Turner/Calculation SheetsCity of Kalispell Public Works Department
3s-
Post Office Box 1997, Kalispell, Montana 59903-1997 - Telephone (406)758-7720. Fax (406)758-7�31
9/22/08
Building Department
City of Kalispell
RE: Project Name: DNRC Fire Cache- 655 Timberwolf Parkway
Impact Development Charges and Latecomer Fees
Dear Building Official,
Attached is the calculation sheet used to determine the Impact Development Charges and
the Latecomer fees for the referenced project. These charges are as follows:
Sewer................................................................ $ 6,115.05
Water ....................................................... $ 5,533.00
Stormwater................................................ $ 0.00
Police ....................................................... $ 70.29
Fire.......................................................... $ 1,330.12
Water Latecomer ......................................... $ 43,040.03
Sewer Latecomer ......................................... $ 12,731.35
Total $ 68,819.85
Stormwater Impact fee for this project site was charged to the DNRC/DEQ Co -location
building located on the same parcel. If you have any questions, please do not hesitate to
contact this office.
Sincerely,
Susie Turner
Equivalent Residential Unit (ERU) Determination Schedule 2008
Project Name: DNRC Fire Cache 655 Timberwolf Parkway
Date: 9/8/08
Calculated By: Susie Turner
�k OF
TYPE OF BUILDING AND SEWER USE
FIXTURES
ERU
UNITS
TOTAL
1.
Single Family Residence
0
1.00
each
0.000
Multiple Family Residence
2.
0
0.75
each
0,000
3.
Mobile Home Space in Mobil Home Park
0
0.65
each
0,000
4.
Recreational Vehicle Waste Dumping Station
0
0.65
each
0.000
5.
Schools
0
0.03
per student capacity
0.000
Churches
6.
0
0.64
per 100 seats
0.000
Hospitalsgeneral
7.
0
1.00
per bed
0.000
8.
Convalescent Hospitals
0
0.50
per bed
0.000
Residential Care/Boarding Facilities
9.
0
0.25
per bed
0.000
Hotels and Motels
10
0
0.25
per unit
0,000
11.
Food Preparation and/or Serving Areas
0
0.15
100 sq. ft.
0.000
12a.
Self -Service Vehicle Wash
0
1.17
per bay
0.000
12b.
Full -Service Vehicle Wash
0
15.66
per bay
0.000
12c.
All Other Vehicle Washes
0
tbd
tbd
tbd
13a.
Laundries & Laundromats
0
0.30
sq. ft.
0.000
13b.
Industrial Laundries
0
tbd
tbd
tbd
14.
Commercial, Office and Dry Industrial:
14a.
Bath tub w/or w/o shower
0
0.13
each
0.000
14b.
Dental unit or cuspidor
0
0.10
each
0.000
14c.
Dishwasher
0
0.10
each
0.000
14d.
Disposal
0
0.10
each
0,000
14e.
Drinking Fountain
1
0.05
each
0.050
14f.
Floor Drain
9
0.013
each
0.117
14g.
Fountain/Backwash
0
0.10
each
0.000
14h.
Kitchen Sink
0
0.08
each
0.000
14i.
Laundry Tray
0
0.08
each
0.000
14j.
Lavatory
4
0.05
each
0.200
14k.
Service Sink
3
0.08
each
0.240
141.
Shower
4
0.13
each
0.520
14m.
Swimming Pool/Backwash
0
0.10
each
0.000
14n.
Urinal
0
0.17
each
0.000
14o.
Urinal Trough
0
0,17
each
0.000
14p.
Wash Sink
0
0.08
each
0.000
14q.
Washing Machine
0
0.07
each
0.000
14r.
Water Closet
4
0.33
each
1.320
Wet Industrial
15.
0
tbd
tbd
tbd
16.
Undefined Building and Sewer Use
0
tbd
tbd
tbd
17.
0
tbd
tbd
tbd
Additional Loading or Change of Use
Note: All items marked "tbd" will be determined on an individual basis by the City.
TOTAL ERU
2.447
ota! Sewer Impact
Fee ($) :
2499.00 $Meru $6,115.05
otal Water impact
Fee ($):
1 Meter Size 1 $5,533.00
otal Storm Impact
Fee 77
1 $0.00
otal Police Impact
Fee ($):
1 $70.29
otal Fire Impact Fee ($): I $1.330.12
otal Project Impact ree $) 2008: 1 $13,048.47
Water latecomer ree (S) 2008: $43,040.03
ewer Latecomer Fee ($ 2008: $12,731.35
Total Project Fee ($) 2008: $68,819.85
Latecomers Fee
Project Name: DNRC Fire Cache-655 Timberwolf Parkway
Date: 9/22/2008
Calculated By: Susie Turner
Maximum Day Demand Per EDU =
Reimbursement Amount per EDU
2008 Year
0.62 GPM/EDU
$194.54 $/EDU
2008 Year
Maximum Peak Hour Flow Per EDU = 0.66 GPM/EDU
Reimbursement Amount per EDU $556.44 $/EDU
Total Latecomers Fee: $ 55,771.38
Corporation- water and sewer th
ATER
aximum Day Demand Per EDU = 0.62
GPM/EDU
Yearly Reimbursement Factor -Water
Reimbursement Amount per EDU
Year
$184.50
2007
$194.54
2008
2009
2010
2011
2012
2013
2014
2015
2016
2017
2018
2019
2020
2020
FIRE FLOW
Existing Fire Flow for Owl Corp 1000 GPM
• fire flows from Jeff at Stelling Engineering 9/16/08
• only charged for the remaianing 234.56 EDU's on the agreement
SEWER
Peak Hour Flow Per EDU = 0.66
GPM/EDU
(_ Yearly Reimbursement Factor -Sewer f
Reimbursement Amount per EDU
Year
$527.73
2007
$556,44
2008
2009
2010
2011
2012
2013
2014
2015
2016
2017
2018
2019
2020
2020
City of Kalispell Public Works Department
Pest Office Box 1997. Kalispell. Montana 59903-1997 -Telephone i4061758-771-0, Fax f406i758-7831
9/16/08
Building Department
City of Kalispell
RE: Project Name: DNRC/DEQ Co -location 655 Timberwolf Parkway
Impact Development Charges and Latecomer Fees
Dear Building Official,
Attached is the calculation sheet used to determine the Impact Development Charges and
the Latecomer fees for the referenced project. These charges are as follows:
Sewer................................................................ $ 7,117.15
Water ....................................................... $ 11,066.00
Stormwater................................................ $ 49,341.94
Police....................................................... $ 267.19
Fire.......................................................... $ 5,056.04
Water Latecomer ......................................... $ 236,648.18
Sewer Latecomer ......................................... $ 5,314.00
Total $ 314, 810.50
If you have any questions, please do not hesitate to contact this office.
Sincerely,
Susie Tunier
Equivalent Residential Unit (ERU) Determination Schedule 2008
Project Name: DNRC/DEO Co -location 655 Timberwolf Parkway
Date: 9/16/08
Calculated By: Susie Turner
# OF
TYPE OF BUILDING AND SEWER USE
FIXTURES
ERU
UNITS
TOTAL
1.
Single Family Residence
0
1.00
each
0.000
2.
Multiple Family Residence
0
0.75
each
0.000
3.
Mobile Home Space in Mobil Home Park
0
0.65
each
0.000
4.
Recreational Vehicle Waste Dumping Station
0
0.65
each
0.000
Schools
5.
0
0.03
per student capacity
0.000
6.
Churches
0
0.64
per 100 seats
0.000
7.
Hospitalsgeneral
0
1.00
per bed
0.000
8.
Convalescent Hospitals
0
0.50
per bed
0.000
9.
Residential Care/Boarding Facilities
0
0.25
per bed
0.000
Hotels and Motels
10
0
0.25
per unit
0.000
11.
0
0.15
100 sq. ft.
0.000
Food Preparation and/or Serving Areas
12a.
Self -Service Vehicle Wash
0
1.17
per bay
0.000
12b,
Full -Service Vehicle Wash
0
15.66
per bay
0.000
12c.
All Other Vehicle Washes
0
tbd
tbd
tbd
13a.
Laundries & Laundromats
0
0.30
sq, ft.
0.000
13b,
Industrial Laundries
0
tbd
tbd
tbd
Commercial, Office and Dry Industrial:
14.
14a.
Bath tub w/or w/o shower
0
0.13
each
0.000
14b.
Dental unit or cuspidor
0
0.10
each
0.000
14c.
Dishwasher
0
0.10
each
0.000
14d.
Disposal
0
0.10
each
0.000
14e.
Drinking Fountain
1
0.05
each
0.050
14f.
Floor Drain
6
0.013
each
0.078
14g.
Fountain/Backwash
0
0.10
each
0,000
14h.
Kitchen Sink
1
0.08
each
0.080
14i.
Laundry Tray
0
0.08
each
0.000
14j.
Lavatory
5
0.05
each
0.250
14k.
Service Sink
3
0.08
each
0.240
141.
Shower
0
0.13
each
0.000
14m.
Swimming Pool/Backwash
0
0.10
each
0,000
14n.
Urinal
1
0.17
each
0.170
14o.
Urinal Trough
0
0.17
each
0.000
14p.
Wash Sink
0
0.08
each
0.000
14q.
Washing Machine
0
0.07
each
0.000
14r.
Water Closet
6
0.33
each
1.980
15.
0
tbd
tbd
tbd
Wet Industrial
16.
Undefined Building and Sewer Use
0
tbd
tbd
tbd
17.
Additional Loading or Change of Use
0
tbd
I tbd
tbd
Note: All items marked "tbd" will be determined on an individual basis by the City.
I TOTAL ERU
2.848
otal
Sewer Impact
Fee (
2499.00 $/eru 1 $7,117.15
ITotal
Water impact
Fee (
1 1/2 Meter Size I $11,066.00
otal
Storm Impact
ree (
$49,341.94
otal
Police Impact
ree (
$267.19
JTotal Fire Impact Pee $5,056.04
IT"otal Project Impact Fee $ 2008. $72,848.32
ater Latecomer Fee (9J 2008: $ 236.648.18
ewer Latecomer Pee ($) 2008: $5,314.00
Total Project Fee ($) 2008: $3147810.50
Latecomers Fee
Project Name: DNRC/DEQ Co -Location 655 Timberwolf Parkway
Date: 9/15/2008
Calculated By: Susie Turner
WATER LATECOMER FEE
2008 Year
Maximum Day Demand Per EDU = 0.62 GPM/EDU
Reimbursement Amount per EDU $194.54 $/EDU
1. ISIngle Family Hesidence 0 0.00
2. Apartment, Duplex or Multi -Family 0 0.00
m
Maximum Day Demand (GPM) 1 4.2 1 6.77
4. 1 Development Fire Flow above 1000
EDU= GMP / (0.62 GMP/EDU)
SEWER LATECOMER FEE
Maximum Peak Hour Flow Per EDU =
Reimbursement Amount per EDU
ater : 1
2008 Year
0.66 GPM/EDU
$556.44 $/EDU
FEE
$ 1,317.04
FEE
$ 235,331.15
Total Latecomers Fee: $ 241,962.18
water and sewer through
WATER
Maximum Day Demand Per EDU = 0.62
GPM/EDU
1 Yearly Reimbursement Factor -Water i
Reimbursement Amount per EDU
Year
$184.50
2007
$194.54
2008
2009
2010
2011
2012
2013
2014
2015
2016
2017
2018
2019
2020
2020
36
FIRE FLOW
Existing Fire Flow for Owl Corp 1000 GPM
Fire flows from Jeff at Stelling Engineering 9/16/08
SEWER
Peak Hour Flow Per EDU = 0.66.
GPM/EDU
Yearly Reimbursement Factor -Sewer
Reimbursement Amount per EDU
Year
$527.73
2007
$556.44
2008
2009
2010
2011
2012
2013
2014
2015
2016
2017
2018
2019
2020
2020
Page 1 of 1
Ousie "Turner
From: Jeff Walla [JWalla@stellinginc.com]
Sent: Monday, September 15, 2008 5:12 PM
To: Susie Turner
Subject: DNRC Fire Cache - Fire Flows
Suzie,
Just got the fire flow information for the DNRC Fire Cache. The required fire flow is 1,500 GPM for a 2 hour period.
The main building is 1,750 GPM for a 3 hour period. Hope this is the information that you need.
Thanks
Jeff Walla, P.E.
Stelling Engineers, Inc.
450 Corporate Drive, Ste, 103
Kalispell, MT 59901
Ph: (406)755-8602
Fax: (406) 755-8710
Cell: (406) 471-9883
email: jwal.ia@steilinginc.com
9/ 16/2008
Page 1 of 2
Susie 'Turner
From:
Jeff Walla [JWalla@stellinginc.com]
Sent:
Wednesday, July 16, 2008 4:49 PM
To:
Susie Turner
Cc:
Steve Brown
Subject: DNRC DEQ Water & Sewer Demands
Susie, our Engineers Report for Water and Sewer included demand and flow calculations for average day conditions
and peak instantaneous conditions. In reviewing the Owl Corporation Latecomers Agreement, they use the following
peaking factors:
Water: Maximum Day Demand/Average Day Demand = 2.7
Sewer: Peak Hour Flow/Avenge Day Flow = 4.1
Using these peak factors and accounting for separate services for the Main DNRC/DEQ Building and the Fire Cache, I
come up with the following demands.
DNRC/DEQ Building
Water
Average Day Domestic Demand = 831 GPD
Maximum Day Demand = 2,244 GPD (831 x 2.7)
= 4.2 GPM (2,244 GPD / 9 hrs/day / 60 min/hr)
Sewer
Average Day Flow = 831 GPD
Peak Hour Flow = 3,407 GPD (831 x 4.1)
= 6.3 GPM (3,407 GPD / 9 hrs/day / 60 min/hr)
Fire Cache Building
Water
Average Day Domestic Demand = 1,989 GPD
Maximum Day Demand = 4,177 GPD (1,989 x 2.7)
= 7.7 GPM (4,177 GPD J 9 hrs/day / 60 min/hr)
Sewer
Average Day Flow = 1,989 GPD
Peak Hour Flow = 8,155 GPD (1,989 x 4.1)
= 15.1 GPM (8,155 GPD / 9 hrs/day / 60 min/hr
Let me know if these calculations need to be revised in any way. They do not include any irrigation demands; I'd
have to get these from the landscape architect.
Thanks
Jeff Walla, P.E.
Stelling Engineers, Inc.
450 Corporate Drive, Ste. 103
Kalispell, MT 59901
Ph: (406)755-8602
9/ 16/2008
Page 2 of 2
Fax:,(406)755-8710
Cell: (406) 471-9883
email: jwalla@stellinginc.com
9/ 16/2008