Application
Planning Case No. 0 &> -.30
CITY OF CHANHASSEN
7700 Market Boulevard - P.O. Box 147
Chanhassen, MN 55317 - (952) 227-1100
CITY OF CHANHASSFN
REef: -
DEVELOPMENT REVIEW APPLICATION
AUlj G 4 2tJ06
CliANHAsSEN PLANNING om
Owner Name and Address: ~
~ if" Z-oV\. 'e.-
<3Z-S""' Ply,'<-7) e-jouc..Rd-v.
C/l1tt~JL"7 ;14,V s,~ I to
Contact: V~ l+e!~
Phone: b11.---7L"$~ '-/'C(;;Z.- Fax: q SZ- WZ---j S-~
Email: ~/ c; @ FaA k'v-vle- r t/V'e/f-
NOTE: Consultation with City staff is required prior to submittal, including review of development
plans
Comprehensive Plan Amendment
Temporary Sales Permit
't
i
Conditional Use Permit (CUP)
,'/ "'I_lO
-7""'':;)-
Interim Use Permit (IUP) f')'J'N'I\ d \"j\ (' (\ -\-
Vacation of Right-of-Way/Easements (V AC)
x
0('
Variance (VAR) ~o::>-
Non-conforming Use Permit
Wetland Alteration Permit (WAP)
Planned Unit Development*
Zoning Appeal
Rezoning
Zoning Ordinance Amendment
Sign Permits
Sign Plan Review
X Notification Sign ~
(City to install and ~
Site Plan Review (SPR)*
x ~w for Filing Fees/Attorney Cost**
~CUP/SPRIV ACN ARlWAP/Metes & Bounds
- $450 Minor SUB
TOTAL FEE$ ~15~
Appl ,'Q"XS\+ pc\ '0../
lLS cedd on
An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant
prior to the public hearing. \c:,/-31 JDIP
8
Subdivision*
*Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%" Xii"
reduced copy for each plan sheet along with a diaital copy in TIFF-Group 4 (*.tif) format.
**Escrow will be required for other applications through the development contract.
Building material samples must be submitted with site plan reviews.
NOTE: When multiple applications are processed, the appropriate fee shall be charged for
each application.
CCAUtlED
PROJECT NAME:
LOCATION:
6 off- ZoV\c: ~f?/~(/J c:;{'Q.o-\
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LEGAL DESCRIPTION:
TOTAL ACREAGE:
WETLANDS PRESENT:
PRESENT ZONING:
REQUESTED ZONING:
PRESENT LAND USE DESIGNATION:
40
)4 YES
NO
REQUESTED LAND USE DESIGNATION:
REASON FOR REQUEST: ~~ .-..s fo---v {/f..J 1 J;/ e:;te:LcJ... 5;O~u- e ~av- -I' tA vi sov-
puth'':j ~ CfJllP/~ C)c..)y- W-A,~"'::J ~e.<zL wJ /,1 /c>~
ef/J/aYy6u:i QVI/'J... ,.c;JV c~a...ct?/J O(/vl€'~ a t-?L.A sjq II
CtveGr- v<J/ t I be.- e-)ofl4~~ by b (s~//s:_
This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information
and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the
Planning Department to determine the specific ordinance and procedural requirements applicable to your application.
A determination of completeness of the application shall be made within 15 business days of application submittal. A written
notice of application deficiencies shall be mailed to the applicant within 15 business days of application.
This is to certify that I am making application for the described action by the City and that I am responsible for complying with
all City requirements with regard to this request. This application should be processed in my name and I am the party whom
the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership
(either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person
to make this application and the fee owner has also signed this application.
I will keep myself informed of the deadlines for submission of material and the progress of this application. I further
understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any
authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of
my knowledge.
~
Signat~re of Applicant
-------
7-/f-D6
Date
Signature of Fee Owner
Date
C:\Documents and Settings\HP _Owner\Local Settings\Temporary Internet Files\Content.lE5\JR9RBXCW\Oevelopment Review Application.DOC
Rev. 12105
CITY OF CHANHASSEN
RECEIVED
SEP 1 1 2006
CITY OF CHANHASSEN
Thank you for your consideration for the expansion of the Golf Zone at 825 Flying Cloud
Drive.
Here is a brief summary of my request - My expansion would add an 11,110 square foot
building connected to the west of my existing structure. This addition will consist of a
new reception area, a new larger reception counter, 8 new driving stalls, a sand trap and
an area designed for putting including greens with slopes, sand traps, and landscaping.
Disruption to the current site would be minimal.
The following are reasons that this expansion would benefit my customers and the people
that live in Chanhassen and the surrounding communities:
1. Golf Zone's current clubhouse is approx.l,OOO square feet. This is not enough
room for waiting customers or for customers that would like to have a birthday
party or outing inside. We barely have enough room for a broom closet.
2. Our current clubhouse needs new siding, windows, and a new roof. This
expansion would provide the funding necessary to complete those items.
3. Our current facility has no maintenance area and very little storage. Because of
this, we are forced to store some equipment outside. The expansion would have a
new 300 square foot maintenance area. This would be large enough to store all of
our equipment.
4. Our current winter range has no "enclosed" heated area. This type of space would
allow customers to work on their golf game without the winter conditions being a
factor.
5. Our current facility is an old farm house connected to our hitting stalls. The new
expansion would complete our overall plan for this facility.
In summary, this new expansion would improve the experience for our customers and
greatly improve the overall fa~ade and appearance of our building which will
compliment the extensive landscape of our putting course and par 3.
Thank you for your consideration,
Jeff Helstrom
Owner Golf Zone
WEDLUND
ERVICES
8/3/2006
The current septic system at Rain, Snow or Shine Golf in
Chanhassen is a 600-gallon per day mound system. At the
facilities current size the maximum number of customers per day is
190. The average customer is onsite for approximately 45 minutes.
The calculation used to determine the current number of gallons
per day used was 190 customers @ 2 gallons per customer. The
current maximum daily flow is 380 gallons per day.
The new proposed expansion to the facility will increase the
maximum number of daily customers by 90. This will bring the
new maximum customer per day total to 280 customers. By
increasing the number of customer to 280 to maximum daily flow
will increase to 560 gallons per day.
The current septic system is in compliance with all state codes.
The proposed expansion will not bring the gallons per day beyond
the current septic systems design capabilities of 600 gallons per
day.
Josh SwedJund/President
{if{~
CITY 010 CH
RECEtv1~sS&:N
AUG 0 4 2006
CHANHASSEN PLA
NNING DEPT
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CITY OF CHANHASSEN
RECEIVED
AUG 0 4 2006
2/25/02
Water IWastewa ter- ISTS4 .31
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CHANHASSEN PLANNING DEPT
Compliance Inspection Form for Existing
Individual Sewage Treatment Systems
Minnesota Pollution
Control Agency
Completion of this form fulfills the minimal requirements of Mmn. Stat. 9 115.55 (2001) and Minnesota R. ch. 7080 (1999). Please refer
to local ordinances for other requirements or information, especially for compliance requirements for bedroom additions.
General:
Date of Inspection: <6[)) I) ~ Reason for inspection: dJ;'
PropertyOwner(s) ~ stTOM., -, W M'Shlr<- ,. Telephone~) '/l/S-- IroO
Person requesting inspection ::f~f Telephone ( )
SiteAddress '7J;:{) Pjihr(lood Df\\<.L City C~5~y) ZipCode S"Ss)7
Fire No.1 Parcel No. County CAY\k..'r Township
legal Description
Local Regulatory Authority
Date system constructed 0' &74 g System in Shoreland Area@s no System In Wellhead
Protection Area: yesGJ System serving a MDH licensed facility: yes Glocal Permit # (If any)
Systems built prior to April 1, 1996 and not located in
Shoreland or Wellhead Protection Area or Serving a Food,
Beverage or lodging Establishment
Is the system an imminent threat to Dublle health or
silfetv? (a yes answer is an ITPHS system)
- Discharge of sewage to the ground surface?
- Discharge of sewage to draintlle or surface waters?
- Sewage backup into dwelling?
- Situation with the potential to immediately and
adversely impact or threaten public hearth or
safety?
YES NO
YES NO
YES NO
YES NO
Is the system failinQ? (a yes answer is a failing system)
- Less than TWO feet of vertical separation between
system bottom and saturated soil or bedrock?
- A seepage pit, cesspool, drywell, or leaching pit?
YES NO
YES NO
Is the system non-compliant?
- Is the system regulated under a monitoring plan or
operating permit? (if no, go to page 2) YES NO
If yes,
- Has the required monitoring taken place? YES NO
(If no, the system is non-complying)
- Does the monitoring indicate that the system meets
performance expectations? YES NO
(If no, the system is non-complying)
Page 1 of 2
2.d
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Systems located in Shoreland or Wellhead Protection
Areas or Serving a Food, Beverage or lodging
Establishment, or systems Built after
March 31 1996
Is the system an imminent threat to public health
or safety? (a yes answer is an ITPHS system)
- Discharge of sewage to the ground surface? YES ~
- Discharge of sewage to draintiJe or surface waters? YES (f;iQ!
- Sewage backup into dwelling? YES d!fJ
- Situation with the potential to immediately and
adversely impact or threaten public health or L'J
safety? YES (!;5Y
Is the system failinQ? (a yes answer is a failing system)
- Less than THREE feet of vertical separation between
system bottom and saturated sailor bedrock? YES
- A seepage pit, cesspool, drywell, or leaching pit? YES
Is the system non-compJiant?
- Is the system regulated under a
operating permit? (if no, go to page 2)
If yes,
- Has the required monitoring taken place?
(If no, the system is non-complying)
YES NO
- Does the monitoring indicate that the system meets
performance expectations? YES NO
(If no, the system is non-complying)
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Site Sketch:
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':. . ..... .;:....:~:.:::::.).::?:):..:f..:.:::::r::J:::;;::::r'."':'?':,. WO'~
IN
Plense indicate tbt location of: Welt well setback:o S)'SIr:m, (hvclling or mher establishment, tank(s). ~(\i/lre:1:Illcnt system,
reselVed soillr':lllmcnt area, curtain drain, (lroperl)' lines, wllterways, and buried lines (thosc NOT instnlled by the utili~').
Include sIle5 and length and approximate distances from fL'(ed reference point~ such lIS streets and buildin!.!s. Pleas.: attaeh as-
built drawings, inspectiOll reports.. CcrtifiC:lt(s) OfCOI1lJllianee 11nd N(lticc(s) ofNoncllmplillnce. ifalnilabl~
Soil Bor'ings (BR #): Locate each boring On the map above, indicate on the right of the column the soil
texture, structure, color, depth of each different soil type, evidence of mottling, bedrock and standing water.
Also indicate if the material is Jill.
~f6"
BR#!L BR#
pI;; ~i7W'-
qN ~6J
tf,b' '
BR#
BR#
BR#
BR#
\,\'b.~-y1 RECORD DEPTH OF MOTTLING. SEASONAl. RIGI' w Mai OR BEDROCKO" ABOVE L"'CS
Comml'nts;
What nc-cds t,) be completed t(. brh)g the ,1bove system into cornpli;\lJ(;C: if found not in compliance?
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Property Owner(s)
Fire No.1 Parcel No.
._......._....~._....__.._.._._..._.............__....-.........-.-....-.--.-.---...--....--..........----..-.--_....._--_._-_...._-_..........~...._._._-_.__.__._._.....__.
What methods were used to make the determinations for the compliance insoection? (Note: No standard protocol exists.
The following list is not exhaustive, or in sequential order nor indicates which combinations may necessary to make a determination)
Wa.tertight tank(s) Hydraulic Functioning
Q Probed tank bottom ~ Searched for surface outlet
(:1 Observed low liquid level (:1 Performed hydraulic test
~ Examined canst. records x.- Searched for seeping in yard
AExamined empty (pumped) tank ~ Checked for back-up in home
o Probed outside tank for "black soil" Q Excessive ponding in soil systemlD-boxes
Q Pressure/vacuum check J!..- Homeowner testimony
Q Other ><--. Examined for surging in tank
o "Slack soil" above soil system
Q Other
Vertical Separation Distance
~ Conducted soil borings I
Depth to limiting layer q
Depth to system bottom _P\-vs \ \
X Examined records
o LGU Umiting layer Verification
Q Other
Status of the SYstem
Based on the compliance criteria, the system status is: (check one) 0 failing (to protect groundwater) 0 an
imminent threat to public health or safety (ITPHS), 0 non-compllant (monltOrlng issue) Ji(compliant (none of the 3
previous conditions). Therefore, this document is a: ~rtifjcate of Compliance 0 Notice of Noncompliance
Is this system an EPA Class V Injection Well? 0 yes no
Certification
I hereby certify as a state of Minnesota licensed Inspector and/or Designer I or Qualified Employee Inspector and/or Qualified Employee
Designer I that I conducted an investigation that accurately determined the compliance status of this system and that my recorded
observations are accurate as of this date. No determination of future hydraulic performance has been nor can be made due to
unknown conditions during system construction, abuse of the system, inadequate maintenance, or future water usage.
Inspector's name (print)
license and/or Registration Number 2502
Em~oyed by -7t~~:liiC.
SIgnature
UpQrade Requirements (derived from Minnesota Statutes j 115.55)
An FTPHS must be upgraded, replaced, or its use discontinued within ten months of receipt of this notice or within a shorter period if
required by local ordinance. If the system fal7s to provide sufficient groundwater protection, then the system must be upgraded,
replaced, or its use discontinued within the time required by rule or the local ordinance. If an existing system is not failing as defined in
law, and has at least two feet of design soil separation, then the system need not be upgraded, repaired, replaced, or its lJse
discontinued, notwithstanding any local ordinance that is more strict This does not apply to systems in shoreland areas, wellhead
protection areas, or those used in connection with food, beverage, and lodging establishments as defined in law.
JOSH SWEDLUND
Phone ~tFs- :?~7it
Address ~5"~- .-cOCJ S-/-. ~I~
Address ~t\. vvLL- . )
Date ~/:?: f) (p
SU9Qested Attachments
1) Site sketch could also include: well, well setback to system, dwelling or other buildings, tank(s),reserved soil treatment area,
surface water and soil boring locations. Include as-built drawing if available.
2) Soil boring Jogs, showing each horizon. Indicate the texture, color, redoximorphic features depth to bedrock, standing water and
whether the material is fill.
3) A list of any and all requirements of the local ordinance that are different from the state requirements referred to on this form.
4) A homeowner survey of system performance, signed by the homeowner as being factual.
S) Monitoring data as appropriate.
Page 2 of 2
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Anderson Engineering of Minnesota
13605 1st Ave North, Suite 100. Plymouth, MN 55441
Tel: (763) 412-4000 Fax: (763) 383-1089
www.ae-mn.com
[1~'U''U'~~ @[? 'U'~&lm~[MJDru&[1
DATE 8/4/2006 COMM. NO. 11589
RE: PROJECT 11589 - GOLF IMPROVEMENT
CENTER EXPANSION
TO JOSH MEZNER
PLANNING DEPARTMENT
7700 MARKET BLVD.
PO BOX 147
CHANHASSEN, MN 55317
DIST. METHOD: Anderson Delivery
WE ARE SENDING YOU ~ Attached
D Under separate cover via the following items:
D Shop Drawings ~ Prints
o Change Order 0
D Plans
D Reports
D Specifications
Copies I Document Date I Description
16' 8/4/2006'RSS GOLF IMPROVEMENT CENTER - BUILDING EXPANSION PLAN 24x36
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1. 8/4/2006'RSS GOLF IMPROVEMENT CENER - BUILDING EXPANSION PLAN 8.5x11
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1: 8/4/2006TIFF FILE
THESE ARE TRANSMITTED as checked below
~ For Approval
~ For Your Use
D As Requested
D For Review and Comment
DI
IREMARKS
IFROM Peter Hansen
CITY OF CHANHASSEN
RECEIVED
AUG 0 4 2006
C.C. JEFF HELSTROM. PERMA GREEN INCORPORATED
CHANHASSEN PLANNING DE:PT
LAND DEVELOPMENT. MUNICIPAL. HIGHWAYS. RAILROADS
SURVEYING . WETLANDS . ENVIRONMENTAL ASSESSMENTS
Log
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Wall Steel
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RECEIVED
AUG 0 4 2006
CHANHASSEN PLANNING DEPT
'.
Log
Framing
-
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I
PANEL
28 gauge · Commercial · Residential · Agricultural
Structural Buildings offers a complete line
of metal roof, wall, and fascia panel
systems for the commercial, residential,
and agricultural markets.
Metal roofing offers an attractive, yet
affordable option - its design creates a
warm, eye-pleasing look that is strikingly
different than other conventional products.
Shadow Grey (G3)
Rural Red (G1)
Grey (G7)
Ivory (GB)
Taupe (G74)
Dark Green (G47)
Bone White (G94)
Sand Tan (G6)
Sierra White (G5)
Marina Blue (G35)
Charcoal (G4)
Burgundy (G15)
Cocoa Brown (G2)
Color selections are close representations but are limited by processing and viewing conditions. Actual samples are available by request.
.
STRUCTURAL BUILDINGS
12924 1st Street. Becker, MN 55308. 763-261-4150. 800-535-9722. 763-261-4414/Fax
Color-coated S-Panel provides extra protection and, thus, long-lasting
durability. More than just a layer of paint, this coating is actually a
thermosetting, or oven-cured, system of several separate coatings - which
contributes to the high degree of adhesion, corrosion resistanc~, and
surface qualities of the total process - including G90 hot-dip galvanized
(zinc) coating, Zi11,c phosphate coating, Sealant, Primer paint coating, *
Siliconized polyesterlinish paint coating, and back coat. *
The ~-Panel Paint System
*Prim,~r and finish paint coatings total 1.5 mil thickness on exterior and interior surfaces.
Vl(hen you step up to ~-Panel, you can expect:
Excellence:
· 28-gauge steel
· G90 galvanizing - one of the heaviest in the industry
· Superior paint finish - color retention and chalking
resistance
· Industry wide recognition for superior corrosion
resistance
Variety:
· Choice of 13 colors and bare galvanized
· A variety of complimentary trims are also available
Reliability:
· 30-year warranty - film integrity
· 25-year warran ty - fade and chalk
· 10-year edge rust warran ty
· 92,000 PSI minimum
MultiPle layers
of protection
Primer Coat
Sealer Coat
Zinc Pre-Treatment
Galvanized
Bare Steel
Galvanized
Zinc Pre-Treatment
Sealer Coat
Primer Coat
Backer Coat
What part of
this building
would you
prefer?(They
both started
out with the
same white
color!) Our
original white
color on right.
Stained com-
petitor's
white on left.
Panel Testing
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450 Soutl! Florida Testing afler ollly 34 Months EX/Josure
36" panel coverage · 28 gauge
MinilTIUm roof slope: 3:12 · Exposed fastened, low profile panel
IO-year edge rust warranty · 30-year paint warranty
Applies over open framing or solid substrate
L I( 9"
--,
3/4" - ^ .- .- r\. - .- r\. - .- r\. - .- ~
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36"
~
STRUCTURAL BUILDINGS
12926 1st Street. Becker, MN 55308. 763-261-4150. 800-535-9722. 763-261-4414/Fax
@1449/7-05