HomeMy WebLinkAboutMisc
P.o. aox ssso
1101 Texas Avenue
College Station, TX 77842
Tel: (409) 764-3570
Fax: (409) 764-3496
e-mail:
nmanhart ~ ci.coll ege-station.tx. u s
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DATE: 9114/00 ~ RECEIPT: O31fi441
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TF~NDER DETAIL 118ib.OO
DATE: 9/14!00 TII~: 17:1000.00
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NANETTE MUZZY
MANHART
Mapping Specialist
I
permits required for this development:
/ Development Permit
Building Permit
Conditional Use Permit
TxDOT Driveway Permit for work in State ROW
TxDOT Utility Permit for work in State ROW
Special Review required by:
Wolf Pen Creek Design Review Board
Northgate Revitalization Committee
Parks and Recreation Board
Planning and Zoning Commission
City Council
~~
Information provided:
Zoning Ordinance
Subdivision Regulations
Specifications for Street Construction
Drainage Policy & Design Standards
CS Building Regulations (Local Amendments to the Building Code)
Fire Department Construction & Development Guide
Driveway Access Location & Design Policy
Water & Sewer Specification Manual
CS Business Center Covenants & Restrictions
Guide to Building & Development
Development Resource Guide
.~
Land Use:
Zoning: ~_
Special zoning district information:
Subdivision/f fatting Issues:
T-Fare plan/Street Issues:
Driveway Access:
~~~f~ ~
Parkland/Greenways Dedication:
Parks & Recreation Board Consideration: ~~~
Drainage Issues: 0~ ~ Vv~~ Orly.-~~ ~ ~f~ ~ ~~,
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G. PERMIT FEE
To defray the cost of processing the permit application, the permit fee shall be One Hundred
and No/100 Dollars ($100.00). No portion of any fee collected under this section shall be
returned after a permit has been issued or refused. A permit is not transferable, assignable,
or divisible, and shall be valid only for the location for which it is issued. Each permit shall be
effective when issued and shall be renewable annually upon filing an application as provided
for herein. All permits are renewable December 1 of each year succeeding the year in which
they are first issued.
In the event that the Chief of Police, or his designate, determines that the applicant's building
may be within one thousand feet (1,000') of a church, school or other enterprise, as defined
herein, then he shall notify the applicant of such a determination. The applicant shall have the
option of requesting a survey to establish the exact distance. The applicant shall be required
to pay a fee of Two Hundred and No/100 Dollars ($200.00) for the survey.
H. ENFORCEMENT
The Chief of Police, or his designate, shall have the power to administer and enforce the
provisions of these regulations upon presentation of proper identification to the owner, agent,
or tenant in charge of any premises where an enterprise is located.
The Chief of Police, or his designate, may enter for the purposes of inspection or investiga-
tion to insure compliance with the terms of these regulations, any building, structure or other
premises where the enterprise is located. However, when the Chief of Police, or his
designate, is denied permission to inspect any premises, inspection shall be made only under
the authority of a warrant issued by a Magistrate authorizing the inspection for violations of
these regulations. In applying for such a warrant, the Chief of Police, or his designate, shall
submit an affidavit to a Magistrate setting forth his belief that a violation of these regulations
exists with respect to the premises sought to be inspected and the reasons for such belief.
The affidavit shall designate the location of such premises and the name of the person be-
lieved to be the owner, operator, or occupant thereof. If the Magistrate finds that probable
cause exists for a search of the premises, such warrant describing the premises with suffi-
cient certainty to identify the same. Any warrant so issued shall constitute authority for the
Chief of Police, or his designate, to enter upon or inspect the premises described therein.
I. REVOCATION OF PERMIT, NOTICE, HEARING, and APPEAL
The Chief of Police, or his designate, is hereby granted and shall have the power to revoke
any and all permits authorized by these regulations for violation of such regulations provided,
however, that the Chief of Police, or his designate, shall conduct a hearing prior to the
revocation or denial of any permit authorized under these regulations. The person whose
permit is under consideration shall be given at least ten (10) calendar days written notice of
the date of the hearing and shall be permitted to present relevant facts and legal argument
regarding the pending revocation. Following such hearing, the Chief of Police, or his
designate, shall consider the merits of the case and shall present a written opinion prior to
any action. Any person wishing to appeal the decision of the Chief of Police, or his
designate, regarding the revocation of a permit may, within ten (10) days after the date of the
written opinion filed by the Chief of Police, or his designate, appeal such decision to the City
Council of the City of College Station by written notice to the City Secretary, setting out the
basis of such appeal. The City Council shall hold a hearing on the permit revocation within
ten (10) days of the receipt of written notice of appeal provided, however, that the appealing
party shall be required to comply with the decision of the Chief of Police, or his designate,
during the pendency of the appeal.
J. AMORTIZATION OF NONCONFORMING USES
Any use and conflict with the purposes or terms of this ordinance shall be entirely discon-
tinued and shall thereafter cease operation within five (5) years from the date any such use
4-78
Rev. 5/00
(3) Any bookstore, movie theater, or video store, unless that business is an adult
bookstore, adult movie theater, or adult video store under Section 17A(g).
(Ordinance No. 2032 of September 9, 1993).
C. PERMIT REQUIRED
(1) Any enterprise, as defined herein, that owns or operates within the City of College
Station corporate limits shall first obtain a valid permit under the provisions of these
regulations.
(2) Permit shall only be issued for enterprises as defined herein that are located within
Commercial District C-I zones as defined herein.
(Ordinance No. 1554 of September 27, 1984)
(3) No permit shall be issued for an enterprise located within a one thousand foot radius
of any church, school, or licensed day care center.
(Ordinance No. 2032 of September 9, 1993)
(4) For the purposes of this subsection, measurements shall be made in a straight line
without regard to intervening structures or objects from the nearest portion of the
building or structure used by the enterprise to the nearest portion of the building
structure or facility as set forth in subsection 3.
(Ordinance No. 1554 of September 27, 1984)
(5) A business is not exempt from regulation under this ordinance because it holds a
license or permit under the Alcoholic Beverage Code authorizing the sale or service
or alcoholic beverages or because it contains one or more coin-operated machines
that are subject to regulation or taxation, or both under State law.
(6) It shall be unlawful for the owner or operator of any enterprise as herein defined and
regulated, or any other person to erect, construct or maintain any sign for the
enterprise other than one attached sign as defined by the City of College Station
Zoning Ordinance No. 1638 Section 12. SIGN REGULATIONS.
It shall contain no photographs, silhouettes, drawings or pictorial
entations of any manner, and shall not advertise either graphically or verbally,
by explicit or literal expression, connotation or implied reference, any specified
following phrases: Adult bookstore, Adult movie theater,
cabaret, Adult novelties, Adult entertainment, Adult modeling
(Ordinance No. 2032 of September 9, 1993)
D. DISPLAY OF PERMIT
A permit issued under these regulations shall be displayed at all times in an open and con-
spicuous place on the premises of the enterprise for which it was issued.
E. APPLICATION FOR A PERMIT
Any person desiring a permit shall file a sworn written application with the Chief of Police, or
his designate. The application shall set forth the following:
(1) The name of the applicant and whether the applicant is an individual, general part-
nership, limited partnership, corporation or other entity.
4-76
Rev. 5/00
Bridgette George -Silk stocking Page 1 ~
ba-I~~
From: Edwin Hard
To: Sabine Kuenzet
Date: 9/1 /00 10:40AM
Subject: Silk stocking
Called and left message for Jay Goss -Jim Allen's attorney. He is out until next Tuesday.
Called and left message on Jim Allen's answering machine that it appeared that he would have to plat
prior to issuance of a building permit (unless they can show us a deed that dates back prior to'71
showing land in its current config.). Also left word that as part of review of Harley prelim. plat, we
determined that this property could be impacted by an east-west collector.
I asked Jim to call me back, but I will be out this afternoon. In the event he calls and can't wait to talk to
me or Sabine on Tues, below are some other notes on this site:
- With final plat they will have to extend sewer to and thru the property. (If they final prior to lot 2, they will
have to extend thru Lot 2 as well.
- Will have to to pay impact fee on water line.
- If he wants to expand building, he'll have to go to ZBA -even if he removes mobile home and sheds
from site.
- If the proposed parking lot improvements do not expand existing parking lot, he will not have to go to
ZBA. If he wants to expand parking lot with he'll have to go to ZBA.
Edwin Hard, AICP
Transportation Planner
CC: Bridgette George; Jane Kee; Molly Hitchcock; Spencer Thompson
09/26/00 17:23 '$`979 764 3496 DEVELOPMENT SVCS 1001
CITY OF COLLEGE STATION
DEVELOPMENT SERVICES
1101 Texas Avenue South, PO Box 9960
College Station, Texas 77842
Phone (979) 764-3570 /Fax (979) 764-3496
MEMORANDUM
September 26, 2000
TO: Jim Allen, Via fax 846-6006
FROM: Bridgette George, Asst. Development Coordinator
SUBJECT: SIIkStockrngLounge ParkrngLot Upgrade -Site Plan
Staff reviewed the above-mentioned site plan as requested. The following page is a list of staff
review comments detailing items that need to be addressed. Please address the comments and
submit the following information for further staff review:
Two (2) revised site and drainage plans attached; and,
$100 Development Permit fee.
If there are comments that you are not addressing with the revised site plan, please attach a
letter explaining the details. If you have any questions or need additional information, please
call me at 764-3570.
Attachments: Staff review comments
Electrical layout
cc: Christian A. Galindo, Via fax 846-8868
Case file #00-169
Home of Texas A&M University
Bridgette George -Silk stocking Page 1
From: Edwin Hard
To: Sabine Kuenzel
Date: 9/1 /00 10:40AM
Subject: Silk stocking
Called and left message for Jay Goss -Jim Allen's attorney. He is out until next Tuesday.
Called and left message on Jim Allen's answering machine that it appeared that he would have to plat
prior to issuance of a building permit (unless they can show us a deed that dates back prior to '71
showing land in its current config.). Also left word that as part of review of Harley prelim. plat, we
determined that this property could be impacted by an east-west collector.
I asked Jim to call me back, but I will be out this afternoon. In the event he calls and can't wait to talk to
me or Sabine on Tues, below are some other notes on this site:
- With final plat they will have to extend sewer to and thru the property. (If they final prior to lot 2, they will
have to extend thru Lot 2 as well.
- Will have to to pay impact fee on water line.
- If he wants to expand building, he'll have to go to ZBA -even if he removes mobile home and sheds
from site.
- If the proposed parking lot improvements do not expand existing parking lot, he will not have to go to
ZBA. If he wants to expand parking lot with he'll have to go to ZBA.
Edwin Hard, AICP
Transportation Planner
CC: Bridgette George; Jane Kee; Molly Hitchcock; Spencer Thompson
GALINDO ENGINEERS AND PLANNERS, INC.
3833 South Texas Ave., Suite 213 Bryan, Texas 77802 (409) 846-8868
September 14, 2000
Development Engineering Department
City of College Station
College Station, TX
Subject: Drainage Report
Silk Stocking Lounge
College Station, TX
Please find enclosed the referenced report for your review. This analysis covers the
0.651 acre (a portion of a total 2.236-acre tract) that is affected by the development of
the proposed parking lot for the existing Silk Stocking Lounge.
Sincerely,
GALINDO ENGINEERS AND PLANNERS, INC.
~~~ ~~ ~2G
Christian A. GALINDO, P.E., R.P.L.S.
President
cc: Jim Allen
SILK STOCKING LOUNGE
DRAINAGE REPORT
1. TRACT DESCRIPTION
20-00
The Silk Stocking Lounge is located on 2.236 acres of land located on the northeast side of State Highway
6 (South Texas Avenue), just south of its intersection with Rock Prairie Road. This property is a 2.236-acre
tract or parcel of land, owned by Blue Dolphin Club, Inc., lying and being situated in the Robert Stevenson
League, Abstract 54, Brazos County, Texas;
A separate 24" x 36" sheet, titled Parking Lot Upgrading -Site Plan and Drainage Plan, is part of this report
and is herein referred to as Exhibit 1.
The adopted Flood Insurance Study does not identify the existence of a 100-year flood plain affecting this
tract (Map # 48041 C 0206 C, July 2, 1992). However, the rear portion of this property lies in the 100-year
flood plain according to a study performed by the City of College Station on the North Fork of Lick Creek.
See Exhibit 1.
2. STORMWATER RUNOFF
Exhibit 1 is also an overview of the project area obtained from data furnished by the developer of the
project: boundary survey by Curtis Strong, R.P.L.S. # 4961 and topographic data by the City of College
Station (1994), field verified herein. A site benchmark, elevation 283.80, was established at the
easternmost building slab corner as shown on Exhibit 1.
One drainage section, 0.651 acres, was identified for this project. It consists only of the area disturbed by
the development of the proposed parking lot as shown on Exhibit 1.
Exhibit 2 (1 page), shows the runoff calculations for the 5, 10, 25, 50 and 100-year storms for this drainage
section.
3. INFLOW HYDROGRAPHS
Inflow hydrographs for the five storms, calculated using Haestad Quick-TR 55 Version 5.47, are shown in
Exhibit 3 (6 pages) and give a preliminary storage requirement of 0.014 ac-ft for the 100-yr rainfall. The
resulting preliminary runoff detention for the 100-year return period, using Haestad Pond-2 Version 5.21, is
calculated at 0.01 ac-ft and is given in Exhibit 4 (2 pages).
-1-
r f
4. DETENTION FACILITY
A detention facility has been designed at the northern corner of the proposed parking lot. This facility will
release the runoff through avertical-rectangular weir, a curb cut 3.33' wide and 0.7' high, which disperses
the water into sheet flow towards the rear of the property by means of a 6' x 10' section of rubble rip-rap
(20 lbs. pieces). The top of the pond was established at 282.40'. The weir flow line was set at 281.70'.
Exhibit 5 (4 pages) shows the characteristics of the 3.33'x0.7' v-r weir.
Exhibit 6 (1 page) shows the contour volumes for the pond elevations.
Exhibit 7 (10 pages) shows the pond routing computations for multiple (five) storms. The results are
summarized as follows:
Storm 5 10 25 50 100
Qmax out allowed, cfs 3.83 4.30 4.91 5.55 5.80
Max Pond elev., ft 282.40 282.40 282.40 282.40 282.40
Peak flow attained, cfs 3.72 4.17 4.76 5.38 5.62
Pond elev. at peak flow, ft 282.22 282.26 282.31 282.37 282.38
~/,,~~.
Flow velocity (at Q-100) at the weir is calculated at„3-28'fps. Since the weir is designed to discharge the
water to the rear of the property, an area of 6' x 10' rip-rap will be installed below the weir to prevent
erosion.
8. CERTIFICATION
This report and design conform with the City of College Station Drainage Policy and Design Standards.
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CHRISTIAN A. GALINDO, ~# 53425, R.P.L.S. # 4473
September 14. 2000
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EXHIBIT 3
Quick TR-55 Ver.5.47 S/N:
` Executed: 14:38:12 09-13-2000
MODIFIED RATIONAL METHOD
---- Graphical Summary for Maximum Required Storage ----
SILK STOCKING LOUNGE
**********************************************************************
* I
* RETURN FREQUENCY: 5 yr ~ Allowable Outflow: 3.83 cfs
* 'C' Adjustment: 1.000 ~ Required Storage: 0.009 ac-ft
* I
* STORM DURATION = Tc for Max.Storage
* Peak Inflow: 4.51 cfs Inflow .HYD stored: 5IN .HYD
**********************************************************************
F
L
0
w
c
f
s
Tc= 10.00 minutes
I = 7.693 in/hr Area (ac): 0.65
. Q = 4.51 cfs Weighted C: 0.90
•I• Adjusted C: 0.90
I Required Storage
.----------- 0.009 ac-ft
. I.
I .
I .
0 0 o Q= 3.83 cfs
o I. (Allow.Outflow)
o I
o I NOT TO SCALE
o I ____________
o I
-----------------------I------------------------
11.50 minutes
Quick TR-55 Ver.5.47 S/N:
Executed: 14:38:12 09-13-2000
MODIFIED RATIONAL METHOD
---- Graphical Summary for Maximum Required Storage ----
SILK STOCKING LOUNGE
**********************************************************************
* I
* RETURN FREQUENCY: 10 yr I Allowable Outflow: 4.30 cfs
* 'C' Adjustment: 1.000 I Required Storage: 0.010 ac-ft
* I *
* STORM DURATION = Tc for Max.Storage
* Peak Inflow: 5.06 cfs Inflow .HYD stored: lOIN .HYD
**********************************************************************
I
I
I Tc= 10.00 minutes
I I = 8.635 in/hr Area (ac): 0.65
I Q = 5.06 cfs Weighted C: 0.90
I .I. Adjusted C: 0.90
F I .
L I I Required Storage
0 I .----------- 0.010 ac-ft
w I I.
I I .
c I I .
f I .
s l o 0 o Q= 4.30 cfs
I o I. (Allow.Outflow)
I o I .
I o I NOT TO SCALE
I o I -------_____
I o I
'-----------------------I------------------------
11.50 minutes
Quick TR-55 Ver.5.47 S/N:
Executed: 14:38:12 09-13-2000
MODIFIED RATIONAL METHOD
---- Graphical Summary for Maximum Required Storage ----
SILK STOCKING LOUNGE
**********************************************************************
* I
* RETURN FREQUENCY: 25 yr I Allowable Outflow: 4.91 cfs
* 'C' Adjustment: 1.000 I Required Storage: 0.012 ac-ft
* I
* STORM DURATION = Tc for Max.Storage
* Peak Inflow: 5.78 cfs Inflow .HYD stored: 25IN .HYD
I
I
I Tc= 10.00 minutes
I I = 9.861 in/hr Area (ac): 0.65
I Q = 5.78 cfs Weighted C: 0.90
I I. Adjusted C: 0.90
F I
L I I Required Storage
0 I .----------- 0.012 ac-ft
w I I.
I I .
c I I
f I
s l o 0 o Q= 4.91 cfs
I o I. (Allow.Outflow)
I o I .
I o I NOT TO SCALE
I o I ____________
I o I .
'-----------------------I------------------------
11.50 minutes
Quick TR-55 Ver.5.47 S/N:
Executed: 14:38:12 09-13-2000
MODIFIED RATIONAL METHOD
---- Graphical Summary for Maximum Required Storage ----
SILK STOCKING LOUNGE
**********************************************************************
* I
* RETURN FREQUENCY: 50 yr I Allowable Outflow: 5.55 cfs
* 'C' Adjustment: 1.000 I Required Storage: 0.019 ac-ft
* I
* STORM DURATION = Tc for Max.Storage
* Peak Inflow: 6.53 cfs Inflow .HYD stored: 50IN .HYD
**********************************************************************
I
I
I Tc= 10.00 minutes
I I = 11.148 in/hr Area (ac): 0.65
I Q = 6.53 cfs Weighted C: 0.90
I .I. Adjusted C: 0.90
F I
L I I Required Storage
0 I .----------- 0.014 ac-ft
w I I.
I I .
c I I .
f I
s l o 0 o Q= 5.55 cfs
I o I. (Allow.Outflow)
I o I .
I o I NOT TO SCALE
I o I ____________
I o I
'-----------------------I------------------------
11.50 minutes
Quick TR-55 Ver.5.47 S/N:
Executed: 14:38:12 09-13-2000
MODIFIED RATIONAL METHOD
---- Graphical Summary for Maximum Required Storage ----
SILK STOCKING LOUNGE
**********************************************************************
* I
* RETURN FREQUENCY: 100 yr I Allowable Outflow: 5.80 cfs
* 'C' Adjustment: 1.000 I Required Storage: 0.019 ac-ft
* I
* STORM DURATION = Tc for Max.Storage
* Peak Inflow: 6.82 cfs Inflow .HYD stored: 100IN .HYD
**********************************************************************
I
I
I Tc= 10.00 minutes
~ I = 11.639 in/hr Area (ac): 0.65
~ Q = 6.82 cfs Weighted C: 0.90
I .I. Adjusted C: 0.90
F ~
L I I Required Storage
0 I .----------- 0.014 ac-ft
w I I.
I I .
c I I .
f I .
s l o 0 o Q= 5.80 cfs
I o I. (Al1ow.0utflow)
I o I
I o I NOT TO SCALE
I o I ____________
I o I
'-----------------------I------------------------
11.99 minutes
~ Quick TR-55 Ver.5.47 S/N:
Executed: 14:38:12 09-13-2000
************************************************************************
************************************************************************
* *
* *
* MODIFIED RATIONAL METHOD
* ---- Grand Summary For All Storm Frequencies ----
* *
* *
************************************************************************
************************************************************************
First peak outflow point assumed to occur at Tc hydrograph recession leg.
SILK STOCKING LOUNGE
.........
......... Area =
.......... 0.65 acres
...............
........... Tc = 10.00
.............. minutes
........
......... ......... ........... ....... ....... ........... ......................
VOLUMES
Frequency Adjusted Duration Intens. Qpeak Allowable ~ Inflow Storage
(years) 'C' minutes in/hr cfs cfs ~ (ac-ft) (ac-ft)
5 0.900 10 7.693 4.51 3.83 I 0.062 0.009
10 0.900 10 8.635 5.06 4.30 ~ 0.070 0.010
25 0.900 10 9.861 5.78 4.91 ~ 0.080 0.012
50 0.900 10 11.148 6.53 5.55 ~ 0.090 0.014
100 0.900 10 11.639 6.82 5.80 I 0.094 0.014
EXHIBIT 4
POND-2 Version: 5.21 S/N:
» » > OUTFLOW HYDROGRAPH ESTIMATOR « « <
Inflow Hydrograph: d:\ljo\20-00\20-OOpnd\100IN .HYD
Qpeak = 6.8 cfs
Estimated Outflow: d:\ljo\20-00\20-OOpnd\ESTIMATE.EST
Qpeak = 5.8 cfs
Approximate Storage Volume
(computed from t= 0.00 to 0.19 hrs)
0.0 acre-ft
POND-2 Version: 5.21 S/N:
Plotted: 09-13-2000
Flow (cfs)
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0
0.0 I
-fix
I x*
.02 -I x*
~ x
.03 -~ x
~ x
.05 -~ x
~ x *
.07 -~ x
~ x *
.08 -I x
~ x *
.1 -I x
~ x *
.12 -~ x
~ x *
.13 -~ x
~ x *
.15 -~ x
~ x *
.17 -~ x *
~ x *
.18 -~ x *
x
.2 -~ *
*
.22 -~
*
.23 -I
I *
.25 -I *
I *
.27 -~
I
.28 -~
I
.3 -I
I
.32 -I
.33 I
-I*
I
TIME
(hrs)
* File: d:\ljo\20-00\20-OOpnd\100IN .HYD Qmax = 6.8 cfs
x File: d:\ljo\20-00\20-OOpnd\ESTIMATE.EST Qmax = 5.8 cfs
EXHIBIT 5
Outlet Structure File: 20-00 .STR
POND-2 Version: 5.21 S/N:
Date Executed: Time Executed:
SILK STOCKINGS LOUNGE
Outlet Structure File: d:\ljo\20-00\20-OOpnd\20-00 .STR
Planimeter Input File: d:\ljo\20-00\20-OOpnd\20-00 .VOL
Rating Table Output File: d:\ljo\20-00\20-OOpnd\20-00 .PND
Min. Elev.(ft) = 281.7 Max. Elev.(ft) = 282.4 Incr.(ft) _
2
Additional elevations (ft) to be included in table:
SYSTEM CONNECTIVITY
Structure No. Q Table Q Table
---------- --- ------ -------
WEIR-VR 1 -> 1
Outflow rating table summary was stored in file:
d:\ljo\20-00\20-OOpnd\20-00 .PND
i i
Outlet Structure File: 20-00 .STR
POND-2 Version: 5.21 S/N:
Date Executed: Time Executed:
SILK STOCKINGS LOUNGE
» »» Structure No. 1 «« «
(Input Data)
WEIR-VR
Weir - Vertical Rectangular
E1 elev.(ft)? 281.7
E2 elev.(ft)? 282.401
Weir coefficient? 3.087
Weir elev.(ft)? 281.70
Length (ft)? 3.33
Contracted/Suppressed (C/S)? C
Outlet Structure File: 20-00 .STR
POND-2 Version: 5.21 S/N:
Date Executed: Time Executed:
*********************
SILK STOCKINGS LOUNGE
*********************
Outflow Rating Table for Structure #1
WEIR-VR Weir - Vertical Rectangular
***** INLET CONTROL
Elevation (ft) Q (cfs)
-------------- -------
281.70 0.0
281.90 0.9
282.10 2.5
282.30 4.6
282.40 5.8
ASSUMED *****
Computation Messages
---------------------
H =0.0
H =.2
H =.4
H =.6
H =.7
C = 3.087 L (ft) = 3.33
H (ft) = Table elev. - Invert elev. ( 281.7 ft )
Q (cfs) = C * (L-.2H) * (H**1.5) -- Contracted Weir
EXHIBIT 6
POND-2 Version: 5.21
S/N:
SILK STOCKING LOUNGE
CALCULATED 09-13-2000 14:40:58
DISK FILE: d:\ljo\20-00\20-OOpnd\20-00 .VOL
Planimeter scale: 1 inch = 1 ft.
*
Elevation Planimeter Area Al+A2+sgr(A1*A2) Volume Volume Sum
(ft) (sq.in.)
---- (acres)
-------- (acres)
------------------- (acre-ft)
------------- (acre-ft)
-----------
-----------
281.70 ---------
0.00 0.00 0.00 0.00 0.00
281.90 1,000.00 0.02 0.02 0.00 0.00
282.10 1,483.00 0.03 0.08 0.01 0.01
282.40 1,995.00 0.05 0.12 0.01 0.02
2
IA = (sq.rt(Areal) + ((Ei-E1)/(E2-E1))*(sq.rt(Area2)-sq.rt(Areal)))
where: El, E2 = Closest two elevations with planimeter data
Ei = Elevation at which to interpolate area
Areal,Area2 = Areas computed for E1, E2, respectively
IA = Interpolated area for Ei
* Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-EL1) * (Areal + Areal + sq.rt.(Areal*Area2))
where: EL1, EL2 = Lower and upper elevations of the increment
Areal,Area2 =Areas computed for EL1, EL2, respectively
Volume = Incremental volume between EL1 and EL2
EXHIBIT 7
POND-2 Version: 5.21 S/N: Page 1
EXECUTED: 09-13-2000 14:41:46 STORM # 1 Return Freq: 5 years
***************************
*
* SILK STOCKING LOUNGE
*
*
* *
*
***************************
****************** SUMMARY OF ROUTING COMPUTATIONS ******************
Pond File: d:\ljo\20-00\20-OOpnd\20-00 .PND
Inflow Hydrograph: d:\ljo\20-00\20-OOpnd\5IN .HYD
Outflow Hydrograph: d:\ljo\20-00\20-OOpnd\5 OUT .HYD
Starting Pond W.S. Elevation = 281.70 ft
***** Summary of Peak Outflow and Peak Elevation *****
Peak Inflow = 4.51 cfs
Peak Outflow = 3.72 cfs
Peak Elevation = 282.22 ft
***** Summary of Approximate Peak Storage *****
Initial Storage = 0.00 ac-ft
Peak Storage From Storm = 0.01 ac-ft
---------------
Total Storage in Pond = 0.01 ac-ft
t ~
POND-2 Version: 5.21 S/N:
STORM # 1
Pond File: d:\ljo\20-00\20-OOpnd\20-00
Inflow Hydrograph: d:\ljo\20-00\20-OOpnd\5IN
Outflow Hydrograph: d:\ljo\20-00\20-OOpnd\5 OUT
Peak Inflow = 4.51 cfs
Peak Outflow = 3.72 cfs
Peak Elevation = 282.22 ft
Page 3
Return Freq: 5 years
.PND
.HYD
.HYD
EXECUTED: 09-13-2000
14:41:46
Flow (cfs)
0.0
.---- 0.5 1.0 1.5 2.0 2.5
--I-----I-----I-----I-----I- 3.0
----I--- 3.5 4.0
--I-----I-- 4.5 5.0 5.5
---I-----I-----I-
0.0 I
-I*
I x *
.02 -I x *
I x *
.03 -I x
I x *
.05 -I x
I X *
.07 -I x
I x
.09 -I x
I x
.1 -I x
I X *
.12 -I x
I x
.14 -I x
I x *
.15 -I x
I x *
.17 -I x *
I x *
.19 -I x
I x*
.2 -I x
I x
.22 -I x
I * x
.29 -I x
I * x
.26 -I * x
I * x
.27 -I * x
I * x
.29 -I * x
I * x
.31 -I * x
I x
.32 -I x
I x
I
TIME
(hrs)
x File: d:\ljo\20-00\20-OOpnd\5 OUT .HYD Qmax = 3.7 cfs
* File: d:\ljo\20-00\20-OOpnd\5IN .HYD Qmax = 4.5 cfs
POND-2 Version: 5.21 S/N: Page 1
EXECUTED: 09-13-2000 14:41:46 STORM # 2 Return Freq: 10 years
***************************
* *
* SILK STOCKING LOUNGE
* *
* *
* *
* *
***************************
****************** SUMMARY OF ROUTING COMPUTATIONS ******************
Pond File: d:\ljo\20-00\20-OOpnd\20-00 .PND
Inflow Hydrograph: d:\ljo\20-00\20-OOpnd\lOIN .HYD
Outflow Hydrograph: d:\ljo\20-00\20-OOpnd\10 OUT .HYD
Starting Pond W.S. Elevation = 281.70 ft
***** Summary of Peak Outflow and Peak Elevation *****
Peak Inflow = 5.06 cfs
Peak Outflow = 4.17 cfs
Peak Elevation = 282.26 ft
***** Summary of Approximate Peak Storage *****
Initial Storage = 0.00 ac-ft
Peak Storage From Storm = 0.01 ac-ft
---------------
Total Storage in Pond = 0.01 ac-ft
POND-2 Version: 5.21 S/N: Page 3
STORM # 2 Return Freq: 10 years
Pond File: d:\ljo\20-00\20-OOpnd\20-00 .PND
Inflow Hydrograph: d:\ljo\20-00\20-OOpnd\lOIN .HYD
Outflow Hydrograph: d:\ljo\20-00\20-OOpnd\10 OUT .HYD
EXECUTED: 09-13-2000
Peak Inflow = 5.06 cfs 14:91:46
Peak Outflow = 9.17 cfs
Peak Elevation = 282.26 ft
Flow (cfs)
0.0
.---- 1.0 2.0 3.0 9.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0
--I-----I-----I-----I-----I-----I-----I-----I-----~-----I-----I-
0.0 I
-I*
~x *
.02 -~ x
I x
.03 -I x
I x *
.05 -I x
I x
.07 -I x
~ x *
.09 -I x
I x *
.1 -I x
~ x *
.12 -I x *
I x *
.14 -I x *
~ x *
.15 -I x *
I x *
.17 -I x *
I x *
.19 -I x *
*
.2 I
-I *x
I * X
.22 -I * x
I * x
.24 -I * x
I * x
.26 -I * x
I * x
.27 -I x
I x
.29 -I * x
~ * x
.31 -I * x
~ * x
.32 -I * x
I* X
I
TIME
(hrs)
x File: d:\ljo\20-00\20-OOpnd\10 OUT .HYD Qmax = 4.2 cfs
* File: d:\ljo\20-00\20-OOpnd\lOIN .HYD Qmax = 5.1 cfs
i a
POND-2 Version: 5.21 S/N: Page 1
EXECUTED: 09-13-2000 14:91:46 STORM # 3 Return Freq: 25 years
***************************
*
* SILK STOCKING LOUNGE
*
*
*
*
***************************
****************** SUMMARY OF ROUTING COMPUTATIONS ******************
Pond File: d:\ljo\20-00\20-OOpnd\20-00 .PND
Inflow Hydrograph: d:\ljo\20-00\20-OOpnd\25IN .HYD
Outflow Hydrograph: d:\ljo\20-00\20-OOpnd\25 OUT .HYD
Starting Pond W.S. Elevation = 281.70 ft
***** Summary of Peak Outflow and Peak Elevation *****
Peak Inflow = 5.78 cfs
Peak Outflow = 4.76 cfs
Peak Elevation = 282.31 ft
***** Summary of Approximate Peak Storage *****
Initial Storage = 0.00 ac-ft
Peak Storage From Storm = 0.02 ac-ft
---------------
Total Storage in Pond = 0.02 ac-ft
POND-2 Version: 5.21 S/N: Page 3
STORM # 3 Return Freq: 25 years
Pond File: d:\1jo\20-00\20-OOpnd\20-00 .PND
Inflow Hydrograph: d:\ljo\20-00\20-OOpnd\25IN .HYD
Outflow Hydrograph: d:\ljo\20-00\20-OOpnd\25 OUT .HYD
EXECUTED: 09-13-2000
Peak Inflow = 5.78 cfs 14:41:46
Peak Outflow = 4.76 cfs
Peak Elevation = 282.31 ft
Flow (cfs)
0.0
.--- 1.0 2.0 3.0
---I-----I-----I-- 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0
---I-----I-----I-----I-----I-----I-----I-----I-
0.0 I
-I*
I x*
.02 -I x
I X *
.03 -I x
I x *
.05 -I x
I x
.07 -I x
~ x *
.09 -I x
I x *
.1 -I x
I x
.12 -I x *
I x *
.14 -I x
I x
.15 -I x
I X *
.17 -I x
I X *
.19 -I x
I x*
.2 -I * x
I * X
.22 -I * x
I * x
.24 -I * x
I * x
.26 -I * x
I * x
.27 -I * x
I * x
.29 -I * x
I * x
.31 -I * x
I * x
.32 -I * x
I* x
I
TIME
(hrs)
x File: d:\ljo\20-00\20- OOpnd\25 OUT .HYD Qmax = 4.8 cfs
* File: d:\ljo\20-00\20- OOpnd\25IN .HYD Qmax = 5.8 cfs
1 i
POND-2 Version: 5.21 S/N: Page 1
EXECUTED: 09-13-2000 17:22:51 STORM # 4 Return Freq: 50 years
***************************
*
* SILK STOCKING LOUNGE
*
*
*
*
***************************
****************** SUMMARY OF ROUTING COMPUTATIONS ******************
Pond File: c:\ljo\20-00\20-OOpnd\20-00 .PND
Inflow Hydrograph: c:\ljo\20-00\20-OOpnd\50IN .HYD
Outflow Hydrograph: c:\ljo\20-00\20-OOpnd\50 OUT .HYD
Starting Pond W.S. Elevation = 281.70 ft
***** Summary of Peak Outflow and Peak Elevation *****
Peak Inflow = 6.53 cfs
Peak Outflow = 5.38 cfs
Peak Elevation = 282.37 ft
***** Summary of Approximate Peak Storage *****
Initial Storage = 0.00 ac-ft
Peak Storage From Storm = 0.02 ac-ft
---------------
Total Storage in Pond = 0.02 ac-ft
• +
POND-2 Version: 5.21 S/N: Page 3
STORM # 4 Return Freq: 50 years
Pond File: c:\ljo\20-00\20-OOpnd\20-00 .PND
Inflow Hydrograph: c:\ljo\20-00\20-OOpnd\50IN .HYD
Outflow Hydrograph: c:\ljo\20-00\20-OOpnd\50 OUT .HYD
EXECUTED: 09-13-2000
Peak Inflow = 6.53 cfs 17:22:51
Peak Outflow = 5.38 cfs
Peak Elevation = 282.37 ft
Flow (cfs)
0.0
.--- 1.0 2.0 3.0 4.0 5.0
---I-----I-----I-----I-----I-- 6.0 7.0 8.0 9.0 10.0 11.0
---I-----I-----I-----I-----I-----I-
0.0 I
-I*
I x*
.02 -I x *
I x *
.03 -I x
I x *
.05 -I x
I x
.07 -I x
I x
.09 -I x
I x
.1 -I x
I x
.12 -I x
I x
.14 -I x
I x *
.15 -I x
I x
.17 -I x
I x
.19 -I x
I
.2 -I * x
I * x
.22 -I * x
I * x
.24 -I * x
I * x
.26 -I * x
I * x
.27 -I * x
I x
.29 -I * x
I * x
.31 -I * x
I * x
.32 -I * x
I* x
I
TIME
(hrs)
x File: c:\ljo\20-00\20-OOpnd\50 OUT .HYD Qmax = 5.4 cfs
* File: c:\ljo\20-00\20-OOpnd\50IN .HYD Qmax = 6.5 cfs
s +~
POND-2 Version: 5.21 S/N: Page 1
EXECUTED: 09-13-2000 17:22:51 STORM # 5 Return Freq: 100 years
***************************
* *
* SILK STOCKING LOUNGE
* *
* *
* *
*
***************************
****************** SUMMARY OF ROUTING COMPUTATIONS ******************
Pond File: c:\ljo\20-00\20-OOpnd\20-00 .PND
Inflow Hydrograph: c:\ljo\20-00\20-OOpnd\100IN .HYD
Outflow Hydrograph: c:\ljo\20-00\20-OOpnd\100 OUT .HYD
Starting Pond W.S. Elevation = 281.70 ft
***** Summary of Peak Outflow and Peak Elevation *****
Peak Inflow = 6.82 cfs
Peak Outflow = 5.62 cfs
Peak Elevation = 282.38 ft
***** Summary of Approximate Peak Storage *****
Initial Storage = 0.00 ac-ft
Peak Storage From Storm = 0.02 ac-ft
---------------
Total Storage in Pond = 0.02 ac-ft
POND-2 Version: 5.21 S/N: Page 3
STORM # 5 Return Freq: 100 years
Pond File: c:\ljo\20-00\20-OOpnd\20-00 .PND
Inflow Hydrograph: c:\ljo\20-00\20-OOpnd\100IN .HYD
Outflow Hydrograph: c:\ljo\20-00\20-OOpnd\100 OUT .HYD
EXECUTED: 09-13-2000
Peak Inflow = 6.82 cfs 17:22:51
Peak Outflow = 5.62 cfs
Peak Elevation = 282.38 ft
Flow (cfs)
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0
.------I-----I-----I-----I-----I-----I-----I-----I-----I-----I-----I-
I
0.0 -I*
I x*
.02 -I x
I x *
.03 -I x
I x
.05 -I x
I x *
.07 -I x
~ x *
.09 -I x *
I x *
.1 -I x *
I X *
.12 -I x *
I x *
.14 -I x *
I x *
.15 -I x
I x *
.17 -I x *
I x *
.19 -I x *
I x*
.2 -I * x
I * x
.22 -I * x
I * x
.24 -I * x
I * x
.26 -I * x
I * x
.27 -I * x
I * x
.29 -I * x
I * x
.31 -I * x
I * x
.32 -I x
I* x
I
TIME
(hrs)
x File: c:\ljo\20-00\20-OOpnd\100 OUT .HYD Qmax = 5.6 cfs
* File: c:\ljo\20-00\20-OOpnd\100IN .HYD Qmax = 6.8 cfs
GALINDO ENGINEERS AND MANNERS, INC.
3833 South Texas Ave., Suite 213 Bryan, Texas 77802 (979) 846-8868
TRANSMITTAL LETTER
G EP Project: Z~' -~-~ Date: ~c=<'TGN't~3c ~ IMF, Z~~~ ~
TO: iLAfViV/iVt' t~E"P/fRTM~NT
C/T1/ C~i- G::'GLE~~ ~Ti4Tluc/
FROM:
SUBJECT
TRANSMITTED:
~/~k~C>NL- LL'/ UP~iZi~/~ ~ ~ 5/UC 5Tt>G-iE'iNC~ L~"'ciNL~E
ACTION REQUESTED:
('herewith
()per your request
()under separate cover
(~eview
()approval and signature
()information /use
DOCUMENTS: ()'drawings
()cost estimate
(~-report /specifications
()correspondence
(other ~i7~ f'UkN /4tr UST/!ice/
date copies description
y ~>/~~ I iO I s~ TE i4iy~ ~i~-/r°/,~G~ Pt.~4/V - sic.r Si'~aGr•/N(GS C.c~ c-/^/L~c
47 ~ 3 ~~~ I ! I S i T~ ~G~/V /a-.°f~~ i~ r~c%.c/ ~` GEE
9 /4 c^6- I ,~ I 17,2/k/iVff(~ ~ZE~~RT
I I
I I
I I
I I
COMMENTS:
cc: .~ INl ~FLLE /~/
(}with enclosures, (} w/o enclosures
Q with enclosures, Q w/o enclosures
becomes nonconforming under this ordinance. If such nonconforming use is discontinued,
interrupted or changed, any future use of such land shall be in conformity with the provisions
of this ordinance.
All existing enterprises, even nonconforming uses under this ordinance, are required to be
licensed and shall apply for a permit sixty (60) calendar days of the date of passage of this
Section. All existing enterprises must be in compliance with the provisions of these reg-
ulations and secure a permit within ninety (90) calendar days of the passage of this ordi-
nance.
The issuance of a yearly permit hereunder shall not affect the amortization of nonconforming
uses as provided herein.
K. UNLAWFUL ACTS
(1) False or fraudulent statements - It shall be unlawful for any person to knowingly make
any false, fraudulent or untruthful statement, either written or oral, or in any way
knowingly to conceal any material fact or to give or use any assumed name or
fictitious name other than the one duly filed for record in compliance with the
Assumed Business or Professional Name Act (Texas Business and Commerce Code
Annotated, Chapter 36).
(2) Use of another's permit unlawful - It shall be unlawful for any individual, partnership,
corporation or other entity to use a permit which has been issued to another
individual, partnership, corporation or other entity.
(3) Unlawful to deface, alter, etc. a permit - It shall be unlawful for any person to
counterfeit, forge, change, deface or alter a permit.
(Ordinance No. 1554 of September 27, 1984)
(4) Violation Deemed a Misdemeanor
Where authorized by law, the violation of any provision of these regulations will be
considered a misdemeanor and upon conviction thereof shall be punishable by a fine
pursuant to the General Penalty set out in Chapter 1, Section 5, of this Code of
Ordinances.
(Ordinance No. 2030 of September 9, 1993)
(5) Authority to file suit -The City Attorney is hereby authorized to file suit in District
Court to enjoin the violation of any provision of these regulations.
NOT TO LEGALIZE ANYTHING PROHIBITED BY STATE LAW OR CITY
ORDINANCE
These regulations do not legalize anything prohibited under the penal code or any other state
law or city ordinance. Further, any violation of the Penal Code or other state law or city
ordinance shall be deemed grounds for revocation of the permit issued.
(Ordinance No. 1554 of September 27, 1984)
4-79
Rev. 5/00
/o-s o c3
~. ~
~ \ __
_ .. C~ ~s Cac"_ 49:. ~~ o _ ..`~,c~~s..-~'~_._ -'fir ~~ ~v r- o ...~.. _ -~C ~ Lam. d~...Q.,JI
~- _, _ _
~~
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c~...~- ~,.. e ..~. >.e,
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~ ~ << l
~ /~ ~ ~ ~
\ylLF\
~p t\ .. /~ Jul
`,,
09/26/00 17:17 '8`979 764 3496 DEVELOPMENT SVCS 1001
McCLURE ENGINEERING, INC.
1008 Woodcreek Drive, Suite 103
College Station, Texas 77845
(979) 693-3838, FAX 693-2554
TRANSMITTAL LETTER
TO: Ms. Bridgette George Date:
Assistant Development Coordinator Attn:
CITY OF COLLEGE STATION RE:
We are sending you the following: ®Attached
^ Invoice ^ Prints ®Plans ^ Contractor Invoice
^ Contracts ^ Other
9/21 /2000
Proj. #
ROCK PRAIRIE ROAD TEXACO
^ Under Separate Cover Via:
^ Bid Books ^ Specifications ^ Change Order
Copies Date Description
1 3/2000 Set of Civil Plans for Rock Prairie Texaco
These are transmitted as follows
^ For Approval ^ Approved as Submitted
^ For your use ^ Approved except as noted
® As Requested ^ Resubmitted after Revisions
^ For Review Comments ^ Other
REMARKS:
Copies for your files
Corrected Prints
COPY TO: SIGNED:
Sets to be approved and returned to me
1Vlichael R. McClure, P.E., R.P.L.S.
President
Outlet Structure File: 20-00 .STR
POND-2 Version: 5.21 S/N:
Date Executed: Time Executed:
*********************
SILK STOCKINGS LOUNGE
*********************
***** COMPOSITE
Elevation (ft) Q (cfs
-------------- ------
281.70 0.0
281.90 0.9
282.10 2.5
282.30 4.6
282.90 5.8
OUTFLOW SUMMARY ****
Contributing Structures
------------------------
1
1
1
1
1
SECTION 17: SEXUALLY ORIENTED COMMERCIAL ACTIVITIES
A. DEFINITIONS
The definitions, as used in these regulations, shall be taken as the meaning unless the
context clearly indicates to the contrary or unless the Zoning Ordinance of the City of College
Station indicates otherwise.
(1) City Council -Means council of the City of College Station.
(2) Ci r -Means the City of College Station, Texas.
(3) Church or Place of Religious Worship - Means a building in which persons regularly
assemble to worship, intended primarily for purposes connected with faith or for
propagating a particular form of religious belief.
(4) Chief of Police -The Chief of Police of the City of College Station, as appointed by
the City of College Station City Council.
(5) District C-I -General Commercial - Means a district designed to provide a location for
general commercial, retail uses which serve the entire community and its visitors.
(6) Person -Means an individual, partnership, or corporation or other entity.
(7) Regulations -Means the provisions of Sections I and II of this Ordinance.
(8) School - Means a building where persons regularly assemble for the purpose of in-
struction or education, together with playgrounds, dormitories, stadia and other
structures or grounds used in conjunction therewith and is limited to public and pri-
vate schools used for primary, secondary or college education.
(Ordinance No. 1554 of September 27, 1984)
(9) Enterprise - Means a 'sexually oriented business' which includes a sex parlor, nude
studio, modeling studio, love parlor, adult bookstore, adult movie theater, adult video
arcade, adult movie arcade, adult video store, adult motel, or other commercial
enterprise the primary business of which is the offering of a service or the selling,
renting, or exhibiting of devices or any other items intended to provide sexual
stimulation or sexual gratification to the customer.
(Ordinance No. 2032 of September 9, 1993)
(10) State -Means the State of Texas.
(Ordinance No. 1554 of September 27, 1984)
B. EXCEPTIONS TO REGULATIONS
These regulations do not apply to the following:
(1) Any business operated by or employing licensed psychologists, licensed physical
therapists, licensed athletic trainers, licensed cosmetologists, or licensed barbers
performing functions authorized under the licenses held.
(2) Any business operated by or employing licensed physicians, licensed practical
nurses, or licensed chiropractors engaged in practicing the healing arts.
(Ordinance No. 1729 of October 22, 1987).
4-75
Rev. 5/00
(2) The name under which the enterprise is to be operated and a general description of
the service to be provided.
(3) The address and legal description of the parcel of land on which the restricted es-
tablishment is to be located.
(4) The name, resident address and telephone number of the manager or other individ-
ual to be principally in charge of the operation of the enterprise.
(5) A written declaration that the information contained in the application is true and
correct.
(6) If the applicant is an individual, the application shall be signed and verified by the
applicant. If the applicant is a partnership, the application shall be signed and ver-
ified by all of the partners thereof. If the applicant is a corporation or other entity, the
application shall be signed and verified by the President and the Treasurer of such
corporation or entity.
The application shall be accompanied by the following:
(1) Payment of the permit fee.
(2) A certified copy of the Assumed Name Certificate filed in compliance with the
Assumed Business or Professional Name Act (Texas Revised Civil Statutes, Anno-
tated Business and Commerce Code, Chapter 36), if the applicant is to operate the
restricted establishment under the assumed name.
(3) If the applicant is a Texas Corporation, a certified copy of the Articles of Incorpora-
tion, together with all amendments thereto, shall be filed.
(4) If the applicant is a foreign corporation, a certified copy of the Certificate of Authority
to Transact Business in the State, together with all amendments thereto, shall be
filed.
(5) A certified copy of the Certificate of Limited Partnership, together with all amend-
ments thereto, filed in the Office of the Secretary of State under the Texas Limited
Partnership Act, (Article 6132a of Texas Revised Civil Statutes), if the applicant is a
limited partnership formed under the laws of the State of Texas.
(6) A certified copy of the Certificate of Limited Partnership and the qualification doc-
uments, together with all amendments thereto, filed in the Office of the Secretary of
State under the Texas Limited Partnership Act, if the applicant is a foreign or limited
partnership.
(7) A complete list of persons employed by the enterprise, including their age, date and
place of birth, social security number, driver's license number and salary or wage
rate. The list shall be updated monthly by a verified report to the Chief of Police, or
his designate, listing all of the above information for any employees hired during the
previous month.
F. INVESTIGATION. ISSUANCE OR DENIAL OF PERMIT
Upon receiving an application for a permit, the Chief of Police, or his designate, shall conduct
an investigation for the purpose of determining whether or not such enterprise complies with
the location requirements as set forth in these regulations. He shall thereafter notify each
applicant of their eligibility for a permit within twenty (20) days of receipt of the application. If
the applicant complies with the provisions of these regulations, then the Chief of Police, or his
designate, shall issue a permit. In the event that he finds that an applicant fails to comply
with these regulations, then the applicant shall be so notified and be entitled to a hearing held
pursuant to Paragraph I of this Section.
4-77
Rev. 5/00
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f'1zEDEYEL01'MENTMEETlNG
The purpose of a predevelopment meeting i5 to meet the City stafr• that will be involved
with your development and identify general issues that need further analysis. Along with
the discussion of these major issues, staf>• will talk about the development process,
distribute necessary information and discuss what permits will be required for your
particular development. This meeting is in no way a complete review of your project.
5tafl= will perForm a formal thorough review once the minimum requirements are
submitted for your particular development.
I ~v55t~Ji~~ 5_
Date of Meeting: ~
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Applicant(s): '~ ~~~Q~,,,, C;~S C~hC~O
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City Staff present:. _
Proposal: ~ "
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Miscellaneous: a
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Utility 155ue5:
Water Availability/capacity: ~,~/~
Sanitary Sewer Availability/Capacity: ~~~
Impact Fees:
Electrical ~`" ~ ~ ~ ~~-O.
Fire Hydrant
MiSCellaneou5:
Landscaping/Street5cape: ;'(,~ ~ ~ ~~ ~ ~~ ~U~~~s .
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DumpSter Location:
Signs:
Screening/Buffering:
Variance Re~ueet5:
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