HomeMy WebLinkAbout026-1306-00-054
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. CCOIX
Safety and Building Division
INSPECTION REPORT Sanitary Permit No
(ATTACH TO PERMIT) 592105
GENERAL INFORMATION State Plan ID No: /t t
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). /
Permit Holder's Name: City Village Township Parcel Tax No:
Bradley Karel TOWN OF RICHMOND 026-1306-00-054
CST BM Elev:
1 1 -6ro Insp. BM Elev: BM Description: Section/Town/Range/Map No:
-z-- 18.30.18.1661
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
: I I Benchmark /~,~2 b
Septic F I L r o 0_3 l (D
Alt. BM
Aeration 1 Bldg. Sewer H h I /
Holding r WHt nlet & 9?
TANK SETBACK INFORMATION Outlet C/8
TANK TO P//LL 1 WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Dt Bottom
Septic E)/N °fI
IV 1+
eader/ an. 93
Dosing l.
Aeration 4 Dist. Pipe
10- Z
Holding Bot. System I I I p
Final Grade LV />ti~ ~D
PUMP/SIPHON INFORMATION
Manufacturer _PSwfand St Cover
M 2.1 D• Q
o
l7o del Number
DH Lift Friction Loss ystem Head TDH Ft
Fo main Lem Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width ) Lengtb~ 1 No. Of Trenches 2 PIT DIMEN NS No. Of Inside Di~ Liquid Dept
03 I Pits
DIMENSIONS YY L/ 7 41
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION T Of System: CHAMBER
UNIT OR Model Nu
IBUTION SYSTEM -I Dt
7eag Manifoi Distribution x Hole Size x Hole Spacing Vent to Y take
Pipe(s) _
Dia Length Dia Spacing
SOIL COVER x Pressure Systems Only. Mound Or At-Grade Systems Only
th Over QQQ epth of xx Seeded/Sodded xx Mulched
Depth Over i J!d!en
Bed/Trench Center c
h Edges? D` Topsoil ❑ Yes ❑ No [ Yes No
COMMENTS: (Include code discrepencies perso s/present, etc.) Inspection #1: Inspection #2:
M ell nog ns l~ IACpe(t7A Chains Loess
Location: 989 154TH AVE t D
1.) Alt BM Description= Nin ~V v1~. ~PP1a c elV~errt- area
2.) Bldg sewer length= Zr -1
- amount of cover = V/
Plan revision Required? ❑ Yes ~No f7
Use other side for additional informatio -
Date Insepct Si re Cert. No.
SBD-6710 (R.3/97)
, . ~►\J a~16- ~q
.•:~'*f
Coun
RECEIVEC
• Safety and Buildings Division St. CfOIX
r..
' 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.)
SpS !J' SEP Z016 Madison, WI %BW0711 62 F:
rpoix COUNTY
MY9N727YHZF94 tateTransaction Nu ber
cOMMUI Yi~ ermit Applicatiof l
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit 0
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address)
the Department of Safety and Professional Seri ies. Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats.
1. Application Inform do - Please Print All Information -ir 989 154th Ave
Property Owner's Name Parcel #
Bradley Karel 026-1306-00-054
Property Owner's Mailing Address Property Location
1 6 8 7 Century C i r. #k 2 1 1 1 !
Govt. Lot
City, State Lip Code Phone Number
NIF= /a, Section
Woodbury Mn. 55125 T 30 18 Eor (oirele or
N; R W
II. Type of Building (check all that apply) Lot #
l~ 1 or 2 Family Dwelling - Number of Bedrooms 4 54 Subdivision Name
❑ Public/Commercial - Describe Use 6k at Block # The Glens of Willow River
~0 Q Y~ ❑ City of
❑ State Owned- Describe Use q 4 CSM Number ❑ Village of
El Town of _ rticn-a -
III. Type of Permit: (Check only o bog on line A. Complete line B if applicable)
2-6 04, X,
A.
CKNew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber El Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration Owner 1
4:5P Z~-
IV. Type of POWTS S stem/Com onent/Device: Check all that apply)
EXNon-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil
❑ Holding Tank Other Dispersal Component (explain) ❑ Pretreatment Device (explain)_ _
V. Dispersal/Treatment Area Information:
Design Flow (gpd) Design Soil Application Rat gpdsf) Dispersal Area Requir (sf) Dispersal Area Prop os (sf) System Elevation w
2p
600 .7 858 900 92.0 ~ILJ "
VI. Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units d o o
New Tanks Existing Tanks V t
,r _ o y
Septic or Holding Tank leser 1 leser
Dosing Chamber
VII. Responsibility Statement- 1, the undersigned, assume responsibility for i tallation of a POWTS shown on the attached plans.
Plumber's Name (Print) Plumb is Signatur . MP/MPRS Number Business Phone Number
Keith Knudtson
1 648443 651-470-1737
Plumbs{27d t°§f'Ptd6bAc)Wi. 54023 ✓
VIII. yCoun /De artment Use Only
Permit Fee Date I ued Issuing t Signature
Approved 11 Disa roved $
wne en Reason for enial v0~✓ y G
IX. Condi , Qklli.~Casous for Disapproval
r w ~Jf
Lmtok C3 R? la ea.
*ob" Celt must aA ! ` Y
rnaragement plan provided by plumber. ` V / Z S
must be maintained J (o i 4Z I
so W appYwAft code / or49tra ms. 1
6 '00- ON-
Attach to complete plans for the system and submit to he County only in paper not less than 112 x 11 inches in size r
d°a Inc.. ~,1
SBD-6398 (R. 11/11)
7~.
o
KNUDTS )N PLUMBING R~
GGN'F%ACTING-, LLC
/ t ~ 927150TH ST. 648447MPRS
62 ROBERTS, WI 54023-8526
17,17
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4 CONVENTIONAL COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name: Karel Sewer
I
Owner's Name: Brad Karel
Owner's Address: 989 154th Ave
New Richmond Wi. 54017
Legal Description: NE 1/4 SE1/4 S18 T30 R18W
Township: Richmond
County: St, Croix
t
Subdivision Name: The Glens of Willow River
Lot Number: 54
Parcel ID Number: 026-1306-00-054
i
Page 1 Index and title
Page 2 Plot Plan
Page 3 System Sizing & Cross-Section
Page 4 Filter Specs
Page 5 Maintenance Information
Page S Management Plan
Page 7 St. Croix Cty Septic Tank Maintenance Form
Page 8 Warranty Deed
Page 9 CSM or Plat
Attachments: Soil Test & House Plans
Designer/Plumber: Keith Knudtson License Number: 648443
Date: 08/31/2016 > Phone Number (651) 470-1737
Signature
Designed pursuant to the In-Ground Soil Absorption Component Manual for POWTS Version 2.0 SBD-10705-P (N.01/01).
Page 1
I
-
i
KNUDTSn N PLUMBING R~
CGHTFjACTING- , LLC
927150TH ST. 648447MPRS
V ROBERTS, WI 54023 8526
l CELL 51-4710-1737
hous.z
71-6
~3 b
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W4
14 Ole 7
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SOIL ABSORPTION SYSTEM DETAIL / GRAVELLESS LEACHING UNIT Page-of
Project Name: Brad Karel
2 No. of Cells 9 Per Cell
3 it Cell Width Total No of
90 ft Cell Length 450 sq ft EISA Per Cell
5 ft Cell Spacing 900 sq ft Total EISA
Manufacturer Model Laying Length EISA Rating
Infiltrator EZ1203H-5ft 5.01
t505--00
EZ1203H-10ft 10.0' Gravelless Leaching Unit Manufacturer: Infiltrator
Gravelless Leaching Unit Model: EZ12031-1-10
Typical Cross Section
Finished Grade 95 ft
Observation Pipe with
approved cap or vent
s - •'a
-q Soil Backfill
Z-/ in
Geotextile Fabric
ft Infiltrative Surface
92 in 0
CJ R Limiting Factor
i
Slotted and Anchored Ventl
4 in 771
Observation Pipe with Cap
a a.■a ...............a..i.. r.........wrw....n a ■■.......rr.....
Plumber/Designer Signature: s,
i
License: 648443 Date: 08/31/2016
L^
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w
PL-525 EFFLUENT FILTER
_-525 Filter is rated for
"0,000 GPD (gallons per day) 1116" Filtration Slots
AWm
-~a it one of the larg
est filters Ames"
:ass. It has 525 linear feet t ,
" 'filtration slots. Like the `moo a«ep%PVC
~ _ A PL-1 22, the Polylok Et
-r25 has an automatic shut
all installed with every filter.
-A'--n the filter is removed for
aning, the ball will float up and
5,-porarily shut off the system soy
fluent won't leave the tank.
525 Linear Ft. of 1/16:
'z other filter on the market can fiftredonsfots
m=ke that claim.. tdrur
over
1%OM GPD
t
k
AcceM 4- & 6'
^e PL-525 Effluent Filter should -
=erate efficiently for several years -
..-der normal conditions before
-wiring cleaning. It is recom-
Tended that the filter be cleaned
_
very time the tank is pumped or "WPIRM1117F
5-_ least every three years. If the
>_-Stalled filter contains an optional 400 rt `
iarm, the owner will be notified
.y an alarm when the filter needs
flcv;s and can be I US-d in commercial
servicing. Servicing should be
app!icatlons it is
NSF certtifiEd for
done by a certified septic tank
residential use only.
-0 GasDeffector
pumper or installer.
Auturnatic
1. Locate the outlet of the z U.S_ Patent No# 6,015,48$ ira VWmFilter is
5,871,60 Removed
septic tank.
2. Remove tank cover and pump
tank if necessary.
~_li c). n: 3. Glue the filter housing to
3. Do not use plumbing when the 4" or 6" outlet pipe. If
filter is removed. Ideal for residential and com- the filter is not centered
4. Pull PL-525 out of the housing. mercial waste flows up to under the access opening
10,000 Gallons Per Day (GPD). use a Polylok Extend &
5. Hose off filter over the septic Lok or piece of pipe to
tank. Make sure all solids fall 1. Locate the outlet of the center filter. See page
back into septic tank. septic tank. 19-21 for Extend & Lok
6. Insert the filter cartridge back 2. Remove the tank cover and information.
into the housing making sure pump tank if necessary. 4. Insert the PL-525 filter
the filter is properly aligned into its housing.
and completely inserted. 5. Replace and secure the
septic
7. Replace septic tank cover. tank cover.,
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page ( faf
FILE INFORMATION SYSTEM SPECIFICATIONS
Ov ner
Septic Tank Capacity j gal ❑ NA
Permit # Septic Tank Manufacturer ~ ruse' ❑ NA
DESIGN PARAMETERS Effluent Filter Manufacturer PC.Lv I a 6- ❑ NA
Number of Bedrooms ❑ NA Effluent Filter Model 5Z ❑ NA
Number of Public Facility Units 1JdA Pump Tank Capacity gal *-NA
Estimated flow (average) ~~at/day Pump Tank Manufacturer 5kKA
Design flow (peak), (Estimated x 1.5) I 9C~ gal/day Pump Manufacturer >q1NZA
Soil Application Rate p "gal/day/ft2 Pump Mode! NA
Standard Influent/Effluent Quality Monthly average} Pretreatment Unit A
Fats, Oil & Grease (FOG) 5:30 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BODs) <220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) <_150 mg/L ❑ Disinfection ❑ Other:
Pretreated Effluent Quality Monthly average Dis al Cell(s) ❑ NA
Biochemical Oxygen Demand (BODS) <30 mg/L In-Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mg/L ❑ NA ❑ At-Grade ❑ Mound
Fecal Cotiform (geometric mean) <10° cfu/100mt ❑ Drip-Line ❑ Other:
Maximum Effluent Particle Size Ye in dia. ❑ NA Other ❑ NA
Other: ❑ NA Other: ❑ NA
*Values typical for domestic wastewater and septic tank effluent. Other ❑ NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tank(s) At least once every; ❑ month(s) (Maximum 3 years) ❑ NA
year(s)
Pump out contents of tank(s) When combined sludge and scum equals one-third (Y3) of tank volume ❑ NA
Inspect dispersal cell(s) At least once every: ❑ onth(s) (Ma)imum 3 years) ❑ NA
year(s)
Clean effluent fitter At least once every: f f year(s) (s) ❑ NA
Inspect pump, pump controls & alarm At least once every: ❑ month (s) A
❑ year(s)
Flush laterals and pressure test At least once every: ❑ month(s) NA
❑ year(s)
Other; At least once every: ❑ month(s) ❑ NA
❑ year(s)
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(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 gro Ind surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the
immediate notificatior of the local regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (K,) 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 S12 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.
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{~T~sia~t 2 SBD-10705-F QJAWI)
Table l~ $ Dosign Specific9ims
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POjiT'CS R I ator t Croix 2
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
OwnerBuyer Bradley Karel
Mailing Address 1687 Century Cir. #2111 Woodbury Mn. 55125
Property Address 989 154th Ave.
(Verification required from Planning & Zoning Department for new construction.)
City/State New Richmond Wi 54017 Parcel Identification Number 7 0 - a D
LEGAL DESCRIPTION
i
Property Location NE ,4 , SE 14 , Sec. 18 , T 30 N R 18 W, Town of Richmond
Subdivision Plat: 1?24,e 9/40/,2,57 0-~7 U-,?, 12D4& ' ~ 1J °~i-- , Lot #
Certified Survey Map # , Volume , Page #
Warranty Deed # (before 2007)Volume , Page #
Spec house DyesEro Lot lines identifiable Wesnno
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 tank every three years or sooner, if needed, by a licensed pumper. What 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 §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 verifying that (1) the on-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.
I/we, 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. 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.
I/we certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the
property described above, by virtue of a warr deed recorded in Register of Deeds Office.
Number of bedrooms 4
zo l
SIGNATURE OF APPLICA 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 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)
Located in the SE 114 of
N Certificate of Survey for. Sea 18, Twp. 30, Rge 18
CAPSTONE HOMES, INC.
House Address:
- 154th Avenue, New Richmond, WI
House Model:
Covington I (C)
960.4 _ _ - n r ~ ~
BE ,U6n~ - - r~"f l z i V Z.-A Ir- - 95].6 95 r
9 BE
SE 95
Exist, 18' CMP--x BE
~~=5) 9S \ 384w12•17ryE 953.9
Sx o
sei 9x 1>r>I>0-~_?580 9sc6R=433.00 g55=
e" =.-7 12.07 - +Y546
960.0 - 9v6-6 958.x 2 - x 955.9
956.2
957.E x 956.8 `
95tl.Y 9S K x 955.0
h s 95, J 374.5' t, 9x6.1 9x S.5 955.2
(Em-.%z-Ft xPROPOSED 956.4 En.alope Comer
J ORIVEW"` S x 956.3 L OP OF SPIKE _6 957. TOP OF SPIKE
EL s -n..lSa g55s 26.0 al EL = 955.11
9h 955.6 GARAGE
95].4 956.6 956? x x 954.1 x 953.6 952.7 x 952.5
955.8 954. ]
95/.X 952.6'PROPOSED HW _
9520,x_ y (se detail) 950.7
952.5 x 9522 v _ 83.8 ~)1.' IN _ x950.3 950.1 x 949.]
950.4
la _20.0
949.3
S1-Tr -Y ;1~ 0 - 949.3 C
r - x
1 m +a a -i
C 54/.9 T + D
947.6 v D
-1 O
N ]
(Pw 9s ~'i xgnhn f 1'
W(jt x 944.6 945. x~ _
(ll
C+~• x 913.7 (3) CA
Cil ~ x943.2 ~W
9<2.5 Fn
941.8 (n
54
94J y x g43.0
x 9}8.] x 939.5 x 939.7 x 940.9 x 942.3
\ ~ NBSZ2.3i•w
214 9,
CRAINACE AND UrILIrY
- x 940.3
\Ll1{IIItI/11/ff p •Sy`~ FAceMF'VT x 938.tl - 9}9.8
w co N(~; l~'' x 935.8 x 936.3 9 _ _ x 9366 _ X9372
~V~y,~~~(~.iV. 30 it. TRAIL FASEMFNI
SAL~11LV'FF Y1x937.E
935.2 x 93
ANOVA, MN 207 ,9 F,
S88°18 46 W
URNI
LEGAL DESCRIPTION:
C Denotes Existing Electric Box Lot 54, THE GLENS OF WILLOW RIVER,
Denotes Existing Television Box St. Croix County, Wisconsin
n Denotes Existing Telephone Box
Denotes Existing Light Pole
p Denotes Existing Service Minimum Lowest Floor Elevation: 940.0
p Denotes Existing Curb Stop PROPOSED BUILDING ELEVATIONS
x noon Denotes Existing Elevation 22.33 11 Lowest Floor Elevation: 949.8
Denotes Proposed Elevation 13.67 0 1 957.9
Denotes Direction of Drainage Top of Foundation Elevation:
e Garage Slab Elevation
Denotes Drainage & Utility Easement GARAGE Elevation (at door): 957.5
26 0
(per recorded plot) _ _ NOTES
Denotes Iron Monument - :
16.0 HOUE 1. Proposed building site grading is in accordance with the
PROPOSED 12 CRS. 85MTS. grading plans prepared by S k N Land Surveying,
Bearings shown are assumed j WALKOUT lost revised 10/03/06.
2. Contractor must verify sewer depth.
GRAPHIC SCALE 1 (1. - 30')
n o'
0 25 50 100 I 44.0 3. Driveways shown are for graphic purposes only. Final driveway
vad design and location to be determined by owner/builder.
4. All building foundation dimensions shown on this survey
HOUSE DETAIL aclude exterior foundation insulation widths, if applicable.
_ (IN FEET) Refer to final building plans far foundation details.
(1107 sheet) S. House placement set and determined by owner. Front yard
setback to be reviewed and approved by the governing authority.
1248 6275.001 MEP
Carlson I hereby certify to Capstone Homes, Inc. that this survey, plan or report was prepared by me or under my direct supervision
C)McCain and that 1 am a duly licensed land surveyor under the laws of the State of Wisconsin.
Doted this 22nd day of July, 2016.
Signed: Carlson McCain. Inc.
1J ENVIRONMENTAL- ENGINEERINCo•SURVEYINO /lam
L. 3890 Pheasant Ridge Drive NE, By: Y
Ia Suite 100, Blaine, MN 55449 Thomas R. Balluff, L.S. Reg. No. S-2859
Phone: 763-489-7900 Fax: 7631-489-7959 Peter J. Biomquist, L.S. Reg. No. S-3086
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f
VN SCOinsilh SOIL EVALUATION REPORT #153s
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildiings Schmitt Soil Testing, Inc.
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. 54
Personal information you provide may be used for seconds Revi By Date
secondary purposes (Privacy Law, s. 15.04 (1) (m)). /d
Property Owner Property Location
Sienna Corporation
-Po' Govt. Lot !NE1/ , SE1/4, S18, T30N, R18W
Property Owner's Mailing Address of # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 I 54 The Glens Of Willow River
City State ip City Village Town Nearest Road
Minneapolis MN 5n
a-'.-
Richmond 100Th St.
New Construction Use I``~ R s 3 Code derived design flow rate 450 GPD
Replacement _ Public or commercial - Describe:
Parent material Outwash Flood plain elevation, if applicable na ft.
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 90.82'. ,
Boring # Boring
Pit Ground surface elev. 96.92 ft. Depth to limiting factor 120+ in. Soil Application Rate
TzonD inant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2
unsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
0yr3/3 none sl 2fsbk mfr Cs 1vf .6 1.0
0yr4/3 none sl imsbk mfr gw 1vf .4 .7
0yr4/4 none scl 2msbk mfr cs 4 6
5yr4/6 none grls icsbk mfr Cs 7 1.6
yr5/6 none vfsl l msbk mfi as 2 6
yr/4 none grs Osg ml
5 7 1.6
9a .4z
2 Boring # LJ Boring 73 -
~ b
Pit Ground surface ele . 96.62 ft. Depth to limiting factor 110+ in.
Soil Application Rate
pr7 ant Color Redox Description Texture I Structure Consistenc Boundary Roots GPD/ft2
nsell Qu. Sz. Cont. Color Gr. Sz. Sh.
L±~l1 *Eff#2
yr3/3 none sl 2fsbk mfr gw 2vf .6 1.0
r3/1 none sl 2fsbk mfr gw lvf .6 1.0
r4/3 none sl 2msbk mfr Cs .6 1.0
yr5/6 none grls icsbk mvfr as 7 1.6
r6/4 none s Osg ml 7 1.6
d~8Z
* Effluent #1 = BOD 5> 30 < 220 mg/Land TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
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 9/21/2006 715-247-2941
SBD-8330 (R.07/00)
Property Owner Sienna Corporation Parcel ID # 54 Page 2 of 3
Fil Boring # Boring
Pit Ground surface elev. 93.77 ft. Depth to limiting factor 108+ 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. *Eff#1 *Eff#2
1 0-8 10yr3/,4 none grsl 2fsbk mfr as 3m,2vf .6 1.0
2 8-21 7.5yr5/6 none grcos Osg ml gw 2f,lvf .7 1.6
3 21-58 10yr5/4 none vgrcos Osg ml as
.7 1.6
4 58-108 10yr6/4 none s Osg ml .7 1.6
q~
oe Oa
Boring # Boring
Pit Ground surface elev. 93.47 ft. Depth to limiting factor 110+ 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. *Eff#t *Eff#2
1 0-8 10yr3/3 none sl 2fsbk mfr as lvf .6 1.0
2 8-15 10yr4/3 none sl 2msbk mfr gw 2m,2vf .6 1.0
3 15-24 10yr4/6_ none grls lcsbk mfr cs lvf .7 1.6
4 24-55 10yr5/6 none grcos Osg ml cs .7 1.6
5 55-83 10yr5/6 none grs Osg ml cs .7 1.6
6 83-110 10yr6/4 none s Osg ml
.7 1.6
❑ Boring # Boring
I Pit Ground surface elev. _ ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Z. Co t. Color Gr. Sz. Sh. *Eff#t *Eff#2
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R.07/00)
Schmitt Soil Testing, Inc.
Page -7 of - -
Col :du -*ed by: Conducted For:
Schmitt Soil Testing Inc. Nine: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608
1595 72nd St. City, State, Zip: Minneapolis, MN 55435
New Richmond, WL 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature: Lot No.:
Date: _i Legal Description: /lrt 1 /4 SET/4 S 18 T3 ON R I 8W
Backhoe pit Township, County: Richmond, St. t'foix
. Bench Mark El. 100.00' Top of 2" pvc pipe
Alternate Bench Mark El. 7 Top of
Slope=~ Contour Line El. 11114
Contour Line Length
Scale 1 40'
~r.
1
-7
1`
53--- ~3
i
~I
This Soil and Site Evaluation was completed to lulfili a zoning requirement. It may or may no'[ be in a location suitable for you use.