HomeMy WebLinkAbout2016 - 00599 - pool- in ground CITY OF ORONO I1I I��II1 11I I I II 1II� 1I11�I �I *
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2750 KELLEY PARKWAY DATE ISSUED: 06/27/2016
ORONO,MN 55356-
(952)249-4600 FAX: (952) 249-4616
ADDRESS : 2300 WILLOW HILL DR
PIN : 03-117-23-32-0026
LEGAL DESC : WILLOW HILL
: LOT MB BLOCK MB
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : POOL-IN GROUND
ACTIVITY : 329-STRUCTURES OTHER THAN BUILDINGS
VALUATION : $ 30,000.00
NOTE: SEPERATE PERMIT REQUIRED:MECHANICAL
NOTE:PLEASE SEE BUILDER ACKNOWLEGEMENT FORM
APPLICANT PERMIT FEE SCHEDULE 490.12
STATE SURCHARGE(VALUATION) 15.00
PRESTIGE POOLS TOTAL 505.12
87 COUNTY ROAD C WEST Payment(s)
ST. PAUL,MN 55117- CHECK 17777 505.12
OWNER
SHAH&NIMA DESAI,NIHAR
2300 WILLOW HILL DR
LONG LAKE,MN 55356-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
4: 7 jf / c
Applicant Permitee tgnature Date Issued B f gnature Date
City of Orono
Building Permit Application
for Swimming Pools and Hot Tubs
��*I'Ne
Mailing Address: Permit number: 'c2/0-0-0,5V 9
PO Box 66r _Z�_/ /-
Crystal Bay, MN 55323-0066Date received: ✓ SriStreet Address: Receivedby Mey 2750 Kelley ParkwayPlan review fee: 3 /g, •kESHo� Orono, MN 55356 - —00 Sq:
Total Fee: 1-t /
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.0 a5 .
This application form must be completed in full and all required inforrl'ratior-must --
Incomplete applications will be returned. (Please print) c * Fla (s<cl-
GENERAL INFORMATION: to 115/A0
Job Site Address: ,›Z,e7e7 112/L Le41J 4// bio
CONTRACTOR/APPLICANT INFOIRMAJION:
Name: 157'/6F /U®p/S
State License# Expiration Date:
Phone: 66-7- V90 /-T1 g Fax: 4 S'/.- y po - 9/19
Address: B 7 twat r-y 24 a a42 City: isp-- moi ZIP: . h"'i 1 7
Contact Person: /- ,M, Contact's phone • •••-r G j 2•.7 12 -- /- "J
Email: p
— /0v , s , o rzscs40/c .e.•-Applicant is: Contractor Homeowner (Circle One)
PROPERTY OWNER INFORMATION:
Name: A//16 4,2 3-/-174/-/—
Phone (day): 7S-07— ?J -- g '7
Mailing Address: o�'a9 yPiak1v /1/ ,1? ZIP:
Email and/or Fax: A/s-/-44/4 0 ScJi,Ai ' ,,-
ENGINEER INFORMATION:
Name:
Phone:
Address: City: ZIP:
Email: Fax:
PROJECT INFORMATION: -.:* f1 �--7 ,G-CPIc/ 11,07
1. Pool/ Hot Tub Dimensions: 4.Accessory to: 5.Type: 7. Retaining Walls?
2 U X / feet
2. Heated? yes 0 no [`Single Family 0 Above ground 0 yes Ci4 no Height *
3. Excavated materials will be: ❑ Multiple Family/Condo [,In-ground *A building permit is required
Rfremoved from site
or any wall 4-feet or greater in
used on site 0 Public
0 Other(specify) height measured from the
0 Other: (specify) 0 Commercial bottom of the footing to the top
Total Cubic Yards 0 Industrial of the wall, even if it replaces
6. Sewage Disposal & an existing wall.
'Any earth movement may require 0 Other:(specify) Water Supply Tiered walls are considered
MCWD review and permits. one wall unless the are
Minnehaha Creek Watershed District(MCWD) 0 Public Sewer y
separated by twice the height
15320 Minnetonka Blvd [X Private Sewer of the higher wall.
Minnetonka,MN 55345
Phone: 952-471-0590
0 Public Water
Fax: 952-471-0682
www.minnehahacreek.orq Nt Private Well ,
Estimated Construction Value $ ,factr
Packet Last Updated: April 2016
Page 22
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed Applicable
❑ 0 Building Permit Escrow Agreement and Fees
❑ ❑ Plan Review Fee
❑ 0 Completed Application Form
❑ 0 Proposed Pool or Hot Tub Plans—2 sets, full-size, to scale
❑ ❑ Survey—2 full size, to scale (meeting ALL survey requirements)
❑
0 Hardcover Information
❑ ❑ Septic System Certification
❑ ❑ Minnehaha Creek Watershed District(MCWD) Permit or
documentation from MCWD stating no permit is required
❑ 0 Landscape Walls and/or Retaining Wall Plans
❑ ❑ Stormwater Pollution Prevention Plan
❑ 0 Data Privacy Advisory Form
❑ ❑
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Planning&Building Departments;
• Understands, if applicable, an as-built survey and as-built hardcover cover calculations, are required to be submitted after the
project is complete( including final grading and landscaping)prior to refunding the escrow;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are
solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to
reject it until it is complete;
• Some Cr all of the information that you are asked to provide on this application is classified by State law as either private or
confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data.
Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and
intended use of this information is to annually update our records and records of other governmental agencies required by law. If
you refuse to supply the information,the permit may not be issued.
Applicant's Signature: Date: Z—C- Ii
6
Owner's Signature Date:
Packet Last Updated: April 2016
Page 23
Permit Application: Self-Checklist for Completeness
Please note, the applicant must initial in the boxes below to acknowledge the minimum
required information is included with the submittal. If not, the application will NOT be
accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on
application submittal requirements.
DiCompleted Application
INPlan Review Fee Paid
Signed Escrow Agreement & Escrow Payment
XBuilding Plans (to scale) x2
InCertificate of Survey (to scale) showing the proposed project &
meeting all requirements x2
XHardcover Calculations (if applicable)
I am aware that Orono will not issue a building permit without a
copy of MCWD permits (or documentation from the MCWD stating
the proposed project:does not trigger their permitting
requirements). I Will contact the MCWD at 952-471-0590
re• / s proje • .�. �..----�M _ -
Signed by: / 3s: ::
Address: dr 673267° ze_iI o)e> L..'" .
Permit #: ae, /co_or 5 S j
Packet Last Updated: April 2016
Page 2
DATA PRIVACY ADVISORY
In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we
would like to inform you that your request for a permit or license from the City of Orono or any of its departments
may require you to furnish certain private or confidential information.
You are notified that:
1. The information you furnish will be used to determine your qualification for the permit or license
requested.
2. You may refuse to supply data, but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary
to process the permit or license.
4. If your requested permit or license requires Council action to approve, some information may
become public.
5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private
data on yourself.
6. Your full name is required to process this application or permit.
Arg i1/4_ l--)44//
First Middle Last
e $' /—
Address
4001__ „SMI ' 7 lid / - Liq - 13`3.s
City State Zip Phone
I understand my rights as stated above.
Signature
Packet Last Updated: April 2016
Page 9
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address: 2-300 W i i L Ove CTS I) Permit No.: 201(0 - 00319
Description of work: _1.n—c9 ( 2-6 l�9"q• Date Rec'd: 5 .2(0 .1(i
%0 Jf)
Septic review by: e ./(--Z_ /.&..4C, Date Approved: (07/
l
Zoning review by: - Date Approved:
Building review by: ( ,(-1 �/�Lr Date Approved: (21.6?//�
Grading review by: ���— Date Approved: /000, /(
Zoning District: ION- I 6 Zoning File#: Reso#: Reso Date:
Zoning: Lot Area: SF/AC Width: Lot Coverage::, IVI'C SF %
Survey Submitted: Yes U No Date of Survey: 5 .2o ' i W Revised date(?):
Landscape plan submitted? 0 Yes 0 No Landscaper:
Proposed Setbacks:
15 „SD 0 S IS
Front(L Rear(St, (C) E W ) ( 0 S E � Other Buildings Wetland
Side Side
3 (oof f4: I IS ' 22.7 ' I 2.1'
Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour)
Perimeter(linear feet) = 50%= L.F. below grade
Basement? 0 Yes 0 No, Stories
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
The distance between the lowest proposed Slab at or above grade—
START WITH floor(of the basement or crawl space)and measure from highest existing
the highest point of the roof. START WITH grade to the highest point of the
roof even if fill was brough ' to
elevate home.
If you have a...
SUBTRACTION GABLE OR li PFED ROOF(no Slab below grade—measure
(BASED ON windows)• ubtract half the distance from highest existing grade to the
n t
ROOF TYPE) betwe hehighest point of the roof highest point of the roof.
to tlow point of the corresponding If you have a...
¢gable or hipped roof SUBTRACTION • GABLE OR HIPPED ROOF
• GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half
windows): Subtract half the distance ROOF TYPE) • the distance between the
between the top of the highest highest point of the roof to
window and the highest point of the the low point of the
roof ; corresponding gable or
hipped roof
• ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF
i
mansard,etc):No subtraction. /' (with windows): Subtract
SUBTRACTION Subtract the distance between the half the distance between
/(BASED ON basement/crawl space floor and the / the top of the highest
EXISTING highest existing grade adjacent to thewindow and the highest
GRADES) foundation OR 10 feet(whichever is less). / point of the roof
/ • ALL OTHER ROOF TYPES
(flat,mansard,etc):No
EQUALS Defined building height / subtraction.
Defined building height
EQUALS
Updated: October 2015
z:\forms\plan review checklist 10-2015.docx
Shoreland District MCWD Permit Average Lakeshore Setback Bluff
Met?
CI Yes XNo Permit Number: !(0 — 24 ❑ Yes 0 No (1 N/A 0
Ye No
0 N/A—see attached v Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
(circle one) (% and sf) (% and sf)
❑ YesNo ❑ Yes ( No
1 2 3 4 5 V I9--M � Type(s): Type(s): `�
Fees to be Charged YES NO
Permit lZ
Plan Review l/`
State Surcharge t/'
Investigation Fee V
SAC—Number of SAC Units L/'
Other(specify) V--
Square Footage $ per Square Footage
Basement X = $
1St Floor X = $
2nd Floor X = $
Garage X = $
Estimated Construction Value: $ 0 / v d 0
Orono Inspections Required Work Requiring Separate Permits
Footing 0 Site ❑ Plumbing 0 Grading/Filling
❑ Poured Wall 0 Silt Fence/Erosion Control / <Mechanical 0 Fire
❑ Foundation Survey 0 Hardcover Removal 0 Septic 0 Water Connection
❑ Foundation Waterproofing 0 Other(specify) 0 Fireplace 0 Sewer Connection
❑ Framing 0 Masonry 0 Lawn Irrigation
❑ Insulation 0 Mfg. 0 Landscaping
As-Built Survey 0 Other(specify)
Final
❑ Lathe Required State Permits
❑ Other(specify)
0 Well 0 Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
See Builder Acknowledgement Form
rior to relea -essr-caacmoney an as-builtshy anUhardcover calculations-m[fs'f be subm1ttedand approved.
Updated: October 2015
7\fnrmc\'Ilan rPVICAM rhorlrlict In_9f1c rinry
Builder Acknowledgement Form
Permit #2016-00599 / 2300 Willow Hill Drive
Builder Representative Name: Pre-_s t / 96' Pc e, /S
Permit Conditions: Initials
Erosion control mechanisms must be installed and inspected by the City prior to any land 111
disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to (
inspection.
Erosion control shall be installed and maintained throughout the entire project and must
remain until vegetation has been established. lall
Primary and alternate septic site drainfields must be marked off and protected during 01V
construction.
A haul route shall be submitted to the City Engineer for approval and inspection prior to j
commencement of hauling from the site.The property owner shall be responsible for cleaning I'
c '/
and repair of roadways for any adverse impacts.
Prior to the refunding of the escrow money an as-built survey must be submitted and approved. Iv
0
Advisory Comments
Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining
walls, etc. not currently shown on the approved survey and landscaping plan will require a
ill
j
separate Zoning Permit application to be submitted and approved prior to the work r
commencing.
Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the
height of the lower wall require engineered plans and a building permit to be submitted and `, ii>
approved prior to construction. J
w:\street files\willow hill drive\2300\builder acknowledgement form 2016-00599.docx
Christine Mattson
From: Christine Mattson
Sent: Wednesday,June 15, 2016 3:24 PM
To: 'ph-pools@hotmail.com'
Cc: 'nshah@subrad.com'; Roger Peitso
Subject: 2300 Willow Hill Drive/#2016-00599
Attachments: Escrow Agreement - Building Permit w Erosion Control 2016-00599.pdf
Pat,
I have the pool permit ready to be issued for the property addressed 2300 Willow Hill Drive. The balance of the permit
fee due is$505.12.
However, before I can issue the permit we need the property owner to sign the attached escrow agreement and submit
a check for$2,500. After the project is complete and all the disturbed areas have been established with vegetation,
please submit an as-built survey for our review. Once we have approved the as-built survey and inspected the property
to confirm the as-built survey accurately reflects the current site conditions we will refund the escrow money.
Please don't hesitate to contact me if you have any questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway Orono I MN I 55356(physical address)
PO Box 66 I Crystal Bay ! MN ! 55323-0066 (mailing address)
S 952.249.4620 8 952.249.4616
Pq cmattson@ci.orono.mn.us www.ci.orono.mn.us
Summer Office Hours: (Monday, May 23 through Friday,September 2,2016)
Monday-Thursday: 7:30 am to 5 pm
Friday: 7:30 am to 11:30 am
OUR OFFICE WILL BE CLOSED: Monday,July 4, 2016
1
1‘,o.44o
SWIMMING POOLS AND HOT TUBS
y Planning &Zoning Department 952-249-4620
C' www.ci.orono.mn.us
11. S H 00'
LOCATION \1 'V � r`f\u 'ilrik(fg-k
The hot tub or pool basin must be at least 10 feet from the house (incl ding a deck) and 10 feet from any other
structure. It may not be placed in a drainage, utility or similar easement.
Non-lakeshore lots
A pool or hot tub may not be placed closer to the street than the house. On a corner lot this requirement applies
to the narrower street frontage regardless of which frontage the front of the house faces or the address of the
house.
Setbacks for a hot tub or pool with a basin of less than 750 square feet
Zoning District Interior Side Street Side* Rear
R-1A 10' 35' 10'
R-1 B 10' 15' 10'
LR-1A 10' 50' 10'
LR-1B 10' 35' 10'
LR-1C or LR-1C-1 10' 15' 10'
RR-1A 10' 100' 10'
RR-1B 10' 50' 10'
Setbacks for a pool with a basin of 750 to 1,000 square feet
(:*
Zoning District Interior Side Street Side* Rear
R-1 A 15' 35' 15'
R-1B 15' 15' 15'
LR-1A 15' 50' 15'
LR-1B 15' 35' 15'
LR-1C or LR-1C-1 15' 15' 15'
RR-1A 15' 100' 15'
RR-1B 15' 50' 15'
Setbacks for pool with a basin of more than 1,000 square feet
Zoning District Interior Side Street Side* Rear
R-1A 30' 35' 15'
R-1B 30' 30' 15'
LR-1A 30' 50' 50'
LR-1B 30' 35' 30
LR-1C or LR-1C-1 30' 30' 30'
RR-1A 50' 100' 100'
RR-1B 30' 50' 50'
*This setback applies to unimproved street right of ways as well as to improved streets.
Special setbacks and approval apply to a "through lot" (a lot with a street to both the front and back.) Contact
the Planning and Zoning Department for more information.
Last Updated: January 2014
This is an information sheet. Every effort has been made to insure the accuracy of the information contained herein;
however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail.
Page 1 of 4
. .
231
WATER RESOURCE PERMIT APPLICATION FORM
Use this form to notify/apply to the Minnehaha Creek Watershed District(MCWD)of a proposed project or work which may fail within
their jurisdiction.Fill out this form completely and submit with your site plan,maps,etc.to the MCWD at:
15320 Minnetonka Blvd.Minnetonka,MN 55345.
Keep a copy for your records.
YOU MUST OBTAIN ALL REQUIRED AUTHORIZATIONS BEFORE BEGINNING WORK.
1.Name of each property owner: A/9,4/44/2 5 /.4,3.// _
Mailing Address: ..c 300 a.]:(4.(..al-0 4111 1)4L__. City: eb2 5)1 r, State: Zip;. 53,5 c-
Eznail Address: A/S#4 t4. ,5'uL ra ci , «.-v,. Phone:yS--,L 80G- fb'7 2-- Fax:
2. Property Owner Representative Information (not required) (licensed contractor, archi tect, engineer,etc...)
Business Name: /416774,- ,•vcd�,s Representative Name: MAi ,/ ,t✓ry
Business Address:e7 (7.5)z.),:.r , A71 e ,ilz,f ` City: S",-7,44.c.,c, State:' `a Zip:5's`/17_
Email Address: ,, k a, 1 ' r.:)--w L ,r�,r-. Phone:4,.5/• `f9i�, /399 Fax: !l 9
3. Project Address: ;, oz-14/41...,/-.41/-1.)/2 s _ _ City:_ 00P-c7)70
State: Zip: Qtr Section(s): _Section(s):_ Township(s): Range(s):
Lot: _Block:. Subdivision: PID:
4. Size of project parcel (square feet or acres): a36,, s4, 54 i:::-T---
Area of disturbance(square feet): 14.9ez." ra4 Volume of excavation/fill (cubic yards): 100
Area of existing impervious surface: $15Y Area of proposed impervious surface: a19 t
Length of shoreline affected (feet): { Waterbody(&bay if applicable):
5. Type of permit being applied for(Check all that apply):
EROSION CONTROL 0 WATERBODY CROSSINGS/STRUCTURES
❑ LOODPLAIN ALTERATION 0 STORMWATER MANAGEMENT
J WETLAND PROTECTION 0 APPROPRIATIONS
❑ DREDGING 0 ILLICIT DISCHARGE
❑ SHORELINE/STREAMBANK STABILIZATION
6. Project purpose(Check all that apply):
❑ SINGLE FAMILY HOME 0 MULTI FAMILY RESIDENTIAL(apartments)
O ROAD CONSTRUCTION 0 COMMERCIAL or INSTITUTIONAL
❑ UTILITIES 0 SUBDIVISIONS (include number of lots)
O DREDGINGANDSCAPING (pools,berms, etc.)
❑ SHORELINE/STREAMBANK STABILIZATION BOTHER(DESCRIBE):
7.NPDES/SDS General Stormwater Permit Number(if applicable):
8. Waterbody receiving runoff from site:
9.Project Timeline: Start Date:_ Completion Date:
Permits have been applied for: City ❑County ❑MN Pollution Control Agency ❑DNR ❑COE ❑
Permits have been received: City Li County`❑MN Pollution Control Agency U DNR U COE Li
By signing below,I hereby request a permit to authorize the activities described herein.I certify that I am familiar with MCWD
Rules and that the proposed activity will be conducted in compliance with these Rules. I am familiar with the information
contained in this application and,to the best of my knowledge and belief,all information is true,complete and accurate. I
understand that proceeding with work before all required authorizations are obtained may be subject to federal,state and/or local
administrative,c'vI1'ari 'ir criminal pe .•'"
��Iwor.re ...-- - _ orf" — _.------ -- --- 5 ; J
Sig 'tu of Eac roperty Owner Date
o o „
1
TUN 01 2°15
Erosion Control Supplemental Information
Final Stabilization will be provided with(seed, sod, etc): A k `rcn"3
and 6 inches of topsoil will be added/replaced prior to final stabilization.
Concrete Washout: Location of concrete washout
Off site i Indicated on site plans _Other(description): Contained on truck:
Vegetation: Protective fencing will be installed as necessary so as to exclude all fill and equipment
from the drip line or critical root zone,whichever is greater, of all vegetation to be retained.
Yes —Not Applicable _Other(description):
Inspections: An erosion control inspection plan is required for all projects.The inspection
requirements are as follows:
1) The individual identified as being responsible for implementing the erosion control
plan must routinely inspect the construction site once every seven days during active
construction and within 24 hours after a rainfall event greater than 0.5 inches in 24
hours.
2) All inspections and maintenance conducted during construction must be recorded in
writing and these records must be retained with the erosion control plan and made
available at the District's request within 24 hours.Records of each inspection and
maintenance activity shall include:
i. Date and time of inspections;
ii. Name of person conducting inspections;
iii. Findings of inspections, including recommendations for corrective actions;
iv. Corrective actions taken(including dates, times and party completing
maintenance activities);and
v. Date and amount of all rainfall events greater than 0.5 inches in 24 hours.
Provide the following information for the primary individual responsible for implementing the erosion
control plan: p
Name Ai>r76e. �ce7 F S
Organization
Phone S/ Ngo /3 9? Alternate Phoned f 2-?SO -I 241--
Email f h -pfof5 i!,v1.4 l C.- '
I certify that I am familiar with the requirements of the MCWD Erosion Control Rule and that the
proposed activity will be conducted in compliance with this rule.
Code
Sign e of App ' ant or Authorized Agent Date
JUN 01 2016
Approved B :
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, City of Orono
(..-.-=-0-,N,.
' Hardcover Calculation Worksheet
Property Address: (2O tUcr-,' r,:= <<E �J', l g.,,-,,,, .'e
�c
GvIL
��ESHOp' Prepared by: li, r. c i#1.„..(); .„., Date: _z o_,,6•
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 2:(PROPOSED HARDCOVEF
In the following table, identify all items of proposed hardcover on the property, keyed by letter to
Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are
intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as
necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify
any features oy letter which are split at the 75' setback line and calculate hardcover square footage
separatel for each portion.
Key to Total
Hardcover Item (Describe) Length x Width
Survey (Square Feet)
(Example) (Garage) (24'x 30') (720 S.F.)
A r77,-,4 s ' ,.j ., 2976" S.F.
B /' C'0:YEA rd /7%,,I.;?.,a 2_36 S.F.
C !' ' 24 ,< 83 S.F.
D `" A'Ack'-' 4R1s`6-'.t-41 5 F Le,s,. S.F.
E Ce<,'(.:'/.�7. A'/<'1.C6s'' 144 7,C `/27 S.F.
F 1.' /C.!.4 G.17-0,:.-'e 62I S.F.
p S.F.
G '' jTr'/,'A Lr P 7.t+gr'f..+ --i-:.� J --$-,' �✓'� 4'''
H i; .A76-7--.,: ,,--,"4"' r 1: s•:S t /O //: /We rC4; 2 5/0 S.F.
I to "7-(s/i6- S.F.77Ei,,S .t'5
J /' i:.;,e Crit .: Alf: 6".,'C s*aF S.F.
K iitj,,I.:7,`in, d' 'r,.;n 41 -.r0--v ,1 P..e 1 c/o S.F.
L 40 /2 Pic 4T ?,?rS.F.
M 1 a ,r7,:i V d01 -+'/D 2 2 c> S.F.
N ii '-'o.:,_ ,E"'c. ';;`r tQ 2 j S.F.
p S.F.
p S.F.
Q S.F.
R S.F.
s S.F.
TS.F.
U — S.F.
✓ S.F.
W — S.F.
X S.F.
y S.F.
z S.F.
(1) Total Proposed Hardcover 11.5"Vg S.F.
Excludable Hardcover(See City Code Sec 78-1684):
.1, 14ET,.4 ftv/A.%rd .L.7 2 yG S.F.
S.F.
S.F.
S.F.
S.F.
(2) Total Excludable Hardcover 2 `la S.F.
(3) Net Proposed Hardcover [Subtract line(2)from line(1)] /, 30 5 S.F.
(4) Total Lot Area 2 E, Z.5"6. S.F.
Proposed Hardcover Percentage [(3)÷(4)] y 7, %
This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained
herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail.
Page 9 of 9
Reviewed for Code
Cp!iance City of Oronopits '
ao%
Rgvie�nter = .
'''_A
•
A-FRAME DETAIL DECK SUPPORT DETAIL
SHORT BRACE
��
113 A-FRAME
BRACE
20' 48'-4'
PANEL I PANEL
6' GI, LON BBRACE
• I I - •I STAKE
HORIZONTAL
BRACE
44' NOTE:
l) DEPTH AND SHAPE OF POOL MEET MINIMUM STANDARDS
OF THE INTERNATIONAL RESIDENTIAL CODE 2009 AG103.1
(ANSI/APSP-5) FOR RESIDENTIAL USE.
2)A MEANS OF EGRESS FOR BOTH THE DEEP END AND THE
SHALLOW END OF THE POOL MUST BE PROVIDED AS
REQUIRED BY ANSI/NSPI-5 SECTION-6.
3) BUILDER TO PROVIDE A MEANS OF EQUIPOTENTIAL BONDING
IN ACCORDANCE WITH NEC SECTION 680.
NON-DIVING POOL 4)ALL A-FRAME BRACES WILL BE MOUNDED WITH A
MINIMUM OF (I) CUBIC FOOT OF CONCRETE, OR A 6'
POURED CONTINUOUS CONCRETE PERIMETER COLLAR.
5)'NO DIVING' LABELS TO BE INSTALLED AROUND PERIMETER
OF THE POOL.
6)ENTRAPMENT AVOIDANCE MUST BE INSTALLLED IN ACCORDANCE
WITH ANSI/APSP-7.
INTERNATIONAL SWIMMING POOLS NOTES SWIMMING POOLS ARE DANGEROUS WHEN USED IMPROPERLY. N T E R P ❑ L
NEVER DIVE IN THE SHALLOW END OF ANY POOL. CONSULT WITH THE DIVING BOARD AND SLIDE POOL PERIMETER: 128'
MANUFACTI ER(S) AND THE ASSOCIATION OF POOL AND SPA PROFESSIONALS (2111 EISENHOWER AVENUE
ALExANDRIA. VA 22314 (703-838-0083)PRIOR TO INSTALLING DIVING BOARDS AND/OR SLIDES ON POOL AREA: 880 SqFtTHIS POOL TO X
FOR
ALLOWA E INSTALLATIONE SOFOTHEIR OL EPRODUCT(TS THE S)IONETHIS NT AP OL. INTERNATIONAL SWIMMMNUFACTURERS MINIMUM INGSPOOLS IS 20' 44' RECTANGLE
NOT RESPONSIBLE FOR THE POOL'S INTERIOR DETAIL, RATHER THE LINER MANUFACTURER MUST ENSURE
THE INTERIOR MEETS A.P.S.P. AND A.N.S. I. STANDARDS. IT IS THE RESPONSIBILITY OF POOL BUILDERS.
TOWN OFFICIALS AND POOL OWNERS TO FOLLOW ALL SAFETY GUIDELINES OF THE A.P.S.P., LOCAL DATE: 05/13/16 SCALE: NONE
ORDINANCES, AND EQUIPMENT MANUFACTURERS.
DRAWN BY: P.T. ACADREF:CDRT2044H
.l �✓ 7``�F7 —I `p\� i y s�L V f i i.r%."...q.....)
.\
• 87 CO.Rd.C.W.
"NO DIVING"LABELS MUST BE INSTALLED VE 4ewSt'as. o
AROUND SHALLOW END OF POOL IN
(� `6�3� `� g ', lk ACCORDANCE WITH LINER MFG.DIRECTIONS. 1 r
' I 1 T
IT
Is, T CORNER DETAIL
IIS -- --
I ;� t �a'. ; PANEL
6 Er LI•
ORNE
FILLER
il •
II 4
•-12"
r, ` 90 DEG CORNER
, AdlArillillibillibd " .
LI v f
I�.�'
43/8 X i'NUT&BOLT
O
� f
/ t
F c_- j '—. RIM COPING
OPTIONAL STEP sy CONCRETE
B coPING
•�
, !DIM. POOL SIZES
- i P18X-36-20X40
s -•'
L INg �-A I lbX. G 18X36-20X40 / I i r -
•
A I6'-0` 18'-O' 20'-O' TEK SCREW
C. I WATER - - PANEL
6'-0' LINE ( 3 B 32' 0` 36` O' 40'-0"
MIN, II D 2 rnir 9 42" C ' B'-0' 8'-0' 8'-0'
I
�•` i. L_ D 1 3'-4'I 3'-4' 3'-4'
C
/ •4,,,,.,.c //. //,vc i/.o s� E 4'-0' 4'-0` 4'-O'
/ �"' �' UNDISTURBED F 6'-0' 8'-O` 1O'-O')
-_ .// EARTH G I4'-O' I4'-0.' I4'-O"
�
�`, ' 2" SAND OR 'H 8'-O' IO'-0` 12'-O' •
y ,.y/�/ // ' c V ERMICUUTE I 4'-0' 4-0' 4'-0'
l 8"0" /0`-0`( I2'O'
E -�-- F I G H x I35'-9' 40'-3' 144'-9' BRACE DETAIL
NOTES: I 1
-DIAGONAL BRACE
1 THIS IS A TYPE II POOL IN ACCORDANCE WITH N.S.P.I STANDARDS •
JAN. 1989 AND BOCA CODE 1993 - SECTION 421 PANEL LENGTH NO.OF,
2 EACH BRACE WILL BE MOUNDED WITH A MINIMUM OF 1 FOOT OF 14' 0"� 8'-O' 9' O' BRACE
CONCRETE. PANEL
3 MAXIMUM LENGTH OF DIVING BOARD - 8'; JUMPSTAND - 6'. 16 1LENGT - 4
4 "NO DIVING" LABELS MUST BE INSTALLED AROUND SHALLOW END 322 WIDTH I - 2 I — I I I 14 SEE NOTE 2
OF POOL IN ACCORDANCE WITH LINER MANUFACTURES I8 ' ENGTHI - - 1 4 3 j ,
INSTRUCTIONS z ' -
�/ / / / /�}/f// /(// /// 1p WIDTH - I' 2 1
ARIsfis\.i / XO LENGTH - 5 - 44.2 `.fir .v s-
/ 40 WIDTH I 2 - 2 HORIZONTAL_BRACE
✓// / / / / / / / •
_ /
SWIMMING POOLS ARE DANGEROUS WHEN USED IMPROPERLY! CONSULT YOUR TAKE
DEALER FOR SAFETY INFORMATION ON THE SAFE USE OF SWIMMING POOLS. ra1.,.44Ca
IT IS THE RESPONSIBILITY OF TOWN OFFICIALS,BUILDERS AND HOME OWNERS TO SPECIFICATIONS "
... --'- N U ST O N SUPPLY C O_
FOLLOW ALL SAFETY RECOMMENDATIONS OF N.S.P.I.,ALL LOCAL ORDANCES 16 X 32 I 18 X 36 20 X 40 ! ''''.-" I
« `I ' "-"""ALBERT
AND EQUIPMENT MANUFACTURERS. I •4 -••-
•
AREA-SQ.FT 512 648 800 --<•_^• T` STANDARD RECTANGLES
GALLONS 119,500 24,600 30,500 I/4' WITH 6' RADIUS CORNERS
N.
erF�0 High 'Performance Pump .1 •
rk
When outfitting your new pool or x .:;� 'F ''''
looking for a superior replacement for a
+ -• , Hayward'"Super Pump%SuperFlo drops \ '.'.f
,, - right Into place with ease to minimizeiiiiii..,,,, • _
•' 1 •. ;•r,, installation time and expense. >
Heavyduty motor for long service life. . rr ,'
4
(' ` Superior hydraulic design and ,
,' ,. ,,,,.,�'" • thick-walled body parts deliver ay, �
\-,
\eolte
L. . r, super-quiet operation. :E ', :y
e
1
The strong, silent type
The SuperFlo®high performanc pump meets all the criteria Performance Curves
for a superior pool,spa or wate feature pump. It's super
energy-efficient,super quiet and super easy to maintain. Plus, as= 110 --:1/2:p3;15:10118ghhPHssppeeeded
--- Hlgh Speeed
it's designed with innovative mat rials that will stand up to the30_ 100_ -- / PlghSpned-- Hlgh Spend
most demanding installations an conditions. Whether you're : —»
•-•�� �h HP High Speed
choosing your first pump or rep acing older technology, b 2250
S' 00—
SuperFlo is definitely a super ch ice, 20'
It60—
Self-priming for quick,easy start t-up. pp 15 : 1 _-_ —•'""
115-volt or 230-volt models available. 10: i SpeedRPM ''',,•\
Performance and pressure tested to ensure superior quality. S
0 r r 1 A I I I I I
-• UUCUUNSF certified. 20 40 60 00 100 120 140 160
U.S.Gallons per minute
One-year limited warranty. Se warranty for details. ' ' ' is ' 0 1s io is io is
Cubic Meters per hour
Availabl from:
•
z. VT Pool Products'
,-colt';.-''..e.;‘,.. r,r; 1 veti- Becaus reliability matters most® •
,4.tt, r �M; www.p ntairpool.com
,>. Y - . . • fL,t� ":�s.i./ ,t-:„.•`'fir . Phone: 00-831-7133
pumps •filters,'heaters; heat pumps.'automation I lighting, cleaners I sanitizers:water features I maintenance products
sre, rrn�rnn n"",... na, r n ,, ,,c ,, nu.,ti,•. -a
, „
. ,
. .
Techni al D • to
1
' ' - �l and Mill��.g1ta. volt G • s Heaters
, . . .
F B I
`4418f ye4TfR
041 /NST4ilto
I 4(04 Nip",
Rf(rlY
FLUE
I
I _ 0•__ fURFQ�fj �f
4-3/0` 1 I.7/0'
D—III (04f0 ASND
(0•�0•nsME1 -•--
INDOOR
U _I_.. p (mi�onme1
DRAFTHOOD O • (Nom=.)
32-11/10• • 40• osSIG
30• FI.ICTNdddAAA1 Va =d1 STAIITI F.SS
CONN[C •1 . 0 o OUT00041 TOP 4 (w)
o
26.5/0' 0 0(205/0'nSME) • ®
13-1/4• "- — 0 0
OAT R i1
`°NNECTIOU '
1 . I__•__ Amp Draw
120 volt 240 volt
A 20'
Digital 4 2
Shipping Weights (lbs)
BTUH (A) (B) (C) wl Polymer wl Cast Iron
Headers Headers
Heater Input Cabinet Flue Indoor (D) (J) Gas Water and Stackless and Stackless Indoor
Model (000) Width pia. Drafthood inimum Conn. 4onn. Top Top Drafthood
R206A 199.5 20" 6" 61-5/8" 10" 1-3/4" 3/4" 2" 187 206 12
I _ .
R266A 266.0 23" 7" 62" 11-1/2" 11" 3/4" 2" 210 229 15
R336A 332.5 26" 8" 63" 13" 0-5/8" 3/4" 2" 230 249 17
I R406A 399.0 29" 19" 64-1/2" 14-1/2" 2-1/8" 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"; . Millivolt heater usin: natural gas is "MN".
Prefix "P" is for plastic (polymer) headers; "C" is for cast iron ASME) headers.
Suffix "X" is for cupro-nickel tut ing; "C" is for copper tubing
Example: P-R406A-EN-X = Plastic headers, 406 model size, divital, natural gas, cu ro-nickel
Reduce input 4% for each 1000 feet above sea level when ins'alled above 2000 fee elevation.
Manufactured under Patent No. ,623,458.
Plastic (polymer) headers cannot be used for installations req iring ASME certification.
s
ailif � Vis.... ,
11
L......�r Hheone Company
Swimming V 11111.E i n. Pool o l i1 n d Spa l n
V g � Tho Pool and Spa Floating Exports"'
Iorts"'
Heating Pro ucts
ry
CLEAN & CLEAR® FLUS
•, . ... . - .. - ...,...:, . :. •1:, , ..: . - .. • .
.. . .
CARTRIDGE FILTER . . , =�„
n..Glamp ring for safer and quick access to cartridges • b ; 1
9!rw. ,y r I 1 ,
•
.Single-piece
fiberglass-reinforced polypropylene,', - • „ :,• !dill„t „t l „...1,,',11,4 :.; • ,
r•, ,; tank for strength and corrosion resistance . . ii—1.. , ...II-
2”plumbing for maximum flow and faster water, +
cleaning ? —: ,
Easy access 11/2"drain makes proper winterization , -
fast and simple Y . ,t,
7ta.v yr/'
h ll .i(vt. i r1
•
•
•
fr-7'
9.ti„ is ' • .. .. • t.."'
•
•
•
Model ,•Filter Area • Vertical*. ' . Enter FIoW Rate GPM ;•Turnover Capacity-Re ,•(Gallonsl
• Number Sq.Ft' Clearance ,, Diameter 'i' Res*s t` ',coni.::.,',.;-::•8' -hrs ,10 hrs - -12 hrs.-.;
CCP2.40 24056" 21.5" 90 90 43,200 54,000 64,800
CCP320' 320 62" 21.5" 120 120 57,600 72,000 86,400
CCP420' 420 68`' 21.5" 150 150 72,000 90,000 108,000
CCP520' 520 74' 21.5" 150 150 72,000 90,000 108,000
'NSF Listed
*Required clearance to remove litter elements
"Maximum Ilow rate
FOUR CARTRIDGES IN A COMPACT DESIGN • Continuous internal air bleed helps prevent air build-up
to keep the filter aperating at peak performance.
Clean & Clear1°Plus Cartridge Filt 'rs contain four polyester
cartridges that hold enormous am unts of dirt,yet are easy to • Single-piece base and body for strength,stability and
clean.The fiberglass reinforced to k halves are secured with an years of dependa ale service.
innovative clamp ring—just loosen the ring and remove the top • One-year limited arrancy. See warranty for details.
half for easy cartridge access and 6nsing. Filter maintenance
doesn't get any easier.
I AVAILABLE ROM:
,
›'►› PENTAIR
WATER SOLUTIONS, 1620 HAWKINS Ave,SANFORD,NC 27330 800.831.7133 WWW.PENTAIRPOOL. OM
All Pentair trademarksand logos are owned by Pentair.Inc.Clean&Clear'and Eco Select'are registered trademarks of Pentair Water Pool 1 d Spa.Inc.and/or its affiliated rompanier.in the United States and/or
other countries.Pecause we are continuously improving our products and services.Pentair reserves the rir,ht to change specifications without prior notice.Pentair is an equal opportunity employer.
pumps/filters/heaters/heat pumps/automation/lighting/cleaners/sanitizers(water features/maintenance products
I 'EASY= K �'IAYrWA �1 AUTOMATIC
. covE
PRESSU E STYLE
��,`;, . ;: : C ILO I Ifs E FEEDERS
:•, i 4-. .-. _ 1;s7. velar VMA
1 _ ,;"!,;•:4,:, .1:4 ::;;Pi.
.`i.
t
';^ FEATURES:
r •' ; ' ''x �. ; EASY-LOK COVER ASSEMBLY has thread-assist
t • .CHAhQjIBER•?. mechanism to provide dependable sealing plus conven-
t
font access foradding tablets or sticks.
' + t• :`: CHLORINE CH IVIBER has extra large capacity.CL-100
series feeders h Id up to 4.2 lbs, of Tri-Chlor tabs, while
i ,F•',– INTEGRAL. the larger CL-20 series has a 9 lb, capacity to meet the
FEEDER =; ;,DIAL,, :•
r '! i ' • REGULATING' requirements of all sizes and types of pools, Corrosion-
T' ' ; ' f, '1 i ►, •;
„ r.ei
IR
trilllilial:if
Pro essional Se ice Industries, Inc.
. Pitts i'urgh Testing L-boratory Division
TESTED FOR: Cover-Pouts, Inc. •
ATM,: Keay Ragsdale PROJECT: Pool Cover SafetyTests
68 East 3336 South
Salt Lake City, Utah 9.1115
•
DATE: August 19, 1993
UR REPORT NO.: 700.30110-001
On August 16, 1993, Professional Service Industries was •ntacted by Cover-Pools, Inc. and asked that
PSI review ASTM Standard F 1346..:1 to see if tests pe armed by PSI in May end June of 1980 meet
the standard performance specitica on of ASTM P1346 91. The standard was reviewed, and tests
performed by PSI meet the require ants of ASTM P134.-91. The following Is a report Issued by PSI
to Cover Pools, Inc. are of Pool Cov:r Safety tests Which eet the criteria of ASTM P1346-91 (formerly
ASTM 4513).
On May 31, 1990, a representative •f Professional '
Serv'.a i
Cover-Pools, Inc. located at.139 Eat 3335 South, Industries was at the Corporate Offices of
Salt Lake City, Utah 84115, to perform safety
requirements tests on Cover-Pools, In .,Save-T Cover IIs_fety covers. The safety tests performed were
in accordance with ASTM ES 13, Enie •ency Standard Pe ormance Specification for Safety Covers and
Labeling Requirements for all covers for Swimming Pools, Spas and Hot Tubs.
A 16'x 3 ' pool was located at.the Co ••orate Offices of Cover-Pools, inc. The pool was equipped with
an under track Cover-pool safety cover and top track MTh/ mai).Cover-Pool safety cover. The tracking
systems ere connected to a redwood deck, with the conn ions at two feet on center along the length
of the dek. The safety cover fabric used in the under ck system had a physical property of 16.2
oz/sq. yd. The safety cover fabric used in the top track sy tern had a physical property of 13.2 oz/sq.
yd. •
STATIC LOAD TEST
The static load test was conducted on bath Cover-Po 1 safety covers In accordance with
section 9.1 of ASTM ES 13. The weights used we weighed using a calibrated scale
which is traceable to the Natio al Bureau of stands ds. The three weights used each
had an area of one square foot. One weight weighs 51.0 lbs„ one 210.1 lbs. and one
22 .3 lbs. The total weight u d for the static loadests was 487,4 lbs. Three points
we tested for static load on e ch Cover-Pool safety cover. The locations of the three
poi is are as follows:
4' from the end 'of the pool in th-•center.
10' from the end of the pool In e center and in the center of the pool.
Both Cover-Pool safety covers et the performance quirements for the static load test
as outlined in ASTM ES 13 sect on 7.1.
2955 South Wast Temple Street • Salt La.e City, UT 84115 • 801/484.8627 • Fax 801/487.3312
td' 02
•
PERIMETER D -�r'i_1~C7'10 TEST .
The perimeter deflection est was conducted on both Cover-Pool safely covers in
accordance with section 9.' of ASTM ES 13. nth a 50 lb. weight placed 4' from the
edge of the pool on top of he safety cover, the test object was unable to pass through
any opening at the perimeter of the pool. 8 th Cover-Pool safety covers met the
performance requirements or the perimeter de action test as outlined in ASTM ES 13
section 7.2.
SURFACE DRAINAGE TE T
On June 12, 1990, the su co drainage test w s conducted on a Cover-Pool safety
cover which was installed o a local private pool. The tracking system was an under
track system. The pool d nslons were 14.17'x42.5'. The surface drainage test was
conducted In accordance wi ASTM ES 13 section 9.3. Water was applied evenly at
a rate of 11.7 gpm per 1000 sq. ft. A small sump pump, with discharge capacity of 20
gpm, was placed at one en of the safety cover with the discharge hose snaking the
ength of the pool, on top of e safety cover, anc discharging at the opposite end from
he pump. The water was a.plied for 30 minutes with the pump on and In place. The
water was then shut off and e pump was allowed to run for an additional 30 minutes.
The test mannequin (Timmy was then placed u on the safety cover. At the end of 3
minutes after placing Tim upon the safety ver, an unsafe amount of water as
described in ASTM ES 13 se ion 9.3,1 did not ex st. The Cover-Pool safety cover met
the safety requirements as o dined in ASTM ES 3 section 7.3.
All safety covers and equipment test:d were standard as provided by Cover-Pools inc. Safety covers
were installed according to Cover-Pd.fs, Inc. standard in'tallatton criteria.
inspector; Jerry Mall
f1eaA.T1 ,MMJGEu{MY TO Puma*mann TC$TEO.
R[POHT1 Y NOT ON RV0004/C10.INCEPT N rug„YNOtooT
YYfpTTNN + -• • NY Pet Nc•
Reapea ully submitted,
Proross ono! Servk'e lndustrlas, Inc.
Arty G. Hall
daps ant Manager
TOTAL P.02
. . ii omatic SKimmers Toy.,
AUTO-SKIM" SERIES FOR IN-GROUND VINYL AND FIBERGLASS POOLS
SP1084 Auto-Skim"Series Shimmers for vinyl
and fiberglass pools are large capacity pre-
y cision automatic skimming mechanisms for
residential and commercial pools.Molded of
• rugged,non-corrosive ABS,it's non-corrosive . „ :.. - "
.,
and non-conductive. • a
rt S r::0.,:.':;E7.
The SP1085 Auto-Skim Wide',Track Series .r? ° ' I •
Skimmers are molded of dur4ble,non-corrosive �. i _� mac
ABS.A wide 15'/="skimmer 'ace opening t • 1*. , i, • 1 7,+ • •octr, "
allows for maximum skimming action. • . f, s;. Iv •
The Float Valve and Equalizer Kit provides I, '.=;y : ; ,s
•
i F maximum flexibility for your swimming pool ''''
application.Commercial application needs can NSF® NSF®
be met by adding the kit to any of Hayward's
SP1010 or SP1080 Series Skit!nmers. L _
SP1084 Auto-Skim SP1085 Wide Track Auto-Skim
Applications
1„ •In-ground,vinyl,fiberglass,residt ntial or In-Ground (Vinyl/Fiberglass) Skimmer Buying..Guide •
,....i commercial pools All vinyl/fiberglass pool skimmers are packaged with face plate,gaskets and screws.
, Features Model Pipe Cover Throat Ctn. Ctn.
Number Size Style Length Qty. Weight
,; •Snapin weir adjusts automatically to 4 "variation —
SP1080 Auto-Skim Series
in water level SP10841" 1 %z"FIP Square 8'W 1 13 lbs.
,•1,• •Optional extension collar allows /"additional SP10841R 1 W FIP Round 8 h" 1 13 lbs.
1. vertical height SP108410M 1 /"FIP Square 8'W 1 13 lbs.
SP1084 2"FIP Square 8'k" 1 13 lbs.
; 1±: •1%"or 2"FIP threads for piping versatility
I "Skimmer package will also include extra long 1,4 screws.
•Integral Flo-Control Slide Plate 1 •OM Designation denotes thru wall outside mount on metal wall puuls.
",l• NOTE All SP1080 Series skimmers are availably with the float and equalizer kit to meet specific NSF commercial requirements.
.
•Optional float/by-pass valve provides a main-drain thru
Auto-Sk m Wide Track Series
,k' skimmer system plus an automatic safety by-pass for
SP100510M 1'W FIP Square 12'/a" 1 17 lbs.
low water conditions SP10852' 1 %z"FIP Square 9 W 1 18 lbs.
SP108520M 1'h"FIP Square 9'/; 1 16 lbs.
•OM Desigiation denotes thru wall outside mount on metal wail pools.
"Skimmer package will also include extra long 1'A'screws.
• Auto-Sk m PT&Economy Series
--t SP1097 11/2"FIP Round 12 W 1 9 lbs.
Clip Art
Model Cm. Ctn.
.1rti,-. Number Description Dry. Weight
f `�'-r�• . 0:".". '. .."- -. •_,--•• Accessories
(I�:�� 1. �. . .," SP1084F Face Plate Cover "Snap On",for SP1084 30 11 lbs.
�"- Skimmers whit
SP1085F Face Plate Cover "Snap On"•for SP1085 18 10 lbs.
yr •/ Skimmers–whit
SPt084t 5'108510M SP1078 Equalizer Valve f r SP1080 and SP1070 Series 25 4 lbs.
SP1082Fy Float Valve Asse bly.For SP1000 Series 24 30 lbs.
SP1080••I EKIT Float valve and e ualizer kit for SP1080 Series skimmer 10 15 lbs.
�
� i (NSF listed for co mercial applications")
14141,7_,
SP1082G Skimmer-to-Main Drain Valve Assembly for SP1082, 24 18 lbs.
SP1084 and SP1 75 Series
• ,� SP1084P Extension Collar or SP1082,1083,1004 and 1085 Series 50 38 lbs.
_-ase "For commercial applications,add the kit to an SP1000 Series skimmer to make a commercial skimmer.
BUY
SP1082FV SP1097
r•
For replacement parts see pages 234-236. WAYWARD 81
aueuon uutuets ably
, . .For concrete or vinyl/fiberglass pools, Suction Outlet Buying Guide
Hayward U.L. listed suction outlets are
available in a wide range of styles and Cover
Model Replacement Cover Open Pipe Size Cm. Ctn.
sizes to satisfy any installation require-
Number Number* ,imension Area Side Outlet Bottom Plug Qty. Weight
ment.Whether you install frame and Suction I utlets(Concrete)
grates,for residential or t ommercial SP1051AV'AK2 WG1051AVPAK2* 3/r"Dia. 7 in 1 'k"FIP 1 /"FIP 6 35 lbs.
pools,or sump-type drains, Hayward SP1052AVPAK2 WG1052AVPAK2* 3/4"Dia. 7 in? 2"FIP 1 1/2"FIP 6 34 lbs.
suction outlets set the standard in SP1053AVPAK2 WG1053AVPAK2* 3/4"Dia. 7 in. 1 'k"FIP 2"FIP 6 32 lbs.
quality and value. SP1054AVPAK2 WG1054AVPAK2* 3A"Dia. 7 in? 2"FIP 2"FIP 6 33 lbs.
Deluxe Suction Outlets with ad ustable plaster collar(Concrete)
Hayward SP Series Suction Outlet SP1153AVaAK2 WG1153AVPAK2* 3/4"Dia. 7 in. 1 'k"FIP 2"FIP 6 32 lbs.
Assemblies comply with provisions of the SP1154AV°AK2 WG1154AVPAK2* 3/4"Dia. 7 in? 2"FIP 2"HP 6 32 lbs.
ASME/ANSI A112.19.8M-1987 standard. Frames and Grates(Concrete)
'SP1030AV1PAK2 WG1030AVIPAK2* 7/3"Dia. 7 in.' — — 24 46 lbs.
Hayward WG Series Suc>rion Outlet SP1032PA<2 WG1032PAK2* 2"x 12" 68 in.t — — 8 47 lbs.
Assemblies comply with provisions of SP1033PA<2 WG1033PAK2* 8"x 18" 168 in! — — 4 28 lbs.
the ASME/ANSI A112.19.8M-1987,2007 tAvailable it gray and black.Add GR to m del#for gray or BLK for black.
Suction Outlets(Vinyl/Fiberglass)(Includes gaskets and screws)
standards. SP1048AVPAK2 SP1048AVPAK2* 3/4"Dia. 7 in! 1 'fi'FIP 1 'k"FIP 6 37 lbs.
SP1049AVI'AK2 SP1049AVPAK2* 3/4"Dia. 7 in.' 2"FIP 1 '/z"FIP 6 36 lbs.
.,, NOTE:*Beginning 1st Qtr.2008,all suctio outlets,except SP1032PAK2 and SP1033PAK2,will include new
• D WARN I ISG covers.The replacement numbers are indi ated above.
a Read and follow all instructions. Model Ctn. Ctn.
Failure to follow instructions can Number Description Qty. Weight
r cause severe in u and/or death. —�
f Accesso les
•A minimum of two functioning stiction outlets per SP1048RK T* Suction Outlet Accessory Kit 10 8 lbs.
pump must be installed.Suction outlets in the same WG1051 X Adjustable Pla ter Collar(1")for concrete Suction Outlets 12 4 lbs.
plane(i.e.floor or wall),must be installed a minimum
of three feet(3')[1 meter)apart,as measured from WGX1048 BLK Suction Outlet over only–black 10 5 lbs.
pipe center to pipe center. SP1048AV Suction Outlet umper.Fits Hayward AV drains to keep 10 3 lbs.
• Dual suction fittings shall be pl ced in such locations automatic suction cleaners off drain cover
rand distances to avoid"dual blockage"oby a user. WG1048E Suction Outlet Cover for Wall Installations(72 gpm) 10 5 lbs.
�-- "For use wi h SP1051AV,SP1052AV,SP1053AV,SP1054AV,SP1153AV,SP1154AV.
•Dual suction fittings shall not b located on seating
areas or on the backrest for such seating areas. Relief V.lye and Suction OutletrCollector Tube
•The maximum system flow rate hall not exceed the SP1056 1 'f' MIP Hydrostati, Relief Valve,Spring-Loaded 25 6 lbs.
flow rating of any listed(per ASME/ANSI Al12.19.8M- SP1056T – Installation an Removal Tool for SP1056,1057 20 36 lbs.
1987)suction outlet cover instaled. SP1055 1 1/2"/2" FIP Collector(P bble)Tube,12'long-slotted 25 9 lbs.
•Never use Pool or Spa if any suction outlet component
is damaged,broken,cracked,mi'Issing,or not securely
attached. I
• Replace damaged,broken,cracked,missing,or
not securely attached suction o4tlet components
immediately. clip in
• In addition,two or more suction outlets per pump
installed in accordance with lat st APSP, IAF Standards , "',...,7
and CPSC guidelines,follow all ational,State,andaania cash 'r '.a ;;'"*' I
Local codes applicable.
ou "4r
NOTE: Soo"Guidelines for Ad ressinp 1 ) Y G �
Entrapment Hazards with Pool and Spas,' �� I. �r
U.S.Consumer Product Safety Commission, .P1153AV SP1051AV WG104B
Publication#363-009081,(301)504-0400 or
www.cpsc,gov/cpscpub/pubs/363.pdf.
For replacement parts see paggs 237. HAY'WARD 83
Undrwater Lighting totally
- COLORLOGIC®12.5 LED POOL AND SPA LIGHTS
•
Forget about lighting as you k ow it,
ColorLogic's patented Chrom core®
technology combined with a 1 icro- ti ,
processor and the most advanced LED's '
in the industry to deliver high intensity ; '�, �;` ! ; y, '• °
• r s T 4-
and an unmatched selection of colors. .. r°,t, , ,tFsQ.;-,A`.. t•L;.:. .::Y+•� ry j f ` 1;'a
: y't s 1 •• }` .•:, •• +S'.l AT
ColorLogic is the most energy',,efficient • '' ° '`"k,:.M� r„��� tiv + 1'r"
a, + t r1 i t t ;+tj TF! u d��s�tr'Cl,A-.. � ' t `` 4�,�tTyrc
colored lighting technology available in e.+.4•r,f,., 11 t t,! T.1 > . hl° ` ,-�53Q7`tT ,flt c(,t"'';1 G�;
••.••••:4••••••t.•:• ftj ��.' /. Ql+� +r � lyl, ,v� c+ h r9 ,+p!-,
the industry. •r+��, j4>;. c o• .1 c',. ,l.,A•ti " ' :,
" Aft P�.i♦' S .•..*«+.k«7... m 4, 11 >
Sychronicity of multiple lights is a breeze `�, s,,;.t,;, ', .,.,, } •r,'.:
as the microprocessor is identical in all r;'r „
r T T ••,.
ColorLogic pool and spa lights. 45 �sINi• ' •
Hayward leads the industry it offering •' '
•
the latest in LED lighting techology '
providing the widest spectru of color •
choices,plus unmatched performance
SP0523LED50 with plastic faceplate SP0523SLED50 with stainless steel faceplate
through these features:
•
Features COIOrLOgiC 2.5 LED Pool Light Buying Guide
• 12 preset programs—5 fixed colors and 7 color-
changing shows Plastic Stainless Steel Cord Ctn. Ctn.
•Sealed unit requires no maintenance Face Rim Face Rim Voltage Length Qty. Weight
•Ability to synchronize 2 or more lights for pool Low Voltage
and/or spa SP0524LED5C SP0524SLED50 12 Volt 50 ft. 1 13 lbs.
SP0524LED100 SP0524SLED100 12•Volt 100 ft. 1 19 lbs.
• No moving parts
Line Voltage
• Offers the industry's only integrated feature of SP0525LED3C SP0525SLED30 120 Volt 30 ft. 1 9 lbs.
15 seconds of white light at start-up SP0525LED5C SP0525SLED50 120 Volt 50 ft. 1 11 lbs.
• Longer life than halogen,metal halide,or SP0525LED1C0 SP0525SLED100 120 Volt 100 ft. 1 151/2 lbs.
incandescent bulbs
•Patterned thermoplastic or stainless steel face
rims available •
• U.L.listed for fresh water ColorLogic 2.5 LEO Spa Light Buying Guide
• 12 volt and 120 volts available j Plastic Stainless Steel Cord Ctn. Ctn.
Face Rim Face Rim Voltage Length Qty. Weight
Low Voltage
SP0532LED50 SP0532SLED50 12 50 1 81/2 lbs.
SP0532LED100 SP0532SLED100 12 100 1 13 lbs. -
Clip Art : SP0533LED30 SP0533SLEO30 120 30 1 81/2 lbs.
;�(_, , SP0533LED50 SP0533SLED50 120 50 1 101/2 lbs.
ha c ;? SP0533LED100 SP0533SLED100 120 100 1 15 lbs.
I',� .7 ' l; .j See Niche Chart on page 76
75, 14ftUr+r,t ,' t;e,. L .tort,,+I 1,l' ,
m•.••..'.:'� \}:, \ ,,,''-' '/ Special Note: I aywerd does not recommend tie inst1rllation of these 12 Volt lights with cable length above 50'(voltage available to
�"•�. �� •':.-4V, the light is diminighed to a level that significantly roduccs light output).Hayward does not recommend the installation of 120 Volt lights
with cable lengthiabove 150'.for 12 Volt lights requirin£longer than 50'cable or 120 Volt lights requiring longer than 150'cable,
I Patterned Thermo Plastic Stainless Steel Face Rim Hayward recommends using our Junction Box SP0680 fur 3/4'conduit or SP0681 for 1'conduit.and a light with cable length needed
Face Rim i from the lighting ixture to the Junction Box.Lights with cords up to 200'are UL listed.
For replacement parts see pages 230-232. HAYwARD El
i
CDATE TIME
CITY OF ORONO CALLED IN --A 7 /k
INSPECTION NOTICE_ SCHEDULED to---.,. —/.., :;,Y ' - 3b
PERMIT NO. 2 / _�5 /c�COMPL j
ADDRESS ?- O//I % Ld/
OWNER `742
- TT E'hes NE NO Ois-S -/ 2M
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CONTRACTOR � {Z IG ` r�e/?ry
•
DESCRIPTION Ev- SL C`LZ- ei v ` PrGZ
W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL
(4..
❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL
❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION
Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT
Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP
W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL
Z
✓ ❑ DEMO-SITE 0 SEPTIC INSTALL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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✓ BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
ElSTOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
lInspector. d46— --7*-
White Copyllnspector's File Canary CopylSite Notice
(9.- —6--- ce-Y-
/
DAT TIME
CITY OF ORONO CALLED IN / �
INSPECTIO QTIC r SCHEDULED l/ / 9['C'
PERMIT �_ 9--.)J9 CC7OMPP ETED
ADDRESS c. �-) Z'v�/A ?) %// /'
OWNER --T H E NO6/*-9('''5
CONTRACTOR )6-Z-4----71i ,:-/ 1 Ili"[--' , /) ,
DESCRIPTION �-
tu FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL
11
Q OURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING
O 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL El TREE REMOVAL
❑ RADON SLAB 0 MECHANICAL RI ❑ SITE INSPECTION
Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS
is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT
Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP
W 0 AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
v ❑ DEMO-SITE 0 SEPTIC INSTALL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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C.1 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR 17 CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site: NOVE
Inspector., /IN, {---
tor's File Cana Copy/Site Notice
White Copyllnspec rY
C..„ '--
_------ DATE TIME
CITY OF ORONO CALLED IN /()-y--44-
INSPECTION
INSPECTION NO ICE SCHEDULED /G—.;24_`/' i
PERMIT NO. C)/ �. J-- /COMrL_kTED i
ADDRESS ..66--t%' U)l`/L,''CL) +7L l Lai
OWNER iiii p `�' {iL_,= TE PHONE N& - i✓1 - 5;7 QLD.
CONTRACTOR' C J73 7" ____,
DESCRIPTION UG'�( �_ 1(.t -
W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL
c ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING
0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL
Q
❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION
Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS
• ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT
Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP
W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL
v ❑ DEMO-SITE 0 SEPTIC INSTALL
2 OWNER/CONTRACTOR TO MEET YOU:_YES;NO
y COMMENTS:
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0 CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED
0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
Inspector. /'ted,-/c. -'
White Copyllnspector's Flle Canary Copy/Site Notice
•CODATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. 1(D --(-)--(-)051-I COMPLETED
ADDRESS 2_300 W I I O VV .. I-h I I
OWNER TELEPHONE NO.
CONTRACTOR
DESCRIPTION A's-15w
l� v` Si - t rt pcJi Gl
W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL
• ❑ POURED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING
0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL
Z• ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION
Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS
• ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT
Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP
- ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL
, ❑ DEMO-SITE 0 SEPTIC INSTALL
OWNER/CONTRACTOR TO MEET YOU:_YES_NO
• COMMENTS:
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C1 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. I� PHOTO TAKEN
INSPECTOR WILL RETURN
❑CITATION ISSUED
D STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
OwnedContrac on site: ig
Inspector. � �
White Copy/Inspector's File Canary Copy/Site Notice
Christine Mattson
From: Shah, Nihar MD <nshah@subrad.com>
Sent: Wednesday,August 09, 2017 10:12 AM
To: Christine Mattson
Subject: RE: 2300 Willow Hill Drive/#2016-00599
Hi Christine, all the landscaped areas for this pool project have grown in (actually since the Spring but have forgotten to
email you). How do I go about getting the escrow payment back. I believe just a visual inspection was needed to make
sure the grass was grown in.
Thanks,
Nihar (952-836-9872)
From: Christine Mattson [CMattson@ci.orono.mn.us]
Sent: Monday, November 14, 2016 8:23 AM
To: Shah, Nihar MD; Jeff Schmit
Subject: RE: 2300 Willow Hill Drive/ #2016-00599
Thank you. Let me know when the project is complete and I will schedule an inspector to visit the site.
Christine"
From:Shah, Nihar MD Finailto:nshah@subrad.com]
Sent: Friday, November 11, 2016 9:59 AM
To:Jeff Schmit<ieff@prestigepools.com>; Christine Mattson<CMattson@ci.orono.mn.us>
Subject: RE: 2300 Willow Hill Drive/#2016-00599
Just go in touch with the landscapers.They confirm sod is being delivered at noon today and they will be laying it down.
Thanks,
Nihar
Nihar Shah, MD
President- Suburban Radiologic Consultants North Practice
8990 Springbrook Drive, #140 I Coon Rapids, MN 55433
Main 763.792.1900 I Fax 763.792.1901
00000
From:Shah, Nihar MD
Sent: Friday, November 11, 2016 8:08 AM
1
•
To: 'Jeff Schmit'<Jeff@prestigepools.com>; 'Christine Mattson' <CMattson@ci.orono.mn.us>
Subject: RE: 2300 Willow Hill Drive/#2016-00599
I'll talk to the landscapers as well.There have been runoff barriers out during the project. I think they just moved some
of them Wednesday or yesterday in prep for sod which is supposed to go in today.
Thanks,
Nihar
Nihar Shah, MD
President- Suburban Radiologic Consultants North Practice
8990 Springbrook Drive, #140 I Coon Rapids, MN 55433
Main 763.792.1900 I Fax 763.792.1901
RC MON
00 . 00
From:Jeff Schmit [mailto:jeff@prestigepools.com]
Sent:Thursday, November 10, 2016 3:25 PM
To: 'Christine Mattson' <CMattson@ci.orono.mn.us>
Cc:Shah, Nihar MD<nshah@subrad.com>
Subject: RE: 2300 Willow Hill Drive/#2016-00599
Thanks Christine! I've contact Metro Gas Installers who did the gas work there and they noted that they'll get that taken
care of. In regards to the exposed soils,we'll work with the landscaper and homeowner on that. Once that is completed,
do you guys need to re-inspect? Please let me know so I can keep you in the loop.
Thanks!
Ate seitt.0
Prestige Pools
87 W. County Rd. C
St. Paul, MN 55117
651.490.1399
www.prestigepools.com
1.1
From: Christine Mattson [mailto:CMattson@ci.orono.mn.us]
Sent: Thursday, November 10, 2016 3:17 PM
To: 'Jeff Schmit'
Cc: 'nshah@subrad.com'
Subject: 2300 Willow Hill Drive/ #2016-00599
Good Afternoon,
We received the full-size copy of the as-built survey,thank you. While our inspector was performing a site visit he found
exposed soils. Please install biologs or other forms of erosion control until vegetation has been established. Before we
can refund the escrow money all disturbed areas must be established with vegetation.
2
Also it appears we have an open inspection for a mechanical final on the gas line. Please call 952-249-4600 to schedule
that inspection as soon as possible.
Please don't hesitate to contact me if you have any questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway Orono MN 55356(physical address)
PO Box 66 Crystal Bay I MN 55323-0066 (mailing address)
it 952.249.4620 0 8 952.249.4616
cmattson@ci.orono.mn.us www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Friday, November 11,2016
Thursday& Friday, November 24&25,2016
Privacy Notice:
The information transmitted in this e-mail is intended only for the person or entity to which it is addressed and
may contain confidential and/or privileged material, including "protected health information". If you are not the
intended recipient, you are hereby notified that any review, retransmission, dissemination, distribution, or
copying of this message is strictly prohibited. If you have received this communication in error,please destroy
and delete this message from any computer and contact us immediately by return e-mail.
Privacy Notice:
The information transmitted in this e-mail is intended only for the person or entity to which it is addressed and
may contain confidential and/or privileged material, including "protected health information". If you are not the
intended recipient, you are hereby notified that any review, retransmission, dissemination, distribution, or
copying of this message is strictly prohibited. If you have received this communication in error, please destroy
and delete this message from any computer and contact us immediately by return e-mail.
3
61)91\I
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE ,., SCHEDULED II —10—t(4,PERMIT NO. LOI(0 -OW° COMPLETED"
ADDRESS 2-50C)2-50C) W I \\ J 1+10
Di .
OWNER TELEPHONE NO.
CONTRACTOR 1 !
DESCRIPTION I 1 1Su�� k V LS I
i-
LU ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL
Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL El TREE REMOVAL
❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION
Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS
• ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP
- ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
✓ ❑ DEMO-SITE ElSEPTIC INSTALL
<--- OWNER/CONTRACTOR TO MEET YOU:_YES_NO
4,3• COMMENTS:
cc
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C) ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
✓ BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN
INSPECTOR WILL RETURN
CI
CI STOP ORDER POSTED.CALL INSPECTOR CI ATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
OwnerlConr on site-
Inspector. /
White Copylinspector's File Canary CopylSite Notice
Christine Mattson
From: Christine Mattson
Sent: Thursday, November 10, 2016 3:17 PM
To: 'Jeff Schmit'
Cc: 'nshah@subrad.com'
Subject: 2300 Willow Hill Drive/#2016-00599
Good Afternoon,
We received the full-size copy of the as-built survey,thank you. While our inspector was performing a site visit he found
exposed soils. Please install biologs or other forms of erosion control until vegetation has been established. Before we
can refund the escrow money all disturbed areas must be established with vegetation.
Also it appears we have an open inspection for a mechanical final on the gas line. Please call 952-249-4600 to schedule
that inspection as soon as possible.
Please don't hesitate to contact me if you have any questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway Orono MN 1 55356(physical address)
PO Box 66 1 Crystal Bay MN 55323-0066 (mailing address)
tit 952.249.4620 8 952.249.4616
® cmattson@ci.orono.mn.us www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Friday, November 11, 2016
Thursday& Friday, November 24&25,2016
1
•
Christine Mattson
From: Christine Mattson
Sent: Monday, November 07, 2016 1:10 PM
To: 'Jeff Schmit'
Subject: RE: 2300 Willow Hill Drive:As Built Survey Needed: Shah Property
Jeff,
Thank you for the electronic copy of the as-built survey. The City engineer has performed a desk review and had
approved the electronic copy of the as-built.
A site inspection is now required. The survey must be printed on 36" x 24" size paper and we are only able to print
documents up to 11 x 17" in size. Please have a full-size copy of the survey mailed or delivered to our offices. Once we
receive the as-built survey we will schedule a site visit to confirm the survey reflects current site conditions and all
disturbed areas have been established with vegetation.
Please don't hesitate to contact me with any questions, thank you!
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway Orono MN 1 55356(physical address)
PO Box 66 Crystal Bay MN ( 55323-0066 (mailing address)
952.249.4620 I A 952.249.4616
[21cmattson@ci.orono.mn.us www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Friday, November 11,2016
Thursday& Friday, November 24&25,2016
From:Jeff Schmit [mailto:jeff@prestigepools.com]
Sent: Friday, November 04, 2016 11:17 AM
To: Christine Mattson<CMattson@ci.orono.mn.us>
Subject: 2300 Willow Hill Drive:As Built Survey Needed: Shah Property
Hi Christine!
I hope all is well over by you guys!
The homeowner let us know that you guys needed this to close out the permit. Please let me know if there's anything
else needed in regards to the pool.
Thanks!
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From: Adam Edwards
Sent: Monday, November 07, 2016 9:14 AM
To: Christine Mattson
Subject: RE: 2300 Willow Hill Drive/#2016-00599:As Built Survey Needed: Shah Property
Chris,
The as-built appears to conform to the intent of the approved plan.
An inspector should conduct a site visit and confirm the following:
1.The survey accurately depicts conditions on the ground.
2.The site is stabilized to the point the any remaining erosion control can be removed.
Adam
From: Christine Mattson
Sent: Friday, November 04, 2016 2:15 PM
To:Adam Edwards<aedwards@ci.orono.mn.us>
Subject: FW: 2300 Willow Hill Drive/#2016-00599:As Built Survey Needed: Shah Property
Adam,
Please review the electronic copy of the as-built survey submitted. I've requested a full-size paper copy. The file is in
your in box.
Thank you.
From:Jeff Schmit [mailto:ieff@prestigepools.com]
Sent: Friday, November 04, 2016 11:17 AM
To:Christine Mattson<CMattson@ci.orono.mn.us>
Subject: 2300 Willow Hill Drive:As Built Survey Needed: Shah Property
Hi Christine!
I hope all is well over by you guys!
The homeowner let us know that you guys needed this to close out the permit. Please let me know if there's anything
else needed in regards to the pool.
Thanks!
Jta SG; x
Prestige Pools
87 W. County Rd. C
St. Paul, MN 55117
651.490.1399
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MINNEHAHA CREEK 7 WATERSHED DISTRICT
QUALITY OF WATER QUALITY OF LIFE
Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information
contained in the permit application, correspondence, plans, maps, and all other supporting data
submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY
GRANTED to the applicant named below for use and development of land in the Minnehaha
Creek Watershed District.
2010 CO5 CI CI
,
Issued to: Nihar Shah Permit No: 16-289
Location: 2300 Willow Hill Drive, Orono
Purpose: Erosion Control, Single Family Home
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Date of Issuance: 6/6/2016 Date of Expiration: 6/6/2017
By Order of the Boar of Manage s
44
Rachel in
Permitting Technician
This permit is not transferable without District approval, and is valid to the date of expiration. No
activity is authorized beyond the expiration date. If the permittee requires more time to complete
the project, an application for renewal of the permit must be received by the District at least 30 t
days before expiration.
The applicant is responsible for compliance with all District Rules and for the action of their
representatives, contractors, and employees.
Conditions: Project to be completed as described in plans submitted to the
MCWD office on June 1, 2016 according to the provisions of this permit.
• Properly install and maintain all required erosion control measures until the
disturbed areas are re-stabilized
• Notify MCWD in writing upon completing installation of perimeter and
sedimentation controls
• When the site is re-stabilized and the MCWD staff has performed a final
inspection, all perimeter control must be removed
(Statement concerning fees for inspections, violations, etc... on following page)
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We collaborate with public and private partners to protect and improve land and water for current and future generations. '''
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15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org
MINNEHAHA CREEK WATERSHED DISTRICT
QUALITY OF WATER QUALITY OF LIFE
Inspection/Analysis/Monitoring Fees
A site inspection and monitoring by District staff will be performed where the activity involves:
• a commercial/industrial/multi-family residential development
• a single family residential development greater than 5 acres or of any size if within the
Minnehaha Creek subwatershed
• any alteration of a floodplain or wetland
• dredging within the beds, banks or shores of any protected water or wetland
• a violation
• any project which in the judgment of the District staff should be inspected due to project
location, scope, or construction techniques
In these cases, the applicant shall pay to the District a fee equal to the actual costs of field
inspection of the work, including investigation of the area affected by the work, analysis of the
work, and any subsequent monitoring of the work, which in the case of a violation shall be at
least$35.
Standard Fee Schedule
District professional staff $ 65.51*
District interns $ 40.35*
District clerical staff $ 46.69*
Consulting Senior Engineer $ contracted rate
Consulting Engineer/Technician $ contracted rate
District Counsel $ contracted rate
Application fee $ 10.00
Copy costs $ .25 + actual staff time
Color copy costs $ 1.00 + actual staff time
• Hourly
We collaborate with public and private partners to protect and improve land and water for current and future generations.
15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org