fsl 2msbk mfr gw lvf .4 .8
4 25-52 10yrS/4 none grsl 2msbk mfr gw .6 1.0
5 52-115 10yr6/8 none s Osg ml - .7 1.6
r I r
Boning # Boring
Pit Ground surface elev. 101.0 tt . Depth to limiting factor 115+ in Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G_PD/R'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •E111191 •E9#2
1 0-7 10yr3/3 none sit 2fsbk mfr as 2f,2vf .6 .8
2 715 10yrS/6 none sil 3msbk mfr gw lvf .6 .8
3 15-48 7.5yr4/6 none sl 2msbk mfr gw .6 1.0
4 48-72 I0yrS/6 none s Osg ml CS - .7 1.6
S 72-115 IDyr6/4 none 5 D59 ml 7 - 1.6
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Ffrluent #1 = BOD,> 30 < 220 mg. L and TSS >30 < 150 mgiL ' Ef uent #2 = SODS <30 mg/L and TSS < 30 mgrL
CST Name (Please Print) Signature CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 8/512006 715-247-2941
• }Prrooppert Owner Golden_Harvest Capital, LLC Parcel ID# 37 Page _ 2. of 3
3 ] L J Boring # Boring.
Pit Ground surface elev. 97.5 fl. Depth to limiting factor 100+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consislence~ Boundary Roots GPD;rt'
in. Mansell Qu. Sz. Cont. Color Gr. Sz Sh. •Etf#t •E!f#7
1 0-6 10yr3/3 none I 2fsbk mf as 2f,2vf .6 .8
2 6-14 7.5yr5/6 none i sl 2csbk mfr qw lvf .6 1.0
3 14-32 10yr5/6 none Ifs lcsbk MIT qw - .5 1.0
4 32-100 1Dyr6/4 none s 0sq ml .7 1.6
- j
~Z
f
❑ Boring # Boring
Pit Ground surface elev. ft. Depth to (uniting factor in Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDjrW
m. Munsell Ou. Sz Cont Color Gr. Sz. Sh. •Etf#1 •Elf#2
t
A
❑ Boring # Boring
Pit Ground surface elev. fl. Depth to limiting factor in Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIV
in. Munsell Du Sz. Cont. Color Gr. Sz. Sin
•Eff#m •E##2
i
Effluent #1 = SOD, a 30 < 220 mg;L and TSS -30 < 150 mgI • Effluent #2 = 800, < 30 mgrL and TSS <30 mg4
l'he Department of Commerce is an equal opportunity service provider acid employer. If you need assistance to access semees or
need material in an alternate formal, please contact the department at 608-266-31 S I or 'I"h}' 608-204-8"Z
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Co , Oubted by: Conducted For: Page ._3 of J
Schmitt Soil Testing Inc. Name: Golden Harvest Capital, LLC
Thomas J. Schmitt, CST 227429 Address: 1440 Arcade St. N
1595 72nd St. City, State, Zip: St. Paul, MN. 55106
New Richmond, W1. 54017
Phone: 715-2247-2941 / Subd.Name: Pioneer Ridge
Lot No.: _32
❑mW ' Legal Description: X1/4 NE 1/4 S20 T30N RI 9W
Backhoe lit Township, County: St. Joseph, St. Croix
A Bench Marls EL 100.00' Top of 2" pvc pipe
Alternate Bench Mark EL .1-US- Top of 2" pvc pipe
Slope= 13 9- Contour Line El. ! V /'f Contour Line Length N,4
Pro
Scale 1" = 40'
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