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ST. CROIX COUNTY
WISCONSIN
ZONING DEPARTMENT
.. -
ffflMll�f■ ST. CROIX COUNTY GOVERNMENT CENTER
"•�•'' M���If
1101 Carmichael Road
AN. Hudson, WI 54016 -7710
Phone: (715) 386 -4680 Fax (715) 386 -4686
Memo to File
From Pam Quinn
Date: 4/27/2004
Re. Sandy loam structure misinterpretation on subdivision soil reports
do Dunn these on-
' on-site determinations have brought a problem to our attention. Recent soil o s to g
g P
confli tin soil reports had
sites, tin s were excavated to confirm soil conditions where two c
s s, bo g c S P
been submitted for zon�g department review. The soil profiles, evaluated by myself, Dave
Fogerty, and Dave Steel (all certified soil testers) differed from the original soil reports in that
massive (structureless) sandy loams were encountered in horizons that were described as having
either moderate, medium subangular blocky (2msbk) structure by Adam Schumaker or weak,
medium granular structure (Imgr) by Shaun Bird. There apparently has been a
misunderstanding between "structure" caused by handling samples of the soil during texturing
versus the soil characteristics in situ. The soil, when chunks were taken out of the profile to hand
texture, with pressure parted into "crumbs" that appeared at first to be subangular or granular in
shape. However, these were not true peds that broke apart along planes of weakness, but
fragments created by handling. The soil when observed in the horizon did not have distinct units
of structure and should have been reported as "massive ".
Added notation: on 4/23/04 Mark Iverson (Cedar Corp. certified professional soil scientist),
Shaun Bird, and myself did an evaluation of soils on Lots 6 & 9, Richmond Meadows where the
original soil report described the third horizon as sandy loam, "I mgr". On Lot 6 we checked
soil profiles within a POWTS distribution cell and then excavated a test pit on Lot 9. The sandy _
loams in question were a weak, coarse to very coarse subangular blocky structure, where planes
of weakness were just discernible when peds were parted from the profile. The peds separated
with very light pressure by soil tester. Sand coatings were observed on the ped faces in the Lot 9
soils, which supported the determination that some structure existed to allow water to move
through the upper portion of the sandy loam horizon. However, below the weak - structured soil
we found massive (structureless) sandy loams and the boundary between these horizons was
irregular, which would mean a distribution cell could encounter alternating weak and massive
sandy loam. Shaun said he would amend his soil reports with a memo recommending that any
sandy loams he identified as "I mgr" or "2 mgr" be assigned a lower loading rate of 0.3 gpd/ft2
(see attached memo for Whitetail Meadows) to provide a larger dispersal area.
Page Two — Soil Memo 4/27/04
Massive sandy loams have been assigned a soil application rate of 0.2 gpd/ft with the code
changes in Comm 83.44 -2, effective as of 2/1/04. The application rates listed on the soil reports
were higher due to the structure having been described as either weak or moderate, which affects
the calculations for sizing of POWTS distribution cells. Obviously, one of the concerns is to
make sure loading rates for the soils are not in error and allow undersized POWTS to be
installed. For example, in December 2003, Lot 35 of Richmond Meadows subdivision had to
have its loading rate reduced to 0.3 gpd/sq. ft. when the installer encountered massive sandy
loam at the system elevation. The sandy loam horizon had been described on the soil report as
"lmgr" with firm consistence.
Leroy Jansky, Dept. of Commerce Regional Wastewater Specialist, has been consulted on this
situation and advised the zoning department to require on -site verifications for any lots with this
potential misinterpretation on the soil reports. All soil reports with sandy loam "1 or 2 mgr" as
its structure will be required to use a design based on the current code's soil application rate for
massive sandy loam @ 0.2 gpd/sq. ft. unless additional soil testing proves otherwise.
Bird Plumbing Inc.
1008 192nd Ave
New Richmond Wi 54017
715- 246 -4516
Subject: Whitetail Meadows Soil Tests
To Whom it may concern:
I Shaun Bird did the soil tests on this subdivision known as Whitetail Meadows in
Richmond township. After a couple of installations, some of the soils were found to have a
more weak structure than what was found in some of the borings. In order to protect home
owners and contractors, it is my recommendation after discussing the issue with Pam Quinn
from St. Croix County Zoning office that the systems be oversized using a .3 loading rate
instead of the original .4 rate. On the lots that were originally sized for a.5, I recommend
using a.4, not the new .6 that the state has suggested. The soils are what the tests indicate
but the large areas tested did not reveal some of the weaker structures that were found
upon installations. if a installer can prove otherwise, that the weaker structures do not exist,
then the installer should proceed with the soils that he /she believes are present.
Shaun Bird
CST #226900
Z -d ds4sTT 40 SE Jdu
ST. CROIX COUNTY
WISCONSIN
ZONING DEPARTMENT
r���r, S T. CROIX COUNTY GOVERNMENT CENTER
1101 Carmichael Road
Hudson, WI 54016 -7710
Phone: (715) 386 -4680 Fax (715) 386 -4686
Memo to File
From: Pam Quinn
Date: 4/14/2004
Re: Soil On -site Determinations for Lots 32, 37 & 43 Richmond Meadows Subd.
On April 8, 2004 on -site determinations of soil conditions at the above lots was performed to
evaluate conflicting soil reports submitted by Adam Schumaker and Shaun Bird. At 11:00 a.m.
the weather /lighting conditions were acceptable, with temp. 50 °F, clear and. These
determinations were requested by the property owner, Orenzo Oevering and the plumber /permit
applicant, Dave Fogerty, who were present during the test pit excavations.
Additional test pits were located next to borings on the original soil reports to better compare soil
conditions in the tested areas. On lot 32 (see attached description) the soil profile contained
massive sandy loams at approximately 36 inches below grade, which does not conflict with the
soil tester's recommendation for using an at -grade system. What it did reveal, however, is that
both Adam and Shaun likely misinterpreted the structure of the sandy loams: Adam called the
sandy loam horizon a "2msbk" and Shaun uses "lmgr ". There apparently has been a
misunderstanding between "structure" caused by handling samples of the soil during texturing
versus the soil characteristics in situ. The soil, when chunks were taken out of the profile to hand
texture, parted easily into "crumbs" that appeared at first to be subangular or granular in shape.
However, these were not true peds that broke apart along planes of weakness , but fragments
created by handling. The soil when observed in the horizon did not have distinct units of
structure and should have been reported as "massive ".
Two test pits were evaluated on Lot 37, since the sanitary permit has already been issued. Due to
the current house and well location, additional tested area will be required to meet setbacks to the
POWTS. A pit closest to Shaun's B2 did have a sandy horizon as reported, but only to a depth
of 60 ", then underlain by a massive sandy loam. Unfortunately, the boundary between the sands
and sandy loam horizon was very irregular, with tongues of sandy loam much closer to grade
than 60 ". The recommended loading rate for this site would need to be lowered to adjust for
varying pore space at system elevation.
Lot 43 had conflicting reports, where Shaun's tested area (near the front of the lot) reported
conditions allowing a conventional system and Adam's (closer to the rear of the lot) reported
mottling at 32" with a mound system recommendation. Additional test pit B4 was excavated
next to Shaun's B3 (see attached description) and massive sandy loams were encountered at 17
inches below grade. Weathered cobbles (break into smaller pieces upon disturbance) and
oxidized iron deposits around individual gravel /cobbles were observed in the pit wall, but no
mottling was identified to 68 ". Shaun's B3 description of sandy loam with "2mgr" structure
starting at 18 ", then sandy loam "lmgr" from 36- 110 ". Again, I think there was a
misinterpretation of texture after a sample had been handled.
Leroy Jansky, Dept. of Commerce Regional Wastewater Specialist, has been consulted on this
situation and advised the zoning department to require on -site verifications for any lots with this
potential misinterpretation on the reports. Obviously, one of the concerns is to make sure
loading rates for the soils are not in error and allow undersized POWTS to be installed. For
example, in December 2003, Lot 35 had to have its loading rate reduced to 0.3 gpd/sq. ft. when
the installer encountered massive sandy loam at the system elevation. The sandy loam horizon
was described on the soil report as "lmgr" with firm consistence. The zoning department will
have a note placed on all soil reports with this type of description as requiring a design using the
current code's soil application rate for massive sandy loam @ 0.2 gpd/sq. ft. unless additional
soil testing proves otherwise.
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
430634 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:
Dalstock LLC I Richmond Township d2� - 11(a0 - a l - 6co
CST BM Ele Insp. BM Elev: BM Descrip Section/Town /Range /Map No:
tbo, 6) V Q�t,�2 -Qh� 23.30.18. fZts
TANK INFORMATION EVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic / Benchmark —, S' 1 ��
Dosing / ��i t l/6 Alt. BM 51 1 St i h daft, 3 3 is
(E
Aeration Bldg. Sewer
ys y35 A s g7.o
Holding S Ht Inlet S h� 7 c ,
GJ� p d -
TANK SETBAC INFORMATION Cwt St/Ht Outle rO I a' 0 S S
TANK TO P/L W�' BLDG Vent to Air Intake ROAD Dt Inlet
Septic f Dt Bottom
Dosing Header/ an. .3 '
g q
Aeration I Dist. Pipe
s�
t1+ V Z•
Holding Bot. System Z , b
- �tltGt
Final Grade
PUMP /SIPHON INFORMATION /1Tit'e( S 15 1.1 1
Manufacturer Demand over
GPM r, ✓ t `rL 3 S 1 7 0- 0
Model N mber
,s , 0 76,
TDH Lift, Friction Loss System Head JTDH Ft
Folt;emain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM — P - �litPhj�S - el he 7
BED/TRENCH Width Length 1 No. Of Trenches PIT DIMEN ONS No. Of Pits Inside Dia. LiqLfid Depth
DIMENSIONS 3 1&5, 5, L
SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Mawkcturer:
INFORMATION CHAMBER O
Typ Of System: _ v UNIT Model Number:
�
' /
IBUTION SYSTEM
Header anifol IDistribution x Hole Size x Hole Spacing Vent to Air Intake
�' I �. Pipe(s) tl f0 7 --- , S
' —�--
Length Dia Length Diapacmg /
SOIL COVER x Pressure Systems Only xx Mound Or At - Grad e System Only h
Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil
[� Yes D No I Ej, Yes [] No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:�/ 0 Inspection #2:Y / /
Location: 1362 146th Ave. New Richmond, WI 54017 (SE 1/4 NW 1/4 23 T30N R18W) Whitetail Meadows Lot 1 Parcel No: 23.30.18.
1.) Alt BM Description = :5-r
/_ a�'Lit� k�u
2. Bldg h d
sewer length = �{ 47L s �
g 9 t03 d 4 A��,,
- amoun of cover = - ca��� ,; "` U
l O A csnsll'uvh�i. '-s) aAt rature Plan revision Required? Yes
� ,� � --
Use other side for additional information.) No Date Insepctoes Ce o.
SBD L
6710(R.3/97)
i
rll-� clllr�- PWTTVW
pz
SA
"'s - vlo - wn+ 0 1-7rp
Safety and Buildings Division cD°°ry�/ G r(9
201 W. Washington Ave., P.O. Box 7082
Madison, WI 53707 - 7082 Sanitary Permit Number / Stied in by Co.)
8 V f sconsin (608) 261 -6546 �0 (� 3
Department of Commerce State PlanL
Sanitary Permit Application I
In accord with Comm 83.21, Wis. Adm. Code, pees nW formation Y ou provide
15. Project Address (if different matlin�g j add �raa)
may be used for secondary purposes Privacy La 2 I L f " v
I. Application Information - Please Print All Information I
A N 0 2 2004
Pro
Lot 131 «k�
s Name i r '-
perty
Prope Location
'IN I ProperryOwner' Mailing Address Z ONING OFFIC „�/
�� ' Section
City, State Zip Code Phone Number
N; E r W
II. T e of Building (check all that apply) Subdivision arr1e N
or 2 Family Dwelling - Number of Bedrooms
❑ PublidCotnmorcial- Describe Use I ❑City ❑villag s sbip of
State 0,med - Describe Use 3 Drs r L �� S
IIL Type o Permit: (Check only one boa . on line A. Complete line B if applicable)
A. ❑ Other Modification to Existing System
New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only
. ❑ ❑ ❑ ❑Permit Transfer to New
List Previous Permit Number and Date Issued
B Permit Renewal Permit Revision Change of
Before Expiration Plumber
IV. of POWTS S stem: Check all that a 1
Non - Pressurized la- Ground ❑ Mound 2:24 in. of suitable soil ❑Mound < 24 in. of suitable soil ❑ At -Grade ❑Single Pass Sand Filler ❑
Constructed Weiland 11 Press uri,!,D G d ❑ Holding Tank 11 Peat Filter ❑ Aerobic Treat- r(esplat ❑ e4 a. ; Sand Filter
bee [I Drip Line ❑Gravel -less P' JC
Reeitculatia s Media Filter bin V. Dis ersalrl'reatment Area formation: O ?D - Proposed (sf) System Ele lion
Desi Flow (gpd) Design Soil pplication Ra� Dispersal Arne Required (s y Area
dsf)
�� in
Capac Total Number / S D u M�aenu�faeturer Prefab Site Steel Fi r Plastic
VL Tank Info �� < >�� Concreu Constructed Glaze
Gallons Gallons of Units
New Existing
Talcs Tanks
septic or 11okling Task
Aerobic Treatment Unit
Dosing Chamber
VII. Responsibility Statement- I, the undersi sume respousibillty for installation of t �
POWTS shown oa che B�` ness Phone Number
Plu mber's Name (Print) Plumb grrature MP /MP" Nu /
,X- ai re 'G b j )
Plumber's Address (Street, City State, Zi ) 1 L/
C unry /Department Use Onl
Sanitary Permit Fee includes Groundwater Date Issued Issuing AS Si re ps
- 0 7 Approved ❑ Disapproved Surcharge Fee) C21 C Q a� i /S D
❑ Owner Given Reason for Denial
IX. Conditions of Approval/Reasons for Disapprov j�G�3'lll�t/ �y !�U vifcJ
SYSTEM OWNER: (� .
p lc an ,effluent fil and
dispersal cell must all be serviced 1 mai lumbe
per management plan provided by Per ��'w��JL
asp nt '� ' 1*
2. All setback) cable codelordinanbes.
a per app mai ntained G bQ
s dl�%(X�ir /
to the Coaa onl ) for the system os p r not less th t12 i �i Inches is size
At be &�
Attach eompkte plans ( �tY�
SBD -6398 (R. 08/02) UMovb r/ ,,Q 4 ,
"J A67
P AI W
PROJECT DalStock L.L.C. 48 112th St. New Richmond Wi 54017
S 1/2 NW 1 /4S 23 /T 30 TOWN Richmond C OUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 12/31/03 BEDROOM 4
CONVENTIONAL XXX IN- GROUND PRIWURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1586 # of cbambe 51
BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100° Filter Zabel A -100
❑ BOREHOLE O WELL sH.R Same as Benchmark
SYSTEM ELEVATION 83.1/82.6/82.1 4' below grade
Alt. BM Top of 2" Pipe @ 100.2'
Alt. B.M. 199' Property Line
B.M.
Scale is 1" = 40
unless otherwise
noted
Vent Plans Designed Using
Conventional Powts
>6 „ Standard Biodiffuser Manual Version 2.0
of Cover Leaching Chamber Please note: Installer must
with 31.1 ft2 of Area verify all lot lines and setbacks
11 " before installation.
6' Long Grade at Sys ui Beva *o 490n , b
34
Pro 4 Bedroom a
House Cells wacing
k (Ar
60'
►��< , %'
a 1. -7
0' B- a
2 O
20'
7 %O B -2 > -:4' ".
B -1
Slope
Pro Town Road
15'
100'
r
P AIW
PROJECT DalStock L.L.C. 48 112th St. New Richmond Wi 54017
S , 1/2 NW 1/4s 23 /T 30 TOWN Richmond C OUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 12/31/03 BEDROOM 4
CONVENTIONAL XXX IN- GROUND PR URE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1586 # of chambe s 51
,BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100° Filter Zabel A -100
❑ BOREHOLE O WELL *H.R.P. Same as Benchmark
SYSTEM ELEVATION 83.1/82.6/82.1 4' below grade
Alt. BM Top of 2" Pipe @ 100.2'
Alt. B.M. 199' Property Line
B.M.
Scale is 1" = 40
unless otherwise
noted
J nt Plans Designed Using
Conventional Powts
Standard Biodiffuser Manual Version 2.0
Leaching Chamber Please note: Installer must
ith 31.1 ft2 of Area verify all lot lines and setbacks
before installation.
34" Grade at System Elevation
I r 7 -A edroom
House
3 -3' X 107' Cells with >3' Spacing
60'
Vents
ST
0' B -3 a
0
20'
5 '
M
7% B-2
B -1 Slope
Pro Town Road 15'
100'
• Wisconsin q aw eht of Commerce SOIL EVALUATION REPORT Page r of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County <'� 4 1 �
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must `'� ' f ` 3 �
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Reviewed b Date
Please print all information.
Personal information you provide mgytfe used for Secondary 'purposevi"acy Law, s. 15.04 (1) (m)). Q �
Property Owner Property Lo i n
Gam✓ r✓' % ` Govt. Lot 14 S ,23T N R E ( W
Property Owners Mailing Address, # Subd. or CSM#
City State 'p Code Phone Number ❑ city ❑ own Nearest Road
New Construction Use: Residential / Number of bedrooms - Code derived design flow rate �� d GPO
C3 Replacement !❑ PUbll or commercial - Describe: - --
Parent material � rt_ Flood Plain a ; ar , tio if applicable ��� R
andrecancomnerrts D � J g 3 e�(ISPS 7
Boring #
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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
1 3/L S
3 0 - .v/ - '
n Ong # Boring
Pit Ground surface elev ft. Depth to limiting facto1� _ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
o 3/ — 5 L a r .'5
C I— 1 rn S� titi,F� w �F Z-
>
r �� J S f✓ "' < y 7
Effluent #1 = BOD > 30 1220 mglL and TSS < 150 ffKA ' Effluent #2 = BOD < 30 mg/L and TSS < 30 nVL
CST Name (Please Print) Signature CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, VK54017 715 -246 -4516
. 1
Property Owner _ Parcel ID # Page of
❑\ Boring # ❑ oring Q 7
Ground surface elev. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
t, Ik-" ) , 3
F—I Boring # E] E] ❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Appli cation Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/M
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
Boring # ❑ Boring
Ground surface elev. ft. Depth to limiting factor in.
1:1 Pit
Soil lication Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 'Eff#2
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS 130 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.
580.8330 (RAW)
r . Soil Test Plot Plan
Project Name William Stock/Steve Dalton Sh Bird
Address 1748 112th St. ��
New Richmond Wi 54017 STM #226900
Lot 1 Subdivision Whitetail Meadows Date 8/15/03
S 1 /2 N W 1 /4S 23 T 30 N /R18 W Township Richmond
n Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 83.1/82.5 *HRPSame as Benchmark
Alt. BM Top of 2" Pipe @ 100.2'
Alt. B.M. 199' Property Line
B.M.
Scale is 1" = 40
Please note: Installer must unless otherwise
verify all lot lines and setbacks
before installation noted
Please Note: Tested area
may not be suitable for
desired building area. .5
Check system location a
before excavating.
0 B -3 4
87' a
0
5' ;0 45'
7% B -2
85' Slope
B -1
Pro Town Road 15'
100'
Y
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSED CERTIFICATION FORM
Mailing Address
Property Address 3 �0 2
P
(Ve rification required from Planning Department for new construction) f�
Ci ty CA /State A w fh,d Parcel Identification Number
LEGAL DESCRIPTION
Properly Location ` '/4, �" ' / +, Sec. Z 3 . T 3 b N -R $ W, Town of
Subdivision �if �1 L�Qu . Lot #
Certified Survey Map # , Volume . Page #
Warranty Deed # 7/ 7 30 Z . Volume 2 3 Page # �O 3
Spec house yes ❑ no Lot lines identifiable Dyes ❑ no
SYSTEM MAINTENANCE
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.
The property owner agrees to submit to St. Croix 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 wastewaterdisposal 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.
Uwe, 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 Zoning Office within 30
days of the three year expiration date.
k& LA / /s
SIGNATURE OF APPLICANT DATE
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of
the property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
SIGNATURE OF APPLIC DATE
« « « « «« Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * **
** Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
I
ST CROIX COUNTY
SEPTIC-TANK MAINTENANCE AGREEMENT-
AND'
OWNERSHIP CERTIFICATION FORM
OwnetBuye �l
Mailing Address J ,
Property Address
(Verifi tion require from Planning Department for new cons tion)
City /State
Parcel Identification Number
LEGAL DESCRIPTION
Property Location
5G �1 �''•� S� -3. TN -R z jW , Town of L
Lot # �.
XhQ
Subdivision G'UfLI
Certified Survey Map #
r' , Volume , Page #
7-.
Warranty Deed #
Volume Page #
Spec house s ❑ no Lot lines identifiabZs ❑ no
SYSTEM MAINTENANCE
improper use and maintenance of your septic failure to handle wastes. Proper maintenance
system could result in its premature fa
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.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
j lumber, restrictedplumber Ora licensed pumper verifying that ( fu
1) the on -site wastewater disposal system
masterplumber, j ym�P the Septic tank is less than 1/3 ll of sludge.
condition and/or 2 after inspection and pumping (if necessary), P
is in proper operating ( ) sal system with th
ds
Uwe, the un reigned have read the above requirements and agree to maiant of Natural Resources,, State of Wis onsin Certification set forth, h in, as set by the Department of Commerce
and the Departure re o the St. Croix County Zoning Office within 30
stating septic to has been maint
days of a ee y r exp' on date. j
DAT
NA ": URE O APPLIC � r
OWNER a IC TION i (our) knowle e. I (we) am (are) the owner(s) of
I (we) a statements on thrs form are true to te b est of my
the property ribed abov , virtue of a warranty deed recorded in Register of Deeds ice -
DATE
A APPLICANT
Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * **
** Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
d' 2439P &37
MORTGAGE
Loan No: 12193109 (Continued) Page 3
Environments] Laws. The words "Environmental Laws" mean any and all state, federal and local statutes, regulations and
ordinances relating to the protection of human health or the environment, including without Imitation the Comprehensive
Environmental Response, Compensation, and Liability Act of 1980, as amended, 42 U.S.C. Section 9601, at seq. ( "CERCLA "),
the Superfund Amendments and Reauthorization Act of 1986, Pub. L. No. 99-499 ( "SARA'), the Hazardous Materials
Transportation Act, 49 U.S.C. Section 1801, at seq., the Resource Conservation and Recovery Act, 42 U.S.C. Section 6901, at
seq., or other applicable state or federal laws, rules, or regulations adopted pursuant thereto.
Event of Default. The words "Event of Default" mean any of the events of default set forth in this Mortgage in the events of
default section of this Mortgage.
Grantor. The word "Grantor" means DALSTOCK, I.I.C.
Guarantor. The word "Guarantor" means any guarantor, surety, or accommodation party of any or all of the Indebtedness.
Guaranty. The word "Guaranty" meant the guaranty from Guarantor to Lender, including without Imitation a guaranty of all or
part of the Note.
Indebtedness. The word "Indebtedness' means all principal, interest, and other amounts, costs and expenses payable under the
Note or Related Documents, together with all renewals of, extensions of, modifications of, consolidations of and substitutions for
the Note or Related Documents and any amounts expended or advanced by Lender to discharge Grantor's obligations or expenses
incurred by Lender to enforce Grantor's obligations under this Mortgage, together with interest on such amounts as provided in
this Mortgage.
Lander. The word "Lender" means S ✓k C Bank, Its successors and assigns.
Mortgage. The word "Mortgage" means this Mortgage between Grantor and Lender.
Note. The word "Note" means the promissory note dated October 16, 2003, In the original principal amount of
$1,312,500.00 from Grantor to Lender, together with all renewals of, extensions of, modifications of, refinancings of,
consolidations of, and substitutions for the promissory note or agreement. NOTICE TO GRANTOR: THE NOTE CONTAINS A
VARIABLE INTEREST RATE.
Personal Property. The words 'Personal Property" mean all equipment, fixtures, and other articles of personal property now or
hereafter owned by Grantor, and now or hereafter attached or affixed to the Real Property; together with all accessions, parts,
and additions to, all replacements of, and all substitutions for, any of such property; and together with all proceeds (including
without limitation all insurance proceeds and refunds of premiums) from any sale or other disposition of the Property.
Property. The word 'Property' means collectively the Real Property and the Persona] Property.
Red Property. The words "Real Property" mean the real property, interests and rights, as further described in this Mortgage.
Related Documents. The words "Related Documents" mean all promissory notes, credit agreements, loan agreements,
environmental agreements, guaranties, security agreements, mortgages, deeds of trust, security deeds, collateral mortgages, and
all other instruments, agreements and documents, whether now or hereafter existing, executed in connection with the
Indebtedness.
Rents. The word 'Rents" means all present and future rents, revenues, income, issues, royalties, profits, and other benefits
derived from the Property.
G OR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS MdRTGAGE, AND GRANTOR AGREES TO ITS TERMS.
GRANTOR: A
DALSTOCK, LL
By d1
WILLIAM B STOCK, MEMBER of DALSTOCK, LLC
By
STEV M DALTON, MEMBER of DALSTOCK, LLC
ortgege prepared by: X
Name of Signer: SUE BLOMQUIST
Complete either Authentication Section or Acknowledgment Section
AUTHENTICATION
Signature(s) of DALSTOCK, LLC authenticated this day of 20
Title: Member State Bar of Wisconsin or
authorized under Section 706.06, Wis. State.
Maintenance and Contingency Plan for a Septic System
Maintenance Plan
1. Septic Tank is to be pumped once every 3 years.
2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in
order to extend the maintenance interval of the filter.
3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of
the cells.
4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system:
5. The owner agrees to save this plan.
6. Do not plant trees nor park nor drive over system.
7. Watershed is to be diverted away from system.
8. Discharge into system is not exceed those required as per Comm. 83
C ency Plan
OptioD#1. f system fails, determine cause of failure, use alternate area and install new
system in tested replacement area.
Option #2. Install system at a lower elevation, by removing chambers, removing biomat,
and install new system.
Option #3. No adequate area is suitable for replacement area, and system elevation
cannont be lowered. Install holding tank as last resort.
3. Replace an other failing components a p y s needed.
9 P
Plumber: Shaun Bird 715 - 246 -4516
St. Croix County Zoning 715 - 386 -4680
Pumper Tom Mondor 715 - 246 -5148
Shaun Bird #226900
NO 9568
I RECEIPT DA�
® RECEIVED FROM -
v ADDRESS
DOLLARS
c
0
LL
FOR
r
ACCOUNT HOW PAID
ACCOUNT CASH
CHECK
AMT. PAID BY
BALANCE DUE MONEY ORDER
W
�S art
I�
2439P
. 6 3
STATE BAR OF WISCONSIN FORM 1 - 2000 KATHLEEN H. WALSH
WARRANTY DEED REGISTER OF DEEDS
Document Number ST. CRO IX CO., W I
'This Deed, made between L. Lawrence Williams and Virgina R RECEIVED FOR RECORD
Williams, husband and wife and each in their own riL ,, ht Grantor, and 10/21/2003 09:45AN
Dalstock, LLC, a Wisconsin limited liability company Grantee. WARRANTY DEED
Grantor, for a valuable consideration, conveys to Grantee the following EXEMPT #
described real estate in St. Croix County, State of Wisconsin (the "Property") REC FEE • 11.00
(if more space is needed, please attach addendum): TRANS FEE: 3015.00
The South One -half of the Northwest Quarter (S %z of NW '/4 of Section COPY FEE:
Twenty -three (23), Township Thirty (30) North, Range Eighteen (18) West, CC FEE:
EXCEPT Lot One (1) of Certified Survey Map recorded in Vol. 8 of PAGES: 1
Certified Survey Maps, Page 2305 as document number 465057;
AND
The North One -half of the Southeast Quarter (N '/2 of SE ' / 4) of Section
Twenty -two (22), Township Thirty (30) North, Range Eighteen (18) West.
Virginia R. Williams joins in this deed for the sole purpose of conveying any Recording Area
interest she ay have in the subject property under the Marital Property Laws
of the State if Wisconsin. Name and Rcium Address
Robert J. Richardson
Parcel Id numbers: Bakke Norman, SC
026 - 1068 -80 -000; 026- 1068 -90 -000; 026- 1066 -80 -000. 026 - 1066 -90 -000 S233 McKay Ave., P.O. Box 399
Spring Valley, WI 54767
Together with all appurtenant rights, title and interests. See above
Parcel Identification Number (PIN)
This is not homestead property
(is) (is not)
Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except:
easements, restrictions and rights of way of record
Dated this 15th day of October 20 0 3 . 20
* L. Lawrence Williams * Vir is R. Williams
*
AUTHENTICATION ACKNOWLEDGMENT
Sienature(s) L. Lawrence Williams and STATE OF WISCONSIN )
Vir2ina R. Williams ) ss.
County )
authenticated this 15th da f October , 2003
— - Personally came before me this day of
2003 the above named
* ob rt J. Richardson
TI LE: MEMBER STATE BAR OF WISCONSIN
(If not, to me known to be the verson(s) who executed the foregoing
authorized by 5706.06, Wis. Stats.) instrument and acknowledged the same.
THIS INSTRUMENT WAS DRAFTED BY
ROBERT J. RICHARDSON, Bakke Norman, SC
SPRING VALLEY, WI 54767 Notary Public, State of
(Signatures may be authenticated or acknowledged. Both are not necessary.) My Commission is permanent. (If not, state expiration date: )
* Names of persons signing in any capacity must be typed or printed below their signature. INFO- PRO ( 800) 655 -2021 www.infoproforms.conSTATE BAR OF WISCO
WARRANTY DEED FORM No. 1 - 2000
North 114 Corner
Section 23 -30 -18
(found survey nail)
UNPLATTED :z: 1
LANDS ti v
1027.17 ::k
282.66' 199.03'
W
� N v
�O.
W
LOT 2 00
�s m LOT 1
78, 988 sq. ft. c
1.81 acres , 934 sq. ft.
1.63 acres M �°
W -c
00 o
� Z
Joint
® Driveway — 33' JJ
• Eosemento
.•• 2238' � r - -0
• Co g-- X176.43'
N89'49'25"E 198.81' _0
--- s co
199.13'
tK S89'49'25 "W
iveway G '
ement
VSO G ' 80' Temporary
Cul —De -Sac Easement N
to to be extinguished
. . . ...... .
u pon road extension I
I
LOT SO
3 U w
72,020 sq. ft. N
.' ao 1.65 acres
N 0 0 00 CV S76 2 7 n
0
2
01
O 0 N s E
o • ►n t • 0 3�g
z .' cn
I N
/ LOT 29 0
67, 263 sq. ft.
M / Ak- 1.54 acres
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Mailing Address _ I Z y�T l JeZxj f�iGf�lhlM/ I,cJZ S�f
1
property Address 3 61 4A A
(Ve rification required from Planning Department for new co ction) �Q
City/State tJ ew '/s4 yh ifh d Parcel Identification Number , /O
j EGAL DESCRIPTION P7;f-
Property Location 6 � ' /a, '/4, Sec. Z 3 . T _ 20 d N -R $ W, Town of tG�l m a #J .
Subdivision �1� f �ad0� Lot #
Certified Survey Map # , Volume . Page #
Warranty Deed # 7 `(q 30 2 , Volume 2 3 Page # �O 3
Spec house yes ❑ no Lot lines identifiable P(yes ❑ no
M MAINTENANCE
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.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
masw 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.
Uwe, 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 your ur septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days o f t three year expiration date.
A �
SIGNATURE OF APPLICANT DATE
oVnag CERTIFICATION
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 desmW above, by virtue of a warranty deed recorded in Register of Deeds Office.
SIGNATURE OF APPLIC DATE
* « « « ««
s «s «s« Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department-
a« Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed