20070123Engineering Report Part V.pdf

APPENDIX H
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Eagle Fire Department
Kurt McClenny
Fire Marshal APPENDIX B
166 E. Iron Eagle
:agle. Idaho 83616
:mcclenny~eaglefire.org
Phone [phone]
Fax [phone]
Cell [phone]
:QUIREMENTS FOR BUILDINGS
The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance.
SECTION 8101
GENERAL
BI01.1 Scope, The procedure for determining fire-flow re-
quirements for buildings or portions of buildings hereafter con-
structed shall be in accordance with this appendix. This
appendix does not apply to structures other than buildings.
SECTION 8102
DEFINITIONS
BI02.1 Definitions, For the purpose of this appendix, certain
terms are defined as follows:
FIRE FLOW. The flow rate of a water supply, measured at 20
pounds per square inch (psi) (138 kPa) residual pressure, that is
available for fire fighting.
I FIRE-FLOW CALCULATION AREA, The floor area, in
square feet (m ), used to determine the required fire flow.
SECTION 8103
MODIFICATIONS
BI03.1 Decreases. The fire chief is authorized to reduce the
fire-flow requirements for isolated buildings or a group of
buildings in rural areas or small communities where the devel-
opment of full fire-flow requirements is impractical.
BI03.2 Increases. The fire chief is authorized to increase the
fire-flow requirements where conditions indicate an unusual
susceptibility to group fires or conflagrations. An increase shall
not be more than twice that required for the building under con-
sideration.
BI03.3 Areas without water supply systems, For informa-
tion regarding water supplies for fire-fighting purposes in rural
and suburban areas in which adequate and reliable water supply
systems do not exist, the fire code official is authorized to uti-
lize NFPA 1142 or the International Urban Wildland Interface
Code.
SECTION 8104
FIRE-FLOW CALCULATION AREA
I BI04,1 General, The fire-flow calculation area shall be the to-
tal floor area of all floor levels within the exterior walls, and un-
der the horizontal projections of the roof of a building, except
as modified in Section B 104.3.
lSl04.2 Area separation. Portions of buildings which are sepa-
rated by fire walls without openings, constructed in accordance
with the International Building Code, are allowed to be consid-
I ered as separate fire-flow calculation areas.
?nn"l INTs:'RN4TlnN41 I=IRI= r.nm=1Ii'I
BI04.3 Type IA and Type m construction. The fire. flow cal- .
culation area of buildings constructed of Type IA and Type IB
construction shall be the area of the three largest successive
floors.
Exception: Fire-flow calculation area for open parking ga-
rages shall be determined by the area of the largest floor.
Exception: A reduction in required fire flow of up to 50
percent, as approved, is allowed when the building is pro-
vided with an approved automatic sprinkler system installed
in accordance with Section 903.3.1.1 or 903.3 .1.2 of the In-
ternational Fire Code. Where buildings are also of Type I or
II construction and are a light-hazard occupancy as defined
by NFPA 13, the reduction may be up to 75 percent. The re-
sulting fire flow shall not be less than 1 500 gallons per min-
ute (5678 UIDin) for the prescribed duration as specified in I
Table B 105.
SECTION 8106
REFERENCED STANDARDS
ICC International Building Code BI04.
Table BlOS.
ICC IFC International Fire Code B1OS.
ICC IUWIC International Urban-B 103.3Wildland Interface Code
Standard on Water Supplies
NFPA 1142 for Suburban and Rural Fire B 103.3
Fighting
371
FIRE-FLOW REQUIREMENTS FOR BUILDINGS
TABLE 8105,MINIMUM REQUIRED FIRE FLOW AND FLOW DURATION FOR BUILDINGS--
FIRE-FLOW CALCULATION AREA (square feet)
FIRE FLOW FLOW
'TYPe IA and IBb Type IIA and "lA TYPe IV and 'V-A 'Jype Da and Inab 'TYPe v-sb (gallons per minute)c DURATION (hours)22,700 0-12,700 0-8,200 0-5 900 0-3,600 50022,701-30.200 701-000 201-10,900 901-900 601-4 800 75030,201-38,700 001-21,800 10,901-900 901-800 801-6,200 00038,701-48,300 21,801-200 901-400 801-600 201-700 25048,301-59,000 201-33,200 401-21,300 12,601-400 701-400 500001-900 201-700 301-25,500 401-400 401-11,300 2,75070,901-83,700 39,701-47 100 25,501-30,100 401-800 11,301-13,400 000701-700 101-900 30,101-35,200 801-25,900 401-15,600 3,250701-112 700 90 1-63,400 201-40,600 901-300 15.601-000 3,500112,701-128,700 63,401-400 40,60 1 -46400 29,301 -33,500 18,001-20,600 750128701-145 900 72,401-100 401-500 501-900 601-300 000145901-164,200 101-92,400 52,501-100 901-42 700 23,301-300 4,250164,201-183 400 401-103,100 59,101-000 701-47 700 301-300 500183401-203 700 103 101-114 600 66,001-300 701-53,000 301-32,600 750203701-225 200 114 601-126 700 73,301-100 53,001-58,600 601-36,000 000225201-247 700 126,701-139 400 101-200 60 1-400 001-600 250247701-271,200 139 401-152 600 89,201 -700 65.401-600 601-43 400 500271,201-295,900 152 601-166 500 701-106,500 70,601-000 43,401 -47 400 750295901-Greater 166,50 I-Greater 106.501-115 800 001-700 401-51,500 000115801-125 500 701-90,600 501-700 250125501-135,500 601-900 701-60,200 6,500135501-145 800 901-106,800 60,201-800 750145801-156 700 106 801-113,200 801-600 000156,701-167 900 113 201-121 300 69,601-600 250167901-179 400 121 301-129 600 601-79,800 7,500179401-191.400 129 601-138,300 79,801-100 7501 91 ,40 I-Greater 138.301-Greater 101-Greater 000For SI: I square fOOt = 0.0929 /11 , I gallon per minute = 3.785 Um, I POund per square inch = 6.
895 kPa.
a. The minimum required fire flow shall be pennitted 10 be reduced by 25 percent for Group R.
b. '!ypes of construction are based on the
Inte17/Q1iona( Building Code.c. Measured at 20 psi.
~J P1t
10/
/8""-D7
372
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APPEND IX J
Financial Plan
:JFr !1."...
(',,"'- '-'
I..' ~::;.J
2007 JM122 PH 2: 58
1P(Q~Q1Nr &- QI~Y II? ~Jr~L~ L :
ATTORNEYS AT I.AW UflLlii,::,)CC;'iLidbSIO,.
Molly O'Leary
Tel: [phone] fax: [phone]
m ol1y~rjc bar;! sonan doJcary, com
1'.0. Box 7218 Bo;".., ID. 83707 - 515 N, 27rh Sr. Boise, 11),83702
22 January 2007
Ms. Jean Jewell
Commission Secretary
Idaho Public Utilities Commission
POBox 83720
Boise ID 83720-0074
w-O?-O(RE: Case No. EAG-05-02 / f3:.
Via hand delivery
Dear Ms. Jewell:
Please note that Appendix J to the Final Preliminary Engineering Report
submitted to the Commission by Eagle Water Company, Inc. ("Eagle Water")
on Friday, January 19, 2007, was in error.
It is Eagle Water s intention to address the financing of the report'
recommended improvements to its water system in its Application for a Rate
Increase, which will be filed on or before March 1 , 2007.
Robert V. DeShazo, Jr., President, Eagle Water Company, Inc.
Jim Rees, MTC, Inc.
.............. .........,'" "".::10 p. 1
Eagle Water Company
Calculation of Surcharge Amount Phase 1A
at May 31 2006
Cost of this Phase $ 570,640.
Financing Detail:
Amount Financed
Term
Interest Rate
Monthly Payments Required
$ 570 640.
7 years
10.00% * estimate based on current prime rate
$ 9,473.30 (approximate)
Annual Cash Required $ 113 679.
Multiplied by Gross-up (from below)127.88%
Total Annual Surcharge $ 145 373.47
Divided by Total Annual Revenue $ 711,440.
Surcharge 20.434%
* Information supplied by Becky, Idaho Banking Co., 5/31106
2005 Customers
Residential
Commercial
Totals
Estimated
Revenues
$ 555,790.
155 650.
$ 711 440.
Percent of
Tota!
78.12%
21.88%
100.00%
Calculation of Gross-Up Factor for Taxes:
100.00% taxable
00%State Tax Rate
92.00% Federal Taxable
13.80%Effective Federal Tax Rate (Federal Rate 15%) ,
21.80% Composite Tax Rate 2) + 4)
78.20% Net AfterTax Income
127.88% Gross-up Factor
--- -.--r-'. J.
Eagle Water Company
Calculation of Surcharge Amount Phase 1 B
at May 31 2006
Cost of this Phase $ 45 860.
Multiplied by Gross-up (from below)127.88%
Total Surcharge
Divided by Total Annual Revenue
$ 58,645.
$ 711,440.
Surcharge 243%
2005 Customers
Residential
Commercial
Totals
Estimated
Revenues
$ 555 790.
155 650.
$ 711 440.
Percent of
Total
78.12%
21 .88%
100.00%
Calculation of Gross-Up Factor for Taxes:
100.00% taxable
00%State Tax Rate
92.00% Federal Taxable
13.80%Effective Federal Tax Rate (Federal Rate 15%)21.80% Composite Tax Rate 2) + 4)
78.20% Net After Tax Income
127.88% Gross-up Factor