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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