HomeMy WebLinkAboutRe: pool application ��_
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/ CITY of ORONO
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,.'� � -,'�, �� �., Street Address: Mailing Address:
`�+�� :.�;i� ,�,�' 2750 Kelley Parkway P.O. Box 66
, ,�� Orono,MN 55356 Crystal Bay, MN 55323-0066
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June 22, 2012
Christopher Dahl & Deborah Hopp .
1300 French Creek Drive
Wayzata, MN 55391
Re: 1300 French Creek Drive
Building Permit Application#2012-00303
As a result of the letter sent, dated April 24, 2012, the City received an updated survey and hardcover calculations
regarding the proposed swimming pool permit application for your property. Unfortunately, after reviewing the
new information, it appears, your application remains incomplete.
The following items must be submitted or revised in order for your application to be considered complete and for
the plan review to continue:
1. Wetland Delineation. The survey shows a wetland delineation prepared by SER. Please provide the
City with a copy of the delineation as well as submit a copy to the Minnehaha Creek Watershed District
(MCWD) for their approval. Once the MCWD has approved the delineation, show the delineated edge,
required buffer setback (16.5') and structure setback(20') on the survey.
2. Land Alteration. Please have the surveyor calculate how much land alteration (excavating, filling,
grading) will result from the proposed pool construction. Land alterations in excess of 500 sq ft require a
Conditional Use Permit.
3. Certificate of Survey. Please have the survey updated to reflect the 20' structure setback and show
which stone walls are to be removed. The survey shows flagstone as 50% hardcover. As the code
currently stands, all stone is 100% hardcover. Please have the hardcover calculations accurately
updated.
a. Hardcover. The hardcover calculations dated June 6/6/12 prepared by Mark Gronberg do not
include the flagstone walk.
4. Escrow � Escrow Agreement. The property owner must sign the escrow agreement and submit a
check for$2,500.
The above information is required in order for the plan review to continue. Please feel free to contact me at
952.249.4620 or by email at cmattson(a�ci.orono.mn.us if you have any questions.
Sincerely,
CITY OF ORONO
, r ��{ ; ��� �
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Christine Mattson
Planning Assistant
c Pat Henry; Prestige Pools; 87 County Road C West; St. Paul, MN 55117
Tel�phone (952) 249-4600 •Fax(952)249-4616
www.ci.orono.mn.us
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� f }� ��� G,�, 2750 Kelley Parkway P.O. Box 66
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ESH
April 24, 2012
Christopher Dahl & Deborah Hopp
1300 French Creek Drive
Wayzata, MN 55391
Re: 1300 French Creek Drive
Building Permit Application #2012-00303
The City is in receipt of your swimming pool permit application which was received by this office on
April 19, 2012. After a cursory review, your application is incomplete.
The following items must be submitted or revised in order for your application to be considered complete
and for the plan review to continue:
1. Certificate of Survey. Please provide an updated, full size certificate of survey meeting the City's
survey standards (enclosed) indicating the location of the existing house and proposed pool,
showing existing topography and proposed grading as well as all existing structures, landscaping,
retaining walls and hardcover on the property.
2. Hardcover. The property is located within our shoreland district. Attached is our Hardcover
Information sheet and our hardcover calculation form, which must be completed by a registered land
surveyor.
3. Septic System. Please have the current and alternate septic sites shown on the updates survey.
4. Wetland Detineation. Our maps show a Manage 3 wetland on the property, which may or may not
coincide with the drainage easement. A wetland delineation must be done to determine the wetland
edge. A Manage 3 wetland requires a 16.5' buffer, plus a 20' structure setback. Please provide a
wetland delineation report. The wetland delineation must be approved by the Minnehaha Creek
Watershed District (MCWD). The delineated edge of the wetland must be shown on the survey,
along with the required buffer and structure setback.
5. Escrow 8� Escrow Agreement. Building permits involving grading and/or review by the City's
engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to
guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans.
Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion
control and stormwater. The required escrow amount for this project is $2,500. The escrow
agreement is enclosed. The property owner must sign the escrow agreement and submit a check
for $2,500.
Telephone (952)249-4600 •Fax (952) 249-4616
www.ci.orono.mn.us
. ��
April 24, 2012
1300 French Creek Drive
Page 2 of 2
Additionally, the City's wetland regulations and wetland buffer requirements may be triggered by the project.
Please review the enclosed information sheet regarding Construction near a Wetland and following the
instructions provided. The above information is required in order for the plan review to continue. Please feel
free to contact me at 952.249.4620 or by email at cmattson(c�ci.orono.mn.us if you have any questions.
Sincerely,
CITY OF ORONO
�t —
( � U�� I�J
Christine Mattson
Planning Assistant
c Pat Henry; Prestige Pools; 87 County Road C West; St. Paul, MN 55117
enclosures
Hennepin County GIS -Printable Map Page 1 of 1
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Parcel 10-117-23-32-0015 A-T-B: Torrens Map Scale: 1"=50 ft. N
ID: Print Date: 7/17/2012 � �
Owner C T Dahl&D Hopp Market $1,349,000 '
Name: Total: �
Parcel 1300 French Creek Dr Tax $16,774J8 '
Address: Orono, MN 55391 Total: (Payable:2012)
Property Residential Sale �1,177,000
Typ@: PfYC@: This map is a compilation of data from various i
sources and is furnished"AS IS"with no
Home- Sale representation or warranty expressed or i
Homestead 03/2012 implied,including fitness of any particular I
stead: Date: purpose,merchantability,or the accuracy and �
completeness of the information shown.
Parcel 1.54 acres Sale Warranty Deed COPYRIGHTOO HENNEPIN COUNN 2012 �
Area: 67,048 sq ft Code: ,
,
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http://gis.co.hennepin.mn.us/Property/print/default.aspx?C=454082.2323 9460244,4978077... 7/17/2012
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POOL SIZES �1`:'.-`r`�'-r• . `,�
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pM.16X32 18X36 20X40
� WATER � A 16'-0' IB'-0" 20'-O' TEK SGREW
6'-O" LINE B 32'-p�' 36'-0' 40'-0" PANEL
MIN. D 2'-10"
MIN. � 42" C 8'-O" 8'PO" 8�-O"
C \ ^.� D 3'-4" 3'-4" 3'-4" �
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UNDISTURBED F 6'-O' 8`'Q`; 10'-O'
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NOTES:
DIAGONAL BRACE
1 TIIIS IS A TYpF. II POOL IN ACCORDANCE 11IT}( N.S.P.I STANDARDS
JAN. 1999 AND BOCA CODE 1993 — SECT[ON 421
2 EACH BRACE 1fiLL 8B IdOUNDED IIITfi A YINIF[U1( OF 1 FQOT OF PANEL LENGTH Np.pF
CONCRETE. � 4'-O" 8'-O" 9'-O' BRAGE
3 MAXIMUM LENCTN OF DIVINC BOARD - 8'; JUISCSTAND - 8'. �x LENGT PANEL
4 'NO DIVINC" I.ADELS HUST BE INSTAI;[,BD AROUND SIlALL011 EIVp — 4 — 3
OF POOL IN ACCORDANCE FITH LINER HANUFpCTUREg WIOTH — 2 �
INSTRUCTIONS 18 ENGTH — — q 3 ' SEE NOTE 2
1 TH — r .�,.
WARN'ING � ' '�"
x NGTH — 5 4
40 WIDTH � Z — 2 �
HORIZONTAL.BRACE
SWIMMING POp�S ARE OANG�ROUS WHEN USED IMPROPERLV! CONSULi YOUR � STAKE
DEALER FOR SAFETY INFORMATION ON THE SAFE USE OF SWIMMING POOLS.
IT IS THE RESPONSIBILITY OF TOWN OfFICIALS.BUILDERS AND HOME OWNERS TG ���-�=��
FOLLOW ALL SAFEiY RECOMMENDATIONS OF N.S.P.�.,ALL LOCAL ORDANCES sPec�FicarioNs� HUSTON SUPPLY CO_
AND E9UIPMENT MANUFACTURERS. 16 X 32 18 X 36 20 X 40 �`��"` �`"�` "'""••qLBERT
AREA-SQ.FT. 512 648 600 l ��� 4' ,.,""".`
GALLONS 19 500 z4,600 30500 .���4.��. �" wTANDARD^RECTANGLES ^
, , See-Through Strainer Cover
lets you see when basket needs
� cleaning and eliminates guesswork.
Special self-adjusting seal ensures Heat-Resistant,Industrial-
dependable sealing. Size Ceramic Seal
Exclusive,Swing- j is long-wearing and drip proof.
Away Hand Knobs
make strainer cover removal
easy.No tools required...
no loose parts...no clamps.
Heavy-Duty,High-
Performance Motor
Super-Size Housing 'f with air-flow ventilation for
and d'rffuser ensure quieter,cooler operation.
rapid priming. =�
•;;i::�=���:= Mounting Base provides stable,stress-
free support,plus versatility for any
Corrosion-Proof Impeller installation requiremer�.Adapts 48-
has smoot�,wide openings to and 56-frame motors.
prevent fouling or clogging.
Self-Priming Service-Ease Design
(suction I'rft up to 10' gives simple access to all intemal parts.Motor and er�re drive
group assembly can be removed,wffhout dfsturbing pipe or
above water level) mounting connections,by disengaging Just four bolts.
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J SP2609P 0.75 i 3/4 1.00 1�/2 13��8 352 •
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SP2607X10 1.10 1 1.10 1�/2 14�/4 362 ,t �9i�
� SP261QX75 1.50 1�/2 . 1.00 1�2 15�'8 391
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SP2621X25 2.50 2'2 1.00 2 i6�`8 416
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� SP2607X102S t.00 ' f 1.00 2 13 330
Super-Size 110-Cubic-
SP26SOX152S 1.50 : 1�2 1.00 2 13�'4 349 Inch Basket
s�s�sxzozs z.00 2 ,.00 z �aya �sz has e�ra leaf-holding capacity
and extends time between
SUPER PUMP
F�OW VS.TOTAL HEAD CleaningS. Rigid construCtion
10°�0D with load-extender ribbing
� - — --- __ ensures free-flowing operation
w �o.00 _ _ . ._ _ _ for heavy debris loads.
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To take a closer look at Hayward Pumps,go to
www.haywardne�com orcalll-888-HAYWARD
� ���,�� � HAYWARD`%
620 Division Street I Elizabeth, NJ 07201 ��'�
Technical Data
Digital and Millivolt Gas Heaters
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32-11/16' 40' o�w
38' �crn�cu � srncK�ss
CONNECiKKJ • � OlJfD00fiTOP
26-5/8' � �Ea=IFIEo �
(28-5/8'ASM� � � RRnFlEo
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Amp Draw
120 volt 240 volt
A 28'
Digital 4 2
Shipping Weights (Ibs)
BTUH (A) (B) (C) w/Polymer wl Cast Iron
Heater Input Cabinet Flue Indoor (D) (J) Gas Water Headers Headers
and Stackless and Stackless Indoor
Model (000) Width Dia. Drafthood Minimum Conn. Conn. Top 7op �rafthood
R206A 199.5 20" 6" 61-5/8" 10" 11-3/4" 3/4" 2" 187 206 12
R266A 266.0 23" 7" 62" 11-1/2" 11" 3/4" 2" 210 229 15
R336A 332.5 26" 8" 63" 13" 10-5/8" 3/4" 2" 230 249 17
R406A 399.0 29" 9" 64-1/2" 14-1/2" 12-1/8" 3/4" 2" 249 268 20
Designation for a Digital heater using propane gas is "EP"; a Digital heater using natural gas is "EN".
Designation for a Millivolt heater using propane gas is "MP"; a Millivolt heater using natural gas is "MN".
Prefix "P" is for plastic (polymer) headers; "C" is for cast iron (ASME) headers.
Suffix "X" is for cupro-nickel tubing; "C" is for copper tubing
Example: P-R406A-EN-X = Plastic headers, 406 model size, digital, natural gas, cupro-nickel
Reduce input 4% for each 1000 feet above sea level when installed above 2000 feet elevation.
Manufactured under Patent No. 3,623,458.
Plastic (polymer) headers cannot be used for installations requiring ASME certification.
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Swimming Pool and Spa � - -
The Pool and Spa Heating Experts�^
Heating Products
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�Swi�nClearTM Quad - ClusterTMCartridge Filters -�� 1� h-
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New High-Profile Manual Air Relief provides an easy way to manually purge air trapped in filter.
Non-Corrosive Top Closure Plate prevents elements from lifting and allowing '
unfiltered water to by-pass back to pool or spa during operation.
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Quad-Cluster'"'Cartridge Elements provide 200,300,400 or 500 ft.'of filter area - `� ,�
andextradirt-holdingcapacityforlongfiltercycles.Precision-engineerede�Rruded �' ' .' .��:
core provides extra strength and superiorflow. �� ' ���
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SelfAlignedTankTop and Bottom make access to servicing Quad-Clustercartridge � ,> �
elements fast and simple. .I I
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Heavy-Duty Tamper-Proof One-Piece Clamp securely fastens tank top ?'� , �
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and bottom together and al lows quick access to al I internal components without
disturbing piping orconnections.
Improved High-Strength FilterTank molded from new and stronger PermaGlass XL"' M ti �
materialforextradurabilityfordependable,corrosion-freeperformance. �G�i, _ �������d
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Uniform Low Profile Tank Base Design makes removal of cartridge elements I�' ,I �
fastandsimple. _ il! i����l
;: i ry-
Full Size 1'6"Integral Drain provides fast,100%clean out and easierflushing of tank. �!� � ''� �� �
a � ��I�� <I
Noryl`°'Bulkhead Fittings for extra strength and heat resistance. �
Union Coupling Connection provitles plumbing options of 1�"or 2"piping.2"intemal
piping for maximum flow performance.
� • � � � • > ::�w
, ��$ �'µ�K
FILTEA TYPE: Quad-Cluster cartridge elements: "_
200,300,400 and 500 ftZ total(18.6,27.9,372,and 46.5 mz�.
FILTER TANK: Injection molded PermaGlass XL'"'
FILTER ELEMENTS: Aeinforced Polyester
PERFORMANCE RANGE: %z to 3 HP(30 to 120 GPM)
10.37 to 2.24 KW(114 to 454 LPM)
DIMENSIONS: C2020—32"H x 23"W(81 cm x 58 cm) �;
C3020—34"H x 23"W(87 cm x 58 cm) -
C4020—40"H x 23"W(102 cm x 58 cm) NSF�
C5020—46"H x 23"W(107 cm x 58 cm)
NSF�s a registered trademark of the National Sanitation Foundation.
� 1
Effective Design Tumover
Model Filtration Area Flow Rate� Gallons Kilo Liters Removable ClampTool makes tightening and
Number ft.' m� GPM LPM 8 Hr. �0 Hr. 8 Hr. i0 Hr. loosening of clamp quick and simple,providing
easy access to filter internals.
C2020 200 18.6 75 284 36,000 45,000 136 170
C3020 300 27.9 112 424 53,760 67,200 204 255
C4020 400 372 150" 568 72,000 90,000 273 341
C5020 500 46.5 150* 568 72,000 90,000 273 341
Based on NSF recommended flow rate for commercial at 375 GPM/fr
`Determined by pump size and piping system hydraulics 2"piping is recommended for flow rates equal to or greater than
90 GPM(341 LPM�. Hayward doesn"t recommend flow rates above 150 6PM.
HAYWARD�
SWC03
I-888-HAYWARD www.haywardnet.com �02003 Hayward Pool Products,Inc.
� �`��- d '" ' NAYWARD AUTOMATIC
������� i PRESSURE STYLE
_�" � ��� ��� �. ��� CNLORINE F'EEDERS
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`' ' ' FEATURES:
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� EASY-LOK COVER ASSEMBLY has thread-assist ��
mechanism to provide dependable sealing plus conven-
ient access for adding tablets or sticks.
CHLORlNE CHAMBER has extra large capacity.CL-100
series feeders hold up to 4.2 Ibs. of Tri-Chlor t8bs, while
qr� P ; the larger CL-200 series has a 9 Ib.capacity to meet the
4;�;_� °., �.
� '`' :�; , ,�- requirements of atl sizes and types of pools. �orrosion-
, ;;
- 9 � proof, versatile design accommodates large or small
slow-dissolve tablets or sticks.
DiAL REGUL.ATING VALVE is easy to use and lets you
control and adjust the rate of feed for your pool's variable
requirements and chlorine demand.
��� � FEEDER TUBE provides controlled outlet flow of highly
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"� � � '� relief to expel entrapped air from the chlorine chamber.
''���`����:
VERSATILITY for new or existing pools. Select eith�r
direct in-line or off-line unit to make installation easy for
___�:� _.:_._. .,._ --. . _.,._� _..:' Your pool or spa system.
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f ii PUMP PUMP
RETURN HEATER FILTER HEATER FILTER ,�...
TO POOL m i�nrNet � I PROM ur i�n.aw� I FROM
„� ppp� RETUHN �'— POOL
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TO POOL �"
!—OUTLET 4—INLET
CL-100 and CL-200 IN-LINE CL-110 and CL-220 OFF-LINE
FEEDERS are furnished with i�/:" FEEDERS install next to filter sys-
FPT ihreaded inlet and outlet.For tem and vrorlc on system pressure ��
rigld PVC pipiny installations, t�/�" differential. Conr�ects easily with ['�
socket flush union connectors are compression couplings for new or ���-
available to provide a professional existing system. A{� n��ry s�s••HOLE
installation that allows for future Optionaf connectors and tubiny are fur- Saddle Clamp Assembly.
service. Union Connectors nished with each feeder. For easy installation in
system piping.
New economical automatic chlorine
feeders sized to handle the sanitizing
needs of most residential pools.They _
have 4.2 Ibs. capacity and feature an
incremental dial control valve for - ,�
accurate metering of feed rate. _
CAUTtON:Hayward automatic chlorine feeders are designed to -�-_= .
use only Trichbro-S-Triazinetrione tablets(or sticks)-slow — =-_--
dissoMing rype.Consult your pool dealer for complete information.
CL-110 ` � CL-100
tr?' �
�11�►��J��� � o�
HAYWARD POOL PRODUCTS,INC.
� 900 Faim�ount AverWe,Elizabeth,NJ 07207 �
Callfornia: Caneda: Betglum: �""`
Hayward Pool Products.Inc. Hayward Pool Products Canada Hayward S.A.
2875 Pomona Boukvard 2880 Plyrtwuth Drive Zorung de Jumet
Pomona.CA 91768 pakv�lle,Ontarw l6H SF4 860•10 JumeL Belg�um '
ut988 Haywerd PriMed in U.S.A.
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'��j Prafessional Serv�ce lndustri
� Pittsburgh Testin L �S' �nC.
. g aboratory D,vision
TESTED FOR: Cov�t-Poola. tttc, .
AT�'�: �gY y��ak PROJECT: Poo!Caver Sa/ery Testt
66 6s!3335 SouN
SaR Lake CRy, Utah 84115
DATE: August S 9. 1993
QUR REpQRT Np� 7083p110-001
On August i6, 1993, Prafessionai Service lndustries was mnt�ed by Cover-Poois, Inc, and asked that
PSI review ASTM Standard F i346-91 to see if tests performed by pSf ;n May and June ot 1990 meet
the standard performance speci�abon of AS77W Fi346-91. The standard was review8d, and tests
PerfoRned by PS! meet the requtrements of ASTM F1346-g1, The fo(lowi�g is a report issued by PSl
to Cover Pools, Inc. are of Poof Cover Safety tests which meet Ehe criter'ra of ASTM F1346-91 (formeriy
� ASTM ES13).
Qn May 31, 1990, a representabye of Frofessional Service Industries was at the Carporate Offrces of
Cover-Poots, lnc, located at�69 E�st 3335 South, 8alt l.ake City, Utah 84115, to pertorm safety
requirements tests on Caver-Poo(s, lna,Save-T-Caver il safety covers. The salety tests perfiormed were
in accordance with ASTM ES 13, Emergency Standard PerfoRr,ance Specification for Safety Covers and
Labeling Requiremerrts for atJ coyers fir Swimming Pools, Saas and Hot Tubs.
A 16' x 32' pQo1 was ioqted at,the Corporate Offices of Cover-Pools, inc. The poo( was equipped with
an under track Cover-Pooi safety cover and top tradc (universa!) Cover•-Pool safety cover. The tracki»g
systems were connected to a redwood deck, with the connec6ans at two feet on center alo�g the length
of the deck. The safety cover fabric used in the ur�der tracic system had a pr�ysica! property ot 16.2
oz/sq. yd. The safety cover fabric us�d in the top track system had a physical property of 13.2 oz/sq.
yd.
STATIC LOAO TEST
The stadc load test was conducted on both Cover-Pool safety covers in accordance with
sectlon 9.1 of AS7M ES �3. The weights nsed we� weighed using a cal,'�rated scaJe
which is traceable to the National Bureau of Siandards. The three weights used each
had an area of one square foot One weight weighed 5i.0 tbs., one 210.1 ibs, and one
226.3 Ibs. The tota! weight used for the siatic load tests was 487.4 lbs. Three points
were tested for static load on each Caver-Poo! safety cover. The locatiens af the three
points are as fatlows: �
4' from the end of the pool in the center.
10' from the end of the pooE in the cerrter and in the center of the pool.
Both Cover-Poof safety covers met the performance requirements for the statfc Ioad test
as ou�ned in ASTM ES 13 section 7.1. �
2955 South West Temp�g Su�f • �i��,, �gq�15 • 8a1/484-8827 • Fax 801/487•33i2
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PERIMETER DEFLECTION TEST •
The pertmeter deflectiarz test was conducted on both Cover-Pcol safety covers in
accordance with section 9.2 of ASTM ES'13. 1Mth a 50 Ib. weight placed 4' from the
edge oF the pooi on top of the safety cove�, the test object was unable to pass through
�Y aPe�m9 at the pe�imeter of the pool, gath �e�_p�� ��8�, �vers met the
performance requirements for the perimeter de8ection test as ouiiined in AS7M ES 13
sectbn 7.2.
SLtRFACE DRAINAGE TEST
On June 12, 1990, the surface drainage test was conducted on a Cover-Poo� safety
cover whkh was installed on a locai prfvate pcol. The tracking system was an under
track system. The poo) dimensEans were 14.17'x42.5'. The surtace drainage test�ras
conducted in accordance with A.STM ES 13 section 9.3. Water was applied evenfy at
a rate of 11.7 gpm per 1040 sq. �. A amaH samp pump, with dischange capactty of 20
gpm, was ptaced at one end of the safely cover with fhe discharge hose snaking the
fength of the pool, on top af the satety cover, and disct�arging at the opposite end from
ihe pump. The water was apptied for 30 minutes with the pump ot� and fn p(ace. The
water was then shut aff and ti�e pump was allovrred to run for an additional 30 rrtinutes.
The tesi mannequin (Tfmmy) was then placed upon the safety cover. At the erid of 3
minutes aRer placing Timmy upon the safety cover, an unsafe amount of waEer as
described ln ASTM ES 13 sectbn 9.3.'i did not exist. The Cover-Pool safety cover met
the safety requirements as outGned in AS3'M ES 13 sedlon 7.3.
Ali safety eovers and equipment tested we�e stand�d as provided by Cover-Pools 1nc. Safety covers
were insta(led according to Cover-P6ois, (nc. staniiard instailation criterFa,
Inspector. Jerry Haft
io.u�rs rure�nr�w.e oKr ro r.sane aa.iu►est�.
�soRR M�r wor s[►�oaaem,cxet,►r n rt�,vMaavr
wprTe�r�saoN ev►st Ne.
R�spsat(upy submftt�d.
Prolesslata/ Serrlei lndusMas, lnc.
Jerry C3.Hsq
DepattmeM Manager
�, �-.
TOTAL P.02
Melanie Curtis
From: Melanie Curtis
Sent: Friday, June 29, 2012 10:36 AM
To: 'dhopp@mspmag.com'
Cc: Christine Mattson; Mark Gronberg; 'ph-pools@hotmail.com'; 'kitdalh@gmail.com'
Subject: RE: application #2012-00303
Deb
Thank you for your email. Christine and I have discussed your project and the communications from the City you have
received to date. I understand that it may seem as though the permit process is taking longer than you would expect.
But iYs difficult for us to compare or comment on requirements or timing for permit turnaround in another City. As you
pointed out each City is different.
Regarding your permit request, the initial plan was drawn on a septic system sketch. Our requirement is for submittal of
a survey to show proposed plans and grading. We received a revised survey yet have not received all of the information
requested in our April 24th letter, namely wetland buffer setback lines on the survey. Further, upon receiving the survey
dated 6/06/12 we had additional questions regarding what was existing and what was proposed as well as questions
about the hardcover calculations resulting in our June 22"d letter to you. We received the wetland delineation report and
escrow, thank you. Please submit the MCWD approval of the wetland delineation for our file once you receive it.
I hope our June 22"d letter was specific enough for you to communicate our requirements with your contractor and/or
surveyor to submit the remaining items in question: cubic yards of earth movement, wetland buffer setback line,
hardcover calculation and existing/proposed site improvements clarification (which stone borders and walls are existing
and which are proposed, etc). I spoke with our City Engineer this morning and his recommendation, in addition to what
has been requested, is for your surveyor to clarify top and bottom of the retaining walls around the proposed pool so we
can assure there will not be a structural integrity issue.
If your contractors have questions, please direct them to me so I may clarify and avoid any further delays. Because of
the size/area of the project disturbance and additional hardcover added to the site, your pool project will require a
wetland buffer improvement plan. It appears (from aerial photos) some or all of the required 16.5' buffer area is grass
this area must be replanted with native buffer vegetation; and there are improvements (stone borders) which encroach
within the buffer. The square footage of these existing improvements must be mitigated for in another area or removed.
I have pasted the wetland ordinance below for your reference. Your surveyor should show the square footage of the
area of impact as well as the area for buffer mitigation.
Once we have a complete application the turnaround time to issue can be very short.
I apologize for any inconvenience. Please don't hesitate to contact me directly if you have further questions.
Melanie
Melanie Curtis
Planning &Zoning Coordinator
City of Orono
2750 Kelley Parkway
Orono, MN 55356
Direct Dial: 952.249.4627
Fax: 952.249.4616
Planning &Zoning Office 952.249.4620
Email: mcurtisan.ci.orono.mn.us
Website: www.ci.orono.mn.us
City of Orono SUMMER Office Hours
Monday -Thursday 7:30 am to 5:00 pm
Friday 7:30 am to 11:30 am
1