HomeMy WebLinkAbout038-1049-45-100
4un'1 St. Croix
PRIVATE SEWAGE SYSTEM m:rY Pecrt,:: No 607031
° 1,e°a,•?rer t .:cm?rei::- INSPECTION REPORT
IAl TACH ITO PERMIT: 1^• No
GENERAL INFORMATION "Cn -•.:mi: F:rrc Iax No
a cN 038-1049-45-5001
Pezcrr3' ^IO?ibaL'Jn Vu.. ara. GC naY be U:oeA lof nc<Cnda'y puiGeSe+ 1 .:'Y
Nr:
N'wT TOWN OF STAR PRAIRIE
SccLnn~orv'••ganprNar.
Jim Bittner 11.31.18.2080-50
U;;t FM Elev Insp 9M Llev w iesc:'pt, It / 'bl-
ELEVATION DATA
ELEV
RS H Fc .
TANK INFORMATION 0APACi," gTATION
lynv MAN'JFAGTUREH 1
tt Ren::nrnarb. 1, 3 /OZ • 3 / 6 c'..
All. BNI t'i~ CAS , 0~ Z
L:»iny a z5 Ludy ,Wv.I S . 9v • S
RI! ri( Inle.: ~y
Iloloin9 V.V -r7
SUHt Juliet
TANK SETBACK INFORMATION Ot Inlet
RLCK:. v"nf ,o r.:r InL Isrcr: ROAD
-ANK f P4 V,~LC
~ Uf RoN:>m
L:HPUC /6D , Ilender!I.Aarr. `l rl~ Lo
- - - C)lit pipe 7, 4. 7
Aerabor $.57 93.7
Bol. Sys,em 1 C p• p
?,06:1111: ~P. /I
ainal Giaoe
PUMPISIPHON INFORMATION
Uert,and SI
Idamdap,ncr Cuvey,
GPM
%Aooel Numbei -
TDn F:
melon loss System He
D'a U's to-''Nol.
Forc~~ma,r, lrr.~tn
n't`' Inside D'a rauid rle.G'Si
SOIL ABSORPTION SYSTEM PIT DIMENSIONS No Ot
No 01, rencnns _
T LEACHING IJEruutaclumr. CJ
UIMENENCH SIONS ':^•ae' Z AK
DIMEN / Ltl L1G V-,-Ll STREAK' Y
tL CHAMBER OR
Mode' Number
SYSI LI•: f•a
SETBACK UNIT
u INFORMATION TYPO [bt 5'; stc'rt /'Z'3 D 76
DISTRIBUTION SYSTEM IS Sn
enCfi_ _
r ;.n _ D Mound Or At-Grade Systems only x„ N,,,,nod
% Pressure $ySlCmS Only ^ c xa <,ded, - No
-SOIL-COVER 1',i,t L-It , e. .e. Nc ` -
::m r,.a=r Lopes ~ lopsn.
o.,,cn,c..:::n Cenmr !~4 InsPection 92.
Inspection 91
COMMENTS: pnGUde code d?slrenuncws persons present, ete.1 I
F'1 LOJe~ Cjlna n 6S o~
LocaGont 2224 tl7TH Sl r
2. i Rldc sewer I e = 3b
aCAQ
nw%io; of Covet = t11 L 6 / '~/gy 75~ 5 q 19 J J
r, ~n. N:
Plan icviswn Reawretl° Yes - _ Inwncton_ J alum:
Use olne, "d, lot atlddwnal inlortna ion pax
I / - Cnunl
bx Safety and Buildings Division S~ CROIX
$ rl 201 Washington Ave.. P.O. BO% 7162 SanitaryPermit Nwnbcr (to be filled in by Co.)
•~'tf P$fii'Madiso I 07 62
100703 l
Sanitary Pen-nit Aplica 10 `"1eTlp^. tionNwnber
In :wrotdanee x ilh SPS }S2,21121. Wis. Adm. Cais,
s : lull rnissvon of this fwnl to the appiupna[e goavrc ensmmtal wdl i, royurcd prior to olnamng r anlta'A pcmt NoteApplrcatual forms for stntc-owned POWTS iubmincd
N '
in Prolm s (ifdi0'errnt than ,~iling adthm)
the Dcpartmenl of Satep and Profiesamnal Scrv'ics. Personal iatomWion you provide may be usW for second
,scs in accnrthmcc wuh the Privacy Law, s 151W(l)(m), Slats-
1. Appiication Information - Please Print All Information 2226 12]TH j
Prt+pcT Owner's Namr
A.
l~t Ywccl y
JIM BITTNER %
fro~ F {t}rw(` G ~5 -I Ufi`I'
rmpcT• Ow'ncr's \Mailing Addtm,
155 5111 ST P npo y Lmannn ll , 31 1 < - `?C
CGtr. State Govt. Lot
%iV C'ode Phone Number NE SW 11
PRAIRE FARM WI _
Section _ y 715-541-0004 (circle my w
'Type of Building (check all [hat APPI) t # I' 31 _ Y: R Is E mr14'
OICC~
®1 nr 2lumdy Dwelbng Numix+r of Bcdt 4 1 1 Subdivision Na.-,
BMck a -
LI PubkN('ommetcial - Describe Use
olx_ ~~C. Vl\
City of _
D state o% lied - Ucsmbc l Ise _ CSM Ntunber bj ❑ village of
z ce'Lk o taj 9 9 Ez s~/ /O 7~57?~ 1 In town of STAR PRAIRIE
111. Type o roll L- (Check 0111Y one box on line A. Complete Bne B if applicable) A ~y wiz
ID YCw System ❑ Replauauent Sys[em ❑ I rcaunsmVlloldinr Tank KePIncement Only
❑ Other \ldditication to Existing System (explain)
B. ❑ Pumit Krnewal ❑ Permit Revision ser to New List Ptevio u
d Permit Nt®ber and Ume IssucA
❑ Change of Plwnher ❑ Permit Tmn
IV Be' Ex lion 0* ner
. Tye _ Coal nenUDevice: (Cheek all that apobG
Non-Pressun7sd In-(imund n Pressurbcd In-Ground ❑ At-Grsdc O Moum1_
24 in. of swwble soil ❑ Mound -'24 M. of suitable soil
an Other Disprnal Comp ncm (explain)-
- ❑ Prcveamlcm Device (cxplaml _
V. Dispersal/Pre end Arca Informanon. _
Dcsign I low (FTM. f Des,bm Soil Appbca nn Ketc(gplst) Dispersal Nea RMu (sQ Dixpennl Area fir (vD Sys0.•m lawadon
600 %T 7 ass 900 93, m
V I. Tank Info Calu,ity in Total s of Manufacturer
Gallons Gallons Units '
I New Tanks Exiwng Tails P € E .2
i ~ v. S, v ~ G' 6
N ~e ~ok Z x
pu'or Hold hg lank X 1250 WI SER
I I
VII. Responsibility Statement- I, the u_ndenigoed, assume rrspoaslhllity for ias411adon of the POK'T5 shown an the attached plans.
Pl an uber's Nwnc (Pinti Plumber's Sigtwttuc
M111 sil HS Numlrr gtsvitass Phone Nurnbor
PAUL R KOEHLER IL 225410 715-246-2660
Plumber's Addhdas (Stra'I. Cm', Slate, Zip C,+dcl -
L321 WISCONSIN DRIVE NEW RICHMOND WI
Vlll. County/De artment lase Only
Appo, , cd ~Permi[tcc Y Date Issued Is, gmt Stgnamr
S ~~.Ob
- v -n Reason for Urnial
IX. Condi o ~v t>4sogs for. Disapproval
tiigrr ra ee 3,
40Mr lser.3gemerr pi,.1 1,.. nut .
2 Ail( I A IaKkk"Wf)n,, smut cL r. f
11111111111111f P11111111, mail wo., /;fit
Anvrh to nomplr9e ylaat for ter x)atrm and xobadt b, rhr C'ouoy oWy on paper not eo than a _11x 11 ioehtf la fiu
SBI)-6398 (R. I I: 11)
CONVENTIONAL COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name: JIM and JUDY BITTN I;R
Owner's Name: JIM and JUDY 13ITTNPR
Owner's Address: 155 5TH STREET PRAIRE FARM WI.
Legal Description: NW 114 OF THE. SE IA SW 1/4 SE I;4 SEC 11 T31 N RI9
Township. STAR PRAIRE
County: S'1- CROIX
Subdivision Name:
Lot Number: LOT 1
Parcel ID Number:
Page 1 Index and title
Page 2 Plot Plan
Page 3 System Sizing & Cross-Section
Page 4 Fitter Specs
Page 5 Maintenance Information
Page 6 _ Management Plan
Page 7 St. CrDix Cty Septic Tank Maintenance Form
Page 8 Warranty Deed
Page 9 CSM or Plat
Attachments: Soil Test & House Plans
Designer/Plumber: PAUL R KOEHLER License Number: MP225410
Date: 03:''05%2019 Phone Number 71.5- .2 fem. 2;644~2
Signature
Designed pursuant to the In-Gnound Soil Absorption Component Manual for POWTS Versron 2.0 SBU-10705-P (N.01101).
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SOIL ABSORPTION SYSTEM DETAIL/ GRAVELLESS LEACHING UNIT Page 1 m 1
Project Name: JIM AND JUDY BITTNER
2 No. of Cells 9 Per Cell
3 n Cell Width 9 Total No of 18
90 n Cell Length 50 sq n EISA Per Cell
3 n Cell Spacing 900 s7 n Total EISA
Manufacturer Model Laying Lon th EISA RaUn
Infiltrator FZ1203H'5fl 5.0' 25.0
EZ120311-10n 10.0' 50.0
Gravelless Leaching Unit Manufacturer: INFILTRATOR
Gravelless Leaching Unit Model: EZ1203H-10FT.
Typical Cross Section
Finished Grade 99 h
Observation Pipe with
approved cap or vent
......e...
n
r~ Soil Backilll
36
in '
Geotextile Fabric
y r~
6_58 a Infihretive Surface
12 In Q
11 Limiting Factor
36 in Slotted and Anchored Vent/
W Observation Pipe with Cap
Plumber/Designer Signature:
License x: 225410 Date: 2/08/2019
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POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page I of 2
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner JIM AND JUDY BITTNER
acity 7250 al ❑ NA
Permit A -
ufacturer WIESER 0 NA
DESIGN PARAMETERS anuf
acturer POLY LOCK C NA
Number of Bedrooms Q ❑ NA odel 525 ❑ NA
Number of Public Facility Units NA city al A NA
IFU
Estimated flow (average) 450 gal/day Pump Tank Manufacturer ru NA G
Design flow (peak(. (Estimated z 1.5) 600 gal/day Pump Manufacturer A NA
Soil Application Rate "7 al/da /W Pump Model 19 NA
Standard Influent/Effluent Quality Monthly average- Pretreatment Unit 0 NA
Fats, Oil & Grease (FOGI 530 mg/L C Sand!Gravel Filter 0 Peat Filter
Biochemical Oxygen Demand (BODs) 5220 mg1L D NA 0 Mechanical Aeration 0 Wetland
Total Suspended Solids (TSS) 5150 mg/L 0 Disinfection 0 Other:
Pretreated Effluent Quality I Monthly average Dispersal Cell(s) 0 NA
Biochemical Oxygen Demand (BOD,) 530 mg/L 1i In-Ground (gravity) 0 In-Ground (pressurized)
Total Suspended Solids (TSS) 1530 mg/L 0 NA 0 At-Grade 0 Mound
Fecal Coliform (geometric mean) 510' cfultooml 0 Drip-Line 0 Other:
Maximum Effluent Particle Size x y, in dia. 0 NA Other. 0 NA
Other:
0 NA Other:
❑ NA
'Values typical for domestic wastewater and septic tank effluent. mhar' 0 NA
MAINTENANCE SCHEDULE
Service Event Service Frequency -
Inspect condition of tank(s) At least once every: D month(s)
M Year(s) (Maximum 3 years) ❑ NA
Pump out contents of tank(s) When combined sludge and scum equals one-third (Y) of tank volume 0 NA
Inspect dispersal cell(s) At least once every: 0 month(s)
Alyearl si (Mexlmum 3 years) ❑ NA
Clean effluent filter At least once every: I r 7 0 man (s) 0 NA
0 Ye
Inspect pump, pump controls & alarm At least once every: 0 month(s) ®NA
0 year(s)
Rush laterals and pressure test I At least once every: 0 monthisl d NA
0 year(s)
Other: 0 month(s)
At least once every: C year(s) 0 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 Sewer; POWTS Inspector, POWTS Maintainer: Septage Servicing Operator. Tank
inspections must include a visual inspection of the tank(sl 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 printing of effluent on the ground surface.
The dispersal cells; shall be visually inspected to check the affluent levels in the observation pipes and to check for any ponding
of effluent on the ground surface. The pending 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 131 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 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.
Page Z of 2
START UP AND OPERATION
For new construction, prior to use of the POVt?S Check treatment tanklsl for the presence of painting products or other chemicals
that may impede the treatment process andior 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.
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 celfsi in one large 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 Septage Servicing Operator prior to restoring
power to the effluent pump or contact a Plumber or PON?S 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 fife 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 fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is
property and safely abandoned in compliance with chapter Comm 63.33. 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 repaired 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 walls. Failure to protect the replacement area will
result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must
comply with the rules in effect at that time.
❑ A suitaole replacement area is not available due to setback andior soil limitations. Barring advances in PON'TS
technology a holding tank may be installed as a last resort to replace the failed POWTS.
clue ' o mg `ank
b "r` a ate ?fZDgI$rrez.' Fboe. J61✓ COf.157RL1C7l pIJ
❑ Mound and at-grade soil absorption systems may be reconstructed 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_ COUNTRYSIDE PLUMBING AND HEATING Name PAUL R KOEHLER
Phone 715-246-2660 Phone 715.2462660
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name POWERS SEPTIC SERVICE Name C-t~D ) 20Aj
Phone Phone -7/f- 3W60_ (0
This aocument was crafted in compliance with chapter Comm. 63.22(2)1b)(U(dr&lfl and 63.541' 1. 0 & (3), Wisconsin Administrative Cooe.
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
ON NEMSHIP CERTIFICATION FORM
Owner;T3uyer JIM AND JUDY BITTNER
Mailing Address 155 5TH ST PRAIRE FARM WI
Property Address _ _ _
(Verification required from Planning & Tuning Department for new, construction.)
City/State STAR PRAIRE - Parcel Identification Number
LEGAL DESCRIPTION
Property Locatjon~r See. 1 1 T31 N R 1 8 W, Town of STAR PRAIRE
477-
Subdivision Plat:_ _ - Lot # 1 _
.
Certified Survey Map # 1 0781 36 Volume 27
- - - - mage t. t
Warranty Deed # _ (before 2007)Volume Page P
Spec house 0Yesdtn Lot lines identifiable Elyes[Ino
SYSTEM MAINTENANCE 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 lank every three years or sooner, if needed, by a licensed pumper. What you put into
the svstcm can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibilities are specified in §SPS. 383,52(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 vcnfying 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 F3 full of sludge.
Iiwe. 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 Safety And Professional Services and the Department of Natural Resources,
State of Wisconsin. C'erlification stating that your septic system has been maintained must be completed and reamed to the St. Croix
County Planning & Zoning Department within 30 days of the three year expiration date.
Iwe certify that all statements on this form are true to the best of myour knowledge. I!we am~are the owner(s) of the
property described above, by virtue f a warranty deed recorded in Register of Deeds Ol7ec.
N ber of bedrooms
SIG F. OF APPLK'ANT'(SI DATE
"`.4ny information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed,
(REV. 04/12)
Is DS C1E1 EDSOIL EVALUATION REPORT 7~ #1812
P = in accordance with Comm 85. Wis. Adm. Code age 1 of 4
Professional Services Schmitt Soil Testing, Inc
. ' APP, ~ i:. ~-1 i ) County
Attach complete site plan on paper not less than 8Y: x 11 inches in size, Plan must St. Croix I. 3l • I • u8 - 5 Ci
include. but not limited to r~a~peMhggX01lk715ferenc-- point (BM). direction and y y u
percent slope, scale or i Ci I r~r W~"qNltion and distance to nearest road. Parcel I _
l _Part ofV38=1U49-45-000-~
lease print all information.
Personal "formation, Rev d By Date
you provide may as usw toe secondary purposes (Privacy Law. s. 15.04 (1) (m)).
Z
Property Owner Properly Location
Edin, Joel Govt. Lot NW1/4, E1/4, S11, T31N. R18W
Property Owners Mailing Address Lot # Block # Subd. Name or CSM#
2232 127th St. 5 CSM Fending Approval
City State Zip Code Phone Number City Village Town Nearest Road
New Richmond WI 54017 715-248-3309 Star Prairie 22Z"27Th St.
New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe.
Parent material Outwash Sand (Burkhardt Series). _ Flood plain elevation, if applicable _ NA If
General comments Area is suitable for a conventional system with a 0.' op1sglt rate. Possible system elevation for Area 1 is 94.90'. Slope of site's
and recommendations: 1% ,
Zo...e_
Boring
1 Boring #
Pit Ground surface elev. 98.98 a. Depth to limiting factor 100+ in. `Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots _ GPD.AP
in. Munsell Du Sz. Cont. Color Gr. Sz Sh, •E##1 •En#2
1 0-8 10yr3/2 none sl 2mgr mvfr as 2vf 0.6 1.0
- -
2 8-16 7.5yr4/6 none grs) 2msbk mvfr gw lvf 0.6 1.0
3 16-27 10yr5/6 none vgrls lcsbk I mvfr as lvf 0.7 1.6
q 27-57 10yr6/4 none grs Osg i ml as 0.7 1.6
S 157-1001, 10Yr6/4 none grins Usg - ml I 0.7 1.6
p 'I q i
11 li ~
11
Boring `
2 Boring #
Pit Ground surface elev. 98.03- ft. Depth to limiting factor 104+ in. Soil Application Rate.
Horizon ' Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh •Efm1 •L!1#2
1 0-12 10yr3/3 I none sl 2mgr mvfr as 2vf 0.6 1.0
2 12-25 I0yr315 1I none
grsl 2msbk mvfr gw ivf 0.6 1.0
3 25-54 10yr6/4 none grs Osg - ml a lvf 0.7 1.6
- - - - 0.7 1.6
4 54104 10yr5/4 none 9rcos i Osg ml
- - - - -
9~ II q3 5,` b~~0
' Effluent #1 = SOD,> 30 < 220 mg& and TS >30 150 mg1L ' Effluent #2 = BODs-
< 30 mgrL and TSS < 30 mgrl
CST Name (Please Print) Signature' / - CST Number
Thomas J Schmitt y+ .,O~/ 227429
Address Schmitt Soil Testing Inc. Date Evaluation Conducted Telephone Number
1595 72nd St. New Richmond.'Nl 54017 - 3/2812016 715760-1978
'I T
Property Owner Edm, Joel Parcel ID # Part of: 038-1049-45-000 Page - 2 of 4
Boring
F ]Boring # Pit Ground surface elev. - 9898 f1. Depth to limiting factor 102+ In. -
Soil Application Rate'
Horizon I Depth Dominant Color Redox Description Texture Structure Consislencel Boundary Roots GP_ D/ft'
in. Munsell Qu. Sz. Cont. Color Gr Sz. Sh 'EP#1 ' •EPor2
1 0-12 10yr3/2 none sl 2mgr mvfr as 2vf 0.6 1.0
2 12-19 7.5yr4/3 none sl 2msbk mfr as 1vf 0.6 1.0
3 19-46 10yr5/6 none rcos ii 0sg ml as lvf 0.7 1.6
4 46-57 10yr6/4 none 5 0sg ml a 1.6
5 57-61 7.5r46 c2d 7.5yr6/1
y / 7.5yr6,6 vfsl I 2msbk mvfr as 0.4 0.8
6 61-102 10yr6/4 none grs Osq ml 0.7 1.6
The redo
x features in hxizon 5 are caused by tension saturation conditions. Seasonal saturation is NOT an issue here. The very fine sandy loam
holds the water until it is completely saturated before gravity moves the water to the sand below.
F4 ] Boring # Boring
Pit Ground surface elev 98.78 H. Depth to limiting (actor 99+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP01fi
in. Munsell Qu Sz. Cont. Color Gr Sz. Sh. •Efr#I •Erro2
1 0-12 10yr3/3 none sl 2mgr mvfr as 1vf 0.6 1.0
2 12-23 7.5yr3/5 none grsl 2msbk mvfr qw 1vf 0.6 1.0
3 23-36 10yr5/6 I none qrs Os9 mi rs 0.7 1.6
4 36 99 10yr6/4 none grcos Osq ml
0.7 1.6
ttc~ -
Bonng
F-1 Boring # Pit Ground surface elev. f1. Depth to limiting factor in. -
iSoil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence ) Boundary Roots _ GPD_/11'
in. Munsell Qu. Sz. Cont. Color Gr Sz. Sh. -1 fill, --E##2
- i
Effluent #t = BODE, 30 < 220 mg/L and TSS >30 <150 mg!L • Effluent #2 = BOD5 < 30 mg/L and TSS 430 mglL
Ilse 1)cpanment of Commerce is an equal opportunit%' service prodder and emploccr. If you need ;wSistrutec lo access services or
need matsial in ;m nllern:uc lornint. piea~e cunlnci the department al 608-266-31 i 1 ur I I P 60,N-26 1-8"?
♦HU-• IrK li,.inSn=rtt `oi ~tnn. in:.
Page 3 of 4
Conducted bv: Conducted For:
Schmitt & Sons Excavating, Inc., Name: Joel Edin
Thomas J. Schmitt, CST 227429 Address: 2232 121th Street
?
586 Valley View Trail City, State, Zip: New Richmond, %','15401
Somerset. W 154025
Phone: 715-7 0-1978 PID: Part of. 038-1049-45-000
=~~~wre +_..-~f~ Lot No.: 5- C'SN1 Pending Approval
Oate -3 -~8- / Legal Description: NW114 SE V{ SII T31N RISNN'
0 Backhoe Pit Township, County: Star Prairie. St. Croix County
A Bench Mark 1 El. 100.00' Top of 2" PVC Pipe.
Bench Mark 2 El. 95.87' top of 1" steel lot corner Pipe ( NW lot corner)
Slope= S/%,
Scale 1"= 40'
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Cepanlg~~r° y~IL EVALUATION REPOR ~~o ~I' #1
S P S Safety and in accordance with Comm 85. Wis. Adm Code age 1 or
Professional Sig s j Schmitt Soil Testing. it),
mach complete site plan on 11 Inches in size. Plan must County i ( • / ~L. _ qt]
include. but not limited {C, y~ r S1. Cfl)ix
kflM oint direction nand 3 S - I a ; 't •000;_,
percent sbpe. scale or n and distance t to nearest road Parcel I.
Of. 03 - 1049-45 /r
Please print all information. , Revi d By Part O Date
Petwnal information you provide may be used for secondary purposes (Privacy law, s. 15.04 it) rmt1.
Property Owner Property Location
Edit), Joel _ Govt. Lot NW1/4, 1/ S11, T31N, R18W
Property Owners Mailing Address Lot # F Block IT Subd Name r CSM#
2232 127th Sl. 4 GSM Pending Approval
City State Zip Code Phone Number City Village Town Nearest Road
New Richmond WI 54017 715-248-3309 Star Prairie 2-2 Z 127Th St.
New Construction Use. Residential ! Number of bedrooms 4 Code derived design flow rate _ 600 GPD
Replacement Public or commercial - Describe
Parent material Outwash Sand -(Burkhardt Series) _ Flood plain elevation, if applicable NA_ It.
General comments Area is suitable for a convention system with a 0.7 gpdtsgfl rate. Passible system elevation for Area 1 is 95.20. Site ,s fat
and recommendations: 1 J ~-5` ^7
V w LOv~t~
Boring # Boring
Pd Ground surface elev. 9_8_.86 fl. Depth to limiting factor 100+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPO' t'
in. Munsell Cu. Sz Cont. Color Gr. Sz. Sh ,
! I •Eff#2
1 0-13 i 10yr3/2 none sl 2mgr mvfr as 2vf 0.6 1.0
2 13-22 7.5yr3/4 none sl 2msbk mvfr gw lvf 0.6 1.0
-
3 22-31 7.Syr4/4 none grsl 2msbk mvfr as lvf 0.6 lit
- I - -
4 31-61 t
i 0yr5(6 none vyrcos Osy
ml
- _ I as I I 0.7 1.6
5 61-100 10yr6/4 none s Osq _ ml 0.7 1.6
fl !f
4 1%
❑ Boring If Boring
Pit Ground surface elev. _ 9 .86 ft. Depth to limiting factor 105+ in 'Soil Application Ralc
Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/f,
in. Munsell Ou Sz. Cont. Color Gr. Sz. Sh. EIfY+ - ! •[n#z
1 0-14 10yr3/1 none sl 2mgr mvfr as 2vf 0.6 1.0
2 14-24 7.5yr3/4 none sf 2msbk mvfr gw lvf 0.6 1.0
3 24-31 7Syr4 r4/6 i none vigils 2msbk ml cs lvf I 0.7 1.6
I- - - - - I f -
4 1 31-62.j 10yr5/6 none vgrs Os9 ml as 0 7 1.6
5 62-105 10yr6/4 none )rcos Osg I ml 0.7 1.6
- Effluent #1 = BOD'> 30 < 220 mgrL and TSS >3 < t mryL - Effluent #2 = 800s S30 30 myL and TSS <30 mg/L
CST Name (Please Print) Signature CST Number
Thomas J. Schmitt - 227429
Address Schmid Soil Testing, Inc Date Evaluation Conducted Telephone Number
159572nd St. New Richmond. WI 54017 3128/2016 715-760-1978
Property Owner Edin, Joel Parcel ID # Part of: 038-1049-45-000 Page 2 of 4
73Borng
Boring # Pit Ground surface elev. 98.86 ft. Depth to limiting factor _110+ in.
Soil Application Rate
Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Al
m. Munsell Ou. Sz. Cent Color Gr Sz. Sh. 'E##t •F##2
1 0-12 10yr3/2 none sl 2mgr mvfr as 2vf 0.6 1.0
2 12-19 7.5yr4/3 none sl 2msbk I mvfr gw lvf 0.6 1.0
3 19-31 7.5yr4/4 none gds lcsbk mvfr as lvf 0.7 1.6
4 31-57 10yr5/6 none vgrcos Osg ml as 03 1.6
5 57-110 10yr6/4 none grcos Osg ml 0.7 1.6
Boring
Boring # Pit Ground surface elev. ft. Depth to limiting factor in. - 1
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/111
m Munsep Du. Sz Cont. Color Gr Sz. Sh 'EnKt 'Ef10'z
i
Boring
Boring # Pd Ground surface elev. _ H. Depth to limiting (actor in. (Soil Application Rate
Hcnzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell 'EPon 'Ee#2
Off, SzContColor Gr. Sz Sh.
I
i
Effluent #1 - BOD. = 30 225 mq+L and TSS >30 15C mq+l ' Effluent #2 - BCD 30 mg,L and TSS 30 mq,L
I h;: Depannicul of Commerce i, an equal oppnnunity ecru ice provider and employer. If you nerd tt+siamtcc to access services or
.
need nTdtfrutI m an allerRdfe hmnaf. PIC:r4- aroLICI the de{rmmern :n WX-266-11 5It) lTl' 600'-'bJ-X777
tiyua..: ihmT.
Page 3 of 4
Conducted by: Coonducted For:
Schmitt & Sons Excavating. Inc. Name: .loci edin
Thomas J Schmitt. CST 227429 Address: 2232 1271h Street
586 Valley View Trail City. State. Zip: N"e Richmond, WI 5401-
Somerset, W 154025
Phone: 71 - 0-1978 PID: Part of: 038-1040-45-HO
sg ur Lot No.: 4 C'SNI Pending Apprnvul
Uaie -)---?.1~_ Legal Description: NWli4SF.1/1511131NR[8%N
Backhoe Pit Township, County: Slur Prairie, St. Croix County
A Bench Mark 1 El. 100.00' Top of 2" PVC Pipe.
Bench Mark 2 El. 100.00' top of 1" steel lot corner Pipe ( NW lot corner)
Slope= 0%
Scale V= 40'
gm ~ Sy5 ~eNa A2Cpo~~oc5 gnu 1
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