Loading...
HomeMy WebLinkAbout5 Texas Pavillion Retail Center 05-16 2000 Texas Ave, \I ~ ~r CITY OF COLLEGE STATION Planning & Development Serv im SITE LEGAL DESCRIPTION: Replat Kapch inski Hill Lot 4 , Block 1 DATE OF ISSUE: July 18, 2005 OWNER: James Chang 5005 Riverway , Suite 250 Houston , Texas 77056 DEVELOPMENT PERMIT PERMIT NO . 05-16a Proje ct Description FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE ADDRESS: 2000 Texas Avenue , College Station , TX , 77840 DRAINAGE BASIN: Ma in Bee Creek VALID FOR 12MONTHS CONTRACTOR: TYPE OF DEVELOPMENT: Clearin g and Grading On ly SPECIAL CONDITIONS: All construction must be in compliance with the approved construction plans Clearing and Grading Only 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 . If it is determined the prescribed eros ion control measures are ineffective to retain all sediment onsite , it is the contractors respons ibility to implement measures that will meet City , State and Federal requirements. The Owner and/or Contractor shall assure that all disturbed areas are sodden and estab lishment of vegetation occurs prior to removal of any silt fenc ing 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 cond ition , placement and state . The Owner and/o r Contractor shall be responsible for any damage to adjacent propert ies, 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 requ ired 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 sed im entation shall not be deposited in city streets , or existing drainage facil ities . 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 fo r the above named project and all of the codes and ordinances of the City of College Station that apply . J/!f/o.r Date p :\g roup\htltr\pzltr\prod\pz2 005 \p00 11 48 2 .doc ... .N Windrose Land Services, Inc --;···;"<:;z. ~~, 10675H'::i:;;;~~~e~;:' Bf~54i H-'-~.~_"-::...--: .. ~ ... -.. -.. -~.·~~~---· .'J!!--~~~~~~~~~~~P_h_o_n_e-(7_13_)_4_5B_-_22_a_1_F_ax_(_71_3_)_46_1_-1_1~51 / ~-= =c-:;; ~ Professional Surveying & Engineering Services ..r July 26 , 2005 Mr . Josh Norton C ity of College Station -Department of Public Works 1101 Texas Ave . Col lege Station , Texas 77884 Phone: (979) 76 4-3570 Re : Cost Estimate for Fire Hydrants at Te xas Pav ilion Dea r Mr. Norton , The cost estimate for proposed utilities to be turned over to public works is as follows : QUANTITY UN IT DESCRIPTION 2 EA. FIRE HYDRANT (PER C .O.C.S . DETAIL ) 66 L F. 2 EA 6" C-9 09 WATER LINE (FIRE LINE ) 6 " T APPING SLEEVE & VALVE IEWEDFOR COMPLIANCE AUG 0 1 2005 COLLEGE · TATION ENGINEEAI Q Sin cere ly , 0 d John D. Gerdes , P .E. Director of Eng in ee ring UNIT COST TOTAL COST $2 ,000 .00 $4,000 .00 $12 .00 $792 .00 $500 .00 $1,000 .00 GRAND TOTAL $5,792 .00 """""""'\'\.'\.'\\\• ............. .('~ OF 7"~'\lt ~-<..~~-··"·······~.+: l1 ;;-c.., ... ·• * "·10" 1,, ;;*l \*6 ~*l "*?, ~······························.:. .... ~ ~ JOHN D. GERDES ~ ~··••\••························1·····~ ~ . 8 . r. t;i-<i\ 8497 /~p '1 -Po ••• / <(, ,... ll :.<-.... ··f/,CENS~~~·· ~~ d lztiss c;·i~ .::-~L/{. /tJ 7 ~ i~ -():> Y:\Projects\37697-T exas & Holle m an \E ngineering-E N\2 .0 -Communica tio n\Cos t Estimatet_a h_072805.doc ..IV Windrose Land Services, Inc uf;I;#-~1·,· ------------------1-0-67_5_:_~u_c:_;_o~-'n ... ~-:x_~_=_· -~-'1o_g4_; ---£j) Phone (713) 458-2281 Fax (713) 461-1151 Y=-'-:;:;;;;;~/ Professional Surveying & Engineering Services ..r September 1, 2005 Mr. Josh Norton City of College Station -Department of Public Works 1101 Texas Ave. College Station , Texas 77884 Phone : (979) 764-3570 Re : Cost Estimate for Sanitary Sewer along rear of new development at Texas Ave . & Holleman Drive . Dear Mr . Norton , The cost estimate for proposed utilities to be turned over to public works is as follows : QUANTITY UNIT DESCRIPTION UNIT COST TOTAL COST 1 EA MANHOLE $1 ,500 $1 ,500 24 3 LF . 6 " DUCTILE IRON PIPE $20 LF $4 ,860 GRAND TOTAL $6 ,360 //~ / / /John D. Gerdes , P.E. / Director of Engineering ~"'"'"' '\.'\'\\.'\\\ .. ...:>' c OF r~ '~1.1 ~ ~~~··········~~Af lzl .::t~"..... * ·· ... U' l1 :t• / ... 'if 1, ~·. .. * ~ ;-t •••• ! ......................... .:. .... ~ ~ JOHN D. GERD ES ~ ~ .... , ........................... ! ..... ,., ~ -<) \ 88497 / Q:o ~ 11 -9. "· •• • ~ :.t lllo""_;"~GENS~~ .. • ~ .::;' ! <.',S ........ ~~ ..';." lt IO L ~ '\: :\"O..~ Sincerely , Y:\Projects\37697-Texas & Holleman \Enginee rin g-EN \2 _0 -Commu nication \Cost Estimatet_ah _09010 5.doc CI TY ~OLLEGE STAT IO N ~ Planning & Developmen t Se rvices SITE LEGAL DESCRIPTION: Replat Kapchinski Hill Lot 4, Block 1 DEVELOPMENT PERMIT PERMIT NO. 05-16b FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE ADDRESS: 2000 Texas Avenue, College Station, TX, 77840 DRAINAGE BASIN: Main Bee Creek DATE OF ISSUE: August 1, 2005 VALID FOR 12 MONTHS OWNER: James Chang 5005 Riverway , Suite 250 Houston, Texas 77056 TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: CONTRACTOR: Full Development Permit All construction must be in compliance with the approved construction plans All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section 7.5.E ., Landscape/Streetscape Plan Requirements of the City's Unified Development Ordinance , prior to any operations of this permit. The cleaning of equipment or materials within the drip line of any tree or group of trees that are protected and required to remain is strictly prohibited . The disposal of any waste material such as , but not limited to , paint , oil , solvents, asphalt, concrete , mortar , or other harmful liquids or materials within the drip line of any tree required to remain is also prohibited . Full Development Permit 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. If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite , it is the contractors responsibility to implement measures that will meet City , State and Federal requirements . 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. 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 ordinances of the City of College Station that apply . Date Date SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific waterway alterations: ----------- ACKNOWLEDGMENTS: I, __ , design engineer/owner, hereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of College Station , Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards. As a condition of approval of this permit application , I agree to constru application according to these documents and the requirements of ~~'­ Code. CERTIFICATIONS: Property Owner(s) rovements proposed in this e College Station City Contractor A. I, __ , certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100-year storm. Engineer Date B. I, __ , certify that the finished floor elevation of the lowest floor, including any 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 Study and maps, as amended. Engineer Date C. I, __ , certify that the alterations or development covered by this permit shall not diminish the flood- carrying capacity of the waterway adjoining or crossing this 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 floodways and of floodways fringes. Engineer Date D. I, __ , do cert ify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments 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 deposited in city streets , or existing drainage facilities . All 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 applicable codes and ordinances of the City of College Station shall apply . Y or: Cou.EcE STATION FOR OFFICE USE ON _L Y .J P&Z CASE NO.: ~ DATE SUBMITTE~ />l111ni nx d-Oa·dopmrnt .SC-r11i,·es D'. A-~ SITE PLAN APPLICATION MINIMUM SUB MITT AL REQUIREMENTS ~ite plan application completed in full . l $200.00 Application Fee . _ $200.00 Development Permit Application Fee . t $600 .00 Public Infrastructure Inspection Fee if applicable. (This fee is payable if construction of a public ,>Yaterline , sewerline , sidewalk, street or drainage facilities is involved .) ~leven (11) folded copies of site plan ,.. One ( 1) folded copy of the landscape plan . ;))ne (1) copy of building elevation for all buildings . _A list of building materials for all facades and screening for non-residential build ings . ~Color samples for all non-residential buildings. · ~Traffic Impact Analysis (if applicable for non-residential buildings). / _ A copy of the attached site plan checklist with all items checked off or a brief explanation as to why they are not checked off . .._Parkland Dedication requirement approved by the Parks & Recreation Board , please provide proof of approval (if applicable). ~ of Preapplication Conference: 03 /ro /2a:>.5 ~""'"""~7'-'--=..1t...s.r.:..=:::;.....L-~~~~~~~~~~~~~~~ E OF PROJECT 7J5X./l'5 f!Nlk(OI{ f/3771/.1-CeN"l1i/?.. ~Ess za::o -r£x!K2 AVfiNU6 . {OJ.l/i/ifi .57/llloN • T~. T.-78fo 1L DESCRIPTION ,Lo 7 4, f3VJC/( I t!>e 1'6/>Mr lrfl.K/111151</ #llL !CANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Jame ~d-A M1t7le itreet Address €Jlt2'S f<ATI f1?£/iW.4'f , fiU/rG Z02 City --lf00~"''""'5 ..... 7i'2...L<4~~----- :tate Tx Zip Code llOZtf E-Mail Address PJm:Jfh; r§?s/.m3 . a::¥!2 'hone Number f/3 -ltfl3lSSl Fax Number £1.'3 tf6B ::z£q3 'ERTY OWNER'S INFORMATION : ame .f/ty65 C/{/ldi treetAddress ~ ,RJV/iRWfi:t, .5UfTG Z6f2 City ~~ tate Tx Z i p Code ?it?X E-Mail Address ~i1!4Jifl<lcfA?rm. tZiZ) hone Number -!13-{ZK ~136 Fax Number-------------- ITECT OR ENGINEER 'S INFORMATION : ame f'l;J2 ~ reet Address 8{tQ:5 Mf."t Mf,,6~y,,.. ate Ix Zip Code lfOZf 1one Number -f/3 -t./68r55r .1.Y76 ZOZ City ~ E-Mail Address Y[/'1. 3 ~. /d Fax Number f/'5 '16fil£ tf'f.3 I of6 TCEQ Office Use Only ..... Notice of Termination (NOT) for Storm r ' Water Discharges Associated with ~ Construction Activity under the TPDES -Construction General Permit (TXR150000) TPDES Permit Number: TXR15•:_•:_•:_•:_•.._ NO GIN Number: •:_•:_•:_•:_•:_•:_•:_•• TCEQ For help completing t his appl ication , read the TXR150000 NOi instructions (TCEQ-20023-lnstructions). A. TPDES Permit Number: TXR15 9 ENDlNb B. Construction Site Operator Name: JP MORGAN CHASE Customer Reference Number: CN _____ _ Mailing Address : 712 MAIN STREET. 25TH FLOOR City : HOUSTON State :~T~X'--____ Zip Code: 77252 Country Mailing Information (if outside USA) Territory :...._N ...... IA _______ Country Code: N/A Postal Code:_N_/A __ Phone Number: _________ Extension : ______ Fax Number: ___________ _ E-mail Address: __________________________________ _ C. Project I Site Information Regulated Entity Reference Number: RN _____ _ Name: CHASE BANK (COLLEGE STATION) Physical Address : 2000 TEXAS AVENUE Location Access Description : SOUTH OF THE INTERSECTION OF HOLLEMAN DRIVE AND TEXAS AVENUE C ity : COLLEGE STATION County: BRAZOS Zip Code : 77840 D. Contact -If the TCEQ needs additional information regard ing this term ination , who should be contacted? Name: ERIC TEAGUE -COMPLIANCE RESOURCES. INC. Title :_,M=A:..:.N:..::A:..:.G=-ER:...:..._ ___________ _ Phone Number: 713-271-7500 Extension : N/A Fax Number: 713-271-7502 E-mail Address : eric@complianceresourcesinc.com E. Certification I certify under penalty of law that authorization under the TPDES Construction General Perm it (TXR 150000) is no longer necessary based on the provisions of the general permit. I understand that by submitting this Notice of Termination , I am no longer authorized to discharge storm water associated w ith construction activity under the general permit TXR 150000 , and that discharging pollutants in storm water associated with construction activity to waters of the U.S. is unlawful under the Clean Water Act whe re the discharge is not authorized by a TPDES permit. I also understand that the submittal of this Notice of Termination does not release an operator from li ability for any violations of this permit or the Clean Water Act. Construction Site Operator Representative: Prefix: MR. First: +;:.,,__"c::..i <> Middle : -:I'· ..:..:.::..:=---------------------------------- Last: M ,..J I Suffix:----------- T i tle :_-=~'-=':.:...::...;-"-"~-f~=--:::::::::::=:::--:7:'7'::r-------------r---r--------,.... -------:::,,,.....c.-::c.+---r~='--"----r'-7-:6"1o~""'7L------Date : d J If you have que son or about the storm water program , please ntact us at (512) 239-4671 . Ind ividuals e entitled t . request and r · w their personal information that the agency gathers on its forms . They may also hav. any errors in the ir information corrected . To review such information , contact us at (512) 239 -3282 . TCEQ -20023 (02/03) The completed NOT must be mailed to the following address : Texas Commission on Environmental Quality Storm Water & General Permits Team; MC -228 P.O. Box 13087 Austin, Texas 78711-3087 Page 1of1 ------------- • Notice of Termination (NOT) for Storm Water Discharges Associated with Construction Activity under the TPDES Construction General Permit (TXR150000) TCEQ Office Use Only TPDES Permit Number: TXR15•:_•:_•:_•:_• ... NO GIN Numbe r: •:___•.:_•.:_·:_·.:_·.:_·.:_·· For he lp co mpletin g thi s appl ic ati on. read th e TXR 150000 NOi Instru ct ions (TC EQ-20023-lnstructions). B. Construction Site Operator Customer Reference Number: CN _____ _ Name : THE EMBREE GROUP Ma iling Address : 4747 WILLIAMS DRIVE C ity : GEORGETOWN State:~T~X _____ Zip Code: 78628 Country Mailing Information (if outside USA) Territory : _N""'""/A _____ Country Code:-'-'N""'"/A-'--_Posta l Code: _N_/A __ Phone Number: 512-819-4700 Extens ion : N/A Fax Number: ___________ _ E-mail Address : ___________________________________ _ C. Project I Site Information Regu lated Entity Reference Number: RN _____ _ Name CHASE BANK (COLLEGE STATION) Physical Address: 2000 TEXAS AVENUE Location Access Description : SOUTH OF THE INTERSECTION OF HOLLEMAN DRIVE AND TEXAS AVENUE C ity : COLLEGE STATION County : BRAZOS Zip Code : 77840 D. Contact -If the TCEQ needs additional information regard i ng this termination , who should be contacted? Name : ERIC TEAGUE -COMPLIANCE RESOURCES , INC. Title:_,M=.:....:A"""N~A=G=E=R-=--------------- Phone Number: 713-271-7500 Extension : N/A Fax Number: 713-271-7502 E-mail Address : eric@complianceresourcesinc.com E. Certification I certify under penalty of law that authorization under the TPDES Construction General Permit (TXR 150000) is no longer necessary based on the provisions of the general perm it. I understand that by subm itting this Notice of Termination , I am no longer authorized to discharge storm water associated with construction activity under the general permit TXR 150000 , and that discharging pollutants in storm water associated with construction activity to waters of the U.S. is unlawful under the Clean Water Act where the discharge is not authorized by a TPDES permit. I also understand that the submittal of this Notice of Termination does not release an operator from liability for any violations of this permit or the Clean Water Act. Construction Site Operator Representative: Prefix:""'"'M"'""R""'·------First: FRANK Middle: -------------- Last: KRENEK Title : PRESIDENT TCEQ -20 023 (02 /03) Suffix : ___________ _ The completed NOT must be mailed to the following address : r: .... -:---:::::c -·-;--;--------- Texas Commission on Environmental Quality 11 •. • . -. -· ~::? r;-. Storm Water & General Permits Team; MC -2281 • . .--·-:_-=---!~--·:.;:~-.;:'it P.O. Box 13087 r i1 i / 1 :. Austin, Texas 78711-3087 1 " • • -? 1r1:i~ i. 1 1 1 ! ' . . -.. ! ; ! j I I • ; " ·, ~ 11 ! -I ; I . I Ii ,, ~ ;... ;..:_ ---...-~-~----..J !--/ i I ·------·----:P.age 'l of 1 • COMP ll lANCE RESOURCES N November 30, 2005 Public Works Dept. City of College Station P.O. Box 9960 College Station, TX 77842 R p R A E D CERTIFIED MAIL 70042890000421982040 RE: Texas Commission on Environmental Quality (TCEQ) Notice(s) of Termination for Chase Bank (College Station) Dear Storm Water Office: On behalf of The Embree Group, Compliance Resources, Inc. is submitting the enclosed copy of the Notice of Termination for Storm Water Discharges Associated with Construction Activity under a TPDES General Permit. Please feel free to call if you require more information or have any questions. Sincerely, Eric Teague Enc.: Notice(s) of Termination 9894 BISSONNET #684 • HOUSTON, TEXAS 77036 ~~@D Wrg~ r; 1 Ii -2 ?nD5 ! I J I -----_J ;I 71 3.271 .7500 PHONE • 71 3.271 .7502 F"AX • WWW,C::OMPLIANC::ERESOURC::ESINC::.C::OM -·-Notice of Intent (NOi) fo r Storm Water f ~ Discharges Associated with Construction TCEQ Office Use Onl y TPDES Perm it Numbe r: TXR1s 1_1_1_1_1 •• Activity under the TPDES General Permit GIN Number : 1-1-l_l_l_l_l_I ... Fee Receipt No. TCEQ IMPORTANT: •Use the attached INSTRUCTIONS when co mpl eting thi s form. •After co mpl etin g this form , use th e attached CUSTOMER CHECKLIST to make certain all items are complete and accurate. •Missing, illegible, or inaccurate items may delay final acknowledgment or coverage under the genera l permit. A pplication F ee: You must s u bmit the $100 NOI Application Fee to TCEQ under separate cover (see instructions) usin g the attached App licati on Fee submittal form. (DO NOT SEND A COPY OF THE NOI WITH THE APPLICATION FEE SUB MITT AL FORM) Tell us how you paid for thi s fee: Check/Mone y Order No .: lloo 'l Name Printed on Check : Embree, tc>n~f"Y1AfJ-i o n ~rouJ'.J Inc . 'J.. ,.d ~ ..... " .. .. .:.:. ... -... --.... A. OPERATOR 1. TCEQ Iss ued Customer Numb er (CN) (if availab le): 2. Legal Name (spelled exactl y as filed with the Texas Secre tary of State, Coun ty, or legal document that was used in forming th e entity): THE EMBREE GROUP 3. Mailing Address: 4747 WILLIAMS DRIVE Suite No./B ld g .No.: 25TH FLOOR City: GEORGETOWN State: TEXAS J ZIP Code : 78628 4 . Phone No .: ( 512 ) 819-4700 Ex1e nsion : 5. FAX No. E -mail Address : 6. Type of Operator: ~d i vi dual D Sole Proprietorship-D.B.A. D Partnership Corporation D Federal Government Dstate Government 0 County Government D City Government OOther: 7. Independent Operator: gyes D No (If governmental entity or a subsidiary or part of a larger corporation, check "NO") 8. Number of Employees: D 0-20 ; 8J'21-IOO ; a 101-250; D 251-500; or D 501 or hi gher 9. Business Tax and Filing Numb ers (not applicable to Individuals, Government, Gen eral Partnerships, and Sole Proprieto r ship-D.B.A): State Franchise Tax ID Numb er: Federal Tax ID : '7 4 ~ AAi.} e\$3 0 TX SOS Charter (filing) N umb er : DUNS Number: (If known) .. .... ')f ..-r ... ., . -.... .. -" -' -r _.,, ___ ,_ .. I B. BILLING ADDRESS (The Operator is responsibl e for pay in g the annual fee .) 0 S ame As Operator (check if ad dr ess is the same, th en proceed w ith Section C.) 1. Billing Maili ng Address : Suite No./Bldg.No .: City: State: J ZIP Code: 2 . Billing Contact (Attn or C/0): 3. Country Mailing information (if outside USA) Territory: Cou ntry Code: Postal Code: 4 . Phone No.: ( ) -Extens ion : 5. FAX No. E-mail Address: ,. .. . • < :-·~ --'. . ,..,. ,. - t . •....:;, .. ·g, ., , . \~-; ,.ft ~ ........ '" :~t ... ,_ .. .. ·-. -, •.. -~,, -"'· TCEQ-20022 (0 7/12 /200 4) Page I of 3 .... c. APPLICATION CONTACT (IfTCEQ needs additional information regarding thi s applicatio n, who should be contacted? L Name: MISTI SHAFER Title: OFFICE MANAGER Co mp any: COMPLIANCE RESOURCES , INC. 2. Phone No.: ( 512 ) 930-7733 Extension: N/A 3. FAXNo. 512-864-7629 E -m ai l Add ress: misti@complianceresourcesinc.com -.,, --~ -~ "' ,. __ J' '<. . •• •'-., "~' .. · '··-··· .. .... D. REGULATED ENTITY (RE) INFORMATION O N PROJECT OR SITE I. TCEQ Issued RE Refe rence Number (RN) (if avai lab le): 2. Name of Project or Site: CHASE BANK (COLLEGE STATION ) 3. Physical Address of Project or Site: (enter in spaces below) Street N umb er: 2000 Street Name: TEXAS AVENUE City (nearest to the site): ZIP Code (nearest to the site): County (Counties if> I): COLLEGE STATION 77840 BRAZOS 4. If no physical address (Street Number & Street Name), provide a written location access description that can be used for locating the site: (Ex.: 2 miles west from intersection of Hwy 290 & IH35 on Hwy 290 South) SOUTH OF THE INTERSECT ION OF HOLLEMAN DRIVE AND TEXAS AVEN UE (STATE HIGHWAY 6) 5 . Latitude: 30°36'45" N Longitud e: 096°18'58" w 6. Standard Industrial Class ifi cation (SIC) code: 1542 7. Describe the activity related to the need for this authorization at this site (do not repeat the SIC and NA JCS code): COMMERCIAL BU ILD ING CONSTRUCTION 8. Is the project/site located on Indian Co untry Lands? 0 Yes [!'.]No If Yes, you must obtain a uth orization through EPA, Region VI. ~~ .. ·--t-" -J· -.. . .. .,R"',~'. .'~-~--;:-- =~-"" ··~,: '· --~ -' " •.o·'•' .. E. SITE MAILING ADDRESS (a ddres s for receivi ng ma il at the si te) 0 Sa me As Operator (check if address is the same, then proceed with Section F.) Mailing Address: Suite No./B ld g.No.: City: State: ZIP Code: ....... .. ,. '7'• ""' ·-.-..-,,.--·w:-r" ~,, " --· .• .,-, '--·-· -... -... .. c!.;L. '! •... .'i -. , __ ;.; ·~· ~... ··-; _, :..::-·-·~ ---.... _ ':.. _;_ .. -···1 - F. GENERAL CHARACTERISTICS I. Has a Pollution Preventi on Plan been prepared as required in the general permit? El Yes 0 No If No , coverage may be denied as the PPP is required at th e tim e th e NOI is s ubmitted to TCEQ. 2. Prov id e the estimated area ofland disturbed (to the nearest acre): 1 Acres 3. Provide the name of th e receiving water body (loca l stream, lake, drainage ditch), MS4 Operator (if applicable) and the segment number whe re storm water runoff will flow from the construct ion site. MS4 Operator: City of College Station M! Receiving Water Body: BEE CREEK Segment: TCEQ-20022 (07 /12/2004) Page 2 of3 G. CERTIFICATION FRANK KRENEK I, -------------------- PRESIDENT Typed or printed name Title (Req uired) certify under penalty oflaw that this document and all attachments were prepared under my direct ion or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information s ubmitted . Based on my inquiry of th e person or persons who manage the system, or those persons directly responsible for gather ing the information, the inform ation submitted is, to the best of my lrnowledge and belief, true, accurate, and complete. I am aware there are significant penalties for submitting false information, including the possibility of fine and imprisonment for !mowing violatio ns . at I am author ized under 30 Texas Administrative Code §305.44 to sign and submit this document, and can provide documentation Date: __ <g7_-_/_/,_,..-,_Z-J~-;--_____ _ TCEQ-20022 (07 /12/2004) Page 3 of 3 ' N August 5, 2005 Public Works Dept. City of College Station P.O. Box 9960 College Station, TX 77842 R p RESOURCES R A E D CERTIFIED MAIL 70041350000441308677 RE: Texas Commission on Environmental Quality (TCEQ) Notice(s) of Intent for Chase Bank (College Station) To Whom It May Concern: As required by Part 11.D.3.e of the TCEQ General Permit Number TXRl 50000 for discharges of storm water runoff from construction sites, Compliance Resources , Inc. is submitting the enclosed Notice(s) of Intent for Storm Water Discharges Associated with Construction Activity under a TPDES General Permit. Please feel free to contact us if you have any questions . Sincerely, Misti Shafer Enc.: copy of signed Notice(s) oflntent Application (3 pages) PO Box 3000 #246 GEORGETOWN, TEXAS 78627-3000 5 l 2.930.7733 PHONE • 5 l 2.864.7629 FAX • WWW.COMPLIANCERESOURCESINC.COM WRITTEN CONSENT OF THE SOLE GENERAL PARTNER OF COLLEGE STATION-TEXAS AVENUE/PONDEROSA, LTD. The undersigned, being the President of PONDEROSA LAND DEVELOPMENT COMPANY, a Texas corporation (the "General Partner") and the sole general partner of COLLEGE STATION-TEXAS AVENUE/PONDEROSA, LTD., a Texas limited partnership (the "Partnership"), does hereby consent to and adopt in all respects the follo w ing resolutions: WIT NE S S E T H: WHEREAS, the Partnership is the record owner of that certain real property located in College Station, Brazos County, Texas, as more particularly described on Exhibit A , attached hereto and fully incorporated herein by reference (the "Property"); and WHEREAS, the General Partner of the Partnership deems it to be in the best interests of the Partnership to re-plat the Property into two (2) separate tax parcels . NOW, THEREFORE, BE IT RESOLVED , the undersigned hereby agrees to the follo w ing resolutions which shall constitute duly approved and authorized decisions of the Partnership: BE IT RESOLVED , that James W. Chang, the President of the General Partner, on behalf of the Partnership is hereby authorized, directed , and empowered to execute and deliver, upon and in the name of the Partnership, any and all agreements, certificates , and all other documents and to perform any and all acts which may be necessary or proper to effect the re-plat of the Property, upon such terms and conditions as such agent, in his sole discretion , deems reasonable; and RESOLVED FURTHER, that the actions of James W . Chang and any and all other authorized agents of the Partnership in executing and delivering any of the foregoing agreements, certificates, and all other documents on behalf of the Partnership be, and they hereby are, ratified and approved in all respects . IN WITNESS WHEREOF , this Written Consent has been ex ecuted effective as of the day 2n d of September, 2005. GENERAL PARTNER: Ponderosa Land Development Company, a Texas corporation server\chang\pond eo rsa la nd development co mp a ny\coll ege stati on , tx 12 -texa s and holl eman\lp resoluti ons-repl a t • EXHIBIT A Legal Description of the Property Lot Four (4), REPLAT OF KAPCHINSKI HILL SUBDIVISION, an addition to the City of College Station, Brazos County, Texas, according to the plat recorded in Volume 1600 , Page 221 , Official Records of Brazos County, Texas. -3- CITY OF COLLEGE STATION *** CUSTOMER RECEIPT *** Oper: GLSOUTH Type: CT Drawer: 1 Date: 4/18/05 00 Receipt no: 205561 Description Quantity 2005 1000 6 PL PLANNING AND ZONI G 1.00 STM AND ASSOCIATES DEVE . APPLICATION GS CK# 1320 A1ount $200.00 Tender detail CK PERSONAL Total tend ered Tot al pay1ent 1320 $200.00 Trans dat e: THANK YOU $200.00 $200.00 4/18/05 Ti1e: 12:06:59 CI1Y OF COLLEGE STATION ~" +.~ Sev"if /(c..~"'-1 : Dv-c..~/t!'.-Ir.:.-. fi pe... ~ Co'J""(/ ~t-~~+-'3. ~I or ~ or <-t&L--r~e ... +-sM,l 1 N b"''"'ktLI --..e{sJor«-: c...t-lr•J+ • S .... ~/_~l'-A-: .. t-Ir& 6 " 1....Ji ".77 JYf'I~ / t,J:L ~.,,..+..-0 co J;V('..-11-lJ h....h..-~_,1-I M~i..l t<-y....I 5t»r,... _:,;{....._.,_~~!.Li. u:Y'f J,~ ... ~ c.j.J,.f,,,,..A ,,,_-fzy 7~~ ~ ~f<erOJ-1-t--DJ</ .s~,~ ()JrnJI ./' s,i-,,.. ,+ _s., h-rf., ,.,,,,.,...},., ~n {..,-s~ ,,1 ~ vx'co ¥ ~ ~'j.us ~f~~ fNpcr~ J1r1L- VENUE • COLLEG S E TATION. TEXAS. 77840 . /fJ ~ . . . . lb 1:,)0 . b FL CI1Y OF COLLEGE STATION a~;;,- 1~'1. .lD a ~::.'-1.8' l l 0 l TEXAS AVENUE • COLLEGE STATION • TEXAS • 77840 • www.cstx.gov ..N Windrose Land Services, Inc / .N°" ~ .r Houston, Texas 77042 ~~.P ':;--s~ 10675RichmondAve,Bldg7 H'-~E Phone (713) 458-2281 Fax (713) 461-1151 Y= ' =-~ ------p-,-o-fe_s_s_i_o_n_a_/ _S_u_rv_e_y_i_n_g_&..._E_n_g_i_n_e_e_n_·n-g_S..._e_rv_i_c_e~-&, b June-;, 2005 REVIEWED FOR \0 ~.,f) COMPLIANCE \0 ,,~u__ \).,, Ms. Carol Cotter Development Services AUG 0 I 2005 City of College Station COLLEGE ST A TION . . . ENGINEERING RE: Fue Flow of Analysis for WLS Project: Texas and Itte:+1!1 •1 ~_.ffi8ft .• --------' WLS Project#: 37697E Dear Mrs. Cotter: This letter summarizes and details the design of the fire hydrants for the above referenced project. The existing 18 " water line will be utilized to service the fire hydrants. The fire hydrants will service both the proposed Bank and Texas Pavilion. The water line was evaluated for this condition. Please see accompanying plan sheet for construction details. The fire hydrant shall be in accordance with the City of College Station standards. The criteria used for analyzing the proposed water line came from the TCEQ, Chapter 209 Public Drinking Water Rules and Regulations, the Bryan/College Station Unified Design Guidelines , and information obtained from the City of College Station Public Utilities Department. The following items were analyzed as part of this summary: 1. Line Size Requirements: a. Based on TCEQ, 290.44 © minimum size is 2"0 b. Based on B/CS Unified Guidelines , minimum size is 6"0 2. Pressure Requirements : a. Per TCEQ 290.44( d), 35 psi and flow rate of 1.5 gpm per connection b. If fire-fighting capabilities are required, 20-psi minimum combined fue flow and water service capabilities. 3. Fire Flow Requirements: a. Per City requirements, the required Fire Flow capabilities are based on the International Building Code (!BC) that takes into account the type of building construction and building square footage (Appendix B). Ar Windrose Land Services, Inc ~~-~""5~ 10675 Richmond Ave, Bldg 7 / ,+'"'-z,;::-_,. Houston, Texas 77042 .IV-~E Phone (713) 458-2281 Fax (713) 461-1151 Y= ' ~ ------P-ro-fe_s_s_i_o_n_a_/ _S_u_rv_e_y_i_n_g_&...._E_n_g_i_n_e_e_n_·n"""'g-S_e_rv_i_c_es- ..r Table 1 illustrates the data used for determining the required fire flow requirements per the !BC. Table 1 Project Type of Building Area Fire Flow Req. Req. Flow Construction (sq. ft.) (gpm) Duration (hrs) Texas Pavilion V-B 5,931 2000 2 Bank Assume V-B* 4 ,069 1750 2 Based of Fire Flow tests provided by College Station Utilities, each proposed fire hydrant will produce 1,350 gpm. Using 2 foe hydrants, 2 ,000 gal/min/building will be produced. All fire hydrants are located within the required 300 feet. Table 2 illustrates the performance of the proposed water line with the required fire flow requirements and shows that the proposed velocities will be within City requirements. Table 2 Average Pressure Pipe Dia. Flow Rate Velocity (psi) (in) (gom) (fps) 102 18" 2700 3.4 T bl 3 ·11 tr t th a e 1 us a es t d d . d th tw 3/." e norma wa er eman s impose on e 0 4 water meters. Table 3 Project Normal Water Adjusted Peak Hourly Meter Velocity Demand Daily Flow Flow Size (god) (gpd) (gpd) (in) (fps) Texas Pavilion 428.99 643.49 1930.45 3J,i,, .97 Bank 429.38 644.07 1932.21 3J,i ,, .97 ,,,.,, Windrose Land Services, Inc ~/ ~~P -~~~. _ 10675RichmondAve,Bldg7 ,. , ~ -Houston , Texas 77042 ~ ~'-... -.E" } __________________________ P_h_o_n_e_r_11_3_~_4s_s_-_22_s_1 _F_a_x _r1_1_~_4_6_1_-1_1 __ s1 y = Professional Surveying & Engineering Services ..r Please call if you have any questions. Respectfully, Windrose L252:X John D. Gerdes, P .E. Director of Engineering Attachment: COCS Fire Flow Test ~"-"''-U'\'\\\\, ~ ~ OF TL-'"lt #~~'-············~..f"-f lll #e:, ··' ·· .. d' 11~ ""• ~ \ * ~ :I r \ ~ ;.!*: ~ ·~ ;.! •••• : .............................. ~ ~ JOHN 0. GERDES ~ ~··••\••························1·····~ ~ ~\ 88497 / Q::: 111 -9. •. .••I~::: '11°..<' ··.(/ceNsE.?.··· ~v .::' ll ~8. •••••••••• .i.v·~ -l 0 \. 'f:.''-..$ u~ 06-Cz-o-:s *The Bank's type of construction is to be determined at a later date. Windrose Land Services assumed the worse case scenario to illustrate the proposed fire hydrant will cover the worse case scenario . N Windrose Land Services, Inc 1~/"""""/~~7= .. ;~~-~~~--:;J)J0 ___ .~ ___ ---_.-~-~~~~~~~~~~~~~~--~-1-0-6-75-HR_~_i_~-~-~-n~-e_~_;5_e,_8_:1_i __ 4 ~ ,,. · ....-,.-v: ......._ ~ i Phone (713) 458-2281 Fax (281) 496 -3869 Professional Surveying & Engineering Services f ~~~ June 1, 2005 City of College Station Planning & Development Services College Station, TX 77840 Re: Drainage Report for Texas Pavilion at the Southwest corner of Texas Avenue (SH 6) and Holleman Drive WLS # 37697 EXIST CONDITIONS IEWEDFOR COMPLIANCE AUG O 1 2005 COLLEGE STATION ENGINEE INQ y\9,o.~ \Q~~-l9~ The tract or parcel of land contain ing 1.4016 acres being all of lot 4 , block 1 of replat Kapchinsk i Hill , recorded in volume 1600, page 221 , B .C.M .R. conveyed to GMRI , Texas LTD in Volume 3016 , page 105 B.C .D.R. is currently a parking lot and the site of a recently torn down Ol ive Garden . An exist ing site survey and demolition p lan is included in the civil construction drawings . The site shows to have over 90% of the tract covered in either pavement or building pad . The drainage is routed to the south to an existing Type A inlet and some is sheet flowing off the site . DEVELOPED CONDITIONS Since the site was previously developed, and this development will not add any additionally runoff or impervious cover, no detention is required. The commercial development is designed to capture most of the storm water runoff in proposed Type A inlets with in the parking a reas . There are two 18 " storm line systems that tie into one existing Type A inlet , which has one 18" storm line exiting the inlet. The two 18" storm systems have a total of 476 linear feet of proposed storm pipe at 0 .50% slope , which will convey 7.43 cfs, per system. One system captures 0.44 acres and with a runoff coefficient "C" of .87 and a time of concentration of 10 minutes giving an intensity of 11 .64 in/hr. During the 100-year event a flow of 4.46 cfs is generated . This flow is less than the 7.43 cfs the system can convey. The second system captures 0 .38 acres and with a runoff coefficient "C " of .85 and a ti me of concentration of 10 minutes giving an intensity of 11 .64 in/hr. During the 100-year event a flow of 3 .76 cfs is generated . This flow is less than t he 7.43 cfs the system can convey . Y :\Projects\37697-Texas & Ho ll eman \Engineerin g-EN\3.0 -Technical\Stonn Ca lc ulations\Dra ina ge Report 060 I 05 JOG .doc City of College Stat ion June 1, 2005 Page 2 The remaining .58 acreage sheet flows as it d id prior to development. For reference I have attached the Existing S ite Survey and Demolition Plan , along w ith the Developed Drainage Plan. Please call if you have any questions or comments . Sincerely, / John D. Gerdes , P .E . Director of Engineering Y :\Projects\3 7697-Texas & Ho ll eman \Engineering-EN\3 .0 -Techn ical \Storm Calc u la tio ns\Drai nage Report 060 I 05 J DG .doc A' Windrose Land Services, Inc ~;·~;<~----~ 10675H1:;~;;;:~,n~e~;:· B/154 ~ H'----?~··~. -ee;J))); _____________ P_h_o_n_e_(7_1_3)_4_s_B_-2_2_B_1_F_ax_(2_B_1)_4_9_6_-3_B_69 Y=~ Professional Surveying & Engineering Services f \otJJ.-0< \J)~~~z June 1, 2005 fi:C-JIJJ.:x. D City of College Station Planning & Development Services College Station , TX 77840 Re : Drainage Report for Texas Pavilion at the Southwest corner of Texas Avenue (SH 6) and Holleman Drive WLS # 37697 EXIST CONDITIONS The tract or parcel of land containing 1.4016 acres being all of lot 4, block 1 of re plat Kapchinsk i Hill , recorded in volume 1600 , page 221 , B .C .M.R. conveyed to GMRI , Texas LTD in Volume 3016 , page 105 B.C.D.R. is currently a parking lot and the site of a recently torn down Olive Garden . An existing site survey and demolition plan is included in the civil construction drawings . The site shows to have over 90% of the tract covered in either pavement or building pad . The drainage is routed to the south to an existing Type A inlet and some is sheet flowing off the site. DEVELOPED CONDITIONS Since the site was previously developed, and this development will not add any additionally runoff or impervious cover, no detention is required. The commercial development is designed to capture most of the storm water runoff in proposed Type A inlets within the parking areas . There are two 18 " storm line systems that tie into one existing Type A inlet, which has one 18 " storm line exiting the inlet. The two 18 " storm systems have a total of 476 linear feet of proposed storm pipe at 0.50% slope , which will convey 7.43 cfs , per system . One system captures 0.44 acres and with a runoff coefficient "C" of .87 and a time of concentration of 10 minutes giving an intensity of 11 .64 in/hr. During the 100-year event a flow of 4.46 cfs is generated . This flow is less than the 7.43 cfs the system can convey. The second system captures 0.38 acres and with a runoff coefficient "C" of .85 and a time of concentration of 10 minutes giving an intensity of 11 .64 in/hr. During the 100-year event a flow of 3. 76 cfs is generated. This flow is less than the 7.43 cfs the system can convey. Y :\Projects\37697-Tex as & Holl eman \Engineering-EN \3.0 -Tec hni cal\Storm Ca lculations\Draina ge Repo rt 060 I 0 5 JOG .doc City of College Stat ion June 1, 2005 Page 2 The remaining .58 acreage sheet flows as it did prior to development. For reference I have attached the Existing Site Survey and Demolition Plan, along with the Developed Drainage Plan . Please call if you have any questions or comments . Sincerely , ,zoa . ~-Gerdes , P .E . / ~~~~t~r of Engineering Y:\Projects\3 7697-Texas & Ho ll ema n\Engineering-EN \3.0 -Technical\Stonn Calculations \Drain age Report 060 105 JOG .doc TRANSMITTAL Thursday, July 14 , 2005 Josh Norton City of College Station 1101 Texas Ave College Station, TX 77842 P : 979.764.6221 C FAULKNER ENGINEERING 400 Bowie Street, Suite 250 Austin, Texas 78703 Mailing Address: PO Box 1528 Austin , Texas 78767-1528 P: 512.495 .9470 F : 512.495.9473 FROM THE DESK OF : Transmittal No: 0013553 Delivery Method: Overnight (AM) Delivery Note: Project Number: 2028.021 Garret Bonn Texas Pavilion (Chase Bank) Site Clearing Permit No. of Copies 2 sets Josh , Description E&S Sheets Email corre spondence receiv ed from Josh Norton Attached, please find two sets of the E&S sheets for the Texas Pavilion site . When you are ready to issue a permit, please let me know and we will have the owner's rep. come by to sign it. Please contact me if you have any questions or comments . Garret Bonn Page 1of2 Bonn, Garret S. From: Josh Norton [Jnorton@cstx.gov] Sent: Thursday , July 14, 2005 2 :32 PM To: Bonn, Garret S . Subject: RE: Texas Pavilion Site (Chase Bank Construction) Garret, We are still reviewing the site plan for the Texas Pavillion project. At this point we could issue a Clearing and Grading permit. We will need 2 sets of the Grading and Erosion Control Plans. The owner or the owner's agent of the Texas Pavillion Retail Center will have to sign and pickup the permit. In other words this Clearing and Grading permit will be for the entire site and not just for the Bank. Let me know if you have any further questions. Thanks -Josh Norton Josh Norton, E.l.T. Graduate Civil Engineer Public Works Department City of College Station P. 0. Box 9960 College Station, Texas 77842 Ph: (979) 764-6221 Fx: (979) 764-3496 >>> "Bonn, Garret S." <gbonn@cfaulknerengineering.com> 07/13/05 1:48 PM >>> Josh, Jennifer Prochazka directed me to contact you to discuss the process for obtaining a Clearing and Grading Permit for the proposed Chase Bank on the Texas Pavilion site. The Bank would like to begin rough cutting the property as soon as possible so any information you could send me would be greatly appreciated. Thanks for your help. Garret S. Bonn, E.I.T. C Faulkner Engineering, LP 400 Bowie Street, Suite 250 Austin , Texas 78703 Tel : 512.433 .2546 Fax: 512.495 .9473 www.cfaulknerenginee ri ng .com DISCLAIMER: This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed . Please notify the sender im mediately if you have received this e-mail by mistake and delete this e-mail from your system . E-mail tra nsmission cannot be guaranteed to be secure or error-free as information could be intercepted , corrupted, lost, destroyed, arrive late or incomplete , or contain viruses . The sender therefore accepts no liability for any errors or omissions in the contents of this message whi ch arise as a result of e-mail transmission . If verification is required, please request a hard-copy version . -----Original Message----- From: Jennifer Prochazka [mailto:JProchazka@cstx.gov] Sent: Wednesday, July 13, 2005 1:29 PM To: Bonn, Garret S. Cc: Josh Norton 7/14/2005 ' \ .. Page 2 of2 Subject: Re: Texas Pavilion Site (Chase Bank Construction) Good Afternoon! We can probably issue a Clearing and Grading only permit since the civil plans are under review. Please contact Josh Norton regarding the Clearing and Grading Permit. Thanks! Jennifer Prochazka, AICP Staff Planner Dept. of Planning & Development Services City of College Station tel.: 979.764.3570 fax: 979.764.3496 www.cstx. ov >>>"Bonn, Garret S." <gbonn@cfaulknerengineering.com> 07/12/05 3:56 PM >>> Jennifer: Chase Bank would like to start construction on the Texas Pavilion site as soon as possible. Is there any way a rough cut permit could be granted prior to issuance of the full site dev. permit? Thanks for your help. Garret S. Bonn, E.I.T. C Faulkner Engineering , LP 400 Bowie Street, Su ite 250 Austin , Texas 78703 Tel : 512.433 .2546 Fax : 512.495 .9473 www.cfa ulk nerengineering .co m DISCLAIMER: This email and any files transmitted with it are confidential and intended solely for the use of the ind ividual or entity to whom they are addressed . Please notify the sender immediately if you have received this e-mail by mistake and delete this e- mail from your system. E-mail transmission cannot be guaranteed to be secure or error-free as information could be intercepted, corrupted, lost, destroyed, arrive late or incomplete, or contain viruses . The sender therefore accepts no liability for any errors or omissions in the contents of th is message which arise as a result of e-mail transmission . If verification is required, please request a hard -co py version . College Station. Heart of the Research Valley. College Station. Heart of the Research Valley. 7/14/2 005