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- Parcel # : 038 -1 007 -70 -000 09/14/20P 1 P
AGE : 1
Alt. Parcel #: 2.31.18.22D 038 - TOWN OF STAR PRAIRIE
Current X] ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner
JOHN C & MARY L HAYES O - HAYES, JOHN C & MARY L
1236 S CEDAR DR
NEW RICHMOND WI 54017
Districts: SC = School SP = Special Property Address(es): " = Primary
Type Dist # Description " 1236 S CEDAR DR
SC 3962 NEW RICHMOND
SP 1700 WITC
SP 8055 CEDAR LAKEIN R
Legal Description: Acres: 2.230 Plat: N/A -NOT AVAILABLE
SEC 2 T31 N T OF NE SW 2.23AC LOTS Block/Condo Bldg:
1& 2 0 M 5/12 LSO LOT 4 OF CSM
5/1236 Tract(s): (Sec- Twn -Rng 401/4 1601/4)
o �?j 02- 31N -18W
CS
Notes: Parcel History:
Date Doc # Vol /Page Type
07/23/1997 919/282
07/23/1997 48 L O a O
07/23/1997 lg� (a 735/5 � /1ST
2005 SUMMARY Bill M Fair Market Value: se 6 With: �(aI
!0_/1
Valuations Last Changed: 10/12/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 0.000 168,900 142,400 311,300 NO
Totals for 2005:
General Property 0.000 168,900 142,400 311,300
Woodland 0.000 0 0
Totals for 2004:
General Property 0.000 168,900 142,400 311,300
Woodland 0.000 0 0
Lottery Credit Claim Count: 0 Certification Date: Batch #:
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
wsconsin Departmem of Commerce PRIVATE SEWAGE SYSTEM Count
Safety and e ulldlrlgs Division INSPECTION REPORT S Croix
S
I NFORMATION ATTACH TO PERMIT)
anitary Permit No.:
GENERAL 383898
Personal Information you provice may be used for seoondary purposes [Privacy Law, s.15.04 (1)(m)).
Permit HpIde 's Name: ❑City a Village Town o : State Plan ID No.:
ayes, J a ck Richmond Township Olt V3 = r W4
CST BM Elev. Insp. BM Elev.: BM Description: Parcel Tax No.:
( Co. , I ad _ a , : ` 261- 1211 -10 -000
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic �P�I C s Z ( Benchmark 2- D2, 1013 . cZ
Dosing
It. BM
Aeration Id �O qp,�
Holding St/ Ht Inlet
7 SETBACK INFORMATION St/ Ht Outlet S - 6 Z �( 1
TANKTO P/L WELL BLDG. vent to ROAD Dt Inlet
Air Intake
Septic I f NA Dt Bottom
Dosing NA Header / Man.
r
Aeration NA Dist. Pipe O 6 9 S, v2
Holding Bot. System �3.
, r
PUMP/ SIPHON INFORMATION Final Grade C�, e.►
Mbq Demand
over
Mode umber GPM
TDH Friction System TDH Ft
Forc main Length ia. H ead Dwell
SOIL ABSORPTION SYSTEM((,,
RED ENC Width 3I r Le3gth I No O Trenches PIT No. Pits Inside Dia. Liquid Depth
[ N I DIM NSION
LEACHING Manu a ur r:
SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM CHAMBER �
INFORMATION Type O s + " 4- OR UNIT Mr a N um er:
System: C ~h
DISTRIBUTION SYSTEM
Header / Mani o d Distribution Pipe x Hole Size x Hole Spacing I Vent To Air Intake
a. Length 40
Dia Spacing r f
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched
Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes (I No ❑Yes [I No
In ;
ection #1: / / O s ection #2: —
COMMENTS: (Include code discrepancies, persons present, p
Location: 156E 1st Street, New Richmond, WI 54017 (SW 1/4 SW 1/4 24 T31N R18W) - 925001100 -Lot
1
1.) Alt BM Description = Nl
2.) Bldg sewer length= IS. 01 << �[
- amount of cover= 1
Plan revision required? ❑ Yes No
Use other side for additional information.
SBD -6710 (R.3197)
Date Inspector's Signature Cert No
m ��---�-
/ � 1
T
383
unary Permit Application SM I B uild ings Di vi sion
In accord with Comm 83.21, Wis. Ad= Code 201 W. Washiegm Ave.
See reverse side for inahuctions for oo lication PO Box 73M
s7n
t�oart+neati of 0��
Personal infoaeion you provide ma gp,pmPa�a l�ds�dison. WI 93707-7302
[privacy Law, 01 VI)) 4 }' (Submit CompW@4 $Np to o xUq if im
State owned.)
COM p SO C not Was an X es in Sim
.
t'ma a - ears tali Ia orepation final
FARE Ifte
51 " /
0*10 Mob* MOM Lot Non*w
�.VrE- 114- S TJN, "A
CRY p UOM Phonal*dNAwl a Or
U. Type QFBMU4hW one)
0 1 or 2 Pow* nwallittg - No. of Bedrooms : / T OD r 9 a,�i�✓ � P M �1/8 f l G Village, (delift use);_ d .i� Towo of
0 SIWQwned
Newestmad
M eal Tax j4MM M%. ' F
e only
n on* b00C oA l ine A . Mck 0 on line 1 a iCa 0
A ) 1.7wNew Z. URVMGOAUM 3 laReplawnentof 4. S. oa ie
S S Tank Ott v S
0 A Sael Parmk was issue t um n
• Of FO BYSOOM.- (Cbeek all that apply)
p lnWouad C3 MOund Cl SOW Filter C Consttuoted Wetland
O AagnAda C3 Holding Tank C single Pass D Drip Line
O Aerobic Treatment Unit C3 Recirculating O Other.
V. rmtment M ntorst M.:
1. OMP NOW 2. DIMMd AM Orsal ubad a erco on ymm MOVOW
�� Psbposed Rate (OldsAay /aq. R) (Min. /inoh) B1evMioe
'° in Man ProW si
Ia[oraatlOn f3aROM Gallons Tanks Cost. Con. glass
Tanks Tanks Greta ctrudad
dte undow taeueee MM2lWbllity !br installation of the PO WTS shown on the attached plans.
Was) re ps ' I ness
—� cLuru
nabort WV4% coy, a —J
UL Voulymapann"t use only
i Old
OV_Ap pproved O Ow p Gawp lndtial Advam S
Dssstmittalon �� � � �
Boas r proval:
fkLl w�ufi4 w.a � CLdV Px C,s6AXe-
vwui4— L4—
SBO.6396 (R. 07 /00)
LOT PLAN
paves ADDRESS 1236 S. Cedar Drive New Richmond Wi 54017
SW 1 /4S 24 /T 18 W CITY New Richmond COUNTY ST. CROIX
S B ird 226900 RS Shaun B' 4/30/01
DATE GPD 77
:''CONVENTIONAL X0C IN -GR PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE fte ZcQ I LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE 1.2 ABSORPTION AREA 103 # of chambers 6
BENCHMARK V.R.P. Top of electrical box ASSUME ELEVATION 100' Filte Zabel A -100
❑ BOREHOLE O WELL •H.R.P. Same as Benchmark
Vent
SYSTEM ELEVATION 94.3
12" Sidewinder High
=over Capacity Leaching Plans Designed Using
Chamber Conventional Powts
16' Manual Version 2.0
Long Alt. BM Base of Electic Box @ 97.9'
34" Grade at System Elevation S.
1 1.11V Black Top Road
COMME CE
AND BUI 40
Site has no
slope, pe, thus no
contour lines
20, L 14 can be
a V enern established
jrl,.1 •u •~ice r..��.J = Mo
' st p P` q to me moss ply
_
�� b,r,� s'fJ re�u}re a �' ttisG9 ���' far oa `► 20,
p a�
O k tl�a submitte and 899M
ust be VU - 4
p, IIHR
Pro AirPlane yiew
5 ,
Hanger 1 floor
drain and 2 25'
employees 60' 1 -3' X 39' Cell
Total GPD 77
Floor Drain is to
serve bathroom only 25' o
No motor oils, gasoline, degreasers,
or other toxic chemicals are to be Vent o
put into floor drain, no catch basin 25' B.M. , 4
3 -
is to be attached to system L .8
B�
M.
20'
To 200th Ave
1011 -
Black Top Road 40'
I
Safety and Buildings
10541 N RANCH ROAD
HAYWARD WI 54843
TDD #: (608) 264 -8777
N visconsin www.wisconsin.gov
.wis c ons
.wisonsin.gov
Department of Commerce
Scott McCallum, Governor
Brenda J. Blanchard, Secretary
May 21, 2001
CUST ID No.226900 ATTN: POWTS Inspector
ZONING OFFICE
SHAUN R BIRD ST CROIX COUNTY SPIA b
1008 192 ND AVE 1101 CARMICHAEL RD
NEW RICHMOND WI 54017 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 05/21/2003 Identification Numbers
Transaction ID No. 641483
SITE: Site ID No. 629552
SITE ID: 629552, JACK HAYES AIRPLANE HANGAR Please refer to both identification numbers,
ST CROIX COUNTY, CITY OF NEW RICHMOND; 200TH above, in all correspondence with the agenc
AVE
SWIA, SW1 /4, S24, T3 IN, RI 8W
FOR: NEW NON PRESSURIZED IN- GROUND SYSTEM, 77 GPD
OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 791890
This approval is for a non pressurized in- ground system to serve an airport hangar with 2 employees and 1 floor drain. The
floor drain serves only the toilet room.
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes Go n d i.ti o
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. Ap P R(
The following conditions shall be met during construction or installation and prior to occupancy or use: DE p MENT Of
D I - SAFETY
General Approval Conditions: may _�
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
Pressurized In- Ground System Manual, SBD- 10705 -P (N.01 /01) ". ,. SEE CORRE5
• 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. In addition,
the owner must insure that the operation, maintenance and monitoring duties as described in the "Non
Pressurized In- Ground System Manual" are complied with. A copy of this information must be given to the
owner upon completion of the project.
• 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 maintenance plan for this system must be given to the owner of the POWTS.
Site Specific Conditions:
• This approval does not include plans for the general plumbing systems or sewer piping leading to the
septic/holding tank that may be required for this project. See section COMM 82.20, Wis. Adm. Code, to
determine if plan submittal and approval is required.
• Surface water drainage shall be diverted away from the system area.
• Maintain well and waterline set backs per COMM 83.43(8)(i).
SHAUN R BIRD Page 2 5/21/01
• The designer proposes to install an outlet filter to achieve the requirement of wastewater particle size.
Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic
tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations.
• The management plan / users manual must information regarding the quality and quantity of wastewater
discharged to the system. This system is designed for wastewater strength with monthly averages of less than or
equal to 30 mg/L of fats, oils and grease, 220 mg/L of biochemical oxygen demand and 150 mg/L total
suspended solids.
• The maintenance plan must be expanded to include maintenance of the soil absorption cell (i.e. what activities
may or may not take place on and around the non pressurized in -ground system system, i.e. traffic, plantings,
etc).
• The gravelless system components must be installed in accordance with the manufacturer's printed instructions,
the plan approval, and COMM 83 system sizing criteria. If there is a conflict between the manufacturer's
instructions and the plan approval, the plan approval and code requirements will take precedence.
• Each trench shall be long enough and wide enough to accommodate 6 High Capacity Sidewinder Infiltrators.
• The changes made to this plan on 5/21/01 by this reviewer were acknowledge and approved by the system
designer.
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. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation.
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 corresponde= may be made to me at the telephone number listed below, or at the address
on this letterhead.
Sincerely, DATE RECEIVED 05/02/2001
�—� FEE REQUIRED $ 175.00
FEE RECEIVED $ 175.00
ATRICIA L SHA BALANCE DUE $ 0.00
POWTS PLAN REVIEWER, INTEGRATED SERVICES
(715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM
PSHANDORF @COMMERCE. STATE. WI.US WiSMART; code: 7633
cc: JACK HAYES
JERRY R RODENBERG
LOT PLAN
PROJrT Jack Haves ADDRESS 1236 S. Cedar Drive New Richmond Wi 54017
SW 1/4 SW 1/4 24 /T 18 W CITY New Richmond COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 4/30/01 GPD 77
CONVENTIONAL XXX IN-GRQ PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 840 -z—w I LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE 1.2 ABSORPTION AREA 103 # of chambers 6
BENCHMARK V.R.P. Top of electrical box ASSUME ELEVATION 100' Filte Zabel A -100
❑ BOREHOLE O WELL IH.R.P. Same as Benchmark
Grade at System Elevation
SYSTEM ELEVATION 94.3
jL— Sidewinder High
Capacity Leaching Plans Designed Using
Chamber Conventional Powts
Manual Version 2.0
Alt. BM Base of Electic Box @ 97.9'
34
Black Top Road
Ail
COMMA CE
AND Bul 40'
t ' �f Site has no
PO contour slope, thus no
contour lines
can be
20' 41' ene established
0 0`« ^.c• �eT �,� „ � t use rn seoP�
"PI' �` e4u red 10' roY 1no°� ° „� 20'
r” „St be 582WAC, I , w2e_ l ent
Pro AirPlane ) 5
Hanger 1 floor
drain and 2 60 , 25'
employees 1 -3' X 39' Cell
B -2
Total GPD 77
Floor Drain is to
serve bathroom only 25' �o
No motor oils, gasoline, degreasers, Vent o
or other toxic chemicals are to be
put into floor drain, no catch basin 25' B.M. •14
is to be attached to system B -3 Alt
�- � .M.
20'
To 200th Ave
Black Top Road 40'
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. Owner will not discharge motors oils, degreasers, gasoline, or other toxic chemicals into
floor drain or system.
Contingency Plan
1. If system fails, determine cause of failure, use alternate area and install new system or
install system at a lower elevation.
2. Replace any other failing components as needed.
Plumber: Shaun Bird 715 - 246 -4516
Pumper: Chuck Nutzmann 715 - 248 -3735
St. Croix County Zoning 715 386 - 4680
Shaun Bird #2 6900
4/30/01
f
Wisconsin Department of Commerce SOIL -1 VALUATION REPORT Page of
Divisiorrof Safety and Buildings r ,° %;
in accordance v ith Comm 85, Wis. Adm. 600e
ry
t Coun r'
Attach complete site plan on paper not less than 8 1/ 1 x , 1`t.nche f � must D I �
include, but not limited to: vertical and horizontal ref enb � point ( rldir .- nand Parcel I.D.
percent slope, scale or dimensions, north arrow, an IQcation and distance to nearest road'+
Please print all info r_7: "on.1Q4 iewed by Date
1
Personal information you provide may be used for seconda pujoses (Pri vy 15.04 (1)R(m)T:
Property Owner,- rt °�' ZONING rV1, ion
J 1/4 S (ail /4 S T 3 N R 1 E (or(W)
Property Owner's Mailing Address hof Block # Subd. Name or CSM#
City State Zip Code Phone Number jja�3ity ❑ Village Town Nearest Road
e 2 i C A o C OOveti Al
New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate 7 GPD
❑ Replacement Public or commercial - Describe: "F r ° °r 0 rcu-n, c�,? e m ho /o L z"
Parent material _ 1 r 1/ v Flood Plain elevation if applicable L} ft.
General comments
and recommendations: S 4e e v
I T, Boring #
E] 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 /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Jr
w+ °t Y. 3
� .2 3,2
Boring # Boring (y
Pit Ground surface elev. 7 ?. 3 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. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
—, Z
* Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L
CST Na a (Please Print gnature� CST Number
s � - a
Address Date Evaluation Conducted Telephone Number
Dab o) 21� o z - f%r4
SBD -8330 (R07 /00)
l
f �
v
Property Owner Parcel ID # Page of
[-31 ❑
Boring # Boring 3
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 /ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
3
3(,
❑ Boring #
❑ 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 /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
El pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz
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 < 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)
Soil Test Plot Pla
Project Name Jack Hayes S rd
Address 1236 S. Cedar Drive
New Richmond Wi 54017 226900
Lot 1 Subdivision Row 12 Date 4/30/01
SW 1/4 SW 1/4S 24 T 31 N/R 1 8 W City New Richmond
R Boring 0 Well PL Property Line -,--County ST. CROIX
BM or VRP
Assume Elevation 100 ft. Top of Electrical Box
System Elevation 94.3 *HRP Same as Benchmark
Alt. BM ✓Base of Electic Box @ 97.9'
Black Top Road
40'
Site has 0%
20' 45' slope, thus no
true contour
System is lines can be
oversized, due to 20 established
g small size the
manual requires. 15' B -1
Pro AirPlane
Hanger 1 floor
drain and 2 60' 25'
employees
Total GPD 77 B
Floor Drain is to
serve bathroom only 25 , o
No motor oils, gasoline, degreasers, Q,
or other toxic chemicals are to be * °
put into floor drain, no catch basin 25' B.M.
is to be attached to system B -3 Alt
A -
M.
20'
To 200th Ave 4
Black Top Road 40'
ST CROIX COUNTY
SEPTIC'TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
t
Owner/Buyer ,
Mailing Address
Property Address
(Verification required from Planning Department for now construction)
City /State Parcel Identification Number
LEGAL DESCRIPTION
C
Property Location %,, Sec. T N -R W, , I of
Subdivision e j Z- fit, r t3tyt fcv�-� Lot #
Certified Survey Map # - , Volume Page #
Warranty Deed # Volume Page
Spec house #
1:1 ye o t lines identifiabl • El -� � Y es
SYSTEM MAINTENAN-CF,
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 tame 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, restrictedplumber or a licensed pumper verifying that (1) the ou -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 ent of Natural Resources State of Wisconsin. Certification
Departs a on
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
day f the three expiration date.
3
SI A 6F APP 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 owner(s) of
th roperty de above, by virtue of a warranty deed recorded in Register of Deeds Office.
`"/0- -r°
( 14A - ffW " OF AP ICANT DATE
* * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * **
«* Include with 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 ,/'
HANGAR AREA LEASE
THIS AGREEMENT, made and entered into on the date indicated below by and
between the City of New Richmond, State of Wisconsin, a municipal corporation,
hereinafter called the Lessor, and John Hayes, hereinafter called the Lessee.
WITNESSETH:
WHEREAS, the Lessor owns and operates an airport known as the New
Richmond Municipal Airport and said Lessee is desirous of leasing from the Lessor a
certain parcel of land on the said airport, hereinafter more fully described, for the purpose
of: aircraft storage
WHEREAS, the Lessee will use the below described property for the purpose of
storing aircraft and shall conduct only such aircraft maintenance on its own aircraft as
performed by the Lessee or by regular employees of the Lessee.
NOW, THEREFORE, for and in consideration of the rental charges, covenants,
and agreements herein contained, the Lessee does hereby hire, take and lease from the
Lessor and the Lessor does hereby grant, demise, and lease unto the Lessee the following
premised, rights, and easements on and to the airport upon the following terms and
conditions:
1. Property Description Lot 1, Row 12 of the Airport Layout Plan - New
Richmond Municipal Airport. Leased Property equals 7912 square feet
2. Hangar Construction The Lessee shall have the right to erect, maintain and
alter buildings or structures upon said premises providing such buildings or structures
conform to the applicable requirements of the Wisconsin Department of Industry, Labor
& Human Relations and pertinent provisions of any local ordinances in effect. All plans
for such buildings or structures shall be reviewed and approved in writing by the Lessor
prior to construction.
3. Terms The term of this lease shall be for a maximum of ten (10) years
commencing on July 1, 2000 and ending on June 30, 2010.
Y
COP
4. Rent The Lessee agrees to pay to the Lessor for the use of the premises,
rights, and easements herein described, a yearly rental of ten (10) cents per square foot for
the land leased, for a total annual charge of $791.20, payable on July 1 annually. It is
understood and agreed that the rental rate herein specified shall be subject to re-
examination and readjustment at the end of each three year period of this lease, provided
that any readjustment of said present rates, or as same may be amended hereafter, shall be
reasonable.
5. Non - Exclusive Use The Lessee shall have the right to the non - exclusive use,
in common with others, of the airport parking areas, appurtenances and improvements
thereon; the right to install, operate, maintain and store, subject to the approval of the
Lessor in the interests of safety and convenience of all concerned, all equipment
necessary for the safe hangaring of the Lessee's aircraft, the right of ingress to and egress
from the demised premises, which right shall extend to the Lessee's employees, guests,
and patrons; the right, in common with others authorized to do so, to use common areas
of the airport, including runways, taxiways, aprons, roadways, and other conveniences for
the take -off, flying and landing of aircraft.
6. Laws and Regulations The Lessee agrees to observe and obey during the term
of this lease all laws, ordinances, rules and regulations promulgated and enforced by the
Lessor, and by other proper authority having jurisdiction over the conduct of operations at
the airport.
7. Hold Harmless The Lessee agrees to hold the Lessor free and harmless from
loss from each and every claim and demand of whatever nature made upon the behalf of
or by any person or persons for any wrongful act or omission on the part of the Lessee,
his agents or employees, and from all loss or damages by reason of such acts or
omissions.
8. Insurance The Lessee agrees that he will deposit with the Lessor a policy of
comprehensive liability insurance upon 90 days written notice from the Lessor.
9. Maintenance of Premises The Lessee shall maintain the structures occupied
by him and the surrounding land premises in good order and make repairs as necessary.
No outside storage shall be permitted except with the written approval of the Airport
Commission. In the event of fire or any other casualty to structures owned by the Lessee,
the Lessee shall either repair or replace the leased area to its original condition; such
action must be accomplished within 120 days of the date the damage occurred. Upon
petition by the Lessee, the Lessor may grant an extension of time if it appears such
extension is warranted.
10. Ri ht to Inspect The Lessor reserves the right to enter upon the premises at
any reasonable time for the purpose of making any inspection it may deem expedient to
the proper enforcement of any of the covenants or conditions of this agreement.
V 2
J
�►
IN WITNESS WHEREOF, the parties have hereunto set their hands and seals this
Z. 1 C - " day of I�a� m � Z-CcC in the City of New Richmond,
St. Croix County, Wisconsin.
LESSOR:
Airport Manager, Mike D ng
LESSEE:
0 John Hayes
Subscribed and sworn to before me
this day of 19
Notary
My Commission Expires:
5
Safety and Buildings
10541 N RANCH ROAD
HAYWARD WI 54843
TDD #: (608) 264 -8777
N visconsin www.
w ww.commerce.s tate.y A. us/sb
(� '� wisconin.gov
Department of Commerce
4)0�R } Scott McCallum, Governor
Brenda J. Blanchard, Secretary
R '
May 21, 2001 c ;> �
CUST ID No.226900 _ ATTN: POW'TS Inspector
ZONING OFFICE
SHAUN R BIRD ST CROIX COUNTY SPIA
1008 192 ND AVE 1101 CARMICHAEL RD
NEW RICHMOND WI 54017 HUDSON WI 54016
CONDITIONAL APPROVAL
Identification Numbers
PLAN APPROVAL EXPIRES: 05/21/2003
Transaction ID No. 641483
SITE: Site ID No. 629552
SITE ID: 629552, JACK HAYES AIRPLANE HANGAR Please refer to both identification numbers,
ST CROIX COUNTY, CITY OF NEW RICHMOND; 200TH above, in all correspondence with the agency.
AVE
SW1A, SW 1/4, S24, T31N, R18W
FOR: NEW NON PRESSURIZED IN- GROUND SYSTEM, 77 GPD
OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 791890
This approval is for a non pressurized in- ground system to serve an airport hangar with 2 employees and 1 floor drain. The
floor drain serves only the toilet room.
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.
The following conditions shall be met during construction or installation and prior to occupancy or use:
General Approval Conditions:
• This system is to be constructed and located in accordance with the enclosed approved plans and with the "Non
Pressurized In- Ground System Manual, SBD- 10705 -P (N.01 101) ".
• 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. In addition,
the owner must insure that the operation, maintenance and monitoring duties as described in the "Non
Pressurized In- Ground System Manual" are complied with. A copy of this information must be given to the
owner upon completion of the project.
• 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 maintenance plan for this system must be given to the owner of the POWTS.
Site Specific Conditions:
• This approval does not include plans for the general plumbing systems or sewer piping leading to the
septic/holding tank that may be required for this project. See section COMM 82.20, Wis. Adm. Code, to
determine if plan submittal and approval is required.
• Surface water drainage shall be diverted away from the system area.
• Maintain well and waterline set backs per COMM 83.43(8)(i).
• • SHAUN R BIRD Page 2 5/21/01
• The designer proposes to install an outlet filter to achieve the requirement of wastewater particle size.
Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic
tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations.
• The management plan / users manual must information regarding the quality and quantity of wastewater
discharged to the system. This system is designed for wastewater strength with monthly averages of less than or
equal to 30 mg/L of fats, oils and grease, 220 mg/L of biochemical oxygen demand and 150 mg/L total
suspended solids.
• The maintenance plan must be expanded to include maintenance of the soil absorption cell (i.e. what activities
may or may not take place on and around the non pressurized in- ground system system, i.e. traffic, plantings,
etc).
• The gravelless system components must be installed in accordance with the manufacturer's printed instructions,
the plan approval, and COMM 83 system sizing criteria. If there is a conflict between the manufacturer's
instructions and the plan approval, the plan approval and code requirements will take precedence.
• Each trench shall be long enough and wide enough to accommodate 6 High Capacity Sidewinder Infiltrators.
• The changes made to this plan on 5/21/01 by this reviewer were acknowledge and approved by the system
designer.
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. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation.
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.
Sincerely,_, DATE RECEIVED 05/02/2001
FEE REQUIRED $ 175.00
F FEE RECEIVED $ 175.00
PATRICIA L S ORF f BALANCE DUE $ 0.00
POWTS PLAN REVIEWER, INTEGRATED SERVICES
(715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM
PSHANDORF @COMMERCE.STATE.WI.US WiSMART code: 7633
cc: JACK HAYES
JERRY R RODENBERG