HomeMy WebLinkAbout20050405.tiff EATON FIRE PROTECTION DISTRICT
50 SOUTH MAPLE AVENUE, EATON COLORADO 80615
970-454-2115
FAX 970-454-2164
FIRE PREVENTION BUREAU
Memorandum Of Understanding
September 17, 2004
This agreement will be entered into and agreed upon by the Congregation of the New
Hope Christian Fellowship Church on 601 215`Ave in Greeley, and Eaton Fire Protection
District, address 50 South Maple Ave, Eaton, CO. The address of the proposed addition
to existing facility and subject to this agreement shall be located at Weld County Road 66
and Weld County Road 37, at the previous Monfort corporate offices.
The purpose of this Memorandum of Understanding(MOU) is to outline an agreement
between the agencies listed above for the adequacy of fire protection on the entire
premises located on Weld County Road 66 and Weld County Road 37. The New Hope
Christian Fellowship is currently in the process of moving to this location and fire
.-. protection issues need to be addressed.
The Eaton Fire Department agrees to do the following to assist the New Hope Christian
Fellowship in occupying the premises only under these guidelines set forth by the Eaton
Fire Protection District. The New hope Christian Fellowship agrees to the following
terms in order to occupy the premises:
1. Fire sprinkler systems shall be in installed and operable
2. Understand that insufficient water is available in this area and that the Eaton
Fire Protection District must conduct water shuttling techniques to move
water to the premises, which can result in more damage and loss to the
property.
3. Fire sprinkler testing and inspections will be completed by the Eaton Fire
Protection District.
4. Fire sprinkler systems shall be installed to all buildings.
5. Fire sprinklers and suppression systems shall be maintained and sufficient for
fire suppression activities of the Eaton Fire Protection District.
6. Sufficient water shall be installed onto the proposed premises as soon as the
North Weld County Water District has completed its proposed water project,
in order to bring the water supply up to standards of the Eaton Fire Protection
District.
7. Fire Extinguishers will be installed every 75 ft. as per 1997 UFC in all
ess buildings.
2005-0405
'C
8. Any deviations and/or alterations from this MOU shall be documented and
agreed upon by the Congregation of the New Hope Christian Fellowship and
the Eaton Fire Protection District.
By signing this Memorandum of Understanding,both agencies agree to abide by the
agreements listed above.
New Hope Christian Fellowship Eaton Fire Department
P or ge Flores Date Fire Chief ate
917/04
Date Fire Inspec Date
Drexel, Barren & Ca.
,, A Rope- Chug\ U S R Job No. G1344-2-
Designed lrK.J Date 10-13-0'-1 Checked Date Sheet No. I
ProposeJ Cec,rskip Ce'.*ex Ft#use. Cove+
2 51noLoer5
Li 5)nk>
I Mop sink
II Toile,+s
Ex;5+1INN, build' Fx-ture_ Co�n-h
4 5-.oa-,e.r5
5Z 5,.,k s •
a1-41 Sr*5
3O To Ac+-5
6 Ur'.no.) 5
Cam-b'i'er Foun+cAtn5
Tcr+aL Co-ek-o r P;xi-o re.
C. SInou-)el's X y = 2y
3C 5:nks x 3S = 1 ,260
3 r‘NoP sinks x 3 = 9
of I Tole+s u 35 - I,`I35
(� urtn,l- s x 35 _ 21O
wo.;-er Z - N
2952
FroT F cj 4.5 PrbbJo\e_ 0e—rmo -cl = 150 3r Q 5;
Bouldcr Colorado Springs Greeley
1
ries
AND METERS ESTIMATING THE CUSTOMER'S PEAK DEMAND 29
man error that exists in the use of TABLE 4.2
and rds the more economical
/~a Multiplication Factors to Adjust Demand Lead as
natc ,r these units as set out in Obtained from the Curves in Figs. 4.4 or 4.5 to
Various Utility Delivery Pressures at the Meter Outlet
Design Pressure Factor
I, and it is advisable to estimate psi
20
endations. 30 0.74
0.92
35 Base 1.00
that water demand that is due to 40 1.22
50 1.22
i wash-down facilities.Most types 60
engineer to estimate the probable 70 1.34
1.46
.g centers, and other customers; 80
1.57
I assurance that the user will not 90 1.68
ioroughly evaluate the customer's
in• at the outlet of the meter; therefore, this location was selected. All calculations are
uy, with the most prevalent being made on the base pressure of 35 psi at the meter outlet, and pressure correction
entitled,Plumbing Manual Report factors are included in Table 4.2 to assist the estimator in adjusting data from the
table of values for each fixture as graphs to the standard minimum delivery pressure of his utility.
These are applied to a graph that Y•
the number of fixtures increases. Fixture Values
Pith the exception of the means of
A fixture value is a quantity in terms of which the demand producing effects on the
plumbing system of different kinds of plumbing fixtures are expressed on some
arbitrarily chosen scale. A table of these values is included that represents the flow
icing valve are influenced by the demand of each fixture when it is operated without the interference of other units.As
y to establish a base pressure for an example, a bathtub was filled normally with no other fixture in use at 35 psi
lactic rden hoses due to pressure downstream of the meter to obtain a flow rate of 8 gpm,so a value of 8 was assigned
t deerfrom a minimum pressure this item. These values are shown in Table 4.3,and the estimator can easily obtain the
r - c 24 -25 , , , i , , , , , , , , , , , , , , , , ,
22' ] i +Field Recordings -
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eQc _ 18 ¢ II a a`-yiy
E I6- t F 25 rd 1-
_
+
La ld - - f g + g
Q 12- ₹ i 9 3 3¢ _ >
a Y as S ;
- t„ s is s 3'
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+ E
+ c
o
5 16 D 15 19 20 21 22 23 24 25 I 2 3 4 5 6 7 9 9 10 II 12 13 1a Is 15 17 1e 19 20 21 22 23 24 25
Patton Unit Value
s Due to Pressure Changes ,; Fig.4.2.Flow Demand of Household Fixtures
0
30 SIZING WATER SERVICE LINES AND METERS
TABLE 4.3
Plumbing Fixture Value
• Fixture Value
Based on 35 psi
Fixture Type at Meter Outlet
Bathtub • B
Bedpan washers 10
Combination sink and tray 3
Dental unit 1
Dental lavatory 2
Drinking fountain(cooler) 1
Drinking fountain(public) 2
Kitchen sink: 1/2-in.connection 3
3/4-in.connection 7
Lavatory: 3/8-in.connection 2
1/2-in.connection 4
Laundry tray: 1/2-in.connection 3
3/4-in.connection 7
Shower head(shower only) 4
Service sink: 1/2-in.connection 3
3/4-in. connection 7
Urinal: Pedestal flush valve 35
Wall or stall 12
Trough(2-ft unit) 2
Wash sink(each set of faucets) 4
Water closet: Flush valve 35
Tank type 3
Dishwasher: 1/2-in.connection 4
3/4-in.connection 10
Washing machine: 1/2-in.connection 5
3/4-in.connection 12
• 1-in.connection 25
Hose connections(wash down): 1/2-in. 6
3/4-in. 10
Hose(50-ft length—wash down): 1/2-in 6
5/8 in. 9
3/4 in. 12
value of a number of units by simply multiplying the single value times the number of
fixtures in the customer's use to get a total value.The list of plumbing items in Table
4.3 represents those most commonly used; however, the estimator will eventually
encounter special equipment that will need to be evaluated. Since the fixture flow
requirements in gallons per minute and the fixture values are the same in Table 4.3,
the engineer can list the demand in gallons per minute for the special equipment,along
with the other fixtures,to obtain one total.
Demand
After the fixture values have been determined,the results can be applied to a graph
to obtain the customer demand in gallons per minute at 35 psi at the meter outlet.The
maximum water flow of any one fixture is above the average of any one of a number
of fixtures when operated in a customer's service.This is because the probability of all
I
f
i Ii
iI I I
AND METERS ESTIMATING THE CUSTOMER'S PEAK DEMAND 31
600- 4. Finks Frca.ulnys -
V Corpus Christi,Pex -
Fixture Value " —
Based on 35 psi • 600-
at Meter Outlet r '° F ' " _" -
.11 _ ° E
E 400- a LL. o;i
c-;;}
-
E . $ $ E Pes,aaniml Sos10 a "@ x 3 E300-uas eza s
2 zo°-$ _ `% _ 'E 8 x smoni:-Hpmi:others
1 u. „uIsE� LL x
-2 c3 + Apar ent curse
2 too_p +
3 +
amsion
7 +
2 °
f 0 i 2 3 4 5 fi ] 9 9 ID 11 4
4
3 { Fixture Value-101 Units
7 I. Fig.4.3.Peak Flow Demand of Typical Utility Customers
4 fixtures operating at one time diminishes as the number of units increases. The peak
3 rate of water used by fixtures of a residence and the combining of several units are
7 shown in Fig. 4.2. As units are added, the average peak flow rate increases at a lower
35 rate,as shown in Fig.4.3.
12 The following is an example of estimating the probable domestic demand for a
2 small apartment complex:
4
35
3 Customer: 160-unit apartment
4 .j Pressure at meter outlet: 35 psi
10 Fixtures:
5 Fixture
12 Factor Value •
•-- 25 205 Tank Water Closets x 3 = 615
6 j 259 Lavatories: 3/8-in. x 2 = 518
10 f 138 Dishwashers: 1/2-in. x 4 = 552
6
9 10 Washing Machines: I/2-in. x 5 = 50
12 165 Kitchen Sinks: 1/2-in. x 3 = 495
162 Bathtubs x 8 = 1 296
angle value times the number of Total 3 526
i list of plumbing items in Table
., the estimator will eventually Fixture Value: 3 526
aluated. Since the fixture flow From Fig.4.5,probable demand =80 gpm
dues are the same in Table 4.3, Adjust to utility delivery pressure,from Table 4.2: 80 x 1 =80 gpm
for the special equipment,along Irrigation has not been included in the example since the demand curves in Fig. 4.2
and 43 cover only domestic use. The example is taken from an actual case where the
demand was 67 gpm,which is slightly lower than the theoretical demand of 80 gpm.
results can be applied to a graph Wash-down demand when garden hoses are used can be obtained from Fig. 4.1 for
three sizes of hose and for pressures at the house piping from 10 to 100 psi.
t 35 psi at the meter outlet.The
average of any one of a number F, The number and type of fixtures in a small residence are usually known;however,
is because the probability of all surveys for large estate-type homes and public and commercial buildings require
•
•
32 SIZING WATER SERVICE LINES AND METERS ESTIMATING TH1
,
150 Tyr--, , i i ,' plumbing problems occur due to
140 Domestic Use Based on 35 psi at Meter
-
Hotels
Discharge for higher
130
Shogp ShoppingCenters Pressures Apply Factor ContinuousDemandUse
Restauranu from Table 4 1
120 Public Schools Water use by equipment req
Public Building,
++D Hospitals oitah plant processes must be added t
m must rely on the engineer, arc
a B0 Domestic UN equipment to obtain this flow d
-
a Apartments high bills and low pressures whet
Domestic Use Only Motels
5 Conaom im
1 70 No Irrigation Tmkrnirk,uma • Procedure for Estimating Custom
o
1. Determine:
50
w Design pressure at meter of
Type of customer to be sec
30
Number and type of fixtur,
20
2. Determine the combined fi
/vs.- ID Multiply the approximate
D . type of fixture to obtain tl
0 100 200 300 400 500 600 700 900 900 1000 1100 1200 1300 •
3. From Fig. 4.4 or 4.5, det
Combined Fixture Value
US gpm at 35-psi pressure
Fig.4.4.Water-Flow Demand per Fixture Value—Low Range 4. If the utility's design pres
400 , , , . , , , , , , , _Tr , , , , , , , , the probable peak flow at
9 _ by the appropriate factor 1
Based on 35 psi at Mater
Domestic Use Discharge for Higher i Peak water demand at 35 psi.
350- Residential Suburb Pressure Apply Factor
From Table 4.2 5. Irrigation demand:
- Hotels
Stropping Centers Determine: Area of irdga
3110 Pubic schools—Building Squares(of 100 sq ft)x sr
- Hospitals
Apartments
250- Condominiums
6 Motels Sp
Trailer Parks - i
0 200- - . Type of Sprinkler
Y
--Dpmeni<uae only - Spray heads
A: 150- No Irrigation -
Rotary
Snap valves
Ion-
If hose and sprinklers are to
is practical to use by the spr
50
discharge through water hose v
_
discharge see Table 4.5.
o I 2 3 4 5 6 7 9 9 10 11 12 13
6. Total customer peak derm
Combined Fixture Value-10' unit, Domestic Demand
Fig.4.5.Water-Flow Demand per Fixture Value—High Range Irrigation Demand
^detailed lists of fixtures before estimates can be prepared. If the structure is in the Continuous Load Total D
planning stage, the mechanical engineer or architect is the best source of information, Summary
and, if construction is underway, the plumbing contractor or the building permits
section of the city will have the information. Field trips by the estimator are often The demand curves if Fig. a
necessary to assist the customer as well as to properly assess the project when as listed on each curve; howevl
8" Sanitary Sewer
Worksheet for Circular Channel
r'• Project Description
Worksheet New Hope Sanitary
Flow Element Circular Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefric 0.013
Slope 004000 ft/ft
Diameter 8 in
Discharge 0.33 cfs
Results
Depth 0.31 ft
Flow Area 0.2 ft2
Wetted Perime 1.00 ft
Top Width 0.66 ft
Critical Depth 0.27 ft
Percent Full 46.2 %
Critical Slope 0.006579 ft/ft
Velocity 2.12 ?Vs
Velocity Head 0.07 ft
Specific Energ 0.38 ft
Froude Numbs 0.77
Maximum Disc 0.82 cfs
Discharge Full 0.76 cfs
Slope Full 0.000764 ft/ft
Flow Type Subcritical
Project Engineer:Anyone
untitled.fm2 Drexel Barrel)8 Co. FlowMaster v6.1 [614k]
10/13/04 01:37:27 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1
BOARD OF DIRECTORS NORTH WELD COUNTY WATER DISTRICT
CHARLES ACHZIGER 33247 HIGHWAY 85 • LUCERNE, CO 80646
RALPH PRIOR
�HN JOHNSON DON POSSELT, DISTRICT MANAGER
dE BUCK RINEHART P.O. BOX 56 • PHONE (970)356-3020 • FAX(970)395-0997
NELS NELSON
www.nwcwd.org • e-mail: water@nwcwd.org
September 28, 2004
Pastor Angel Flores
601 21°Ave.
P.O. Box 1594
Greeley, CO 80632
RE: Water Service to New Hope Christian Fellowship
Dear Pastor Flores,
North Weld County Water District agrees to service the New Hope Christian Fellowship Church with
water service. The District agrees to have this service in place within six months from October 1, 2004.
With the letter you received from Hoshiko Farms dated September 22, 2004, agreeing to grant
easements for this line extension greatly helps this project.
Thank you for your assistance.
Respectfully,
Don Posselt
District Manager
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