HomeMy WebLinkAbout024-1041-70-000 r
Wisconsin nepartment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
safety and Building Division
• INSPECTION REPORT Sanitary Permit No:
506315 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Moelter, Mark I Pleasant Valley, Town of 024 - 1041 -70 -000
CST BM Elev. Insp. BM Elev: Description: Section/Town /Range /Map No:
b (l- d //60 BM 6 . c 5 T 32.28.17.270
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
S. 6 Jo -5', / pp. a
Septic I p6 Benchmark e
/,, �' VT P A
Dosing V u[�. -ri 1. A wi hP - il 3 - l- 3
Aeration Bldg. Sewer „ 70 9b
4 8� Z /p. b� 3.
Holding S Inlet �. oer/
z 9r 23
SU Outle / ��
TANK SETBACK INFORMATION 7 r l f 217.3 O
TANK TO P/L W� L BLDG. MAir OAD Dt Inlet ! I3. Septic / � /�• ' 8 v Dt Bottom _ y 176. S7 sin Do
Heade g 2 ' F-1, k s�� � •3 � 7
Aeration Dist. Pi e
�— Z $ � 4 2.Z
Holding BQL§ystem
F Grade
PUMP/SIP'H'ON INFORMATION /� 'l p
Manufacturer C /�
GPM
Demand St Cover
r rt y
/ � C
Model Number
TDH Lift Fric ion oss System Head TD�H Ft
/
.13 1• '1 2 S I OS
Forcema' 1 Lennth 1* Dia. 2 n Dist. to Well
i t\ to Q 1 > aV
SOI ABSORPTION SYSTEM
BED /TRENCH Width Length No. Of Trenches T DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P L BLD WELL LAKE/STREAM EACHING Manufacturer:
INFORMATION OR
yste
Type f m: ( / UNIT
� odel Number:
DISTR TION SYSTEM hcyh _ S p r W ev
Headq(/ManifP Distribution / x Hole Size x Hole Spacing Vent to Air Intake b
/ C Pipe(s) / / h
Length Dia J Length Dial! Spacing mi l" j �/
SOIL COVER x Pressure Systems Only xx MoLnd Or t - Grade Systems Only
Depth Over Depth Over xx SeededJSo ded xx Mulched
Bed /Trench Center Bed /Trench Edges Topsoil �b �,Q It,p 0 r1 Yes L_ 1 No Yes F, No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:__ 1 ( U i � I ( / /7 / ,67 Inspection #2:_ "AL/
? Parcel No: 3 8.17'27P'�
Location: 1669 Cty. R ' d ' . IMy,Riw/e�r,,F�alls, WI 54022 (NW 114 SE 1/4 32 T28N R1. W) 40 acres Lot e �Q ` �2
1.) Alt BM Description = w��""� ^� Sf sp ( AO ` J
2.) Bldg sewer length = �u /SGT/ 4- / 0' - /V C &A;,rx7
amount of cover
ew
d ft St W 411nsepctor's
Plan revision Required? Yes I j�lvo O
Use other side for additional information. _!
SBD -6710 (R.3/97) Date Signature Cart. No
I
Safety uil sDivision County
` 201 W. W shin P. Box 7162 �
iseonsin WI 162
Ma ;., Sanitary Permit Number (to be filled in by Co.)
Department of Commerce ( 6 -3t51 506,21 S
Sanitary Permit APP Ii State Plan I.D. Number
In accord with Comm 83.21, Wis. Adm. Code, personal i ormati&Q /
maybe used for secondary purposes Privacy La , s[5.04(1)(m) ED Project Address (ifdifferent than mailing address)
I. Application Information — Please Print All Information 1 VU G 00 2001
Property Owner's Name ST Parcel # Lot # Block #
R ej ' e / � p CROIX CO(�NT
Property Owner's Mailing Address Property Location / 1 —70
/ s o�
M
City State Zip Code Phone Number — /., �- - ' Section �9 2
ll vx l � v �� �/ Z Z ! — Ig 7j ceirele e)
T y(J N; R�'�or�
II. Type of Building (check all that apply) Subdivision Name CSM
jj �
1 or 2 Family Dwelling — Number of Bedrooms ej Number
❑ Public /Commercial — Describe Use
❑ State Owned — Describe Use ❑City_ ❑Village XTown of
at.t e
III. Type of Permit: (Check I li Complete line B if applicable)
A. ❑ New System Replacement System g p Y g Y
❑ Treatment/Holdin Tank Replacement Only El Modification to Existing System
B. ❑ Permit Renewal ❑ Permit Revision 11 Change of ❑ Permit Transfer to New List Previous Permit Number and Date lIssued � J
Before Expiration Plumber Owner 6,_
IV. Type of POWTS System: Check all that apply)
❑ Non — Pressurized In- Ground ❑ Mound > 24 in. of suitable s 1 Mound < 24 in. o suitable s oil ❑ At -Grade ❑ Single Pass Sand Filter 0
Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑
Recirculating Synthetic Media Filter El Leaching Chamber C1 Drip Line ❑Gravel -less Pipe El Other (explain)
V. Dispersal/Treatment Area Information:
Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sl) Dispersal Area Propo cd (sf) System Elevation 'D e
i�yo . 35 > -. -, lw 1a 99- ys ��Z9�, d Sv io/ 5
VI. Tank Info Capacity in Total Number M nufacturer Pr fab Site Steel Fiber Plastic
Gallons Gallons of Units Concrete Constructed Glass
New I Existing
Tanks Tanks �
Septic or Holding Tank
Aerobic Treatment Unit J _
Dosing Chamber 56 v — 76o Y
VII. Responsibility Statement- 1, the unde rsigned, assume responsibili for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber's Signature MP/MPR�4umbcr Business Phone Number
aV 0 - 7I - 7? Z - Se
Plumbqs Address (Strut, City, State, Zip ode) 99� ��
J ,Al Gvi X (�r t�b Z Z
VIII. un /De artment Use Onl
Sanitary Permit Fee (includes Groundwater Datc,,llssucd suing Agen Signa re mps)
pproved El Disapproved p �j
Surcharge Fee) / i 7
El Owner Given Reason for Denial 600 y v
t !
IX. Conditions of ApprovalfReasons for Disapproval
SYSTEM OWNER:
1 Septic tank, effluent filter and
dispersal cell must all be serviced / maintained . �„
as per management plan provided by plumber u a� 4
2. All setback requirements must be maintained
as per a licable code /ordinances. 1/v�i
Attach complete plans (to the County only .00rr the system on paper n less than 81/2 x 1 inches in size
SBD -6398 (R. 01/03)
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Safety and Buildings
4003 N KINNEY COULEE RD
a commerce .Wl.gov LA CROSSE WI 54601 -1831
TD #: (608) 264 -8777
s�� n s n www.commerce.wi.gov /sb/
www.wisconsin.gov
Department of Commerce
Jim Doyle, Governor
Mary P. Burke, Secretary
August 24, 2007
CUST ID No. 226524 ATTN. POWTS Inspector
ROGER L TIMM ZONING OFFICE
TIMM EXCAVATING ST CROIX COUNTY SPIA
3128 20TH AVE 1101 CARMICHAEL RD
WILSON WI 54027 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 08/24/2004 Identification Numbers
Transaction ID No. 1433567
SITE: Site ID No. 729499
Mark & Jean Moelter Please refer to both identification numbers,
1669 County Road M above, in all comes ondence With the a enc
Town of Pleasant Valley
St Croix County
NW1 /4, SETA, S32, T28N, R17W
FOR:
Description: Three Bedroom Mound System / Replacement construction
Object Type: POWTS Component Manual Regulated Object ID No.: 1148661
Maintenance required; 450 GPD Flow rate; 19 in Soil minimum depth to limiting factor from original grade; System(s):
Mound Component Manual - Version 2.0, SBD- 10691 -P (14.01 /01), Pressure Distribution Component Manual - Version
2.0, SBD- 10706 -P (N.01 101)
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06,
stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
component manual(s) referenced above.
• A sanitary permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with
the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats.
• The area within 15 feet horizontally down slope of the dispersal cell shall remain undisturbed. Vehicular traffic
or soil compaction in this area is prohibited.
• Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the effluent
filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval
conditions.
• The existing POWTS shall be properly abandoned per Comm 83.33, Wis. Adm. Code.
• A copy of the approved plans, specifications and this letter shall be on -site during construction and open to
inspection by authorized representatives of the Department which may include local inspectors.
P 0.W.T.S.
C
APR VE
DEPARTMENT Of COMMFRrc
ROGER L TIMM Page 2 8/24/2007
Owner Responsibilities:
• The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating
to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and
maintenance manual and/or owner's manual for the POWTS described in this approval.
• The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS
occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard, the property owner must follow the contingency plan as described in the approved plans.
• The owner is responsible for submitting a maintenance verification report acceptable to the county for
maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized
in the POWTS.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the
installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 175.00
Fee Received $ 175.00
Balance Due $ 0.00
Gerard M Swim
POWTS Plan Reviewer, Integrated Services
(608)789 -7892, Mon - Fri, 7:15 am - 4:00 pm W1SMART code: 7633
jerry.swixn@wisconsin.gov
cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M.
Henry F Grote, Certified Soil Testing
Mark & Jean Moelter - Mound
Construction Materials and Techniques
All materials must comply with Comm 84 and be installed in accordance with manufacturer's
specifications. Construction methods must comply with the following Component Manuals:
p pY g
p
Pressure Distribution, SBD- 10706 -P (01/01)
Mound, SBD - 10691 -P (01 /01)
Location: NW 1 /4, SE 1 /4, Sec. 32, T 28 N, R 17W
Town: Pleasant Valley
County: St. Croix
Date: August 16, 2007
Owner: Mark & Jean Moelter
Address: 1669 County Road M
River Falls, WI 54022
Plumber: Roger Timm
Signature:
License: MPRI 226524
Attachments: SBD -10577 - Plan Approval Application
SBD -8330
Page 1: cover
2: design criteria & calculations
3: plot plan
4: system cross section
5: plan view, lateral detail
cn 6: pump tank exit detail Ot S40Y ANU BUILDINGS
Z
v2
7: pump curve
0 o Q 8: system management & SE G SSPONDENCE
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CC) page 1 of 8
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Design Criteria
Residential Wastewater Contaminant Load: 30 mg/L < BOD < 220 mg/L
Anticipated septic tank effluent 30 m < TSS 150m
p P F�- < /L _ g
Fecal Coliform > 10,000 cfu/100 mL
Fats, oils, grease < 30 mg/L
Bedrooms x 100 gal/bedroom/day x 1.5 �`'� gallons /day hydraulic load
Design Calculations
In situ designed loading rate `�' �� gallons /sq. ft. per day
Depth to estimated high ground water in.
Depth to bedrock % 3 T in.
Cross slope at system
Force main length ft. of in. a
Manifold/header length ft. of L in.
Drain -back ' `t 9 � gallons
1 `i
Lateral length @ S4 ft. of Z in.
Lateral elevation .� 1 � ft. @ bottom of lateral
Lateral hole size V in. @ Z b. o in. ( ? ft.) Spacing
holes /lateral S ` holes total
Lateral volume gallons
Total lateral discharge rate �.�,"• `� gallons /minute @ 2 ft. head
Network pressure compensation losses
Elevation difference
L,.-Friction loss �' �°�` ft. @ 2 S gallons /minute
Total dynamic head ft.
Pump /s4khon ' gpm @ z ?, S� ft. of head
Manufacturer Mkt �t 3 Model #
Dose volume 7k'kl gallons
ons
Lift/sipljon tank �'`� `� �� gallons
Septic tank gallons
Effluent filter
Measurement pump on and off in.
Height alarm from tank bottom l'' 0 in.
Reserve capacity 46 gallons
specs.calcs.res
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�s
VEIJT CAP
4 "C.I. VENT PIPE
WEATHER PROOF APPROVED LOCKINIG
>
?-5' =ROM DOOR, JUIJCTIOIJ BOX MAIJHOLE COVER
- `�� W ARN�N �+
WIIJDOW OR FRESH I L(kK%%
AIR INTAKE
GRADE
COQDUIT --
PROVIDE
AIRTIGHT SEAL
b I
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r 6Z�S l 2 L Z Z 0 I I APPROVED JOIUTS
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w° 1 PJ�. I I I W/ PIPE
y I II ALARM EXTEIJDIUG 3'
'} "-o w 1 - `` ��� I I I OA170 SOLID SOIL
ON
X5.0
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PUMP -� - OFF
BLOCK
,
ITT GOULDS PUMPS
Wastewater
PERFORMANCE RATINGS COMPONENTS
Total Head Gallons Per Item
(ft. of water)
Minute No. Description
_
EPO4 EP05 1 Impeller
5 53 — 2 Base 1A,. --Z / 6
10 46 62 3 Pump Casing \
15 36 55
4 Mechanical Seal =,
20 21 46 5 1 Ball Bearings
25 0 33 6
r,90 0 -Rings y
30 — 11 Power Cord 5
Oil Filled Motor
Motor Housing/
Stator Assembly "
Motor Cover
METERS FEET
j . ......
9 30 ...... —� 5 GPM
$ 2.5 rr
25 �..... .... �... ....
0 7 2
0�
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_ .. .... .......... ... .... .......
V
Q 5
Z
0 15 .... 1
I J r
Q 4
_ EPOS
3 10 }
f
........ ...... ......
!_....
2 _ _ EPO4
5
i ... . ........ ..... .........
i I i
0 0
0 10 20 30 40 50 GPM
I
0 2 4 6 8 10 12 m /h
CAPACITY
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System Management
Management of this system is critical. As a condition of approval of these plans this system management section must be
reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If
problems develop with the adsorption system or any other system components, the installing plumber, Roger Timm, 715- 772 -3214, or
the St. Croix County Zoning Department, 715- 386 -4680, should be contacted for assistance.
General
Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which
flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of
contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to
settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as
water, a dose tank or compartment to allow a dose to be accumulated, a pump and controls or automatic siphon, and finally some type
of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health.
1. If the septic tank is installed prior to sheet -rock and /or painting, pump the septic tank before normal use begins to ensure
adherence to contaminant load design criteria.
2. Install water - saving appliances whenever and wherever possible.
3. Repair even small water leaks as soon as possible.
4. Never pour grease or oil down any drain or stool.
5. Garbage disposals are not recommended; if you must have one, use it sparingly
6. No paper products other than tissue should go into the system.
7. No chemicals should go into the system.
8. Avoid surge flows of water; try to spread laundry throughout the week.
9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans.
10. If septic or dose tanks are no longer used, they must be properly abandoned.
11. If construction timing and weather could create a frozen infiltration system, weather - proofing with plastic sheeting and
heavy mulching may be required to maintain a functional system at start-up.
12. The upslope toe of the mound system must be Idndscaped with additional fill to blend this area into the
upslope natural grade; this will minimize the possibility of the system trapping surface run -off; final settled slope should
be 2 -3% over the system or 2 -3% diverting surface run -off around the ends of the system.
Maintenance
1. The septic tank must be inspected every three years by a properly licensed person.
2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids
volume equals one third of the tank volume.
3. When the septic tank is pumped, any solids in the bottom of the dose tank must be pumped, and the filter must be back - washed
into the septic tank to remove accumulated material. System use may require more frequent filter cleaning; initial inspections of the
filter should be made every 6 months until a minimum time sequence is determined.
4. Periodic observation pipe inspections should be made by the owner to examine the state of the in -situ soil adsorption cell.
Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption
cell.
5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany
their specifications.
6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the
pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows
reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than
one or two days should pass before any necessary repairs can be made.
7. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system.
8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system.
9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth.
10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system
area.
11. Warning: Do not enter septic, dose or other treatment tanks; death may result because they may contain lethal gases or
insufficient oxygen.
Contingency Plan
Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring
may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54
(2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, desiQnin <,,
and /or installation of additional treatment components or conversion to a holding tank may be necessary.
Page 8 of 9
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer / eIk1,
Mailing Address l � C !� �\ 'S6 Z Z
Property Address Z �,ilOu
(Verification required from Planning & Zoning Department for new construction.)
City /State 16 ye' v s 01 C � Parcel Identification Number 70 - o a y _ !!� �/-
LEGAL DESCRIPTION
r, Zoo)
Property Location IVA) 1 /4 , 5 4 1 /4 , Sec. 3� , T Z8 N R / W, Town of
.1 , /0
Subdivision 1Y A/ '��'tX �CL< , Lot #
Certified Survey Map # , Volume , Page #
Warranty Deed # Volume Page # °� o
Spec house je C_n� Lot lines identifiable yes no
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 §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 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 Commerce and the Department of Natural Resources, State of Wisconsin.
Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning &
Zoning Department within 30 days of the three year expiration date.
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 warranty deed recorded in Register of Deeds Office.
Number of bedrooms ,3
,a
SI NATURE OF APPLICANTS) 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 certlfied survey map if
reference is made in the warranty deed.
(REV. 08/05)
✓ ORIGINAL #2601
Iscvnsin SOIL EVALUATION REPORT
Department of Commerce irrp ord Co 5, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Certified Soil Testing, LLC
Attach complete site plan on paper not less than 8Y: x 1 must County St. Croix
include, but not limited to: vertical and horizontal ref e rice point BM), direction and —
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
024 -10 1 -70 -000
Please r us int all information. Revie By Date
Personal information you provide ma brCV Des (Pri acy Law, s. 15.04 (1) (m)).
— g,, d—,
Property Owner Property Location G7
Moelter, Mark & Jean AUG 2007 Govt. Lot 1 W A, S 1/4, S32, T28N, R17W
Property Owner's Mailing AddreE s Lot # Block # Subd. Name or CSM#
1669 Couinty Road M ST. CROIX COUNTY
City E tate Zip Code Phone Numbe __ City ❑ Village Town Nearest Road
9
River Falls WI 1 54022 1 715 - 426 - 1975 Pleasant Valley I CTHW M
New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement �— Public or commercial - Describe
Parent material loess over till Flood plain elevation, if applicable NA ft.
General comments install 8' x 57' rock cell mound on 10 contour a s upslope edge of rock w/ 15 sand fill @ 0.4 gpd /sq ft
and recommendations: basal loa Ing
M Boring # -
Boring
X Pit Ground surface elev. 99.5 ft. Depth to limiting factor 21 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 -9 7.5YR 3/2 - sil 2 f sbk ds cs if /m .6 .8
2 9 -21 7.5YR 4/4 - sil 2 m sbk dsh cs if .6 .8
3 21 -25 7.5YR 4/4 f2f 7.5YR 5/8 sil 1 m sbk dh gs if .4 .6
4 25 -38 10YR 4/4 c2p 7.5YR 5/8 ,4/6 sil 0 m dvh - - 0 .2
10YR 6/3
g _ !Boring
Borin
2 # X 11 ; pit Ground surface elev. 99.0 ft. Depth to limiting factor 20 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 -6 7.5YR 3/2 - sil 2 f sbk ds cs 1f /m .6 .8
2 6 -12 7.5YR 3/3 - sil 1 f pi ds cs 1m .4 .6
3 12 -20 7.5YR 4/4 - sil < ds gs if .6 .8
4 20 -24 7.5YR 4/4 f1f 7.5YR 5/8 sil 1 m -c sbk dsh gs if .4 .6
5 24 -32 10YR 4/4 c2d 7.5YR 5/8,5/3 sil 0 m dh - if 0 .2
1 f roots to 26"
* Effluent #1 = BOD 30 < 220 mg /L and TSS > 0 < 150 mg /L * Efflue #2 = BOD < 30 mg /L and TSS < 30 mg /L
CST Name (Please Print) Sign c rN CST Number - t � Henry F. Grote 222774
Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave. Menomonie, WI 54751 8/3/2007 715 - 233 -0398
SBD•8330 (R.07 /001
Ir -
Property Owner Moelter, Mark & Jean Parcel ID # 024 - 1041 -70 -000 Page 2 of
3 -- Boring
]Boring # Z Pit Ground surface elev. 100.4, ft DQpt to�rrtting factor 19 in. Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell= Qu. Sz. Cont. Color " "° "" GnIft: S4� •- - ., 'Effttt Eff#2
1 0 -8 7.5YR 3/2 - sil 2 f sbk ds Cs if /m 6 .8
2 8 -19 7.5YR 4/4 - sil 2 m sbk ds cs lm 6 .8
3 19 -32 10YR 4/4 f2f 7.5YR 4/6 sil 0 m dh - 1M 0 .2
-T—
-- -- — 1 m roots to 28"
' Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L ` Effluent #2 = BOD < 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 -31 1 or TTY 608 - 264 -8777.
S[3D -8330 (R 07/00)
Certified Soil Testing, Ll C
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TRUSTEE'S DEED
go,
ST. CROiX C
DLIO!le 4, lenson and Della M. bole.: inJ lorrold wecl':—
('o-Frustoes. having full power to Sell :tndencunber
JUL t
as Tru--tco f
Harol P Jenson an . d Harriet W. Jenson Family Trust at 9:.5 A.
Mark 'Ioetter
' 'Vi"),-t %arraiiy to
and Tc a 11 }t oe 11 t liband and wt e a.i sure LV )r:;hi p
marital p. ),
—knt, e,
5t Croix
t L X 1f) \:0 4 t -'4 1 i &
24-1041-80
The West hal of the 'Southeast Quarter (W 1/ )f SE 1 /')) o f Section rhirLy- Vwo (32)
Township twenty -Eight 28) North, Range Seventeen t
TRAN%FER
Q
Dated this day of June 19 96.
(SEAL) .(SEAL)
�u na H. Je son Della M. Boles
(SEAL)
"IfJerrold K. Weeks
AUTHENTICATION ACKNOWLEDGMENT
Signature (s) . Duane H. Jenson and STATE OF WISCONSIN
Della M. Boles and Jerrold K. Weeks- SS.
................. ..................... --- ................ - ... County.
authenticated this ..da of -J une . .. . . . 19 96 Personall came before me this da of
13 the :tl;rjve named
Joseph D Boles .. . .....
TITLF: NIENIBEP STATE BAR OF WISCONSIN
(if not,
authorized b 706.06, Wis. Stats.)
to me knoN%,i to be the person who executed the
foregoing instrument :,ml ;.,knowledge ti.o sar)e.
THIS INSTRUMENT WAS 0P1,FTED BV
Joseph D. Boles - Attorney at Law
River Falls, W1 54022 (715) 425-7281 Count-.-, Wis.
... ... ... - -- ... .... ..... Notar%
Nl�. Conizni4sion ricrinanent. (U not, Mate expiration
nj:jv he a ti'xnticated or acknowled Both
are not n,cess;:r.-) date: 19
STATE BAR OF WISCONSIN
H e Mlfle, Cunga.ry FORM No. IA— 1y82 Stock No. 13016
PLEASANT VALLEY RUSH RIVER T G$ N. R .I7 W.
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P IERCE COUN] N c owry pvr` cSf.Croix �J. Gyve.
PLEASANT VALLEY TIrP. -}I< -RUSH R /YER TWP,
2812 MALL DRIVE OFFICE 717 MAIN STREET ����
EAU CLAIRE, WISCONSIN SL MENOMONIE, WISCONSIN
FEDERAL SAVINGS Business: 2734945 True Value
AND LOAN ASSOCIATfON Residence 273 -415$ REALTOR' Hardware
Car: 792 -2732
,= DAR -RAY Realty ""r!
319 EAST GRAND AVENUE Raymond Huppert Authorized PAINT
EAU CLAIRE, WISCONSIN - Dealers
207 NORTH BRIDGE STREET 372 WEST MAIN STREET 332 West Main Street 698 -2377
CHIPPEWA FALLS, WISCONSIN ELLSWORTH, WISCONSIN Ellsworth, Wisconsin 54011
Woodville