HomeMy WebLinkAbout261-7000-13-001 (2) Wisconsin De.%artment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No'.
430366 0 i
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: X City Village Township Parcel Tax No:
Svennin sen, Gary I City of New Richmond 261- 7000 -13 -001
CST BM Elev: Insp. BM Elev: BM escri ion: Section /Town /Range /Map No
FS /270.00 "t "" �°"' S , �(� 24.31.18.
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic 11,Sc Benchmark
Dosing `1 S � Alt. BM t
Aeration Bldg. Sewer �7• �. ! 5
Holding St/Ht Inlet
) St/ t Outlet 3 '�
TANK SETBAC FORMATION Vcvusznc __�\` _ 97,0 s
TANK TO P/L WELL BLD Vent to Air ritake W Dtplet
Septic nw ' Dt ttom
L
Dosing Header /Man.
Aeration a _ �z, P v� /D,ct 9 13 ,7S'
Holding Bot. System
Final Grade
PUMP /SIPHON INFORMATION
Manufacturer Demand St Cover
Model Num ber," - ,
TDH Lift F ' moss System Head TDH Ft
For ain Length Dia. ist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO I P/L BLDG IWELL LAKE /STREAM LEACHING Manufacturer: r
INFORMATION Type Of System: CHAMBER OR &'L-
/ l � ' e -- UNIT
0.11 T � •.,., CD� Cha ti Model Number:
DISTRIBUTION SYSTEM V k.,e =+ I c�
Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air nta e
Pipe(s) --._..._..__._.. +.� r > /Q
Lengt Dia Length Dia Spacing � --
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over Depth Over xx Depth of TxxSeeded/Sodded xx Mulched
Bed/Trench Center -� �� Bed/Trench Edg Topsoil
`. �— — Yes [1 No Yes „'j No
COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / ��t / Inspection #2: /
Location: New Richmond, W! 54017 SW 1/4 SW 114 24 T31N R18W) New Richmond Airport Lot 13 -03 Parcel No: 24.31.18.
4r r4G C v. 2 4 b-t (d+✓1a1 1.- h , t.c� �-- -} /�p✓r"� l� �' "
1.) Alt BM Description
2.) Bldg sewer length = ,Qj' v •" �'�n K �'G Isc�
- amount of cover = 7
Plan revision Required? Yes No
se other side for additional informatibn.�
-6710 (R.3/97) Date insepctor s Signature Cert. No.
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Safety and Buildings Division Cormty�� • (� � �
201 W. Washington Ave., P.O. Box 71(2
Vi Madison, WI 53707 - 7162 Sanitary Permit Number (to be tilled inky Co.)
(608) 266.3151 t'3o 3(0(0
De artment of Commeroe
• to Plan I . N mb rVV 4� S
Sanitary Permit Application o s
in accord with Comm 83,2 1. Vrm Adm. Code. personal information you provide b l/ itl►��r
moy be used for secondary Purposes Privacy 13W, s1S. 1 m feet s (if OitTrran than mailiti , address)
1. Application Information - Please Print All information
property owner'sNanie , 1.5 2003 Pa el fl Lot itloelt
PropertOwne Mail' n Ada ST. CRUIX CUUN I y Pro etty Lacati
pJ /
ZONING OFFICE �. Section
city, State Zip Code Phone Plumber
Z rc' w
N;
U. Type of Building (check dl that apply) "
Subdivision Name CSM ` umber
❑ 1 or 2 Family Dwelling - Number of Bedrooms _ n
lie/Cornmereial - Describe U5e7- e F ' c `�
❑ State owned - Describe Use city ❑vii ppt;
M. Type of Permit: (Check onl one box on line A. Complete line B If applicable)
A. System ❑ Repiacemo system ❑ Iteatmenl/kiulding Tank Wacemew C m y ❑ Other Modification to Existing Systsi i
11. ❑ Permit Renewal 11 Pmuit Revision ❑ Change of ❑ Permit Transfer to New Lilt Previous Permit Number and Date ).Sued
Before Expiration Plumber owner
XV-Type of POWTS S rem: Check all that
- Presatui..d (n- Grourol Mound >_ 24 in. of suitable Roil ❑ Mound < 24 in, of suitable , oil ❑ At- Gracie ❑ Single Pas! Sand Filter ❑
Constructed Wetland ❑ Pressurized Ad ❑ Holding Tank ❑ Peat rihcr ❑ Aerobic Treatment unit 11 Recirculating Sand Fitter ❑
Recirculating Synthetic Media Fil,, hing Chamber ❑ Drip Line ❑ Gravel - lac Pipe ❑ Other (ex lain
V. DUPersaitfreatment Area Information:
Design Flow (gpd) Design Soil Application Rate(gpdsl) Di sp Area Required (it) Disp =I Area Proposed (s� Glevati f
VI. Tank Info Capaaityin Total Numb Manufacturer Prefab Site Steel Fib: Plastic
Gallonn Gallons of Units Concrete Constructed Glar.
Naar I &;9;j
-
Tank* Tanks
Sepria ar Holding Tack �
Aerobic 7aestmenrUrut
- Dosing Clamber
VTT. Responsibility Statement L the andersigne e responsibility for itstalladou of the POWTS shown on the attached plats.
Plumber's Name (Print) Plumber's n MP/M1rRS Numb* r susioeas Phone Number
Plumber's Address (Street, city, State,
VUL Conn /D a nt Use Onl
proved O Disapproved Sanitary Permit Fee Oncludes Groundwater Date Issued Issui Agent Sfgria _ No Stamps)
Surcharge Fee) n r- D- Z
❑ Owner Given Rca9at for Denial �G �(� � W� -
IX Conditions of ApprovaliPUAsons for Disapproval 3� t �1 04zw ( feC�
SYSTEM OWNER: V t
1 Septic tank, effluent filter and
dispersal cell must all be serviced / maintained .` qq v ` ,A
as per management plan provided by plumber. 1'� D �- 0 r Pmt C 5
2. All setback requir4 ments must be maintained .R„ �AAPK4- .cf&e xc�a4t " car, 41%S
as per applicable code /ordinances. dmf—
Attack Complete plans (in the Caonly only) rot 111 inches in six!
SBD -6398 (R. 01/03)
PLOT PLAN
:Gary Svenninasen ADDRESS 1432 176th Ave New Richmond Wi 54017
1/4 SW 1/4S 24 /T 31 N/R 18 w City New Richmond COUNTY ST. CROIX
Y
/CONVENTIONAL RS Shaun Bird 226900 DATE 8/12/03 GPD n
X04C IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 261 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 186 # of chambers 6
IL BENCHMARK V.R.P. Bottom of hangor siding ASSUME ELEVATION 100' Filter Zabel A -100
❑ BOREHOLE O WELL *H. R. P Same as Benchmark
Vent SYSTEM ELEVATION 92.4'
J Standard Biodiffuser Plans Designed Using
Leaching Chamber Conventional Powts
with 31.1 ft2 of Area Manual Version 2.0
"
34" Grade at System Elevation
Weeks 261 gallon ST
Airport Rd
Area of slab /parking area F
a for
Lot Perimeter _� Pro Hangor with 2 * ure
employees and 1 floor B. B Hangor 11
Drain 77GPD
Entire parcel is leased from
p6-
the City of New Richmond,
property line setbacks need <.. ti:�_ -, �4. ' w°�.,
not apply. 2
,ws� j
No catch basin is
to discharge into Tested area does not have
th system! enough slope to establish
contours
Scale = 1 /4 11 = 10'
l
Safety and Buildings
10541 N RANCH ROAD
HAYWARD WI 54843
TD
#: (608) 264 -8777 erc
i www•comm . w isc o ns ov
www.wiscnsin.gov
Department of Commerce
Jim Doyle, Governor
Cory L. Nettles, Secretary
September 10, 2003
CUST ID No.226900 ATTN: POWTS Inspector
SHAUN R BIRD ZONING OFFICE
BIRD PLUMBING, INC ST CROIX COUNTY SPIA
1008 192 ND AVE 1101 CARMICHAEL RD
NEW RICHMOND WI 54017 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 09/10/2005 Identification Numbers
SITE: Transaction ID No. 904456
Gary Svenningsen Airplane Hangar Site ID No. 664306
Airport Rd Please refer to both identification numbers,
City of New Richmond, 54017 above, in all correspondence with the agency. ,
St Croix County
SWIA, SWIA, S24, T31N, R18W
FOR:
Description: Nonpressurized In- Ground 77 gpd.
Object Type: POWT System Regulated Object ID No.: 918679
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:
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
"Component Manual, SBD- 10705 -P (N. 01 /01) ". In the future identify the Component Manual used in
the design of all POWTS on the Index of your submittal.
• Comm 84.10, All materials used in this installation shall conform to the provisions of this chapter.
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.1
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 enance of the POWTS.
Sinc 1 Fee Required $ 175.00`
Fee Received $ 175.00"
/ Balance Due $ 0.00
Thomas E Devereaux
Plumbing / POWTS Reviewer II , Integrated Services
(715)634-3026, 7:15 am - 4:00 pm Mon. - Fri. WiSMARTr Codet,733 <
tevereaux @commerce.state.wi.us
cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544
r -
r P
Shaun Bird
Bird Plumbing Inc.
1008 192nd Ave
New Richmond Wi 54017
715- 246 -4516
Date: 8/12/03
Owner: Gary Svenningsen
Location: SW1 /4 SW1 /4 S24 T31 N,R18W New Richmond Airport Hangor 11 -9
System type: In- ground absorbtion system(conventional)
Manuals Used: In- ground absorbtion system (version 2.0)
Page#
1. Cover Page
2.Variance statement
3. Conventional System Plot Plan
4 -5. Maintanance and Contingency Plan
6 -9. Soil Test
Signature r'�•
License numb r 26900,E
jt
� 1�p1N S
of s
of pA
r
Bird Plumbing Inc.
1008 192nd Ave
New Richmond Wi 54017
715- 246 -4516
Shaun Bird #226900
8/12/03
RE: Petition for Variance
To Whom it may concern:
The tested area does not meet the current setbacks found in table 83.43 -1 in Comm
83. Currently the airplane hanger is built but no slab has been constructed. The septic is to
have a 3' setback from the building and the leaching chambers are to have a 6' setback.
For safety, the proposed slab in the hanger is to have added rebar in order with stand
potential settling around the tank and possible caving in when the tank is being dug, The
tank is to dug as shallow as the code allows, and the tank is as shallow as the code allows
and the shallowest septic available (40" inlet). Also, the building sewer is to be installed
between the footings, in order to prevent caving in of soil.
The septic tank and leaching chambers will not make the setback for a property line.
The cell is to have a 0' setback from the lot line and the septic tank is to have a 3' setback
from the lot line. This problem is satisfied because the parcel is being leased by Gary
Svenningsen and the City of New Richmond owns both parcels. Thus, lot line issues can
be avoided due to 1 owner.
Thank you
Shaun Bird #226900
PLOT PLAN
PROJEOT Gary Svenninasen ADDRESS 1432 176th Ave New Richmond Wi 54017
SW 1/4 SW 1/4s 24 /T 31 N/R 18 w City New Richmond COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 8/12/03 GPD 77
CONVENTIONAL XXX IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 261 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 186 # of chambers 6
IL BENCHMARK V.R.P. Bottom of hangor siding ASSUME ELEVATION 100' Filter Zabel A -100
❑ BOREHOLE O WELL *H.R.P. Same as Benchmark
SYSTEM ELEVATION 92.4'
Vent
>6„ !Grade ndard Biodiffuser Plans Designed Using
of Cover Lhing Chamber Conventional Powts
31.1 ft2 of Area Manual Version 2.0
6' Long 11 " 34" at System Elevation
Weeks 261 gallon ST
Airport Rd
Area of slab /parking area B-1
—14 Area for
Lot Perimeter Pro Hangor with 2 B M. z Future
.
employees and 1 floor B Han 9 or
Drain 77GPD
Entire parcel is leased from B
the City of New Richmond,
property line setbacks need
not apply.
AL
No catch basin is
to discharge into Tested area does not have
this system! enough slope to establish
contours
Scale = 1/4 = 10'
P age of
OWTS OWNER'S MANUAL & MANAGE1NEpA IONS
P SYSTEM SPEGIFi
TION Septic Tank Capacity c2 4 al ❑ NA
FILE WFORNIA r
owner V . �^' '' Septic Tank Manufacturer L?e .-' ❑ NA
Permit #. Effluent Fiiter Manufacturer ❑ NA
DESIGN PARAW =TERS A Effluent Filter Model ❑ �'
Number of Bedrooms NA p Tank Capacity ual NA
Number of Commercial Units al/da Pump Tank Manufacturer 4NA
Esfimated flow (average) Manufacturer J�
al/d Pump i A
Design flow (peak), (Estimated x 1.5) Pump Model
j NA
Soil Apprtcation Rate aU Pretreatment Unit
Monthly averaggee ` ❑ Peat Filter
Influent/Effluent Quality FOG) 530 mg1L
❑ Sand/Gr'avel Filter
Fats, Oi18� Grease ( C] Mechan Aeration ❑Wetland
GOD Q20 mg/L ❑ Disinfection C] Other
Biochemical Oxygen Demand ( )
Total Suspended Solids (TSS) 5150 m IL Manufacturer
—�1 A Monthly average Di persal Cells) (p ressurized )
Pretreated Effluent Quality /�� In -ground (gravity) C3 ound In-ground (p )
Oxygen Demand (BODs) 530 mg/L ❑ At -grade Cl Mound
Biochemical OzY9
Total Suspended Solids (TSS) 510' cf 530 mg /L 1L 00 ml ❑ Drip-line ❑Other_
Fecal Coliform (geometric mean)
Y inch diameter Values typical for domestic nm
estic (non- coerclaz)'rrastev+ratar and
Maximum Effluent Particle Size septic tank effluent values typical for pretreated ,wastewater.
MAINTENANCE SCHEDULE Service Frequency
Service Event ❑ months ears) (Maximum 3 yrs-)
At least once every y) of tank volume
Inspect condition of tank(s)
When combined sludge and scum equals one-third ' Maximum 3 yrs.)
Pump out contents of tank(s) � ❑ months �LYears)
At least once every
Inspect dispersal cell(s) O months ear(s)
At least once every
Clean effluent filter At least once every ❑ months pear(s)A
Inspect pump, Pump controls & alarm months
[3 years) A
At least once every p NA
Flush laterals and pressure test At least once every ❑ months ❑ year(s)
Other ❑ months C1 year(s) ❑ NA
At least once every
Other_
M AINTENANCE INSTRUCTIONS
carrying one of the following licenses or
Inspe POWfS Maintainer, Septage
Inspections of tanks a di s pe rsa
Master P umber Restricted Sewer pOWTS nspe to identify any missing or broken
certifications: Master Ma
Servicing Operator. Tank inspections must include a visual inspection f the tan
of � to check the effluent levels
an cracks or leaks, measure the volume of a ed ssly sg a ly nsc and to check for an t on
in the observation pipes and to check for any s
hardware, Identify y combin pect round surface. The dispersal cell() The ponding of effluen
or ponding of effluent on the g ponding of effluent on the ground surface• _ en t on th-
Po 9
round surface may indicate a failing conditton and requires the immediate notification) or more f the tank volume, the
g equals one -third (y,
e Servicing Operator and disposed of in accordance with ch. NR
When the combi f the tank shlall�beoremovved by a Sepmtag any tank eq
entire contents .
113, Wisconsin Administrative Code retreat ment components, and any
of 12 months or less shall be
The Serv icing of effluent filters, mechanical by a certified POWTS Maintainer_
cal or pressurized POWTS c omponents, p
other maintenance or monitoring at intervals o f co mpletion of any service event
A service report shall be provided to the local regulatory authority within 10 days
� for the presence
For new construction. prior to use s and/or damage the dispersal of painting products or other
START UP AND OPERATION ersal presence
if high concentrations are
of the POWTS check treatment tanks,
e the treatment proces rator prior to use_
chemicals that may impel removed by a septage servicing ope
detected have the contents of the tank(s)
Page of
r- shall no[ occur when soil conditions are frozen at the infiltrative surface.
System start up
power outages pump tanks may fill above normal 1-ighwater levels. When Power i restored the excess
During po cells in one large dose, overloading he cell(s) and may result in the
g
wastewater will be discharged to the dispersal 9 urn tank removed a
backup or surface discharge of effluent To apo po th contents
effluent pump orcon a Plumber or POWTS Maintainer to
Septage Servicing Operator prior - restoring
assist in manually operating the pump controls to restore normal levels within the pump tank
Do npt drive or park vehicles over tanks and dispersal cells. Do not drive or a rea .
over, or otherwise disturb or compact,
the area within 15 feet down slope of any mound or at -grade soil absorption
Reduction or elimination of the following from the wastewater stream may improve the performance and diapers; i a life
of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; ;
disinfectants; fat; foundation drain (sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat
scraps; medications; on; painting products; pesticides; sanitary napkins, tampons: and water softener brine.
ABANDONMMENT
When the POWTS falls and/or is permanently taken out of service the following steps shat[ be taken to Insure that the
system is properly and safety abandoned in compliance with ch. Comm 83.33,ns sea! Adminis trative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe ope ning.
The contents of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator-
s After pumping all tanks and pits shall be excavated and removed or their covers removed and the void space
filled with soil, gravel or another inert solid material.
I
CONTINGENCY PLAN
if the 'POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code
comp',liant replacement system:
4 A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil
absorption system. The replacement area should be protected from disturbance and compaction and should not
be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to
protect the replacement area will result in the need for a new soil and site evaluatio n table
tio to establish a sui table
replacement area_ Replacement systems must comply with the rules in effect at that time_
A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS
technology a holding tank . may be installed as a last resort to replace the failed POWTS_
The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and
site evaluation must be performed to locate a suitable replacement area_ If no replacement area is available a
m
holding tank may be installed as a last resort to replace the failed POWTS.
vo-mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at
the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time.
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN.
DO NTER A SEPTIC, PUMP RE NOT E RESCUE OF A PERSON O FROM THE iNTEERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. MAY
RESULT_ RESCUE
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name &_ ��./ j � Name a
��'LZ %1 r✓ s, 11 1
Phone Phone
SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY
Agency
Namei.�
L ,
Phone
��l Phone
Green Lake, Marquette and Waushara County Zoning and Sanitation agendes. This document meets
This dowment was drafted by the staffs of the
the minimum requirements of ch. Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Cade_ Use of this document does GWW (uo')
guarantee the performance nce of the POWTS.
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code , ,
County " - f 1
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
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.
Please print all information Reviewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
party
0 7 Cr (� - tj 2, Property Location
e ` t4 ! ri / Govt. Lot v Ij 1/4.5 �/4 S) XT T N R E (or
Property Owner's MailiQ , Address / Lot # Block # Subd. Name or CSM# / //
City State Zip Code Phone Number ity El Village E3 Town Nearest Road
/ e "L") .rsr / �S� �r i (l ) �! AJ �� 'P— i c-1,,
New Construction Use esidential / Number of bedrooms Code derived design flow rate �'' f GPD
❑ Replacement blic or commercial Describe: Ge --
Parent material Flood lain elevation if applicable {✓ 1
General comments
and recommendations:
e��
F I Ong # Boring `n yL /J
rr-��tt G
c pit Ground surface elev. l ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Et#1 - Eff#2
L� 1 Boring # Boring C �
Pit Ground surface elev. ft. Depth to limiting factor in. Soil �! /t /> 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
Effluent #1 = BOD > 30 < 220 nxl/L and TSS >30 1 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) — Signatur CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address y Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 – /'� �� 715- 246 -4516
Property Owner_ Parcel ID # Page of
F__-� Boring # E) Boring � —5-- j .1
Pit Ground surface elev.� ft. Depth to limiting factor / 6 ` 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
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
❑ Boring # ❑ Boring
El 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
Effluent #1 = BOD > 30 < 220 rrg/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 (8.6/00)
Soil Test Plot Plan
Protect Name Gary Svenningsen Sha ird
Address 1432 176th Ave
New Richmond Wi 54017 C #226900
Lot 13 -3 Subdivision N.R. Airport Date 8/12/03
SW 1/4 SW 1/4S 24 T 31 N /R18 W City New Richmond
R Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Hangor Siding
System Elevation 92.4' *HRPSame as Benchmark
Alt. BM Hangor Floor @ 100.0'
Airport Rd
Ar of s /pa rking area B-1
B.M. B Area for
Lot Perimeter _ 0 Pro Hangor with 2 Future
employees and 1 floor o B Hangor
Drain 77GPD
Alt. B.M. /
Entire parcel is leased from B the City of New Richmond,
property line setbacks need
not apply.
No catch basin is
to discharge into Tested area does not have
this system! enough slope to establish
contours
Scale = 1/4" = 10'
Safety and Buildings
•
10541N RANCH ROAD
HAYWARD WI 54843
TDD #: (608) 264 -8777
Nvisconsin www
www.commerc . w iscon s i n.gov
.wisconirt.gov
Department of Commerce
Jim Doyle, Governor
Cory L. Nettles, Secretary
September 10, 2003
CUST ID No.226900 ATTN.• POWTS Inspector
SHAUN R BIRD ZONING OFFICE
BIRD PLUMBING, INC ST CROIX COUNTY SPIA
1008 192 ND AVE 1101 CARMICHAEL RD
NEW RICHMOND WI 54017 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES• Identification Numbers
Transaction ID No. 904447
SITE: Site ID No. 664306
Gary Svenningsen Airplane Hangar Please'refer to both identification numbers,
Airport Rd above, in all correspondence with the agency.;
City of New Richmond, 54017
St Croix County
SWIA, SW1 /4, S24, T3 IN, RI 8W
FOR: Petition For Variance
Comm 83.43 -1 The State Code section being petitioned regulates setback requirements for POWTS components. Table -1
horizontal setback dimension from a building to the septic tank component is 5 feet and 10 feet to a dispersal component.
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:
• All of the petitioner's statements included on the variance application form, any other documents submitted to
the Department, and all conditions of approval, if any, listed below shall be carried out. This variance is
specific to the subject petition and cannot be used for any additional modifications.
• The designer states that these setback requirements can not be met in their entirety. The attached letter and site plan are
offered by the designer to establish equivalency.
• It is the opinion of this reviewer that the data submitted provides reasonable compliance to the provisions of Comm
83.43 -1 and that this petition be approved.
• Based on the precedent established by the previous petitions, this petition for variance is being processed as
permitted by Wisconsin Statute s. 101.02(6)(g), and Comm 3.
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.
I
SHAUN R BIRD Page 2 9/10/03
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
Sincer Fee Required $ 225.00
Fee Received $ 225.00
Balance Due $ 0.00
Thomas E Devereaux
Plumbing / POWTS Reviewer II, Integrated Services WiSMT bode ^763'
(715)634-3026, 7:15 am - 4:00 pm Mon. - Fri.
tevereaux @commerce.state.wi.us
cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544
Bird Plumbing Inc.
1008 192nd Ave
New Richmond Wi 54017
715- 246 -4516
Shaun Bird #226900
8/12/03
RE: Petition for Variance
To Whom it may concern:
The tested area does not meet the current setbacks found in table 83.43 -1 in Comm
83. Currently the airplane hanger is built but no slab has been constructed. The septic is to
have a 3' setback from the building and the leaching chambers are to have a 6' setback.
For safety, the proposed slab in the hanger is to have added rebar in order with stand
potential settling around the tank and possible caving in when the tank is being dug, The
tank is to dug as shallow as the code allows, and the tank is as shallow as the code allows
and the shallowest septic available (40" inlet). Also, the building sewer is to be installed
between the footings, in order to prevent caving in of soil.
The septic tank and leaching chambers will not make the setback for a property line.
The cell is to have a 0' setback from the lot line and the septic tank is to have a 3' setback
from the lot line. This problem is satisfied because the parcel is being leased by Gary
Svenningsen and the City of New Richmond owns both parcels. Thus, lot line issues can
be avoided due to 1 owner.
Thank you
Shaun Bird #226900
MPRS Shaun Bird 226900 DATE 8/12/03 GPD 77
CONVENTIONAL )00C IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 261 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 186 # of chambers 6
BENCHMARK V.R.P. Bottom of hangor siding ASSUME ELEVATION 100' Filter Zabel A -100
❑ BOREHOLE O WELL *H. R. P. Same as Benchmark
Vent SYSTEM ELEVATION 92.4'
>6" Standard Biodiffuser Plans Designed Using
Leaching Chamber Conventional Powts
of Cover with 31.1 ft2 of Area Manual Version 2.0
6' Long 1111
34" Grade at System Elevation
Weeks 261 gallon ST
Airport Rd
Area of slab /parking area B-1
Aq Area for
Lot Perimeter Pro Hangor with 2 Z Future
employees and 1 floor B•M• B Hangor
Drain 77GPD
Entire parcel is leased from
13B
the City of New Richmond,
property line setbacks need
not apply.
AL I
No catch basin is
to discharge into Tested area does not have
this system! enough slope to establish
contours
Scale = 1/4 = 10'
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must vr L /,^-
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel .D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. 1 1 1 4viewed by Date
Personal information ou p rovide may be used for seconds y () ( )) , Z3 3
y pr y secondary purposes (Privac Law, s. 15.04 1 m .
Property
0 7 Q, /' %.-y f, 7, 5 y e- Mn Property Location
f Govt. Lot c5 1/4.5 (A-4 S d �T � N R E (or
Property Owner's MailiQ Address A Lot # Block # Subd. Name or CSM#
7 6 )�" 12 -31 N Ce- - 4 P4_ (/o (
City Zip Code Phone Number ity ❑ Village ❑ Town Nearest Road
a?
New Construction Use' esidential / Number of bedrooms Code derived design flow rate /1�7Z GPD
❑ Replacement blic or commercial - Describe:
Parent material 44;tw Flood Plain elevation if applicable '8// ,,! ft.
General comments
and recommendations:
F/ Boring # (❑ Boring
Z A Pit Ground surface elev. Y/ Depth to limiting factor &Z in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description aexture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
/OC _S rl
7a / J r S Y` r OG J
702 d r ✓/
axzw
92•4U
(� Boring # Boring /1 ��
t = Pit Ground surface elev. G
- ' 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
7,2 .s fls A11W e1
SS• Z 2 • Z
' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mgA_ ' Effluent #2 = BOO < 30 mg/L mg/
and TSS < 30 L
CST Name (Please Print) _ _ Si CST Number
Sig
Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 S -- -13— a 3 715- 246 -4516
I
Property Owner _ Parcel ID # Page of
F__-� Boring # ❑ Boring 1
iPit Ground surface elevq� ft. Depth to limiting factor / v , in.
Soil APPlication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff #2
F-1 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 GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
F-1 Boring # C] Boring
El 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
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.
seo -eaw (R.6=)
r
a Soil Test Plot Plan
Project Name Gary Svenningsen Sha
Address 1432 176th Ave
New Richmond Wi 54017 M #226900
Lot 13 -3 Subdivision N.R. Airport Date 8/12/03
SW 1/4 SW 1/4S 24 T 31 N /1318 W City New Richmond
F1 Boring 0 Well PL Property Line County S T. CROIX
BM or VRP Assume Elevation 100 ft. Hangor Siding
System Elevation 92.4' *HRPSame as Benchmark
Alt. BM Hangor Floor @ 100.0'
Airport Rd
Area of slab /parking area B-1
B.M. * 0 Area for
Lot Perimeter ._� Pro Hangor with 2 Future
employees and 1 floor 013- Hangor
Drain 77GPD
Alt. B.M. /
Entire parcel is leased from D B
the City of New Richmond,
property line setbacks need
not apply. —�
No catch basin is
to discharge into Tested area does not have
this system enough slope to establish
contours
�
Scale = 1/4 = 10
ST CROIX COUNTY
' SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
-
Owner/Buyer
Q
Mailing Address 3 Z -�•n„r 't�
Properly Address 3 Q
(Verifica on required from Planning Department for new construction)
Cit5atate Parcel Identification Number
LEGAL DESCRIPTION
Location r/4 . r/%
Property , Sec.
r
Subdivision A % . zp .._ ' . /� Lot #
ied S Map # ; ,Volume - Page #
sd /`ry
War # v glutne r"' . Page #
S use ❑ y no � 44 Lot fines ' entifiable� yes ❑ no
SYSTEM MAINTENANCE
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance
con4ists 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
mastorplumber, joumeymanplumber, restrictedplumber or a licensedpumper 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.
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 Zoning Office within 30
days of Vree year expiration date.
�a
SI TURE OF APPLICANT DATE
OWNER CERTIFICATION
(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 pro des above, by virtue of a warranty deed recorded in Register of Deeds Office.
"SM ATURE OF APPLICANT 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 cePY of the certified serve if reference is made in the warranty deed
Y ma
SEP -11 -03 10:00 AM NEW RICHMOND MUN AIRPORT 7152469023 P.02
HANGAR AREA LEASE
THIS AGREEMENT, made and entered into on the date indicated below by and
between the City of New Richmo =Svenninpen, nicipal corporation,
hereinafter called the Lessor, Gfter 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. Pro Descri
aq
' n: Lot 3, Row 13 of th Airport Layout Plan - New
Richmond Municipal . eas roperty equals 8400 square feet
2. Hangar Con cti n: 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.
SEP -11 -03 10:00 AM NEW RICHMOND MUN AIRPORT 7152469023 P.03
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 $840.00, payable on July l 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.
S. Non-Excl 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.
S. 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. Maintenanc f 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. Right 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.
2
SEP -11 -03 10:01 AM NEW RICHMOND MUN AIRPORT 7152469023 P.04
11. axes: The Lessee shall pay all taxes or assessments that may be levied
against the personal property of the Lessee or the buildings which he may
erect on lands leased exclusively to him.
12. Si �s : The Lessee agrees that no signs or advertising matter be erected
without the consent of the Lessor.
13. Default The Lessee shall be deemed in default upon:
a. Failure to pay rent within 30 days after due date;
b, The filing of a petition under Federal Bankruptcy Act or any mendment
thereto including a petition for reorganization or an arrangement;
e. The commencement of a proceeding for dissolution or for the
appointment of a receiver;
I The making of an assignment for the benefit of creditors without the
prior written consent of the Lessor;
e. Violation of any restrictions in this lease, or failure to keep any of its
covenants after written notice to cease such violation and failure to
correct such violation within thirty days.
Default by the Lessee shall authorize the Lessor, at its option and without legal
Proceedings, to declare this lease void, cancel the same, and re -enter and take possession
of the premises.
14. Title Title to the buildings erected by the Lessee shall remain with the
Lessee and shall be transferable. Upon termination of this lease, the Lessee may, at the
option of the Lessor, remove the buildings, all equipment and property therein and restore
the leased property to its original condition.
15. Snow Removal The Lessor agrees to provide NO snow removal services to
the Lessee's leased premises in the hangar area.
16. Le me Transfer; The Lessee may not, at any time during the time of this lease,
assign, hypothecate or transfer this agreement or any interest therein, without the consent
of the Lessor.
3
f SEP -11 -03 10:01 AM NEW RICHMOND MUN AIRPORT 7152469023 P.05
17,
AiMgrt Development: The Lessor reserves the right to further develop or
improve the landing area of the airport as it sees fit, regardless of the desires or view of
the Lessee, and without interference or hindrance. If the development of the airport
requires the relocation of the Lessee, the Lessor agrees to provide a compatible location
and agrees to relocate all buildings or provide similar facilities for the Lessee at no cost to
the Lessee.
18. Subordination Clause: This lease shall be subordinate to the provisions of
any existing or future agreement between the Lessor and the United States or the State of
Wisconsin relative to the operation or maintenance of the airport, the execution of which
has been or may be required as a condition precedent to the expenditure of federal or
stated funds for the development of the airport. Furthermore, this lease may be amended
to include provisions required by these agreements with the United States or the Stated of
Wisconsin.
19. A bit tion: Any controversy or claim arising out of or relating to this lease
or any alleged breach thereof, which cannot be settled between the parties, shall be settled
by arbitration in accordance with the rules of the American Arbitration Association, and
judgment upon the dispute rendered by the arbitrator(s) shall be final and binding on the
parties.
20. Floor Heigh t: The Lessee agrees to erect a building on the leased premises
with a minimum finished floor height at least six (6) inches above the finished grade of
the taxilane nearest the front of the building.
21. T j uima - X Access: The Lessee is prohibited from operating automobiles on
runways or main taxiways.
22. Parking Automobile panting must be on the leased premises or on
designated areas of the airport,
4
r
SEP,-11 -03 10:02 AM NEW RICHMOND MUN AIRPORT 7152469023 P.06
IN WITNESS WHEREOF, the parties have hereunto set their hands and seals this
_1 5 0 _ day of A 7 , in the City of New Richmond,
St, Croix County, Wisconsin.
LESSOR:
Airport Manager, Mike Demulling `—'�
LESSEE:
ary Svenni sen
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