HomeMy WebLinkAbout27 Development Permit 497 HEB ExpansionDEVELOPMENT PERMIT
PERMIT NO. 497
HEB EXP ANSI ON (OLD NA VY)
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE ST A TION CITY CODE
SITE LEGAL DESCRIPTION:
Lot 1, Kapchinski Hill Subdivision
OWNER:
H .E. Butt Grocery Company
DRAINAGE BASIN:
Bee Creek
TYPE OF DEVELOPMENT:
SITE ADDRESS:
2000 Texas Ave .
This permit is valid for site construction as shown on the approved construction plans.
The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate
construction site in accordance with the approved erosion control plan as well as the City of College
Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed
areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales
used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed
vegetation be returned to its original condition, placement and state. The Owner and/or Contractor shall
be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery
and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work.
Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced
before any operations of this permit can begin.
In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be
taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city
streets, or existing drainage facilities .
I hereby grant this permit for development of an area outside the special flood hazard area. All
development shall be in accordance with the plans and specifications submitted to and approved by the
City Engineer in the development permit application for the above named project and all of the codes and
ordinan fthe Ci fCollege Station that apply.
Date /
Date
ACCOUNT NO . _________________ _ 3 993 65
CITY OiL:fOLLEGE STATION
$ 1DDJ) . ~ll
RECEI VED OF \?t )J/'~ u ~?51Y\j ( = ,19ctt
L
Paid by_ Check ___ Cash v THANK YOU lS~w
...... ,.....~
Figure XII
Development Permit
City of College Station, Texas
Site Legal Description L 0 r i ,, /.(A fr< t! i"11i_ :;1ci ti I i.,i_, 4 <J I~ 0 I v I 5 i 0 kJ
Site Owner: tf £ . Jill T( Q,,~_, '1~mlJrJrrJ '( Address : ----------
J r Telephone: -----------/1 i<.tS:t-t,; M1.11-1 oz,.J W 1&eO S K'< --
Architect/ 1 J Addr~s: 't\ 1ou g;t-( Ge: 4ou '[J..f C/;
ginee · fVL • {, \-f-A-M }J1 O t---1 5. Telephone No : 4 1 <f -J If: <i f .. - _ /
Address : ------------
Telephone No:---------..,....--
Date Application Filed : ----'1 .... 0~/_9,,_,o:!...j/'--q_,_· -+-7 __ _
I I + Approved :-----------
Application is hereby made fo r' the following development specific waterway alterati~ns :
Oil
0 Application Fee -
0 Signed Certifications
0 Drainage and erosion control plan, with supporting Drainage Report two (2) copies each.
fo.__ Site -and Construction Plans, with supporting Drainage Report two (2) copiefeach.
0 Other: -----------------------------
. ACKNOWLEDGMENTS :
I, ~{, L, Y Pc f-1 Jv(O ~ 7/ P 2 . , ~r/owner, hereby acknowle~~::~r~ a~~ that:
The information and conclusions contained in the above plans and suppqrting dobu.m~~t5.:~mply
with the current requirements of the City of College Station, Texas City Code,-Cha pte'f:i3 :and its
associated Drainage Policy an~ Design Standards . --
As ~a-:condition -.ofapp_roy(!l~ <;>f!his,_-permit application, I agree to_ construct the_iITI-RfQY~!!!~!!ts
proposed in this application according to these documents and the requireme-ntson::n,aptec--13 of
the Colle e -Stati _ity Code. --
Contractor
~ . t ..-\'
Figure XII Continued
CERTCFICATCONS: (for proposed alterations within designated flood hazard areas.)
A. I, certify that any nonresidential structure on or proposed
to be on _ this site as part of this ~ppli_cation is designated to prevent damage to the structure or its
contents as a result of flooding from the l 00 year storm.
Engineer Date
-
B. l, certify that the finished floor elevation of the lowest
floor, including anJ basement, of any residential structure, proposed as part of this application is
at or above the base flood elevation established in the latest Federal Insurance Administration
Flood Hazard Stutly and maps, as amended .
Engineer '.· Date
C. I, certify that the "'-Iterations or development covered by
this permit shall not diminish the -flood-carrying capacity of the waterway-adjoining or crossing
t_his permitted site and that such -alterations or development are consistent with requirements of
the City of College Station City Code, Chapter 13 concerning encroachments of flood ways and of
floodway fringes _
Engineer Date -
I, do certify thatthe proposed alterations do not raise the level
·_>) of the l 00 year flood above elevation establrshed in the latest Federal Insurance Administration
Flood Hazard Study.
Engineer Date
Conditions ~r comm ents as part of approval :-------------------
In accordance with Chapter 13 of the Code of Ordinances of the City of College Station,
measures shall be taken to insure that debris from ·construction, erosion, -and sedimentation shall
not :be depo~ited in city streets, or existing drainage'facilities.
l hereby grant lftis permit for development. AJI development shall be in accordance with the plans
and specifications submitted to and approved by the City Engineer for the above named project.
All of the app·licable codes and · ordinances of the City of College Station shall apply .
M. L. HAMMONS, P.E.
1700 KYLE SOUTH, SUITE 240
COLLEGE STATION, TEXAS 77840
(409) 696-1444
City of College Station
Development Engineer
College Station, Texas
October 28, 1997
Stormwater Review
At Building Expansion
2150 E Texas Avenue
College Station, Texas
Expansion of the building located at 2150 E, within the H.E.B. development
on Texas Avenue, in College Station has been proposed by the owner. The
building is to be enlarged by approximately 2,900 square feet of floor space .
The expansion will be accomplished in an area at the back of the building
that is now a paved area. It will neither increase nor decrease the impervious area
of the site ; thereby creating no changes in stormwater runoff rates or volume.
Likewise, there is no change in stormwater runoff routing. All runoff will continue
to flow as it now flows within the current site development configuration.
Sincerely,
l
MLH/av