HomeMy WebLinkAbout026-1306-00-011
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1^+isconsin Departme,)t of Commerce PRIVATE SEWAGE SYSTEM County St. Croix
Safety and 6u~ ding Division
INSPECTION REPORT &vwary Permit No:
;ATTACH TO PERMIT] 584754
GENERAL INFORMATION State Plan Ie No
Persr-iza inkaninhon you pruade n,._y tie used `cr secondary pwposes [Privacy Law 5 15 04 11 1(m;]
permit -iclder's Name City 'v age Tn.vnshil: Parcel Tax No
Marc Halle TOWN OF RICHMOND 026-1306-00-011
CST BM Ele'd: Insp. B61 Elc•. RM Oe=rripLor• I Section.rrewntRange,10ap No
g - G - 18.30.18.1618
TANK INFORMATION ELEVATION DATA
TYr`E MANUFACTURER CA~JACITY STATION B5 HI FS ELF,/-
Septic -3;;,% O RerchmarK
g Ali RM / 2 fzYD !
Aeration Bldg Sever
Holding SL'I-t Inlet 5-55
97 /
Rt'Ht Outlet 5 • ~ sj•G e~
TANK SETBACK INFORMATION !
TANK 10 PfL WELL BLDG ent Air Intake ROAD Dt Inlet \ i
Septic Dt 3ot.om 26
IUrQ 2 I 9
Dosing HeaderiMan. p
Aeration ' D.st. Pipe (r , 'S u'
Holding Bot. System i 9 3
°Is • Z
1 c~
PUMPlSIPHON INFORMATION Final Grade
t~ / I
Manufacturer Demand St Cover ` Z . ~p b
(;Pf.1 r ~u.
h9odel y.rrtber
TDH L _ Friction Loss System Hea TDH Ft
Forcemain Length Diu. D at. to Well _
SOIL ABSORPTION SYSTEM
BEDITRENCH 1^+idth Length I No. Of Trenches PIT DIMENSIONS No O! Pits Irsice Dia. FL:,,,ileptn
DIMENSIONS Z I fCv~e iti4'J
SETBACK SYSTEM TO PIL BLDG WIF.. LAKEtSTREAN1 LEACHING Manufactur r
d-r T V al`t ~L
INFORMATION T e Of S stern. J CHAMBER C ^ 'A
YP Y UNIT h odel N ~r -4 `?q
DISTRIBUTION SYSTEM b z L~LZ = s t"a e T S
I leader.!Vanifol~ #t stribution , Hole Size x pole Spacirg rt t Air Intake
J LI oe(s) Length I I e iytl Cia Soaemg
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Dept'i L)ver xx Dept,) of x. Scrdcc1,5.Adec x Mulched
Bed/Trench Center J 6edrTrench Edges ` Tnpsml ` es No ~ S'es No
COMMENTS: (Include code discrepencies, persons present. etc.) Inspection #1 Inspection #2:
Location: 1,541 96TH ST GK- CS
tl Alt BM Description = Ao
2 1 Bldg sever length = 7_7 V esc-~c- i ^ k-
2
amount of cover = /r 'SM+l S r- 6,1, leY Lqz-e- Plan revision Required? _ Yes1Vo l „ q I~ 3 "i 5
Use other side for additional information 1
Date Insepctor's 5 atu•e Cert No.
VLD
Safety and Buildings Division J`~ f y
I=~t 9' - ,K Q a 2C1 W. Washington Ave.. P O. Box 7162 Sanitary ?etmit Kra tb~ {to be filed in by Co.)
Madison, tiM 53707-7152 i
FS , OUNtY
~ 75
~OMMUNITYI3EVELa, Permit Application State Transa anNnni>rr
i In aecordamw with VS. 383.21 (2), Wis. Ado; Code, submission of this form to the appropriate gevernmeoal unit `
is recruited prior to obtaining a sanitary permit Note _'kpplicauvr. forces for st=c-owned PORTS are submired to toject Address ,tf di$:rcnt that mailing address)
the Jcpartmcr, of Safety and Profession; Servies. Peminal inforrrta m you provide may be used for see dart'
_3tripcscs in acoordance with the Privacy Law, s. 15.G41 ])(in), Stats. - - 15 t 9
Af Application Information- Please Print Ail Information
Property Oatter's Name ~c.1 l- /
Property Owner's Mailing AddreSS Pr ry Location
I Govt. I of
City, state ~i Zip Code Phone Number
Section
, tt~' f 1111 {cle 1
T
II. Type of Building (check all that apply) Lau fi N, R E r A
or 2 Family Dwelling -Number of Bedroo Subdivision Name
[r.' Public!Coi merc:al - Describe LJse 6k 4A Blo r?
OJ SL. J City of . _
State Ouaed - Describe Use _ ❑ Village V~_
Z~ Ct t..J Z t- Z 2 To- of -
W. Type of Permit: (Cb(eck only one b i on line .C Complete line 13 if applicable)
A. ea System - Rcplacement System j TreaIIncnt4iolding Tank Rcplazement Cmly - - t h z Modificsuon to Existing System (arplata)
R• j' Permit Reneu-al n Permit Revision ❑ Charge of Plumber i Pratnit Transfer to New List Prn•ious Permit Nurnoer and Late Issued
Before Expiration i Qwoer
N Tv ofPOWTS System/C;omponent/Device: {Cback all that apply)
1.2siDn-Pr~:aC In-Gramd (J Pressurztd In-C'round IJ At~"irade (J Motmd > 24 in. of suitable soil ❑ hfoun:t < 4 in. of suitable sot]
L Holding Tank C' . Dispcisal Component (explainl ~ Prr.Ceanrient Device (explain)
V. Dis ersabTrea entArea Information: ~ ,v ~ ru
Jecign Flenv (gpd) Deli Suit Applicator dsfl Jispcrs.il Arrt Required (sfi Dspersal.4rra P o ed (st) Svslcm ev
VI. TankInfa Capacity in Total # of Manufacnrrcr y
Gallows 6aHons units -
tiew 7ao)` ?xLmng Tanks ' m U z
septic ur Holding ?ark
Dnsng r~smbc I - -
VH. IcesPnnsibilityStateme - the undersfgned_assu e -
b ponsibilirv for installation of the POO4'TS shown an the attached plans.
Plum pez'sl\ame ('runt) 4 Flambe:' atu:e MP..AtPRS Numbca Business Phone Nt,: cr
I I i
Plum s Address (Street, City. State. Zip Code} -
VIIJeCounty/De artment Use On_ Iv
sued ising t Sig-unure
Approved Permit Fee ;7; s !o
l(v
qSepT, men R&tson fa Denial
DL Conditi ~Ysons for Disapproval •1 &JL - -
a
1. k, eiilte . n i NO - 4 6
disperr:z,, cell must t all be :.a1i<s' , t: re;. ~~~+iic-- 1
as per rrrartagefnen! plan prodded by plumber. 0
2. III 24034k* r~ MW, be rl~irtti toed ('p-. 0: A
to p*r spFaicaltde cOdu I Wd'unim. 2 I
Atncb to complete plans fur the system and submit to County fiih OR paw not o 8 nr z I1 iw6es in sac
SBD-6398 ~;2. 1 11
! 1
PLOT PLAN
PROJECT Halle Custom Homes ADDRESS 1-71' 106th S.. Ne',a' R cnrnord !";'i 540'7
r\M' 1; 4 SE 1,'4S 18 ;'T 30 N!R 18 N1 TONyN Richmond COUNTY ST. CROIX
SYSTEM ELEVATION 94.3194.2 5' below grade D.aT1519!16 BEDROOM 4
CONVENTIONAL XXX IN-GROUND PRESSURE CONN ENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 aallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE ABSORPTION AREA 391 # of chambers 44
BF:NCHNIARh V.R.P. Top of 2° pipe ASSUIIF FLEN A110N 100 Filter Lifetime Filter
❑ BOREHOLE O WELL *-H. R. P. same as benchmark
.~%I1 piping shall be ASTM SDR 30/34, within
10' of tank. piping shall be ASTM F891
Scale _ 1/411 = 1'
311' Property Line
I
1
1
11
Town Road
Pro 4 ,r~
Bedroom
House
F~ -
1 0
O
30' 1% Slope 41'
1
~etlts
R- L) I
d' 40
30' B. M.
B _ i
4, 43'
2-3' X 90' Cells A-ith
>3' spacing 62'
Vent
B >6" Quick4 Standard
of Cover Leachina Chamber
99,
~i 1th 20.0 ft'-' of Area
ti.6ft^•2. pair of end caps
4' Long 1
Grade at System Elevation
34'
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 5/9/16
Owner:Halle Custom Homes
Location: NW1A SE1A S18 T30 N.R18W Lot 11 Glens of Willow River Richmond
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-6. Maintanance and Crq~i~ingency Plan
7.Filter Cross Section Signature License number 44/26900
PLOT PLAN
PRO.IHalle Custom Homes ADDRESS 1714 106th St. New Richmond Wi 54017
NW 1I4 SE 1/4S 18 /T 30 N,'R 18 W TOWN Richmond COUNTY ST. CROIX
SYSTF%I ELEVATION 94.3194.2 5' below grade DATE 519/16 BEDROOM 4
CONVENHONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44
BENCHMARK V.R.P. Top of 2" pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *II.R.P, sameasbenchmark
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be AST NI F891
Scale = 1/4'1 = 10'
311 ' Property Line
Town Road
Pro 4
Bedroom
House
B4
30' Inc Slope 41'
Vents
S B-3
Property Line
40'
30' B.NI."
B-1
45'
43'
2-3' X 90' Cells with
>3' spacing 62'
Vent
B-2 >6" Quick4 Standard
99' of Cover Leaching Chamber
with 20.0 ft2 of Area
S.Gft^2,1pair of end caps
4' Long 12"
(Trade at System Elevation
-41 34" y
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard Leaching Chamber
with 20.0 ft2 of Area per Chamber
5.Eftn2 pair of end plates To be >1 above grade
/ Finish grade elevation
Typical Installation 99.3'
Vent Grade vent
3 X30/34 Septic Tank 3
5' Long 5 C T
Gr,l at svstcnl FIcvatioll
C;ricl~ at System Iaev;~tin~~
Spacing- 5'
2-3' X 90" Cells
Same on other end Observation tube/Vent
At end of cell
A
B
22 chambers per cell
System elevations:
A 94.3'
B-94.2'
ST. CROIX COUNYY
SEPTIC TANK MAINTENANCE AGREENIENT
AND
OWNERSHIP CERTIFICATICN FORM
Owner/Buyer
f 1
Mailing Address / iL <J
Property Address'
(Verification required from Planning & Zoning Department for new cons om )
City/State Parcel Identification Number 1.
LEGAL DESCRIPTION
Property Location j ,5
E- Sect T N R W, Town of
Subdivision ( r^ (A )T
t i U J l , ,D l. -1 / . Lot
#
V
Certified Survey Map Volume , Page #
Warranty Deed # Page # Volume
Spec house } no Lot line. identifiable es no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and makftnance of your septic system could result in its pre,~tnature failtu'e to handle wastes. Proper
maniumance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. Wbat you put into
the system can affect the function of the septic tank as a treatment stage in the waste disposal system Owner maitenance
responsibilities are specified in §Comm 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 raster plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site
wastewater disposal system ism 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 requirem=s and agree to main amt the private sewage disposal system with the
standards set forth, herein, as set by the Department of Commerce and the Departrr ant 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 arm are true to the best of my/our knowledge. ];/we urn/am the owner(s) of the
property described above, by virtne of a deed recorded is Register of Deeds Office.
Number edroo
SI A . • , OF APPLICAN'T' ~ ~ l
(S) DATE
t't*Any information that is
raisrepreseated may result in the sanitary permit being revoked by the Planning & Zoning Departmont.
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified aauvey map if
rcference is made m the warranty deed.
(REV. 08105)
POWTS OWNER'S MANUAL & MANAGEMENT PLAN ~ of
NLE WORMATioN SYSTEM SPECIFICATIONS
er7Septic Tank Capacity
it # s 11 _ I ❑ NA
Septic Tar* Manufacturer
UES1GiN PAR~11YtETERS t_{_ ,l , 13 NA
Effluent Filter Manufact u+er El NA
Number of Badcalm CJ NA Effluent Filter Model ❑ NA
Number of Public Facility Units
ANA 'Pump Tank Gaperdty O NA
j Estimated flow (age) C~ Pump Tank Manufacturer
gailday
O NA
1 Design flow (pB*), (Estitnew x 1.5) oWday Pump Manufacturer
Soil Application Rafe DNA
i Standard Influent/Effluent Quality Mom all Pump Model O NA
Monthly Vie' Pretreatment Unit ~
Feb, Otl S Grease (FOG) 530
Biochemical ~ 13 SandlOravel Filter ❑ Peat Filter
Oxygen Demand (BODE) Q20 mQ/L ❑ NA O Mechanical Aeration Cl Wetland
i Total Suspended Solids (TSS) 5150 mg/L C] Disinfection O Other:
Pretreated Effluent Quality Monthly average Dispersal Celt(s)
BWWnical Oxygen Oemand (BODs) 530 mg& 14n-Ground (gravity) ❑ In-Ground (pee )[J NA
Total Suspended Solids (TSS) cap mgjL NA ❑ At-t-Grade ❑ Mound
Fecal Cofforrn (geometric mean) 510+ cult 00ml f 0 Drip-Lim iMwdmum Effluent Particle Size ° Other.
Other
7(s in dia, ❑ NA Other NA
,Other
NA Other
_ NA
*Values typical for domestic wnierratar and > tank Wkient. Other
NA
NTENANCE SCHEDULE
Service Event
Service Frequency
Ynspect condition of tank(s) At least once every 13 month(s)
-E1 (Mximum S ►ea) ❑ NA
year(s)
Pump out co tit of tank(s) When combined sludge and scum
_ squats one-third {36} of tank vbfume O NA
Inspect dispersal cell(s) At least once every: month(s)
0leart effluent filter year(s) (Maximum 3 years) ❑ NA
At least once every month(s)
year(s) O NA
Inspect pump, pump controls $ alarm At least once every:
~ar(s}s)
NA
❑
f=lush liatenib and pressure text ° S NA
At least once every 13 month(s)
❑ r(s)
At least once every: Q ms(s)
r.
NA
MAINTENANCE WSTRUCTIONS
!Inspections of tanks and dispersal cells shat be e made . "by plumber; Nester Plumber spersal Sewer PO in an individual carrying one of the foiiowing licenses or oertlkaWns:
Master Restricted x*lde fu umber, a Mast l inspection of the tan s e SPeC1or POWrS Maintainer; Septage Servicing Operator. Tank ecspecWns must
tombbnad k() identify any missing or broken hardware, identify any, cracks or leeks, measure the volume of
Wmbiy inspected check the to check for any back up or ponding of effluent on the ground surfaca. The d
.the poring of effluent k W eftuent levels in the observertion pipes and to cif for any ponding of effluent oispersal n the ground surface.
on the regulatory authority.
ground surface may indicate a failing condition and requires the knrrrediate notificadon of the local
MW the combined a0c=ubtion Of sludge arid scum in any tank equals one-third
the tank shall be removed by a (75) or more of the tank volume, the entire contents of
A4drninisb-ative Code. Servicing Operator and disposed of in aCaortlanoe with chapter NR 113. Wscx En
Ail other services, including but not limited to the servicing of effluent filters, mechanical or rmmurh ed
WW any 8" at intervals of 512 months, shall be performed p components, components, prebudment units,
A service Mort t~D be by a cerfified Pa111rf S Maintainer.
provided to the local regulatory authority within 10 days of completion of any service event.
I
pop Of
START UP AND OPERATfON
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting prvduds or other chertHCats thflt
may impede the treatment process and/or damage the dispersal cell(s). If high eortcentrabons are detected have the oorrtents 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 It above normal highwater revels. When power is restored the excess wastewater will bo
discharged to the dispersal cell(s) 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 thle
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 tags and dispersal cobs. Do not drive or park over, or otherwise disturb or oompect, 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 POWT$:
ar>fibfotim. baby wipes; clgerette butts; condoms; cotton swabs: degreasers; dental floss; diapers; disiniectanbs; fat.; foundation drain
(sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting producils;
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 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 property 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 fined with sail,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to proWde a code compliant
,perrient system:
7 suitable r+eplecement area has been evaluated and may be utilized for the location of a replacement soil absorption systelm.
The repiaeement area should be protected frorn disturbance and compaction and should not be Infringed upon by requi0ed
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the repieoement area will result in the r*ed
for a new soil and site evahi Wn to establish a suitable replacement area. Replaosment systems must oompty with the rule;1 in
effect at that time.
O A suitable replacement area is not available due to setback and/or soil limitations. Bening advances in POWTS technology a
holding tank may be iratelled as a last resort to replace the failed POvVTS.
0 The site has riot been evaluated to Identify a suitable replacement area. Upon failure of the POWTS a soil and site evaiua*on
must be performed to locate a suitable replacement area. if no replacement area is avallable a holding tank may be installed as
a last resort to replace the failed POWTS_
O 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 cornpty with the rules in effect at that time.
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK' UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O~ A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIIrFICULT OR IMPOSSISLE.
ADDITIONAL COMMENTS _
POWTS INSTALLER POWTS MAINTAINER
Name ` J/~ - Name
Phone
SEPTAGE SERVICING OPERATOR UMPER LOCAL REGULATORY AUTHORITY
Name Name
,J✓ .
Phone f Phone
This doament was dratted in congRance with chapter SPS 383.22(2)(b)(')(d)84 } and 383.54(1), (2) & (3). VVIsconsn Administrative Code.
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`"WIS SI1f SOIL EVALUATION REPORT #1484
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 8'/z x 11 inches in size. Plan must County
St. Croix
include, but not limited to. vertical and horizontal reference point (BM), direction and -
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
~ 1
Please print all in rmaC E I l lfb_
- Reviewe~ Date
Personal information you p•ovide may be used for ndary purposes (Privacy Law. s. 15 (1) (m)) r q
Property Owner Prope Location
Sienna Corporation HP 2 0 1 Govt Lo} N4114, 1/4, S18, T30N, R1BW
Property Owner's Mailing Address lr. t # 1 Block # Subd Name or CSM#
?C) x C i=) IJ
4940 Viking Drive Suite 608 S i C 11 The Glens Of Willow River
City State zip Cod Village Town Nearest Road
Minneapolis MN 55435 Richmond 95Th 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
General comments
and recommendations. Area is suitable for a conventional system with a 0.7 gpd/ sgft rating. Possible system elevation for Area
1 is 95.10'.
❑ Boring # Boring
Pit Ground surface elev. 99.10 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture j Structure Consisten Boundary Roots GPDlft'
in. Munsell Qu. Sz Cont. Color Gr Sz. Sh. •Effpt •r tw2
1 0-9 10yr3/1 none sil 2fsbk mfr as 2m,lf 6 .8
2 9-21 10yr4/6 none :icl
d 2f
sbk mfr gw if .4 .6
3 21-27 10yr4/4 none 2msbk mfr cs lvf .4 .6
4 27-60 10yr5/4 none grcos ! Osg ml cs .7 1.6
5 60-115 10yr5/6 none s Osq ml 7 1.6
Boring # Boring
Pit Ground surface elev. 99.62 ft Depth to limiting factor 120+ -ill. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistences Boundary Roots GPD_.ffi'
in. Munsell Qu Sz. Cont. Color Gr. Sz. Sh. •E"i -Eff#2
1 0-10 10yr3/1 none sil 2fsbk mfr as lm,2f .6 8
2 10-14 10yr4/3 none sicl 3msbk mfr gw 2v1 4 6
3 14-24 10yr3/4 none sd 3msbk mfr a 1vf .4 .6
4 24-65 10yr5/4 none grcos Osg ml as 7 1.6
5 65-120 10yr5/6 none grcos Osg - ml 7 1.6
Effluent #1 = BOD 7> 30 < 220 mg,'L and TSS >30 < 150 mg!L ' Effluent #2 = BCD < 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 9/14/2006 715-247-2941
SBU-83:G tK J-? OM
Property Owner Sienna Corporation Parcel ID # 11 Page 2 of 3
a Boring # Boring
Pit Ground surface elev. 99.30 ft. Depth to limiting factor 118+ in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots j GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 •Eff#2
1 0-10 10yr3/1 none sil 2fsbk mfr as 2vf .6 .8
2 10-20 10yr4/4 none sicl 2msbk mfr gw 1vf ! .4 .6
3 20-26 10yr4/6 none sl 2msbk mfr cs 1vf .6 1.0
4 26-38 10yr5/4 none grcos Osg ml is .7 1.6
5 38-1181 10yr5/6 none- grs Osg ml 7 1.6
J $~°zy t 7
a
Boring # Boring
Pit Ground surface elev. 98.63 ft. Depth to limiting facto 105+ in. Soil Application Rate
Horizon I Depth Dominant Color Redox Description i Texture Structure Consistence Boundary Roots GPDIft'
in. P.lunsell Qu. Sz. Cont. Color Gr- Sz. Sh. •Eft#1 •Eff#2
1 0-10 10yr3/1 none sill lmpl rn as 1m,1f .4C .6
2 10-18 10yr4/6 none SO 2msbk mfr gw 1vf .4 .6
- - -
3 18-23 10yr4/4 none sd 2msbk mfr cs 1vf .4 .6
4 23-69 10yr5/4 none grcos Osg ml as 1vf .7 1.6
5 69-105 10yr5/6 none s Osg ml 7 1.6
rr '
❑ Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor m. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure 'Cons stence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Efr#1 ;Eff#2
I
Effluent #1 = BODF> 30 < 220 mg!L and TSS >30 50 mgt Effluent #2 = BODF < 30 mg;L and TSS -c-30 mgiL
I he Department of Cumrncrcc is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an ultemate format please contact the department at 608-266-31 S 1 or TTY 608-264-8777.
SB D-8330 (R 0-400) ScMMt SW restlng, Irr.
Page .2 of
C•.mducted by: Conducted Ior:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas-.1. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608
159572nd St. City, State, "Lip: Minneapolis. NIN 55435
New Richmond, Wt. 54017
Phone: 715-247-2941 ~t Suhd.Name: The Glens of Willow River
Lot No.:
Leal Description: 11,,i, 1' SF.I%4 S18 T;ON R18W
Backhoe pil Township, County: Richmond, St. Croix
Bench Mark El. 100.00' Top of 2" pvc pipe
A Alternate Bench Mark El, P 517 ' Top of / S P~'e n
Slope= COfltoUr Line El. Contour Line Length
Scale 1 40'
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Thi, Suit anct time I valuation ,tia, con,plctcd t fill I a i4*nin~ niµ ucmrnt It Ill-,IN OF tray not he in a Incavun ~uitahle for ynu uu.