HomeMy WebLinkAbout2016-00352 - fire systems CITY OF ORONO * Z 0 1 6 - 0 0 3 5 2 *
' 2750 KELLEY PARKWAY DATE ISSUED: 04/14/2016
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 3382 SHORELINE DR
PIN : 17-117-23-44-0100
LEGAL DESC : TOWNSITE OF LANGDON PARK
: LOT 005 BLOCK 003
PERMIT TYPE : FIRE SYSTEMS
PROPERTY TYPE : COMMERCIAL-BUSINESS
CONSTRUCTION TYPE : SPRINKLER SYSTEM-IN BUILDING
NOTE: INSPECTIONS ARE DONE BY FIRE MARSHALL,JAMES VAN EYLL.
PLEASE CALL JAMES VAN EYLL DIRECTLY AT:(952)473-9701 TO SET UP AN INSPECTION.
PERMIT FOR:3380 SHORELINE DR
ENTER THE VALUTATION 11000
APPLICANT FIRE SPRINKLER-COMMERCIAL 137.50
STATE SURCHARGE VAL OTHER 5.50
OLSEN FIRE PROTECTION,INC. MAIL-IN FEE 1.50
321 WILSON ST NE
MINNEAPOLIS,MN 55413- TOTAL 144.50
(612)290-4700 Payment(s)
Minnesota State License#: FIRE-0045 CHECK 21440 144.50
OWNER
Narrows LLC
PO BOX 36
NAVARRE,MN 55392-
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
permiks. 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 l80 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time afrer work has commenced.
The applicant is responsible for assuring all required inspections are
requested in confortnance with the State Building Code.This permit may be
revoked at any time for due cause.
C,�'��iC-G�--(.,�-L�,) L i � � �=>
Applicant Permitee Signature ' Date Issu d S gnature Date
�1,���i(�
��''p`'��` City of Orono F�E ortt,Y
�� �Y 1 P.O.Box 66 Date Received: � Permit# ����°� �� �`�Z-
'` 2750 Kelley Parkway
� �a li �-'� �'� Amount: $'
�� ]� � . G�. Crystal Bay,MN 55323 .
���oa�j (952)249-4600 �1�,L�.Y�a,�.rc- ,v� d.-r.z.�,�„e 2. �
Approved By: K�/"
Recommendsc A roval Denial ❑
CITY OF ORONO—�AUTOMATIC FIRE SPRINKLER/GENERAL PERNIIT
(All peilnits must be app�oved by the I'irc hinrslialf and/or Building OfFicixl)
1. Permits are required for all fire sprinkler installation and repair. All work shall be done by a licensed
fire sprinkler contractor. Two sets of plans, specification data sheets, fire flow tests and hydraulic
calculation sheets shall be subinitted to the Orono Fire Marshal a miniinuin of�7 da,�s Uefore start of
worlc.
2. Pennits can be applied for by mail at PO box 66, Orono, MN, 55323 or in person at,
2750 Kelly Parkway ; phone: (952) 249-4600. Pennits are also available online at:
www.ci.orono.i�.us
3. All systems shall be designed, installed and maintained to N.F.P.A.-13,N.F.P.A.-25, Minnesota State
Building Code,Minnesota State Fire Code and Standards. All attic systeins are to be spaced at a
rnaxunum 130 square foot coverage. Plastic pipe will not be allowed at any time in attic spaces.
4. All equipinent installed shall be U.L. or F.M. approved for fire p:otection service.W ater flow test
shall be coinpleted on all new systems. Water flow test reports shall be submitted to the Orono Fire
Marshal along with plan submittal.
5. Yard or wall post indicator valves are required. All indicating and control values installed shall be
provided with tamper protection. On dry systeins, the control vaive to service the pressure switch(air)
shall be supervised.
6. Inspectors test valve shall be installed on each floor level or zone of system. All systems shall have
main drain and inspectors test valves piped to the outside.
7. No water is to be introduced into the sprinkler system until main has been thoroughly flushed. 200#
air test and flushing shall be witnessed by the City of Orono Water Department.
8. An approved audible/visual device wired to main flow switch shall be installed above F.D.
connection and in areas normally occupied by tenants.
9. EXISTING SYSTEMS: If any changes in the hydraulically most demanding area,change in
occupancy classification or an addition of 20 or more heads, hydraulic calculations and flow test will
be required.
10. The Orono Fire Marshal shall witness all final flow or trip tests. Appointments can be made by
calling(952)4�3-9�34, 8:00-4:00 p.m.Monday-Friday. 24-hours notice is requested.
d��—{9K�t�
11. When required, (30 foot building height) stairwell standpipe's shall have 2 Yz gate valves installed
with 2 '/z x 1 %z caps.
6/I/2004
j - ' �L�TO1�I_�TIC FIRE SPRLNKLER PER�YIITS .
�
t�1 l.�'� '''- ;:��i ✓ �
�;;Please Cbecic.One: - -
❑ New ❑ Addition � Remodel ❑ Replace
Job Site./,Own,er Information: '
_ ,< ,
���� ���z
Site Address: _- �' � �i �Z�� r�r` \ CZ
Owner: 1� ti`�1 Mailing Address:
City: ���� r�1�.j Zip:
Home Phone: Altemate Phone: � 1� - P�`� ���' �
Contractor/Applicaut Information
Contractor/App.:�c_5�;__, ��.�,�_ ��.�,� ContactPerson: Y1����� ��,;
Address: �-�Z...1 V��1,Sc-,r� 'S i 1�, State License#: ����4��
City: �`'�'�. �, Zip: �!}�� Expiration Date: C-, - "3C:;- 1 (r�
Phone: �\Z. �Z'�D - 11`1�?C � Alternate Phone:
;. TYPES OF'FIRE SPRINKLER PERMITS �' � '
� Commercial—Fire S rp inkler ❑ Residential—Fire Sprinkler
Fire Systems Permit Fire Systems Permit
� _.
*Base Price=Contract Price: � �I ,G C``; x.0125 =$ 1�`> ?, (Minimum$35.00)
s c
�
*Surcharge=Contract Price: $ 1 1 ,c('�C_> x.0005 =� �' (Minimum $ .50)
*Mail-In Fee(Only On Mail In Applications) _$ 1.50
�� c--
*Total Cost of Permit: _$ � �k�} ,
The undersigned herby applies to the City for issuance of a Sprinkler Systems Permit. Applicant agrees
that all systems shall be designed, installed and maintained to N.F.P.A.-13,N.F.P.A.-25, Minnesota State
Building Code,Minnesota State Fire Code and Standards, and certifes that all statements made on this
application are complete, true and coiYect.
�h����; �t-���v �-� - -7 � I ci.c�
Applicant Date
Reset Form
• ��
Page 1
' MAIN I�.EVEL Date
HYDRAUL/C CALCULATIONS
for
Projectname: NARROWS SALOON
Location: 3380 SHORELINE DRIVE, NAVARRE, MN
Drawing no: 1
Date: 4-4-2016
Design
Remote area number: 1
Remote area location: MAIN FLOOR
Occupancyclassification: SEATING
Density: .10 - Gpm/SqFt
Area of application: 900 - SqFt
Coverage per sprink/er: 182 - SqFt
Type of sprink/ers calculated: RECESS
No. of sprinklers calculated: 8
In-rack demand: -GPM
Hose streams: 100-GPM
Total water required(including hose streams): 255.19 - GPM @ 43.11 - Psi
Type of system: W ET
Volume of dry or preaction system: - Gal
Water supply information
Date: 2015
Location; 3380 SHORELINE DRIVE
Source: CITY& CUSTOM DESIGN FLOW TEST
Name of contractor: OLSEN FIRE PROTECTION
Address: 321 WILSON STREET, N.E. MPLS., MN
Phone number; 612-331-3111
Name of designer: D CARLSON
Authority having jurisdiction: CITY FIRE INSPECTIONS
Notes:(Include peaking information or gridded systems here.)
Water Supply Curve C _ _ .
Page 2
MAIN LEVEL Date •
City Water Supply: Demand:
C1 - Static Pressure : '62 D1 - Elevation : 10.394
C2 - Residual Pressure: ''50 D2 - System Flow : 155.19
. C2 - Residual Flow : 1235 D2 - System Pressure : 43.112
Hose ( Demand ) : 100
D3 - System Demand : 255.19
Safety Margin : 18.239
150
140
130
P 120
R 110
E 100
S 90
S $�
� 70 C1
R 60 C2
E 50 D2
40
30
20
10 pi
200 400 600 ; 800 1000 1200 1400 1600 1800
FLOW ( N ^ 1.85)
' Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary - � •
Page 3
MAIN LEVEL Date . =
Fitting Legend
Abbrev. Name Yz 3/0 1 1'/a 1 Yz 2 2'/z 3 3Yz 4 5 6 8 10 12 14 16 18 2Q 24
, B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 1 i 13
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary -
Diameter Units Inches
Length Units Feet'
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a* show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings'not marked with a"will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
', Pr�s�ure / Flow Summary - STANDARD
Page 4
' MAIN �EVEL Date
Node Elevation ` K-Fact - Pt � Pn Flow Density Area ' Press �� �
No. Actual Actual Req.
1 24.0 5.6 10.56 na 18.2 0.1 182 7.0
2 24.0 5.6 10.85 na 18.45 0.1 182 7.0
3 24.0 5.6 12.19 na 19.55 0.1 182 7.0
4 24.0 5.6 13.28 na 20.41 0.1 182 7.0
6 24.0 5.6 11.12 na 18.67 0.1 182 7.0
7 24.0 5.6 11.42 na 18.93 0.1 182 7.0
8 24.0 5.6 12.82 na 20.05 0.1 182 7.0
9 24.0 5.6 13.97 na 20.93 0.1 182 7.0
5 24.0 15.6 na
10 24.0 16.41 na
11 24.0 19.37 na
37 12.0 31.77 na
BAS 0.0 40.74 na
SPG 0.0 41.13 na
HYD 0.0 43.1 na 100.0
CITY 0.0 43.11 na
The maximum velocity is 14.84 and it occurs in the pipe between nodes 10 and 11
_
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
', Final;Calculations - Hazen-Williams
Page 5
' MAIN LEVEL Date
Hyd -- Qa Dia. Fitting pipe _ Pi Pt _..
Ref. "C" or Ftng's Pe Pv ******* Notes '`'`"*'*
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1 18.20 1.380 0.0 10.000 10.562 K Factor=5.60
to 120.0 0.0 0.0 0.0
2 18.2 0.0288 0.0 10.000 0.288 Vel = 3.90
2 18.45 1.610 5E 20.0 7.000 10.850 K Factor=5.60
to 120.0 0.0 20.000 0.0
3 36.65 0.0495 0.0 27.000 1.337 Vel = 5.78
3 19.55 1.610 0.0 10.000 12.187 K Factor=5.60
to 120.0 0.0 0.0 OA
4 56.2 0.1093 0.0 10.000 1.093 Vel = 8.86
4 20.40 1.610 T 8.0 4.000 13.280 K Factor=5.60
to 120.0 0.0 8.000 0.0
5 76.6 0.1938 0.0 12.000 2.325 Vel = 12.07
0.0
76.60 15.605 K Factor= 19.39
6 18.67 1.380 0.0 10.000 11.121 K Factor=5.60
to 120.0 0.0 0.0 0.0
7 18.67 0.0301 0.0 10.000 0.301 Vel = 4.00
7 18.93 1.610 5E 20.0 7.000 11.422 K Factor=5.60
to _ 120.0 0.0 20.000 0.0
8 37.6 0.0520 0.0 27.000 1.403 Vel = 5.93
8 20.06 1.610 0.0 10.000 12.825 K Factor=5.60
to 120.0 0.0 0.0 0.0
9 57.66 0.1145 0.0 10.000 1.145 Vel = 9.09
9 20.93 1.610 T 8.0 4.000 13.970 K Factor=5.60
to 120.0 0.0 8.000 OA
10 78.59 0.2032 0.0 12.000 2.438 Vel = 12.39
0.0 -- ---------- - --
78.59 16.408 K Factor= 19.40
5 76.60 2.067 0.0 14.000 15.605
to 120.0 0.0 0.0 0.0
10 76.6 0.0574 0.0 14.000 0.803 Vel = 7.32
10 78.59 2.067 T 10.0 4.000 16.408
to 120.0 0.0 10.000 0.0
11 155.19 0.2119 0.0 14.000 2.966 Vel = 14.84
11 0.0 2.067 2E 10.0 14.000 19.374
to - 120.0 T 10.0 20.000 5.197 .
37 155.19 0.2119 0.0 34.000 7.203 Vel = 14.84
37 0.0 3.26 11 E 103.484 60.000 31.774
to 120.0 0.0 103.484 5.197
BAS 155.19 0.0230 0.0 163.484 3.766 Vel = 5.97
BAS 0.0 4.026 2B 24.0 2.OQ0 40.737
to 120.0 S 22.0 46.000 0.0
SPG 155.19 0.0082 0.0 48.000 0.396 Vel = 3.91
SPG 0.0 4.1 E 14.534 300.000 41.133
to 140.0 G 2.907 46.508 0.0
HYD 155.19 0.0057 T 29.067 346.508 1.965 Vel = 3.77
HYD 100.00 4.1 0.0 1.000 43.098 Qa= 100
to 140.0 0.0 0.0 0.0
CITY 255.19 0.0140 0.0 1.000 0.014 Vel = 6.20
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
', Fina� Calculations - Hazen-Williams
Page 6
' MAIN LEVEL Date
Hyd. Qa Dfa. Fitting Pipe Pt Pt - � �
Ref. "C" or Ftng's Pe Pv *"**`*` Notes "*"*
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
255.19 43.112 K Factor= 38.87
_
__
_
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page 1
� LOWER LEVEL Date
� HYDRAUL/C CALCULATIONS � -
for
Projectname: NARROWS SALOON
Location: 3380 SHORELINE DRIVE, NAVARRE, MN
Drawing no: 1
Date: 4-4-2016
Design.
Remote area number: 2
Remote area location: LOWER FLOOR
Occupancy classification: SEATING
Density: .10 -Gpm/SqFt
Area of application: 900-SqFt
Coverage per sprinkler: 182 -SqFt
Type of sprinklers calculated: RECESS
No, of sprinklers calculated: 11
In-rack demand: - GPM
Hose streams: 100 -GPM
Tota/water required(including hose streams): 320.84 - GPM @ 46.62- Psi
Type of system: W ET
Vo/ume of dry or preaction system; - Gal
Water supp/y information
Date: 2015
Location: 3380 SHORELINE DRIVE
Source: CITY& CUSTOM DESIGN FLOW TEST
Name of contractor: OLSEN FIRE PROTECTION
Address: 321 WILSON STREET, N.E. MPLS., MN
Phone number: 612-331-3111
Name of designer: D CARLSON
Auth.ority having jurisdiction:CITY FIRE INSPECTIONS _
Notes:(Include peaking information or gridded systems here.)
Water Supply Curve C _ .
Page 2
LOWER LEVEL Date _
City Water Supply: - Demand: �
C1 -Static Pressure : 62 D1 - Elevation : 5.197
C2 - Residual Pressure: 50 D2 - System Flow : 220.841
C2 - Residual Flow : 1235 D2 -System Pressure : 46.625
Hose ( Demand ) : 100
D3 -System Demand : 320.841
Safety Margin : 14.384 �
150
140
130
P 120
R 110
E 100
S 90
S 80
U �� C�
R 60 C2
E 50
40 3
30
20
10
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N ^ 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary , .
Page 3 ,
LOWER LEVEL Date
Fitting Legend
Abbrev. Name Y2 3/a 1 1'/a 1 Yz �2 2�/z 3 3Yz 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 13 90'Standard Efbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 1 i 13
I 90'Grvd-Vic Elbow#10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 3Ei 40
S NFPA 13 Swing Check 0 0 5 7 9 1� 14 ?6 19 22 27 32 45 55 65
T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with '. The fittings marked with a* show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a`will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by H.ydratec Inc. Route 111 Windham N.H. USA 03087 �
. Pressure / Flow Summary - STANDARD
Page 4
� LOWER LEVEL Date
" 'Node Elevation `K-Fact " � pt � Pn " Flow" ` Uensity ' Area � Press " `�
No. Actual Actual Req.
DP 0.0 5.6 7.17 na 15.0 0.1 150 7.0
21 12.0 5.6 7.17 na 15.0 0.1 150 7.0
22 12.0 5.6 7.56 na 15.39 0.1 150 7.0
23 12.0 5.6 10.38 na 18.04 0.1 150 7.0
24 12.0 12.14 na
25 12.0 K=K�a DP1 13.01 na 19.2
26 12.0 K=K@ DP1 14.86 na 20.52
28 12.0 K=K@ DP1 16.1 na 21.36
29 12.0 K-K@ DP1 16.29 na 21.49
30 12.0 K=K@ DP1 17.08 na 22.0
32 12.0 K=K@ DP1 17.48 na 22.26
33 12.0 K=K@ DP1 17.89 na 22.52
34 12.0 K=K@ DP1 18.76 na 23.06
27 12.0 18.62 na
31 12.0 19.22 na
35 12.0 21.08 na
36 12.0 26.37 na
37 12.0 29.64 na
BAS 0.0 42.07 na
SPG 0.0 42.83 na
HYD 0.0 46.6 na 100.0
CITY 0.0 46.63 na
The maximum velocity is 21.11 and it occurs in the pipe between nodes 35 and 36
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
. Final�Calculations - Hazen-Williams
Page 5
• LOWER LEVEL Date
_,r.. .� .: . .. _ _ _ ... ti, : _
Hyd. t�a Dia. Fitting Pipe Pt �
Ref. "C" or Ftng's Pe Pv "'*'**` Notes *"****
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
DP 15.00 1.049 2E 4.0 1.000 7.175 K Factor=5.60
to 120.0 T 5.0 9.000 0.0
DP1 15.0 0.0764 0.0 10.000 0.764 Vel = 5.57
0.0
15.00 7.939 K Factor= 5.32
21 15.00 1.049 E 2.0 3.000 7.175 K Factor=5.60
to 120.0 0.0 2.000 0.0
22 15.0 0.0764 0.0 5.000 0.382 Vel = 5.57
22 15.39 1.049 0.0 10.000 7.557 K Factor=5.60
to 120.0 0.0 0.0 0.0
23 30.39 0.2822 0.0 10.000 2.822 Vel = 11.28
23 18.05 1.380 E 3.0 1.000 10.379 K Factor=5.60
to 120.0 T 6.0 9.000 0.0
24 48.44 0.1758 0.0 10.000 1.758 Vel = 10.39
24 0.0 1.610 0.0 10.500 12.137
to 120.0 0.0 0.0 0.0
25 48.44 0.0830 0.0 10.500 0.872 Vel = 7.63
25 19.20 1.610 0.0 12.000 13.009 K Factor @ node DP1
to 120.0 0.0 0.0 OA
26 67.64 0.1539 0.0 12.000 1.847 Vel = 10.66
26 20.52 1.610 E 4.0 3.000 14.856 K Factor @ node DP1
to 120.0 T 8.0 12.000 0.0
27 88.16 0.2512 0.0 15.000 3.768 Vel = 13.89
0.0
88.16 18.624 K Factor= 20.43
� 28 21.36-- 1.610 0.0 10.500 16.099 K Factor @ node DP1
to 120.0 0.0 0.0 0.0
29 21.36 0.0182 0.0 10.500 0.191 Vel = 3.37
29 21.49 1.610 0.0 12.000 16.290 K Factor @ node DP1
to 120.0 0.0 0.0 0.0
30 42.85 0.0662 0.0 12.000 0.794 Vel = 6.75
30 22.00 1.610 E 4.0 3.000 17.084 K Factor @ node DP1
to 120.0 T 8.0 12.000 0.0
31 64.85 0.1424 0.0 15.000 2.136 Vel = 10.22
0.0
64.85 - 19.220 K Factor= 14.79
32 22.26 1.610 2E 8.0 13.000 17.481 K Factor @ node DP1
to 120.0 0.0 8.000 0.0
33 22.26 0.0197 0.0 21.000 0.414 Vel = 3.51
33 22.52 1.610 0.0 12.000 17.895 K Factor @ node DP1
to 120A 0.0 0.0 0.0
34 44.78 0.0718 0.0 12.000 0.861 Vel = 7.06
34 23.05 1.610 E 4.0 3.000 18.756 K Factor @ node DP1
to 120.0 T 8.0 12.000 0.0
35 67.83 0.1547 0.0 15.000 2.321 Vel = 10.69
0.0
67.83 21.077 K Factor= 14.77
27 88.16 2.067 0.0 8.000 18.624
to 120.0 0.0 0.0 OA
31 88.16 0.0745 0.0 8.000 0.596 Vel = 8.43
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
, Fir�a�.Calculations - Hazen-Williams
Page 6
� LOUN�R LEVEL Date
Hyd. c`�a via. Fitting Pipe Pt Pt
, _ _ ._, .._ , �„
Ref. "C" or Ftng's Pe Pv """*** Notes *'*"'`'`
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
31 64.85 2.067 0.0 9.000 19.220
to 120.0 0.0 0.0 0.0
35 153.01 0.2063 0.0 9.000 1.857 Vel = 14.63
35 67.83 2.067 21 7.0 6.000 21.077
to 120.0 0.0 7.000 0.0
36 220.84 0.4069 0.0 13.000 5.290 Vel = 21.11
36 0.0 2.635 I 8.237 18.000 26.367
to 120.0 0.0 8.237 0.0
37 220.84 0.1247 0.0 26.237 3.273 Vel = 12.99
37 0.0 3.26 11 E 103.484 60.000 29.640
to 120.0 0.0 103.484 5.197
BAS 220.84 0.0442 0.0 163.484 7.233 Vel = 8.49
BAS 0.0 4.026 2B 24.0 2.000 42.070 ,
to 120.0 S 22.0 46.000 0.0
SPG 220.84 0.0158 0.0 48.000 0.759 Vel = 5.57
SPG 0.0 4.1 E 14.534 300.000 42.829
to 140.0 G 2.907 46.508 0.0
HYD 220.84 0.0109 T 29.067 346.508 3.774 Vel = 5.37
HYD 100.00 4.1 0.0 1.000 46.603 Qa= 100
to 140.0 0.0 0.0 0.0
CITY 320.84 0.0220 0.0 1.000 0.022 Vel = 7.80
0.0
320.84 46.625 K Factor= 46.99
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087