Message Steve Chutchian From: Jim Pierce Sent: Friday, February 13,200410:33 AM To: David Stack (E-mail) Cc: Lisa Pyles; Mark Acevedo; Bill Dyer (E-mail); Steve Chutchian; David Wilde
Subject: RE: Addison Water Line Page 1 of2 The Town is OK with the 8" water main concept. We request the connection be made "dry" using an 8" Tee and 8" valve. An easement will not be
required because the line is on our property. We do need a drawing submitted. In lieu of a tap fee, we request that a fire hydrant be installed adjacent to the road to use the 6" tap
for the line to be abandoned. This will also solve a problem for our Fire Dept. Jim Pierce, P.E. Assistant Public Works Director P.O. Box 9010 Addison, TX 75001-9010 972-450-2879 -----Original
Message-----From: Bill Dyer [mailto:BiII.Dyer@Staubach.com] Sent: Friday, February 13, 20049:41 AM To: Jim Pierce Cc: Lisa Pyles; Mark Acevedo Subject: FW: Addison Water Line Importance:
High Jim; Frito-Lay is requesting immediate relieffor an utility easement parallel to their their north boundary. They are unable to get sufficient water pressure to their site as originally
plan. They are wanting to abandon the water line under their newly poured ramp in favor ofthe north approach (see attached). They are wanting verbal approval with the paper work to follow
othelWise construction will be delayed. Please advise. Bill Dyer -----Original Message----From: David Stack Sent: Friday, February 13, 2004 8:26 AM To: Bill Dyer; Jim Pierce Cc: Brad
Blankenship; Larry Toon; ccoleman@constructors.com; Scott A. Marek (smarek@corgan.com); 'Steele, Lee J {FLNA}' Subject: FW: Addison Water Line Bill: We need immediate, this afternoon
if possible, approval for an easement and City Engineering approval to install a new 8" fire line along the North side of the property. Per our Fire Protection Engineer, this is required
whether or not we install a fire pump due to the relatively low pressure recently measured at the site. 2/13/2004
Message Please advise ASAP, thank you. -----Original Message----From: Pam Petrides Sent: Friday, February 13, 20048:16 AM To: David Stack Subject: Addison Water Line Pam Petrides Design
& Construction Consulting THESTAUBACHCONWANY 15601 Dallas Parkway, Suite 400 Addison, Texas 75001 Direct: 972.361.5028 Fax: 972.361.5916 Main: 972.361.5000 pam.petrides@Staubach.com
2/13/2004 Page 2 of2
4/15 4/16 On oin 4/15 2/24 4/30-5/17 Pending Phone Line Relocation 5/3 1/29 Tito Caro Paul Formichelli David Weatherford Brad Moss Jim Pierce Lee Steele Matt Moone Lar Toon Ma Hart Jer
Holder Jack Tunnell January 20-February 2 February 9 David Stack PROJECT MANAGEMENT REPORT #19 2. Oncor Electric Relocation 1. Electrical Drawin s: Final Drawin s for Construction 3.
7. 5. 8. 4. 6. 9. Next Jobsite meeting -February 2 at 3:00 PM Next update with Dave Rader -TBD Milestone schedule: T:IDCCSIFrito LaylPM ReportslPM Report 19.doc Apron/Road/Hangar Coordination
Meetings -2/23, 3/8, 3/22 at 2:00 pm Period #: Update Issued: Prepared By: Distribution:
No. Action Items Action By Action Date Status Real Estate -give notice to existing Landlord/FLNA Pending 1. Offsite Road and Utilties Road Relocation: Contractor has mobilized and will
work around Info info eXisting poles Electric Relocation: Pending Phone lines to be relocated, Town has contacted SBC CRITICAL them several times. Apron Project: Info Info Contractor
has mobilized and will be setting up batch plant and trailer 2. Sitework Stormwater Protection: Price remote controls for valve Info Info Fence: Pending Town is to work with the Fire
Dept on the operation TOWN of the gates, these will be ordered with infrared readers. 3. Architecturall Structural Safety Lines in Hangar: • proceed with SALA Quote, use allowance Constructors
info for misc. metal supports • Submit package for formal approval • GC to coordinate routing of lines with other overhead components Epoxy Floor Selection: • Pursuing site visit with
BretUDLS Constructors Pending • Pursuing site visiUquote with Tennant Corgan product Metal Building: NTP given for Butler to make pending changes to the metal building. Design information
is DUE on 2/10 due to confirm costs for installation. Constructors Copy new drawings to Corgan, TSC, and FM Global. T:IDCCSIFrito LaylPM ReportslPM Report 19.doc
Fire Protection: Cost proposal for a foam system is $86K. Foam Info will not be installed. Flow readings were redone and contractor is Reed Fire pending verifying if a fire pump would
be required due to Protection pressure readings. Reed Fire Protection has been retained to confirm the subcontractors calculations. 4. MEP Electrical: • Final stamped drawings resent
as well Info Complete addressing most of Robinette's comments. • Revise furniture feeds per TUSA's request. Design Elec. pending • Meeting should be held with Dennis/Jack to confirm
final placement of switches/etc. Mechanical: Constructors ongoing Pending • Rezoning of Office area is requested on final drawing Plumbing: No issues noted Info info I Fire Alarm: Constructors
Info Need drawings for approval 5. Security Entech: • Confirm camera conduit routing: received Info info revised drawing from Entech • Add pedestal at ramp exit. 6. General Contractor
/Construction Pricing: Complete PCR 1: approved PCR2: approved PCR 3: Pricing received for misc changes PCR 4: Pricing received for screen wall at transformer, approved to reuse sidelight
T:\DCCS\Frito Lay\PM Reports\PM Report 19.doc
Pay Applications: -Town -Pay #2 sent to Town. Info info FLNA -Pay #2 sent to FLNA. 7. IT Issues Telecom: FLNA will contact SW Bell for application of required FLNA IT pending services.
9. Furniture/AV/Misc. Furniture: Recommendations on furniture feeds received Info info Spec for reception furniture given by Corgan Interior Signage -Leave budget in GMP, give Staubach
Pending vendors to FLNA. Per the Airport on 2/9... no signage is required for AOA security. 10. Moving: Get budget price for office" relocation. FLNA Pending T:IDCCSIFrito LaylPM ReportslPM
Report 19.doc
JIM BOWMAN CONSTRUCTION CO., L.P.. 1111 Summit, Suite 1 Plano, TX. 75074 972-423-1313 o Plans o Samples o _ o Under separate cover via the following items: o Prints o Specifications
o Change order 􀁾􀁨􀁥􀁤 o Shop drawings [] Copy of letter WE ARE SENDING YOU > COPIES DATE NO. DESCRIPTION /0 2-/9/,,4-CNJ'77tucI7DAJ 􀁳􀀻􀀧􀁾􀁕􀀿 //. THESE ARE TRANSMITIED as checked
below: o Resubmit copies for approval o Submit copies for distribution o Return corrected prints > o Approved as submitted o Approved as noted o Returned for corrections o For review
and comment 0 -_ o FOR BIDS DUE 19 _ o PRINTS RETURNED AFTER LOAN TO US REMARKS 􀁾 COPYTO _ 􀀬􀁾􀀺􀁾􀁊 RECYCLED PAPER: 􀀮􀁾􀀺􀁾􀀺􀀮􀀢 Conlents: 40% Pre-Consumer' 10% Post-eonsumer ------SIGNED:-----f
----"'-----------"tHICIoIIurea .re not _ noted. Idndly notify .. lit
oz/qp( , CONSTRUCTION SCHEDULE ----􀀭􀀭􀀭􀀭􀀭􀁟􀀮􀁟􀀭􀀭􀁾􀀭􀀭􀀭􀁟􀀮􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 AIRPORT PARKWAY REALIGNMENT -TOWN OF ADDISON JIM BOWMAN CONSTRUCTION CO., L.P. PREPARED FEBRUARY
9, 2004 Calendar Days ITEM OF WORK February-04 March-04 April-04 i, 9 1 6 23 1 8 1 5 22 29 5 1 2 II Storm Sewer /Inlets I ! I Excavation i I ,I SleevinQ I I I I I I , I I , Pave North
% of Street & 2 Drives I I i I I i I I ! , I I I I ; i Electrical /LiQhtinQ i , I I I I , I ! , I I I I j i I I Pave South % of Street Up to Pole i i i i I I i I I I Remove Temporary
Roadway I I I I ; I I , I j I Pave South % East of Pole i I ! I j I Striping /Signage , I I I I I ! i • I I Security Fence Completion I I i ! I Gates Ii Solid Sod J<'-/_deLI I I I
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)!5d 􀁾􀁾 1978-2003 JOHN M. HILL 214.672.2170 JHILL@COWLESTHOMPSON.COM VIA HAND DELIVERY Mr. Mark Acevedo Administrator Facilities & Fleet Services Addison Service Center 16801 Westgrove
Drive Addison, TX 75001-5190 RE: Frito-Lay Dear Mark: COWLES &THOMPSON A Professional Corporation ATTORNEYS AND COUNSELORS October 14, 2003 Enclosed is a copy of the revised survey for
the Frito-Lay ground lease property which I received this morning. I would appreciate your review and comment. Thanks. Very truly yours, M. Hill JMH/yjr Enclosure cc: Mr. Ken Dippel
D ALL A S Document #: 1075196 T Y L E R 901 MAIN STREET SUITE 4000 DALLAS, TEXAS 75202-3793 TEL 214.672.2000 FAX 214.672.2020 WWW.COWLESTHOMPSON.COM
October 17, 2003 NIEMORANDUM To: From: CC: Chris Terry, Assistant City Manager Jim Pierce, P.E., Assistant Public Works Director Mark Acevedo, Facilities and Fleet Services Administrator
Subject: Frito Lay Project Status Hangar Civil Design: Design has been approved. Hanger Architectural Design: Permit set of plans received 9/22. Plans were incomplete and another submittal
was made on 10/16. This set should be suitable for construction permit. Airport Parkway Realignment: Bids received Oct 16th. Bowman Construction was low bidder at $223,820. Will take
to Council Oct 28. Electric Relocation: Design underway by TXU. Review meeting was held Oct. 8. Should have had a design to review 10/15. Design not yet received. We are following up.
Airport Ramp Project: Bids now due October 23. (pushed back one week by TxDOT due to an addendum required). Construction Activity: Contractor has moved an office trailer on site. No
actual construction activity as yet. Miscellaneous: We have some issues with the location of their fire main and location of their emergency fuel spill tank but should be able to work
them out.
09/29/2003 10:33 FAX 9727889334 WS ADDISON AIRPORT raJ 001 4651 AiIport Patlcway • Addison, Texas 75001 • 972-392-485' • 972-788-9334 Fax AtJi 􀁉􀀧􀁾􀁉 􀁾 􀁤􀁩􀁾􀁶􀀬􀁲􀁾􀁀 71 􀁾􀁾􀁟􀁩􀁲􀁰􀁯􀁲􀁴
􀁾_______ DATE: TO: FAX COVER SHEET 􀁾􀀹􀁤􀀣􀁾 FAX: FROM: FAX: Pages (including cover): -----Ioo6e:...· _􀁾
09/29/2003 10:34 FAX 9727889334 WS ADDISON AIRPORT I4J 002 STUTZMAN, BROMBERG, ESSERMAN &PLlFKA A. PROFESSIONAL CORPORATION AlTORNEYS AND COUNSELORS 2323 BRYAN STREET SUITE: 2200 DALLAS,
TEXAS 􀀷􀁓􀁾􀀧􀂷􀀲􀀱􀀳􀀱􀀳􀀹 ElYRON C. PRESCOn September 26, 2003 VIA MESSENGER Ms. Rose Boisse Republic Title ofTe,;as, Inc. 2626 Howell Street loth Floor Dallas, Texas 75204 VIA MESSENGER
Mr. Alan Moore Dal-Tech Engineering, Inc. 17311 Dallas Parkway Suite 200 Dallas, Texas 75248 TELEPHONE:: (214) 969-4900 FACSIMILE: (214) QBB045l5l5l E-MAIL: pnlBcoll@sbep-/aw.com Re:
Ground Lease Agreement (the "Agreement") by and between Town of Addison, Texas, a Municipal cOlporation (the "Landlord") and Frito-Lay, Inc., a Delaware corporation (the "Tenant") for
certain real property consisting of 2.222 acres iDf land located at the Addison Airport, Town of Addison, Dallas County, Texas (the "Pr,openv"). Greetings: Our firm represents the Tenant
in the above-referenced transaction. This letter shall constitute our request for changes resulting from OUT review of the Commitment for Title Insurance No. 03R27191 (ND5) (the "Title
Commitment") issued by First Americnn Title Insurance Company (the "Title Compan""y') and attached hereto with hand written corrections. This letter shall also constitute our request
for changes resulting from our review of the Survey of the Property dated September 12, 2003 (the "Survey") prepared by Alan Moore of Dal-Tech Engineering, Inc. (the "Surveyor") and
attached hereto with hand written notations. 􀁜􀁬􀁓􀁔􀁏􀁒􀀮􀁁􀁇􀁅􀀱􀁜􀁉􀁜􀁮􀁜􀁆􀁒􀁜􀁆􀁒􀀮􀀱􀀴􀂷􀀳􀀴􀁊􀁬􀁌􀁣􀁴􀁴􀁣􀁲􀁳􀁜􀁔􀁩􀁾􀁊􀁥􀁾􀁮􀁤 Survey Obj Ltr.doc
09/29/2003 10:34 FAX 9727889334 September 26, 2003 Page 2 The Title Commitment WS ADDISON AIRPORT 􀁾􀀰􀀰􀀳 1. The Title Corrunitment should be updated to be effective as of the date
of the final survey. 2. Schedule A, Item lea) should read Frito-Lay, Inc., a Delaware. 3. Schedule A, Item 2 should read "Ground Lease." 4. Schedule A, Item 4 should include as a part
of the legal description the field notes of the Survey. 5. Schedule B, Item 2 should be changed to read "Shortages in area." 6. Schedule B, Item 9 should be deleted as this is not a
residential property. 7. Schedule B, Item 10 (1) should be deleted pursuant to a certificate/affidavit provided by Landlord that there are nO other parties in possession and no rights
oftenants wlder any unrecorded leases or rental agreements. 8. Schedule B, Item 10 (m) should be deleted pursuant to the Survey. 9. Schedule B, Item 10 (n) should be deleted pursuant
to the Survey. 10. All items noted in Schedule C must be complied with at or prior to the release of the final Title Policy. The Survey 1. The Surveyor should complete and include the
attached Surveyor's Certificate to the SUIVey. 2. Surveyor should state in the "Notes" section the parking requirements for the Town of Addison, Texas giving the appropriate Municipal
Code Section, as well as any other applicable codes. 3. Please show on the Survey drawing, including the recording information, all setbacks, fence lines, ingress and egress, bank slopes,
easements and restrictions, including but not limited to those listed in Schedule B of the Title Commitment \\STORAOE1\l\n\FR\FRI4-343\l.cttcrs\Titlc and Survey Obj LIT.doc
09/29/2003 10:34 FAX 9727889334 September 26, 2003 Page 3 WS ADDISON AIRPORT llI004 and the Easement and Right of Way included with this letter from the Town of Addison, Texas, as Grantor,
to TXU Gas Company, as Grantee dated on or about September 18, 2003. 4. Please verify that all utilities, including underground utilities, are placed within an easement and note the
recording fnfonnation for such easement on the Survey drawing. 5. Surveyor should note on the 'Survey drawing whether o:r not AirJ)ort Parkway is a pUblicly dedicated right-Of-way, accepted
for maintenance by The Town of Addison, Texas. . 6. Please include in the "Notes" section what flood plain the Property is in according to the Federal Emergency Management Administration
Maps for that area. 7. The legal description should be corrected as noted on the attached Survey and as fol.lows: (a) The Warranty Deed referenced in the legal description refers to
the City of Addison, Texas rather than the Town of Addison; and (b) The call on the Survey noted as 5680 41' 42"W, a distance of 79.51 feet to a p.k. nail was excluded from the field
notes for the legal description. 8. Please confinn and note whether or not the one story building located on the northern boundary line of the Property crosses over that northern boundary
line. 9. Please confinn and note on the Survey the ownership status of the property to the west of the Property. 10. Please describe what the two para1lellines represent that croSs ·the
Property. I have marked them with a question mark on the attached Survey. 11. Please include on the "Legend" the definitions for the items you have on the Sun'ey marked as "58MB", "WM"
and "WMSS". . 12. In the center of the Survey you reference the Owner as Addison Airport Town of Addison however it should read City of Addison, Texas as noted in the Warranty Deed and
the Warranty Deed to which you refer by volume and page number actually lists the acreage as 364.34 acres rather than 373.656 acres. Please confmn and correct. 􀁜􀁜􀁓􀁔􀁏􀁒􀁁􀁇􀁅􀀱􀁜􀁊􀁜􀁮􀁜􀁆􀁒􀁜􀁆�
�􀀱􀀴􀀭􀁾􀀴􀀳􀁜􀁌􀁣􀁬􀁬􀁾􀁲􀁳􀁜􀁔􀁩􀁲􀀱􀁥 and Survey Obj LIT.doc
09/29/2003 10:34 FAX 9727889334 --September 26, 2003 Page 4 WS ADDISON AIRPORT 141005 13. Finally, there is a small square just to the right of the westem bOl.Uldary line which I have
circled and next to it written the words "what is this?" Please identify On the Survey what this small square represents. We reserve the right to make further requests and comments regarding
any other changes to the Title Commitment or the Survey not addressed above Sincerely, 2" eJf ,/l .. C-<-C\ {!. ( .􀁾 "B n C. Prescott cc: Ken Q'Gara (via Federal Express w/enclosures)
Kelly M. TUllier (via Federal·Express w/enclosures) Russell Burton (via Federal Express w/enclosures) Larry Toon (via Federal Express w/enclosures) John Hill (via Federal Express w/enclosures)
William Dyer (via Federal Express w/enclosures) I\sTORAQE1􀁜􀁬􀁜􀁮􀁉􀁐􀁒􀁜􀁆􀁉􀁕􀀴􀀭􀀳􀀴􀀳􀁜􀁌􀁥􀁴􀁴􀁥􀁲􀁳􀁉􀁔􀁩􀁴􀁬􀁾 and Survey Obj Llr,doc
09/29/2003 10:34 FAX 9727889334 September 26, 2003 Page 5 WS ADDISON AIRPORT Surveyor's Certificate 141006 I, ., a Registered Professional Land Surveyor, hereby certify to Frito-Lay,
Inc., a Delaware corporation, and its affiliates, First American Title Company, and its affiliates, and Repnblic Title of Texas, Inc., and its affiliates, that the herein survey plat
represents a boundary survey performed for 2.222 acres of land located in City of Addison, County of Dallas; Texas (the "Property"). under my supervision on (date) and shows (i) the
location of buildings, structures and other visible improvements situated on the above premises, and except as shown, there are no visible or recorded easements or rights ofway across
said premises or ally other easements Or rights of way of which the undersigned has been advised, no party walls, no protrusions onto easements or onto adjoining premises, streets Or
alleys by any of said buildings, structures or other improvements, and no protrusions on said premises by buildings, structures or other improvements situated on adjoining premises;
(ii) the courses and measured distances of the exterior property lines of the premises and any easements located on or effecting the said premisesi (iii) the total number of parking
spaces on the Property and within each portion of the parking garage, if any; (iv) dimensions of buildings and each portion of any parking garage at ground level and the distance therefrom
to the nearest facing exterior property line of said premises; (v) the scale, North direction, basis of bearings, begirn1ing point, distance to the nearest intersecting street and point
of reference from which the premises are measured, width of the street or streets. on which the premises abut; (vi) Streets abutting the said premises are dedicated public roadways maintained
by the City of Addison and any other applicable governmental body; Building set-back lines are shown, the subject property does not appear to be situated within a 1DO-year flood prone
area; and that this map or plat and the survey on whieh it is based were made in accordance with MinimUltl Standard Detail Requirements for ALTAJACSM land Title Surveys, jointly established
and adopted by ALTA, ACSM and NSPS in 1999, and includes items 1-4,6, 7a, 7c, 8-1la, 13-15 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, ACSM and NSPS and
in effect on the date of this certification, undersigned further certifies that the Positional Uncertainties resulting from the survey measurements made on the survey do not exceed the
allowable Positional tolerance. Alan Moore Registered Professional Land Surveyor Texas Registration Number 5537 \\STORAGE I\1\n\FR\FR14·343\l..ellers\1'illc and Survey Obj Ltl'.doc
) PHASE II ,STORM WATER POLLUTION PREVENTION PLAN FRITO LAY HANGER Town of Addison, Texas Prepared by: -'." 􀁾 􀀺􀀧􀀻􀁊􀁾􀁃􀁏 Koch Consulting Engineers 8350 N. Central Expressway, Suite
1000 Dallas, Texas 75206 (972) 235-3031 Fax (972) 235-9544 October, 2003
Pacheco Koch Consulting Engineers October 1, 2003 PK No.: 1830-03.207 Mr. Dennis Olsen FLNA 4601 Airport Parkway Addison, Texas 75001 Re: Storm Water Pollution Prevention Plan FRITO
LAY HANGER Addison, Dallas County, Texas ) .J Dear Mr. Olsen: Enclosed herewith please find information pertaining to the Storm Water Pollution Prevention Plan (SWPPP) for the referenced
site. This plan has been developed using requirements outlined by the Texas Commission on Environmental Quality (TCEQ). This plan includes not only the specific construction plan, but
also narrative descriptions, . checklists, and reporting information, which must be reviewed, acknowledged and implemented during the course of construction. The items specified on the
Certification Checklist "Section 2" will need to be completed by you as an operator in order to ensure that your are in compliance with the state regulations. Not included in this document
is the review and determination of any listed endangered or threatened species, or designated critical habitats in the project area. As of March 10, 2003, construction sites which disturb
between 1 and 5 acres of land or that are less than 1 acre and a part of a common development that is greater than one acre will be required to have a Phase II Storm Water Permit. Additionally,
the Environmental Protection Agency will be delegating the responsibility of processing Phase II Storm Water Permit to the TCEQ. The TCEQ requires that the operators of construction
sites obtain a Texas Pollutant Discharge Elimination System (TPDES) General Permit. The TCEQ defines an operator as one who 1) has operational control over construction plans and site
specifications, and/or 2) has day to day control of site activities. Therefore, as defined, both the owner and the general contractor are operators. The TPDES General Permit requires
that the operators develop, sign, certify, and implement a Storm Water Pollution Prevention Plan. Please review this information, sign the certification items specified in Section 2,
and forward to your General Contractor who is responsible for signing, implementing, and maintaining the SWPPP. A copy of the signed SWPPP is to be kept on-site and available for the
duration of the project. Please note that severe penalties may be imposed for not completing and implementing the SWPPP. If you have any questions or need additional information, please
do not hesitate to call. Sincerely, 􀁾􀁾 BJM/slt 􀀱􀀸􀀳􀀰􀁾􀀲􀀴 8350 Nor th CentrClI Expl essvvClY SUite 1000 DClIIClS Texas 75206 9722353031 FClx 972 2359544 ''''lININ pkce com
Pacheco Koch ConsLJltlng Engineers October 1, 2003 PK No.: 1830-03.207 Mr. Carson Coleman CONSTRUCTORS 3333 Welborn Street, Suite 200 Dallas, Texas 75219 Re: Storm Water Pollution Prevention
Plan FRITO LAY HANGER Addison, Dallas County, Texas Dear Mr. Coleman: Enclosed herewith please find information pertaining to the Storm Water Pollution Prevention Plan (SWPPP) for the
referenced site. This plan has been developed using requirements outlined by the Texas Commission on Environmental Quality (TCEQ). This plan includes not only the specific construction
plan, but also narrative descriptions, checklists, and reporting information, which must be reviewed, acknowledged and implemented during the course of construction. As a minimum, the
items specified in "Section 2 Construction General Permit Checklists" will need to by completed by you as an operator in order to ensure that you are in compliance with state regulations.
Not included in this document is the review and determination of any listed endangered of threatened species, or designated critical habitats in the project area. Please review this
information, and sign the certification items. Please note that severe penalties may be imposed for not completing and implementing the SWPPP. If you have any questions or need additional
information, please do not hesitate to call. Sincerely, BJM/sit 1830-24 8350 Nortll Centl al Expressway SUite 1000 DalICls, Texas 75206 972 2353031 Fax 972 235.9544 WW'N.pl<ce com
\ ) TABLE"OF CONTENTS SECTION 1 -TCEQ CONSTRUCTION SITE NOTICE SECTION 2 -INSTRUCTION TO OPERATOR -CERTIFICATION & NOTIFICATION IMPLEMENTATION PROCEDURE WITH CHECK LIST DELEGATION OF
AUTHORITY LETTER SECTION 3 -SITE DESCRIPTION POLLUTION PREVENTION PLAN CERTIFICATION HISTORIC PLACES EVALUATION LETTER SECTION 4-GENERAL PERMIT REQUIREMENTS (TPDES Construction General
Permit TXR 150000, March 5, 2003) SECTION 5 -EROSION AND SEDIMENTATION CONTROLS AND CHECKLIST SECTION 6 -MAINTENANCE SECTION 7 -SPILL PREVENTION SECTION 8 -INSPECTIONS Exhibits A. Operator
Inspection Form (Alternate) B. Operator Inspection Form (Alternate) C. Grading & Stabilization Record D. Construction Activities Record SECTION 9 -NON-STORM WATER DISCHARGE SECTION 10
-EROSION CONTROL DRAWING AND DETAILS
Ii ;) SECTION 1 TCEQ CONSTRUCTION SITE NOTICE
Attachment 2 " 􀁾􀀢􀀢 􀀭􀁾􀁾􀁾􀀢􀀺􀁾􀀻􀁾 􀁾􀀧􀀮􀁟􀁾 . 􀀭􀁾􀀭 TPOES General Pennit TIeRt 50000 ( 􀁾􀀩 CONSTRUCTION SITE NOTICE FORTHE Texas Commission on Environmental Quality (TCEQ)
Storm Water Program TPDES GENERAL PERMIT TXR150000 The following information is posted in compliance with Part ll.D.2. of the TCEQ"General Permit Number TXRlSOOOO for discharges ofstorm
water runoff from construction sites. Additional information regarding the TCEQ storm water permit program may be found on the internet at: www.tnrcc.state.tx.us/nermittinidwatemennlwwnermltridestorm
Contact Name and Phone Number. . Project Description: (Physical address or description of the site's ocatlon, estimated start date and projected end 􀁾􀁡􀁴􀁥􀀬 or date that disturbed
solis will be . stabll1zecl) " Location of Storm Water Pollution Prevention Plan: For Construction Sites Authorized Under Part 11.0.2. (Obtaining Authorization to Discharge) the following
certification must be completed: I (Typed or PrintedName Person Completing This Certification) certify under penalty of . law that I have read and understand the eligibility requirements
for claiming an authorization under Part IT.p.2. of TPDES General Permit TXR150000 and agree to comply with the terms ofthis permit A storm water pollution prevention plan has been developed
and implemented according to permit requirements. A copy of this signed notice is supplied to the operator ofthe MS4 if discharges enter"an MS4 system. I am aware there are significant
penalties for providing false information or for conducting unauthorized discharges, including the possibility offine and imprisonment for knowing violations. ./'.j ! . Signature and
Title Page 33 Date
SECTION 2 .') INSTRUCTION TO OPERATOR -CERTIFICATION &NOTIFICATION IMPLEMENTATION PROCEDURE WITH CHECK LIST DELEGATION OF AUTHORITY LETTER J').
INSTRUCTION TO CONTRACTOR Upon receipt and review of this package, the Contractor must (a) certify the Storm Water Pollution Prevention Plan (SWPPP) and (b) submit certify Construction
Site Notice to the appropriate agency. The checklist provided at the end of this document will be very useful in evaluating whether all the required items are included in the Storm Water
Pollution Prevention Plan prior to certifying the plan. A. Certifv the Pollution Prevention Plan: The TCEQ General Permit requires that the plan be certified. The plan should identify
an Authorized representativefor each operator, generally the Owner and the General Contractor, (Section 3), to sign the plan. The authorized representative must be a legal representative of the company, such as
the president, vice president or a general partner, who has been delegated the authority to sign and certify this type of document. In signing the plan, the authorized representative
certifies that the information is true and assumes liability for the plan. Note that Section 309 of the Clean Water Act provides for significant penalties where information is false,
or if the permittee violates, either knowingly or negligently, permit requirements. The authorized representative certifying the plan must, for each operator, delegate in writing an
"Authorized Representative" by name or position that will complete the day to day requirements of the plan, as discussed in section 2.2.C. In addition to the party or parties considered
to be operators, construction activities often have a number of different short-term contractors and subcontractors coming onsite during each phase of the project development. These
individuals are to be made aware of the control measures in place and the requirements of the SWPPP. i)
i /J --rn c: o􀁾 a.. 􀁾c: Q) 􀁾a. Q) a::: 􀁾";:: o .c 􀁾rn 10 'U S􀁾Q) Q) 'UE10 􀁾a.. aa.... 􀁾􀁟􀁌􀁊􀁟􀁬􀁟􀁬􀀭􀁌􀁊􀁟􀁾􀁟􀀱􀁟􀁌􀁾􀁾􀀱􀁟􀀱􀁟􀁾􀀭􀀮􀁊􀁟􀀭􀀮􀀱􀀭􀁴􀀭􀁌􀀭􀀭􀀭􀁬􀀭􀁴􀀭􀀮􀀮􀁌􀁟􀁌􀀱􀀭􀀮􀀮􀀮􀀮
􀁊􀀮􀀮􀀮􀀭􀀢􀀢􀀢􀀢􀀧􀁬􀁬 .9 "iii rn 10 c: o ':;:; 'iii i. )) .....::/
1. 2. )3. Posting the Notice The SWPPP shall be signed and retained on-site at the facility, which generates the storm water discharge. The permittee shall sign and post the Construction
Site Notice in Section 1 near the main entrance of the construction site with the following information. a. The name and telephone number of a local contact person; b. A brief description
of the project; c. The location of the SWPPP if the site is inactive or does not have an on site location to store the plan. A copy of the Construction Site Notice must be provided to
the operator of the Town of Addison's . Storm Sewer System, at least two (2) days prior to commencing construction activities at the following address: Mr. James C. Pierce, Jr., P.E.
TOWN OF ADDISON 16801 Westgrove Drive Addison, Texas 75001 Implement Controls: The first action that should be taken is to construct or perform the controls that were selected for the
Storm Water Pollution Prevention Plan. The controls should be constructed or applied in accordance with State or local specifications. If there are no State or local specifications for
control measures, then the controls should be constructed in accordance with good engineering practices. The controls must be constructed in the order indicated in the sequence of major
activities. Stabilization measures must be applied within the time frame specified in the permit. To ensure that controls are adequately implemented, it is important that the work crews
who install the measures are experienced and/or adequately trained. Improperly installed controls can have little or no effect and may actually increase the pollution of storm water.
It is also important that all other workers on the construction site be made aware of the controls so that they do not inadvertently disturb or remove them. Inspect & Maintain Controls:
As discussed previously, inspection and maintenance of the protective measures that are part of this plan are as important to pollution prevention as property planning, design; selection,
and installation. • Inspection: The TCEQ General Permit requires inspection every fourteen (14) days or within 24 hours following a storm of 0.5 inches or more in depth. All disturbed
areas of the site, areas for material storage locations where vehicles enter or exit the site, and all of the erosion and sediment controls that were identified as part of the plan must
be inspected. Controls must be in good operating condition until the area they protect has been completely stabilized and the construction activity is complete. • All reports and inspections
required by this permit will be completed by duly authorized representative or a member of projects Storm Water Pollution Prevention Team. Authorization of these team members will be
made in writing by an officer for the operator to the Director of the TCEQ. The form included in Section 2 will be submitted to the director specifying the individual or a position having
responsibility for the overall operation of the activity. The qualification of the individuals designated as authorized representatives will be documented in Section 2. Training will
include but is not limited to the following: • Regulation requirements. • Storm Water Pollution Prevention Plan specifications. • Inspection, maintenance, and documentation procedures.
• Spill response procedures.
• Maintenance/repairs: The inspector must record any damages or deficiencies in the control me:asures on an inspection report form provided for this purpose. These reports document the
inspection of the pollution prevention measures. These same forms can be used to request maintenance and repair and to prove that inspection and maintenance were performed. The operator
should correct damage or deficiencies as soon as practicable after the inspection but in no case later than fourteen (14) days after the inspection. Any changes that may be required
to correct deficiencies in the Storm Water Pollution Prevention Plan should also be made as soon as practicable after the inspection but in no case later than 14 days after the inspection.
4. Maintain Records of Construction Activities: In addition to the inspection and maintenance reports, the operator should keep records of the construction activity on the site. In particular,
the operator should keep a record of the following information: • The dates when major grading activities occur in a particular area. • The dates when construction activities cease in
an area, temporarily or permanently. • The dates when an area is stabilized, temporarily or permanently. These records can be used to make sure that areas where there is no construction
activity will be stabilized within the required time frame. /5. Update I Change the Plan: For a construction activity to be in full compliance with its TPDES storm water permit, and
for the Storm Water Pollution Prevention Plan to be effective, the plan must accurately reflect site features and operations. When it does not, the plan must be changed. The plan must
also be changed if the operator observes that it is not effective in minimizing pollutant discharge from the site. The plan shall also be updated, as required, to include stabilization
controls required for off-site borrow and fill areas. Updates to the plan shall be recorded and maintained as a part of the plan. If, at any time during the effective period of the permit,
the permitting authority finds that the plan does not meet one or more of the minimum standards established by the General Permit, the permitting authority will notify the permittee
of required changes necessary to bring the plan up to standard. 6. Report Releases of Reportable Quantities: Because construction activities may handle certain hazardous substances over
the course of the project, spills of these substances in amounts that equal or exceed Reportable Quantity (RQ) levels are a possibility. EPA has issued regulations that define what reportable
quantity levels are for oil and hazardous substances. These regulations are found at 40 CFR Part 110 Part 117, or 40 CFR Part 302. A list of the RQ's are included in this plan. If there
is a RQ release during the construction period, then you must take the following steps: • Notify the National Response Center immediately at (800) 424-8802. • Within fourteen (14) days,
submit a written description of the release to the EPA Regional Office providing the date and circumstances of the release and the steps to be taken to prevent another release. • Modify
the pollution prevention plan to include the information listed above. /., I ). \ Provide for Plan Location & Access: The General Permit has specific requirements regarding plan location
and access. • Plan location: A copy of the Pollution Prevention Plan must be kept at the construction site from the time construction begins until the site is finally stabilized.
'.';)' /• Retention of Records: Retention of records requires that copies of the Storm Water Pollution Prevention Plan and all other reports required by the permit, be retained for three
(3) years after the completion of final site stabilization. • Access: Although plans and associated records are not necessarily required to be submitted to the Director, these documents
must be made available upon request to the Director, or any State or local agency who is approving erosion and sediment control plans, or storm water management plans. If site storm
water runoff is discharged to a municipal separate storm sewer system, the plans must be made available upon request to the municipal operator of the system. Operators of a construction
site must continue to comply with permit conditions until (1) they no longer meet the definition of an operator of a construction site; or (2) the construction activity is complete,
all disturbed soils have been finally stabilized, and temporary erosion and sediment controls have been or will be removed. A permittee should submit a Notice of Termination (NOT) to
inform TCEQ that he/she is no longer an operator of a construction activity. 1. Final Stabilization: Final stabilization is defined by the TCEQ General Permit as meaning that all soil
disturbing activities at the site have been completed, and that a uniform perennial vegetative cover with a density of 70 percent of the cover for unpaved areas not covered by permanent
structures has been established or equivalent permanent stabilization measures (such as the use of riprap, gabions or geotextiles) have been employed. When all construction activity
is completed and the site is stabilized, remove erosion control devices and collected sediment. Reseed any ) areas disturbed by their removal. 3. Record Retention: Following the termination
of construction activities the permittees must keep a copy of the Storm Water Pollution Prevention Plan and records of all the data used to complete the Notice of Intent for a period
of at least three years following final stabilization. The record retention period may be extended by TCEQ's request.
OWNER OPERATOR 1. Sign, Post and Submit Construction Site Notice (Section 1) 0 0 2. Fill out, sign, and submit Representative Authorization Form (Section 2) 0 0 3. Sign Endangered Species
Evaluation Certification (Sectiol1 3) 0 0 4. Sign Historic Places Impact Evaluation Certification (Section 3) 0 0 5. Sign Storm Water Plan Certification (Section 3) 0 0 Note: A copy
of all signed documents referenced above must be maintained with the SWPPP. 1. Plan Implementation: o Plan certifications complete and maintained in SWPPP o Sign and post the Construction
Site Notice at the entrance to the site with the following information: • Name and telephone number of local contact. • Brief description of the project. • Location of SWPPP. ,0 Implement
controls outlined in the SWPPP . I) Maintain Records of Construction Activities, (Add Construction Schedule to SWPPP) including: o Dates when major grading activities occur o Dates when
construction activities temporarily cease on a portion of the site o Dates when construction activities permanently cease on a portion of the site o Dates when stabilization measures
are initiated on the site . 3*. Prepare Inspection Reports summarizing: o Name of Inspector o Qualifications of inspector o Measures/areas inspected o Observed conditions o Changes necessary
to the SWPPP 4*. Report Releases of Reportable Quantities of Oil or Hazardous Materials (if they occur): o Notify National Response Center 800/424-8802 immediately o Notify the TCEQ
in writing within 14 days o Modify the pollution prevention plan to include: -the date of release . -circumstances leading to the release -steps taken to prevent reoccurrence of the
release 5*. Modify Pollution Prevention Plan as necessary to: o Comply with minimum permit requirements when notified by TCEQ that the plan does not comply o Address a change in design,
construction operations or maintenance which has an effect on the potential for discharge of pollutants )1 0 Prevent recurrence of reportable quantity releases of a hazardous material
or oil -..lote: These procedures are to be an ongoing process for the length of the project.
UDdate Description (Refer to Attachments if Necessary). 􀀱􀁉􀁊􀀿􀀺􀁉􀁾􀁴􀁩􀀡􀀤 .: Permitee Signature 􀁾 Date
Executive Director )) Texas Commission on Environmental Quality . Storm Water & General Permits; MC·228 P.O. Box 13087 Austin, Texas 78711-3087 Re: TPDES Storm Water General Permit No.
TXR150000 FRITO LAY Airport Parkway @Addison Airport Delegating an "Authorized Representative" Dear Director: This letter serves to designate either a person or specifically described
position as an authorized person for signing reports, storm water pollution prevention plans, certifications or other information requested by the Director or required by the permit.
This person or position has responsibility for the overall operation of this regulated. facility. This authorization cannot be used for signing the Storm Water Pollution Prevention Plan
or the Notice of Intent (NOI). The following person or position is herby authorized to sign reports, plans or certifications other than the NOI application: By signing this authorization,
I confirm that I meet the following requirements to make such a designation ) as set forth in §305.128 and §305.44(b) of Title 30 of the Texas Administrative Code. For a corporation:
by a responsible corporate officer. For the purpose of this section, a responsible corporate officer means: a president, secretary, treasurer, or vice-president of the corporation in
charge of a principal business function or any other person who performs similar policy or decision making functions for the corporation; or the manager of one or more manufacturing,
production or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25,000,000 (in second quarter 1980 dollars) if authority to
sign documents has been assigned or delegated to the manager in accordance with corporate procedures. For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively. For a municipality, State, Federal or other public agency: by either a principal executive officer or ranking elected official. For purpose of this section, a principal
executive officer of of a Federal agency includes (1) the chief executive officer of the agency, or (2) a senior executive officer having responsibility for the overall operations of
a principal geographic unit of the agency (e.g. Regional Administrators of EPA). "I certify under penalty of law that this document and all attachments were prepared under my direction
or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. ·1 am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Name Title
Date
), SECTION 3 SITE DESCRIPTION POLLUTION PREVENTION PLAN CERTIFICATION I NOI LOG HISTORIC PLACES EVALUATION LETTER
FLNA 4601 Airport Parkway Addison, Texas 75001 Owner's Name: Address: Complete grading/install perm. seeding & plantings. 10. Complete final paving. 11. Remove accumulated sediment from
basin. 12. When all construction activity is complete & the site is stabilized, remove erosion control devices and collected sediment. Reseed any areas disturbed by their removal. )
Project Name: Frito Lay Hanger Address: Airport Pkwy @Addison Airport Addison, Texas A. Description of Project Site: The proposed improvements include construction of a hanger with adjacent
parking areas, and associate site utilities and paving. The sites slopes from the north edge at an elevation of 642.0 towards the south edge at elevation of 641.0. The site is outside
of the 1OO-year flood plain shown on the Federal Emergency Management Agency, Dallas County, Texas and Incorporated Area Flood Plain Insurance Rate Map Panel Number 48113C0180J, dated
August 23,2001. Soil disturbing activities will include: clearing and grubbing; installing a stabilized construction entrance, perimeter and other erosion and sediment controls; grading;
excavation for storm sewer, utilities, and building foundations; construction of curb and gutter, road, and parking areas; and preparation for final planting and seeding. B. Latitude:
32° 57' 57" Longitude: 96° 50' 01" C. Sequence of Major Activities and Control Measures: 1. Install stabilized construction entrance. 9. 2. Install silt fence. 3. Continue clearing &grading.
4. Pile topsoil. 5. Stabilize denuded areas &stockpiles within 14 days of last construction activity in that area. 6. Install utilities, storm sewer, curb &gutter. 7. Install inlet protection.
8. Construct building. The actual dates of major activities will be maintained and updated as needed on the Grading and Stabilization Record, Section 8, or by the projects Construction
Schedule, which is to be made a part of this plan. D. Site Area: The site is approximately 2.0 total acres of which 2.0 acres will be disturbed by construction activities. E. Runoff
Coefficient: The existing coefficient of runoff for the site is c =0.9 and the final coefficient will be c =0.90. F. Edwards Aquifer and Indian Country Lands: This site is not located
over the Edwards Aquifer Contributing Zone or the Recharge Zone and is not located on Indian Country Lands. G. Soil TypelWater Quality: Data describing the water quality of storm water
discharges for this site is not available at this time. Information will be added to this plan as it is received. The Geotechnical investigation classifies the soils on site as follows:
Brown and tan stiff clay; dark brown stiff clay; tan shaly limestone; gray limestone. H. Name of Receiving Waters: The entire site will drain into White Rock Creek, which is approximately
1.3 miles from the site. I. Industrial Discharges: No discharges associated with industrial activities other than construction ! are expected.
\\ J. Endangeredrrhreatened Species: y The proposed project is not expected to jeopardize the continued existence of any federally listed threatened, endangered species, nor is it expected
to destroy or adversely modify their critical habitat. The listed or proposed threatened species believed to be in Dallas County "LIST OF ENDANGERED SPECIES" Black-capped Vireo Golden-cheeked
Warbler Interior Least Tern Piping Plover Bald Eagle Mountain Plover Vireo Atricapillus Dendroica Chrysoparia Sterna Antillarum Charadrius Melodus Haliaeetus Leucocephalus Charadrius
Montanus Endangered Endangered Endangered Threatened Threatened Proposed "ENDANGERED SPECIES HABITAT" The Black-capped Vireo's habitats consist of grasses or forbs, rock, growing shrubs
close to the ground level, scattered trees mix together with open areas of bare ground. The Golden-cheeked Warbler habitual areas are of the Edwards Plateau and the Lampasas cutplain.
The premier nesting sites of the Interior Least Tern consist of salt flats, shallow rivers, and broad sandbars. The Piping Plover's sites include sandy beaches around oceans and lakes,
lightly vegetated areas on alluvial islands in rivers, encrusted salt bare areas of sand, gravel or pebbly mud on alkaline interior lakes and ponds. In Texas, the Bald Eagle prefers
nesting along river systems or areas close to bodies of water, such as lakes or reservoir. The Mountain Plover's inhabits expansive flats of short-grass prairies where it feeds on a
variety of insects. Dallas County is not listed as the critical habitat for any of the above mentioned species. K. Historic Property: No property that is listed on or eligible for the
National Register of Historic Places is located within the project area or is believed to be potentially impacted by storm water discharge associated with this site. L. SWPPP Site Map:
An Erosion and Sediment Control Drawing and Detail Sheet can be found in Section 10.
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with an in-house design procedure designed to assure
that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who prepared the design, or those persons directly responsible
for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for
sUbmitting false information, inclUding the possibility of fine and imprisonment for knowing violations. OPERATOR/OWNER: Mr. Dennis Olsen FLNA 4601 Airport Parkway Addison, Texas 75001
(972) 248-3990 SIGNATURE PRINT NAME AND TITLE DATE OPERATOR/CONTRACTOR: Mr. Carson Coleman CONSTRUCTIORS 3333 Welborn Street, Suite 200 Dallas, Texas 75219 (214) 520-3353 SIGNATURE PRINT
NAME AND TITLE DATE :)1--------------------------.....0-.--------'
October 1, 2003 PK No.: 1830-03.207 Airport Parkway @Addison Airport FRITO LAY Addison, Dallas County, Texas Re: HISTORIC PLACES IMPACT EVALUATION Addison, Dallas County, Texas To Whom
It May Concern: A query of the records kept by the National Register of Historic Places was run to find out what properties were listed in Dallas County. After reviewing this query and
the addresses of each, it is our opinion that this project poses no threat to any historic place listed with the National Register. A listing of the query run has been included with
this plan. Sincerely, Operator's Certification Statement: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance
with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system,
or those directly responsible for gathering the information, submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant
penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Signed: Dated: BJM/sit 1830-24
)I )) SECTION 4 GENERAL PERMIT REQUIREMENTS (TPDES Construction General Permit TXR 150000, March 5, 2003)
..•.'... .' . . '. TPDBS General Pemut NO. TXRISOOOO ., This is a new general. permit " iSsl:led pursu,ant to'Section . . '. 26.040 ofthe TexaS 'Water Code '.and Section 402 ofthe Clean
Water Act. . ;. TEXAS CO:MM:ISSION ON ENVIRONMENTAL 􀁾􀁵􀁁􀁌􀁉􀁔􀁙 . ·P.O. BOX 13087 . Austin, TX 78711-3087 " GUNERAL PBRMrrTO·niscHMGBwASTB . . under provisions of . . Section 402
ofthe Clean Water Act and Chapter 26 of.the Texas'Watet Code 􀁃􀁯􀁮􀁾􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮 sites 􀁬􀁯􀁣􀁡􀁴􀁥􀁾 in the state ofTexas may discharge to. surface water in the state' 'oniy 􀁾􀁾􀁾􀁯􀁲􀁤􀁬􀁾􀁧
to 􀁥􀁦􀁦􀁩􀁵􀁾􀁾􀁴 􀁩􀁩􀁮􀁵􀁴􀁡􀁴􀁩􀁯􀁾􀁳􀀬 􀁴􀀻􀁲􀁩􀁯􀁮􀁩􀁴􀁯􀁲􀁩􀁲􀁩􀁧􀁾􀁥􀁱􀀱􀀬􀁬􀁩􀁴􀁥􀁮􀁴􀁾􀁴􀁳 and other 􀁣􀁯􀁮􀁤􀁩􀁴􀁩􀁾􀁮􀁳 set forth in'􀁴􀁨􀁩􀁬􀁬􀀧􀁐􀁾􀁾 as well as the roies
ofthe Texas Commission on Environmental QuaUty (TCEQ), the laws of the State of . Texas;and.other orders oltheTCEQ. The issuance ofthis generai permit does not grant to the permittee
the right to use private 􀁾􀁲􀁰􀁵􀁢􀁬􀁩􀁣 property for conveyance ofstOrnl water and certain.non-stomiwater discharges alongthe discharge route. This includes property belongingto but
not 􀀱􀁩􀁴􀂢􀁴􀁥􀁾 to any indiVidual, 􀁰􀁡􀁲􀁴􀁮􀁥􀁲􀁾􀁨􀁩􀁰􀀬 oorporation or other entity.' Neither does 􀁴􀁨􀁩􀁾 peimit authorize aily invasion of personal rights nor any violation
of federal, state, or local laws or regulations. It is the responsibility ofthe pennittee t9 acquire property rights as may be necessary to use the discharge route. " This 􀁰􀁾􀁲􀁭􀁩􀁴
and the authorization contained herein shall expire. at midnight five' years after the date of issuance. . .. ". . .". '.. . .. ' '. \' "'.) ISSUBP AND 􀁅􀁾􀁅􀁃􀁔􀁉􀁖􀁅 DATB: .MAR '.
. '. -.... .".. .... ....... '. " . . . . , ' ••• I. . . 'p• .,:-: I ,.': : :: , '. '=,'". .. ,• .: 􀀮􀀬􀀬􀁾..: ' • 􀁊􀀱􀁾 . ; .. . ..... 􀀺􀁾. •'1, , ". .. ' . ., ..-. " ..... -• jt
. '11-' Of . ..
\ TCEQ General Permit Number TXR150000 Relating To Discharges From Construction Activities -.􀁾 Table of Contents Part I. Definitions ; ; . . . . . . .. Page 3 Part II. Pennit Applicability
and Coverage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. Page 7 Part III. Stonn Water Pollution Prevention Plans . . . . . . . . . . . . . . . . . . . . . . .
. . . . .. Page 18 Part IV. Numeric Effluent Limitations Page 28 Part V. Retention of Records Page 29 Part VI. Standard Pennit Conditions . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . .. Page 29 Part VII. Fees Page 30 Appendix A. Periods ofLow Potential by County Page 31 Attachment 1 Construction Site Notice for Part II.D.1 Waivers Page
32 ) Attachment 2 Construction Site Notice for Part II.D.2. Authorizations Attachment 3 Discharge Monitoring Report for .concrete Batch Plants Page 2 Page 33 Page 34 (
TPDES General Pennit TXR150000 Part I. Definitions Best Management Practices· (BMPs) Schedules of activities, prohibitions of practices, maintenance procedures, structural controls,
local ordinances, and other management practices to prevent or reduce the discharge ofpollutants. BMPs also include treatment requirements, operating procedures, and practices to control
construction site runoff, spills or leaks, waste disposal, or drainage from raw material storage areas. Commencement of Construction -The exposure of soils resulting from activities
such as clearing, grading, and excavating. Common Plan of Development -A construction activity that is completed in separate stages, separate phases, or in combination with other construction
activities. A common plan of development is identified by the documentation for the construction project that identifies the scope of the project, and may include plats, blueprints,
marketing plans, contracts, building permits, a public notice or hearing, zoning requests, or other similar documentati0D: and activities. Facility· or Activity -Any TPDES "point source"
or any other facility or activity (including land or appurtenances thereto) that is subject to regulation under the TPDES program. Final Stabilization -A construction site status where
either of the following conditions are met: (a) All soil disturbing activities at the site have been completed and a uniform (e.g, evenly distributed, without large bare areas) perennial
vegetative cover with a density of 70% of the native background vegetative cover for the area has been established on allunpaved areas and areas not covered by permanent structures,
or equivalent permanent stabilization measures (such as the use ofriprap, gabions, or goetextiles) have been employed. (} :,.,....",..,,/' (b) For individual lots in a residential construction
site by either: (1) the homebuilder completing final stabilization as specified in condition (a) above; or (2) the homebuilder establishing temporary stabilization for an individual
lot prior to the time oftransfer of the ownership ofthe home to the buyer and after informing the homeowner of the need for, and ·benefits of, final stabilization. (c) For construction
activities on land used for agricultural purposes· (e.g. pipelines across crop or range land), fmal stabilization may be accomplished byreturning the disturbed land to its preconstruction
agricultural use. Areas disturbed that were not previously used for agricultural activities, such as buffer strips immediately adjacent to a surface water and areas which are not.being
returned to their preconstruction agricultural use must meet the final stabilization conditions of condition (a) above. Page 3 )
TPDES Genera) Permit TXR150000 Large Construction Activity· Construction activities including clearing, grading, and excavating that result in land disturbance of equal to orgreater than five (5) acres of land. -Large construction activity also includes the disturbance of less than five (5) acres of total land area that is part of a larger common plan of
development or sale ifthe larger common plan will ultimately disturb equal to or greater than five (5) acres of land. Large construction activity does not include routine maintenance
that is performed to maintain the original line and grade, hydraulic capacity, and original purpose of a ditch, channel, or other similar storm water conveyance. Large construction activity
does not include the routine grading ofexisting dirt roads, asphalt overlays ofexisting roads, the routine clearing of existing right-of-ways, and similar maintenance activities. Municipal
Separate Storm Sewer System (MS4) -A separate storm sewer system owned or operated by a state, city, town, county, district, association, or other public body (created by or pursuant
to state law) havingjurisdiction over the disposal ofsewage, industrial wastes, stormwater, or other wastes, including special districts under state law such as a sewer district, flood
control or drainage district, or similar entity, or an Indian tribe or an authorized Indian tribal organization. Notice of Intent (NOI) -A written submission to the executive director
from an applicant requesting coverage under a general permit. -Notice of Termination (NOT) -A written submission to the executive director from a permittee authorized under a general
permit requesting termination ofcoverage. Operator -The person or persons associated with a large or small construction activity that meets either ofthefol1owing two criteria: (a) the
person or persons have operational control over construction plans and specificationsto the extent necessary to meet the requirements and conditions ofthis general permit; or (b) the
person or persons have 􀁤􀁡􀁹􀀭􀁴􀁯􀁾􀁤􀁡􀁹 operational control of those activities at a construction site which are necessary to ensure compliance with a storm water pollution prevention
plan for the site or other permit conditions (e.g. they are authorized to direct workers at a site to carry out activities required by the Storm Water Pollution Prevention Plan or comply
with other permit conditions). Permittee -An operator authorized under this general permit. The authorization may be gained through submission of a notice ofintent, by waiver, or by
meeting the requirements for automatic coverage to discharge storm water runoff and certain non-storm water discharges. Point Source -Anydiscernible, confined, and discrete conveyance,
including but not limited to, any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container, rolling stock concentrated animal feeding operation, landfill leachate collection
system, vessel or other floating craft from which pollutants are, or maybe, discharged. This term does not include include return flows from irrigated agriculture or agricultural storm
water runoff.Page 4 ). )i /!
J. TPDES General PennitTXRlSOOOO Pollutant· (from the Texas Water Code, Chapter 26) Dredged spoil, solid waste, incinerator residue, sewage, garbage, sewage sludge, filter backwash,
munitions, chemical wastes, biological materials, radioactive materials, heat, wrecked or discarded equipment, rock, sand, cellar dirt, and industrial, municipal, and agricultural waste
discharged into any surface water in the state. The term "pollutant" does not include tail water or runoff water from irrigation or rainwater runoff from cultivated or uncultivated rangeland,
pastureland, and farmland. Pollution -(from the Texas Water Code, Chapter 26) The alteration of the physical, thermal, chemical, or biological quality of, or the contamination of, any
surface water in the state that renders the water hannful, detrimental, or injurious to humans, animal life, vegetation, or property or to public health, safety, or welfare, or impairs
the usefulness or the public enjoyment of the water for any lawful or reasonable purpose. Runoff Coefficient -The fraction of total rainfall that will appear at the conveyance as runoff.
Separate Storm Sewer System -A conveyance or system of conveyances (including roads with drainage systems, streets, catchbasins, curbs, gutters; ditches, man-made channels, or stormdrains),
' designed or used for collecting or conveying storm water; that is not a combined sewer, and that is not part of a publicly owned treatment works (p01W). Small Construction Activity
-Construction activities including clearing, grading, and excavating that result in land disturbance ofequal to or greater than one (1) acre and less than five (5) acres of land.Small
construction activity also includes the disturbance ofless than one (1) acre oftotal land area that is part of a larger common plan of development or sale if the larger common plan will
ultimately disturb equaHo or greater than one (1) and less than five (5) acreS of land. Small construction activity does not include routine maintenance thatis performed to maintain
the original line and grade, hydraulic capacity, and original purpose of a ditch, channel, or other similar storm water conveyance. Small construction activity does not include the routine
grading ofexisting dirt roads, asphalt overlays of existing roads, the routine clearing ofexisting right-of-ways, and similar maintenance activities. Storm Water -Storm water runoff,
snow melt runoff, and surface runoff and drainage. Storm Water Associated with ConstructionActivity -Storm water runoff from a construction activity where. soil disturbing activities
(including 􀁾􀁬􀁥􀁡􀁲􀁩􀁮􀁧􀀬 grading, excavating) result in the disturbance of one (1) or more acres of total land area, or are part of a larger common plan of development or'>flale
that will result in disturbance of one (1) or more acres oftotal land area. Structural Control (or Practice) -Apollution prevention practice that requires the construction ofa device,
or the use ofa device, to capture or prevent pollution in storm water ninoff. Structural controls and practices may include but are not limited to: silt fences, earthen dikes, drainage
swales, sediment traps, check dams, subsurface drains, storm drain inlet protection, rock outlet protection, reinforced soil retaining systems, gabions, and temporary or permanent sediment
basins. Surface Water in the State -Lakes, bays, ponds, impounding reservoirs, springs, rivers, streams, creeks, estuaries, wetlands, marshes, inlets, canals, the Gulf ofMexico inside
the territorial limits PageS '))
TPDES General Pennit TXR150000 ofthe state (from the mean high water mark (MHWM) out 10.36 miles into the Qulf)t-and all other bodies of surface watert natural or artificialt inland
or coastalt fresh or _saItt navigable or nonnavigablet and including the beds and banks of all water-courses and bodies of surface watert that are wholly or partially inside or bordering
the state or subject to the jurisdiction of the state; except that waters in treatment systems which are authorized by state or federallawt regulationt or pennitt and which are created
for the purpose of waste treatment are not considered to be water in the state. -Temporary Stabilization -A condition where exposed soils or disturbed areas are provided a protective
covert which may include temporary seedingt geotextilestmulchestand other techniques to reduce or eliminate erosion until either final stabilization can be achieved or until further
construction activities take place. Waters ofthe United States -(from title 40tpart122t section 2 ofthe ofthe Code ofFederal Regulations) Waters of the United States or waters of the
U.S. means: (a) (b) (c) all waters which are currently used, were used in the pastt or may be susceptible to use in interstate or foreign commerce, including all waters which are subject
-to the ebb and flow of the tide; all interstate waters, including interstate wetlands; all other waters such as intrastate lakes, rivers, streams (including intermittent streams), mudflats,
sandflats, wetlands, sloughs, prairie potholes, wet meadows, playa lakes, or natural ponds that the use, degradation, or destruction ofwhich would affect or could affect interstate or
foreign commerce including any such waters: (I) which are or could be used by interstate or foreign travelers for recreational or other purposes; (2) from which fish or shellfish are
or could be taken and sold in interstate or foreign commerce; or (3) which are used or could be used for industrial purposes by industries in interstate commerce; \\ ) (d) all impoundments
ofwaters otherwise defined as waters ofthe United States under this definition; (e) tributaries of waters identified in paragraphs (a) through (d) of this definition; (f)the territorial
sea; and (g) wetlands adjacent to waters (other than waters that are themselves wetlands) identified in paragraphs (a) through(f) ofthis definition. Page 6 (
",.,. .....:. TPDBS General Permit TXRlSOOOO Waste treatment systems, including treatment ponds or lagoons designed to meet the requirements ofCWA (other than cooling ponds as defined
in 40 CFR § 423.11(m) which als'o meet the criteria of this defmition) are not waters of the United States. This exclusion applies only to manmade bodies of water which neither were
originally created in waters ofthe United States (such as disposal area in wetlands) nor resulted from the impoundment of waters of the United States. Waters of the United States do
not include prior converted cropland. Notwithstanding the determination of an area's status as prior converted cropland by any other federal agency, for the purposes ofthe Clean Water
Act, the final authority regarding Clean Water Act jurisdiction·remains with EPA. Part II. Permit Applicability and Coverage Section A. Discharges Eligible for Authorization 1. Storm
Water Associated with ConstrUction Activity Discharges of storm water runoff from small and large construction activities may be authorized under this general pennit. '2. Discharges
of Storm Water Associated with Construction Support Activities Discharges of storm water runoff from construction support activities, including concrete batchplants, asphalt batch plants,
equipment staging areas, material storage yards, material borrow areas, and excavated material disposal areas may be authorized under this general permit provided: (a) the activity is
located within a I-mile distance from the boundary of the permitted construction site and directly supports the construction activity; .(b) the storm water pollution prevention plan
is developed according to the provisions of this general permit and includes appropriate controls and measures to reduce erosion'and diScharge ofpollutants in storm water runoff from
the supporting industrial activity site; and (c) the industrial activity either does not operate beyond the completion date of the construction activity or obtains separate TPDES authorization
for discharges. 3. 3. Non-storm Water Discharges The following non-storm water discharges from sites authorized under this general pennitare also eligible for authorization under this
general pennit: (a) discharges from fire fighting activities; Page 7 ))
TPDES General Pennit TXRlSOOOO (b) fire hydrant flushings; (c) vehicle, external building, and pavement wash water where detergents and soaps are not used and where spills or leaks of
toxic or hazardous materials have not occurred (unless spilled materials have been removed; and if local state, or federal regulations are applicable, the materials are removed according
to those regulations), and where the purpose is to remove mud, dirt, an dust; (d) water used to control dust; (e) potable water sources including waterline flushings; (1) air conditioning
condensate; (g) uncontaminate.d ground water or spring water, including foundation or footing drains where flows are not contaminated with industrial materials such as solvents. 4. Other
Pennitted Discharges Any discharge authorized under a separate NPDES, TPDES, or TCEQ pennit may be combined with discharges authorized by this permit. Section B. Limitations on Permit
Coverage 1. Post Construction Discharges. Discharges that occur after construction activities haveoeencompleted, and after the -construction site and any supporting activity site have
undergone fmal stabilization, are not eligible for coverage under this general pennit. Discharges originating from the sites are not authorized under this general permit following the
submission ofthe notice of termination (NOT) for the construction activity. 2. Prohibition ofNon-Storm Water Discharges Except as provided in Part n. A.2., A3., and A4., all discharges
authorized by this general permit must be composed entirely of storm water associated with construction activity. 3. Compliance With Water Quality Standards Discharges to surface water
in the state that would cause or contribute to a violation of water quality standards or that would fail to protect and maintain existing designated uses are not eligible for coverage
under this general permit. The executive director may require an application for an individual permit or alternative Page 8 Ji 􀀮􀁾􀀭􀀧..:-.:.'
TPDES General Permit TXRlSOOOO general permit (see Part II,G.3) to authorize discharges to surface water in the state from any activity that is determined to cause a violation of water
quality standards or is found to cause, or contribute to, the loss of a designated use. The executive director may also require an application for an individual permit considering factors
described in Part 11,0.2. 4. Discharges to Water Quality-Impaired Receiving Waters. New sources ornew discharges ofthe constituents ofconeem to impaired waters are not authorized by
this permit unless otherwise allowable under 30TAC Chapter 305 and applicable state law. Impaired waters are those that do not meet applicable water quality standards and are listed
on the EPA approved Clean Water Act Section 303(d) list. Constituents of concern are those for which the water body is listed as impaired. Discharges of the constituents of concern to
impaired water bodies for which there is a total maximum daily load (TMDL) implementation plan are not eligible for this permit unless they are consistent with the approved TMDL and
the implementation plan. Pennittees must incorporate the limitations, conditions, and requirements applicable to their discharges, including monitoring frequency and reporting required
by TCEQ rules, into their storm water pollution prevention plan in order to be eligible for coverage under this general permit. 5. Discharges to the Edwards Aquifer Recharge Zone Discharges
cannotbe authorizedby this general permitwhere prohibitedby 30Texas Administrative Code (TAC) Chapter 213 (relating to Edwards Aquifer). (a) For new discharges located within the Edwards
Aquifer Recharge Zone, or within that area upstream from the recharge zone and defined as the Contributing Zone, operators must meet all applicable,requirements of, and operate according
to, 30 TAC Chapter 213 (Edwards Aquifer Ru1e) in addition to the provisions and requirements ofthis general permit. (b) . For existing discharges, the requirements of the agency-approved
Water .. Pollution Abatement Plan under the Edwards Aquifer Ru1es are in addition to the requirements ofthis general permit. BMPs and maintenance schedu1es for structural storm water
controls, for example, may· be required as a provision of the rule: All applicable requirements of the Edwards Aquifer Rule for reductions ofsuspended solids in storm water runoffare
in addition to the requirements in this general permit for this pollutant. For discharges from large construction activities located on the Edwards Aquifer contriouting zone, applicants
must also submit a copy of the NOI to the. appropriate TCEQ regional office." Page 9 )
Counties: Comal, Bexar, Medina, Uvalde, and Kinney Williamson, Travis, and Hays TPDES General Permit TXRlSOOOO Contact: TCEQ Water Program Manager San Antonio Regional Office 14250 Judson
Rd. San Antonio, Texas (210) 490-3096 TCEQ Water Program Manager Austin Regional Office 1921 Cedar Bend Dr., Ste. 150 Austin, Texas (512) 339-2929. 6. Discharges to Specific Watersheds
and Water Quality Areas Discharges otherwise eligible for coverage cannot be authorized by this general pennitwhere prohibited by 30 TAC Chapter 311 (relating to Watershed Protection)
for water quality areas and watersheds. 7. Protection of Streams and Watersheds by Other Governmenta1.Entities This general pennit does not limit the authority or ability offederal,
other state, or local governmental entities from placing additional or more stringent requirements on construction activities or discharges from construction activities. For example,
this pennit does not limit the authority of a home-rule municipality provided by Section 401.002 ofthe Texas Local Government Code. 8. Indian Country Lands Storm water runoff from construction
activities occurring on Indian Country lands are not under the authority ofthe TCEQand are not eligible for coverage under this general permit. If discharges of storm water require authorization
under federal NationalPollutant Discharge Elimination System (NPDES) regulations, authority for these discharges must be obtained from the U.S. Environmental Protection Agency . (EPA).
9. Oil and Gas Production Stonn water runoff from construction activities associated with the exploration, development, or production of oil or gas or geothennal resources, including
transportation of crode oil or·natural gas by pipeline, are not under the authority of the TCEQ and are not eligible for coverage under this general pennit. If discharges Page 10
TPDBS General Permit TXRI50000 ofstorm water require authorization under federal NPDES regulations, authority for these discharges must be obtained from the EPA. 10. Storm Water Discharges
from Agricultural Activities Storm water 􀁤􀁩􀁳􀁣􀁨􀁡􀁲􀁾􀁥􀁳 from 􀁡􀁾􀁲􀁩􀁣􀁵􀁬􀁴􀁵􀁲􀁡􀁬 activities that are not point source 􀁤􀁩􀁳􀁣􀁨􀁡􀁲􀁾􀁥􀁳 of storm water are not subject to
TPDES permit requirements. These activities may include 􀁣􀁬􀁥􀁡􀁲􀁩􀁮􀁾 and 􀁣􀁵􀁬􀁴􀁩􀁶􀁡􀁴􀁩􀁮􀁾 􀁾􀁲􀁯􀁵􀁮􀁤 for crops, construction of fences to contain livestock, construction
of stock ponds, and other similar agricultural activities. Section C. Deadlines for Obtaining Authorization to Discharge 1. Large Construction Activities (a) New Construction -Discharges
from sites where the commencement of construction occurs on or after the issuance d8te ofthis general permit must be authorized, either under this general permit or a separate TPDES
permit, prior to the commencement of those construction activities. .-) (b) Ongoing Construction -Operators oflarge construction activities continuing to operate after the issuance date
ofthis permit, and authorized underNPDES general permit TXR.l00000 (issued July 6, 1998,FR36490), must submit an NOr to obtain authorization under this 􀁧􀁥􀁮􀁾􀁲􀁡􀁬permit within 90
days of the issuance date of this general permit. During this interim period, as a requirement of this TPDES permit, the operator must continue to meet the conditions and requirementS
of the federal NPDES permit. If the construction activity is completed prior to this 90-day deadline, and the site would otherwise qualify for termination of coverage under that federal
NPDES permit, the operator must notify the executive director ofthe TCEQ in writing within 30 days of that condition. 2. Small Construction Activities (a) New Construction -Discharges
from sites where' the commencement of construction occurs on or after the issuance date.ofthis general permit must be authorized; either under this general permit or a separate TPDES
permit, prior to the commencement of those construction activities. (b) Ongoing Construction -Discharges from ongoing small construction .activities that commenced priorto March 10,
2003, and that would not meet the conditions to qualify for termination of this permit as described in Part II.E. of this general permit, must be authorized, either under this general
. permit or a separate TPDES pennit, prior to March 10,2003. Page 11 .J
. ---. Section D. Obtaining Authorization to Discharge TPDES General Permit TXRt50000 1. Small construction activities are detennined to occur during periods,oflow potential for erosion,
and operators ofthese sites may be automatically authorized under this general pennit and not required to develop a stonn water pollution prevention plan or submit a notice of intent
(NO!), provided: (a) (b) (c) (d) (e) the construction activity occurs in a county listed in Appendix A; the construction activity is initiated and completed, including either final or
temporary stabilizationofall disturbed areas, within the time"frame identified in Appendix A for the location ofthe construction site; all temporary stabilization is adequately maintained
to effectively reduce or prohibit erosion, final stabilization activities have been initiated and a condition, offinal stabilization is completed no later than 30 days following the
end date of the time frame identified in Appendix A for the location of the construction site; the the pennittee signs a completed construction site notice (Attachment 1ofthis general
permit), including the certification statement; a signed copy ofthe construction site notice is posted at the construction site in a location where it is readily available for viewing
by the general public, local, state," and federal authorities prior to commencing construction activities, and maintained in that location until completion ofthe construction activity;
\\ !! (f) "a copy ofthe signed and certified construction site notice is provided to the operator of any municipal" separate stonn sewer system receiving the discharge at least two days
prior to commencement ofconstruction activities; and (g) any supporting concrete batch plant or asphalt batch plant is separately "authorized for discharges of stonn water runoff or
other non-stonn water discharges under an individual TPDES pennit, another TPDES general permit or under an individual TCEQ permit where stonn water and nonstorm water is disposed of
by evaporation or or irrigation (discharges are adjacent to water in the state). "2. Operators ofsmall construction activities not described in Part II.D.1. above may be automatically
authorized under this general permit, and operators ofthese sites are not required to submit an NOI provided they: (a) develop a SWP3 according to the provisions of this general permit,
that covers either the entire site or all portions ofthe site for which the applicant Page 12
TPDES General Pennit TXRt 50000 is the operator, and implement that plan prior to commencing construction activities; -(b) sign a completed construction site notice ( Attachment 2 of
this general permit); (c) post a signed copy ofthe construction site notice at the construction site in a location where it is readily available for viewing by the general public, local,
state, and federal authorities, prior to commencing construction activities, and maintain the notice in that location until completion of the construction activity; and (d) provide a
copy of the signed and certified construction site notice to the operator of any municipal separate stonn sewer system receiving the discharge at leasttwo days prior to commencement
ofconstruction activities. 3. Operators of all other construction activities that qualify for coverage under this general pennit must: (a) develop a SWP3 according to the provisions
of this general pennit, that covers either the entire site or all portions ofthe site for which the applicant is the operator, and implement that plan prior to commencing construction
activities; . (b) submit a Notice of Intent (NO!), using a fonn provided by the executive director, at least 2 days prior to commencing construction activities; or \,.; ) (c) if the
operator changes, or an: additional operator is added after the initial NOr is submitted, the new operator must submit anNor at least two (2) days before assuming operational control;
(d) post a copy oftheNorat the construction site in a location where it is rel:ldily available for viewing prior ·to commencing construction activities, and maintain the notice in that
location until completion of the construction activity; (e) provide a copy ofthe signed Nor to the operator of any municipal separate storm sewer system receiving the discharge, at least
two (2) days prior to commencing construction activities; and (f) implement the SWP3 prior to beginning construction activities. Page 13 )
TPDES General Pennit TXRISOOOO 4. Effective Date of Coverage (a) Operators of construction activities descrjbed in either Part II. 0.1. or 0.2. are authorized immediately following compliance
with the conditions ofPart II. 0.1. or 0.2. that are applicable to the construction activity. (b) Operators ofall other construction activities eligible for coverage under this general
pennit, unless otherwise notified by the executive director, are provisionally authorized two (2) days from the date that a completed NOI is postmarked for delivery to the TCEQ. If electronic
submission of the NOI is provided, and unless otherwise notifiedbythe executive director, operators are provisionally authorized24 hours following confirmation ofreceipt ofthe NOI by
the TCEQ. Authorization is non-provisional when the executive director finds the NOI is administratively complete and an authorization number is issued for the activity. (c) Operators
are not prohibited from submitting late NOls or posting late notices to obtain authorization under this generalpermit. TheTCEQ reserves the right to take appropriate enforcement actions
for any unpermitted activities that may have occurredbetween the time construction commenced and authorization is obtained. 5. Notice of Change (NOe) Letter Ifthe operator becomes aware
that it failed to submit any relevant facts, or submitted incorrect information in an NOI, the correct information must be provided to the executive director in a NOC letter within 14
days after discovery. If relevant information provided in the NOI changes, a NOC letter must be submitted within 14 days of the change. A .copy oftheNOC must be provided to the operator
of any MS4 receiving the discharge. 6. Signatory Requirement for NOI Forms, Notice ofTermination (NOT) Forms, NOC Letters, and Construction Site Notices NOI forms, NOT forms, NOC letters,
and Construction Site Notices must be signed according to 30 TAC § 305.44 (relating to Application for Permit). 7. Contents of the NOI The NOI form shall require, at a minimuni, the
following information: (a) the name, address, and telephone number ofthe operator filing the NOI for permit coverage; (b) the name (or other identifier), address, county, and latitude/longitude
of the construction project or site; Page 14
(c) TPDES General Permit TXR.150000 number of acres that will be disturbed (estimated to the largest whole number); (d) whether the project or site is located on Indian Country lands;
(e) confirmation that a SWP3 has been developed and that the SWP3 will be compliant with any applicable local sediment and erosion control plans; and (f) name of the receiving water(s).
Section E. Application to Terminate Coverage Each operator that has submitted an NOI for authorization under this general pennit must apply to terminate that authorization following
the conditions described in this section ofthe general pennit. Authorization must be terminated by submitting a Notice ofTermination (NOT) on a fonn supplied by the executive director.
Authorization to discharge under this permit terminates at midnight on the day the NOT is postmarked for delivery to the TCEQ. Ifelectronic submission ofthe NOT is provided, authorization
to discharge under this permit terminates immediately following confmnation ofreceipt oftheNOTby the TCEQ. Compliance with the conditions andrequirements of this permit is required until
an NOT is submitted. . ,.. 1. Notice of Termination Required The NOT must be submitted to TCEQ, and a copy of the NOT provided to the operator of any MS4 receiving the discharge, within
thirty (30) days, after: (a) final stabilization has been achieved on all portions of the site that is the responsibility of the permittee: or (b) another permitted operator has assumed
control over all areas ofthe site that have not been finally stabilized; and (c) all silt fences and othertemporary erosion controls have eitherbeen removed, scheduled for removal as
defined in the SWP3, or transferred to a new operator if the new operator has sought permit coverage. Erosioncontrols thatare designed to remain in place for an indefinite period, such as mulches and fiber mats, are not required to be removed or scheduled for removal. . 2. Minimum Contents
ofthe NOT The NOT form shall require, at a minimum, the following information: (a) if authorization was granted following submission of a NOI, the permittees site-specific TPDES general
permit number for the construction site; PagelS ) .../
Section F. TPDES General Pennit TXRlSOOOO (b) an indication of whether the construction activity is completed or if the pennittee is simply no longer an operator at the site; (c) the
name, address and telephone number of the pennittee submitting the NOT; (d) the name (or other identifier), address, county, and latitude/longitude ofthe construction project or site;
and (e) a signed certification that either all storm water discharges reqwrmg authorization under this general permit will no longer occur, or that the applicant to terminate coverage
is no longer the operator of the facility or construction site, and that all temporary structural erosion controls have either been removed, will be removed on a schedule defined in
the SWP3, or transferred to a new operator if the new operator has applied for permit coverage. Erosion controls that are designed to· remain in place for an indefinite period, such
as mulches and fiber mats, are not required to be removed or scheduled for removal. Waivers from Coverage , , .; The executive director may waive the otherwise applicable requirements
ofthis general permit for stonn water discharges from small construction activities under the terms and conditions described in this section. . 1. Waiver Applicability and Coverage Operators
of small construction activities may apply for and receive a waiver from the requirements to obtain authorization under this general permit where: (a) the calculated rainfall erosivity
R factor for the entire period of the construction project is less than five (5); (b) the operator submits a signed waiver certification form, supplied by the executive direCtor, certifying
that the construction activity will commence and be completed within a period when the value Of the calculated rainfall erosivity R factor is less than five (5); and (c) the waiver certification
form is submitted to the TCEQ at least two (2) days before construction activity begins. 2. Effective Date of Waiver Operators of small construction activities. are provisionally waived
waived from the otherwise applicable requirements ofthis general permit two (2) days from the date that a completed waiver certification fonn is postmarked for delivery to TCEQ. Page
16
J 3. TPDES General Pennit TXRl 50000 Activities Extending Beyond the Waiver Period If a construction activity extends beyond the approved waiver period due to circumstances beyond the
control of the operator, the operator must either: (a) recalculate the rainfall erosivity factor R factor using the original start date and a new projected ending date, and if the R
factor is still under five (5), submit a new waiver certification form at least two (2) days before the end of the original waiver period; or (b) 'obtain authorization under this general
permit according to the requirements delineated in either Part II.D.2. or Part H.D.3..at least two (2) days before the end of the approved waiver period. Section G. Alternative TPDES
Permit Coverage 1. Individual Permit Alternative Any discharge eligible for coverage under this general permit may alternatively be authorized under an individual TPDES permit according
to 30 TAC Chapter 305 (relating to Consolidated Permits). Applications for individual pennit coverage should be submitted at least three hundred and thirty (330) days prior to commencement
of construction activities to ensure timely issuance. 2. Individual Permit Required The executive director may suspend an authorization or NOI in accordance with the procedures set forth
in 30 TAC Chapter 205, including the requirement that the executive director provide written notice to the permittee. The executive director may require an operator of a construction
site, otherwise eligible for authorization under this general permit, to apply for an individual TPDES permit because of: (a) ,the conditions ofan approved TMDL or TMDL implementation
plan; , (b) the activity is determined to cause a violation ofwater quality standards,or is found to cause, or contribute to, the loss of a designated use of surface , 'water in the
state: and (c) any other considerations defmed in 30 TAC Chapter 205 would include the provision at 30 TAC § 205.4(c)(3)(D), which allows TCEQ to deny authorization under the general
permit and require' an: individual pennit if a discharger "has been determined by the executive director to have been out of compliance with any rule, order, or permit ofthe commission,
including ,non-payment offees assessed by the executive director." Page 17 )
TPDES General Permit TXRl50000 3. Any discharge eligible for authorization under this general permit may·alternatively be authorized under a separate, applicable general permit according
to 30 TAC Chapter 205 (relating to General Permits for Waste Discharges). Section H. Permit Expiration This general pennit shall be issued for a tenn not to exceed five (5) years. Following
public notice and comment, as provided by 30 TAC § 205.3 (relating to Public Notice, Public Meetings, and Public Comment), the commission may amend, revoke, cancel, or renew this general
permit. Ifthe TCEQ publishes a notice of its intent to renew or amend this general permit before the expiration date, the pennit will remain in effect for existing, authorized, discharges
until the commission takes final action on the pennit. Upon issuance of a renewed or amended pennit, permittees may be required to submit an NOI within 90 days following the effective
date of the renewed or amended permit, unless that pennit provides for an alternative method for obtaining authorization. In the event that the general pennit is not renewed, discharges
that are authorized under the general pennit must obtain either a TPDES individual permit or coverage under an alternative general pennit. Part ill. Storm Water Pollution Prevention
Plans (SWP3) Storm water pollution prevention plans must be prepared for storm water discharges that will reach Waters of the United States, including discharges to MS4 systems and privately
owned separate storm sewer systems that drain to Waters of the United States, to identify and address potential sources of pollution that are reasonably expected to affect the quality
of discharges from the construction site, including off-site material storage areas, overburden and stockpiles ofdirt, borrow areas, equipment staging areas, vehicle repair areas, fueling
areas, etc., used solely by the permitted project. The SWP3 must describe and ensure the implementation ofpractices that will be used to reduce the pollutants in storm. water discharges
associated with construction activity at the construction site and assure compliance with the terms and conditions ofthis pennit. Individual operators at a site may develop separate
SWP3s that cover only their portion of the project provided reference is made to the other operators at the 􀁳􀁩􀁴􀁾􀀮 Where there is more than one SWP3 for a site, permittees must coordinate
to ensure that BMPs and controls are consistent, and do not negate or impair the effectiveness of each other. Regardless of whether a single comprehensive SWP3 is developed, or separate
SWP3s are developed for each operator, it is the responsibility of each operator to ensure that compliance with the. terms and conditions of this general permit is met in the areas ofthe
construction site where that operator has operational control over construction plans and specifications or day-to-dayoperational control. Section A. Shared SWP3 Development For more
effective coordination ofBMPs and opportunities for cost sharing, a cooperative effort by the different operators at a site is encouraged. Operators must independently submit an NOI
and obtain authorization, but may work together to prepare and implement a single comprehensive SWP3 for the entire construction site. Page 18 c ;·i
1. TPDES General Permit TXRI50000 The SWP3 must clearly list the name and, for large construction activities, the general permit authorization numbers, for each operator that -participates
in the shared SWP3. Until the TCEQ responds to receipt ofthe NOI with a general pennit authorization number, the SWP3 must specify the date that the NOI was submitted to TCEQ by each
operator. Each participant in the shared plan must also sign the SWP3. 2. The SWP3 must clearly indicate which operator is responsible for satisfying each shared requirement of the SWP3.
If the responsibility for satisfying a requirement is not described in the plan, then each permittee is entirely responsible for meeting the requirement within the boundaries of the
construction site where they perfonn 'construction activities. TheSWP3 must clearly describe responsibilities for meeting each requirement in shared or common areas. Section B. Responsibilities
of Operators 1. Operators with Control Over Construction Plans and Specifications All operators with operational control over construction plans and specifications to the extent necessary
to meet the requirements and conditions ofthis general permit must: (a) ensure the project specifications allow or provide that adequate BMPs may be developed to meet the requirements
ofPart ill of this general permit; (b) ensure that the SWP3 indicates the areas of the project where they have operational control over project specifications (including the ability
to make modifications in specifications); , (c) ensure all other operators affected by modifications in project specifications are notified in a timely manner such that those operators
may modify best .management practices as are necessary to remain compliant with the conditions ofthis general permit; and (d) ensure that the SWP3 for portions of the project where they
are operators indicates the name and TPDES permit numbers for permittees with the dayto-day operational control over those activities necessary to ensure compliance With the SWP3 and
other permit conditions. In the case that responsible parties have not beenidentified, the permittee with operational control over project specifications must be considered to be the
responsible party until such time as the authority is transferred to another party and the plan is updated. Page 19 )
TPDES General Pennit TXRI50000 2. Operators with Day-to-Oay Operational Control Operators with day-to-day operational control ofthose activities at a project that are necessary to ensure
compliance with a SWP3 and other permit conditions must: (a) ensure that the SWP3 for portions of the project where they are operators meets the requirements ofthis general permit; (b)
ensure that the SWP3 identifies the parties responsible for implementation ofbest management practices described in the plan; (c) ensure that the SWP3 indicates areas of the project
where they have operational control over day-to-day activities; (d) ensure that the SWP3 indicates, for areas wherethey have operationalcontrol over day-to-day activities, the name andTPDES
pennitnumber ofthe parties with operational control over project specifications (including the ability to make modifications in specifications). Section C. Deadlines for SWP3 Preparation
and Compliance 1. The SWP3 must be: (a) completed prior to obtaining authorization under this general permit; (b) implemented prior to commencing construction activities that result
in soil disturbance; Section D. 1. 2. (c) updated as necessary to reflect the changing conditions of new operators, new areas ofresponsibility, and changes in best management practices;
and (d) prepared so that it provides for compliance with the terms and conditions of this general permit. Plan Review and Making Plans Available The SWP3 must be retained on-site at
the construction site or, ifthe site is inactive or does not have an on-site location to store the plan, a notice must be posted describing the location ofthe SWP3. The SWP3 must be
made readily available at the time ofan on-site inspection to: the,executive director; a federal, state, or local agency approving sediment and erosion plans, grading plans, or storm
water management plans; local government officials; and the operator of a municipal separate stonn sewer receiving discharges from the site. Operators of a large construction activity
obtaining authorization to discharge through submission of a NOI must post a notice near the main entrance of the Page 20
TPDES General Permit TXR150000 construction site. If the construction project is a linear construction project (e.g. pipeline, highway, etc.), the notice must be placed in a publicly
accessible. location near where construction is actively underway. Notice for these linear sites may be relocated, as necessary, along the length ofthe project. The notice must be readily
available for viewing by the general public, local, state, and federal authorities, and contain the following information: (a) the TPDES general permit number for the project (or a copy
ofthe NOI that was submitted to the TCEQ if a permit number has not yet been assigned); (b) the name and telephone number of a representative for the operator; (c) a brief description
of the project; and (d) the location ofthe SWP3. ) 3. Section E. This permit does not provide the general public with any right to trespass on a construction site for any reason, including
inspection of a site; nor does this permit require that permittees allow members ofthe general public access to a construction site. Keeping Plans Current The permittee must revise or
update the stonn water pollution prevention plan whenever: ,1. there is a change in design, construction, operation, or maintenance that has a significant effect on the discharge of
pollutants and that has not been previously addressed in the SWP3; or 2. results ,of inspections or investigations by site operators, operators of a municipal separate storm sewer system
receiving the 4ischarge, authorized TCEQ personnel, or a federal, state or local agency approving sediment and erosion plans indicate the .SWP3 is proving ineffective in eliminating
or significantly minimizing pollutants in 'discharges authorized under this general permit. Section F. Contents of SWP3 The SWP3 must include, at a minimum, the information described
in this section. 1. 'A site description, or project description must be developed to include: (a) a description of the nature of the construction activity, potential pollutants and sources;
(b) a description of the intended schedule or sequence of major activities that 'will disturb soils for major portions ofthe site; Page 21 \. ./)
TPDES General Permit TXR150000 (c) the total number ofacres ofthe entire property and the total number ofacres where construction activities will occur, including off-site material storage
areas, overburden and stockpiles ofdirt, and borrow areas; (d) data describing the soil or the quality of any discharge from the site; (e) a map showing the general location of the site
(e.g. a portion of a city or county map); . (f) a detailed site map (or maps) indicating the following: (i) drainage patterns and approximate slopes anticipated after major grading activities;
(ii) areas where soil disturbance will occur; (iii) locations of all major structural controls either planned or in place; (iv) locations where stabilization practices are expected to
be used; (v) locations of off-site material, waste, borrow, fill, or equipment storage areas; (vi) surface waters (including wetlands) either adjacent or in close proximity; and (vii)
locations where storm water discharges from the site directly to a surface water body. body. (g) the location and description of asphalt plants and concrete plants providing support
to the construction site and authorized under this general permit; (h) the name ofreceiving waters at or near the site that will be disturbed or that will receive discharges from disturbed
areas of the project; and (i) \ a copy of this TPDES general permit. 2. . The SWP3 must describe the best management practices that will be· used to minimize pollution in runoff. The
description must identify the general timing or . sequence for implementation. At a minimum, the description must include the following components: (a) Erosion and Sediment Controls
(i) Erosion and sediment controls must be designed to retain sediment on-site to the extent practicable· with consideration for local Page 22
(b) TPDES General Pennit TXRlSOOOO topography, soil type, and rainfall. Controls must also be designed and utilized to reduce the offsite transport of suspended sediments and other pollutants
if it is necessary to pump or channel standing water from the site. (ii) Control measures must be properly selected, installed, and maintained according to the manufacturer's or designer's
specifications. Ifperiodic inspections or other information indicates a control has been used incorrectly, or that the control is performing inadequately, the operator must replace or
modify the control as soon as practicable after discovery that the control has been used incorrectly, is performing inadequately, or is damaged. (iii) Sediment must be removed from sediment
traps and sedimentation ponds no later than the time that design capacity has been reduced by 50%. (iv) If sediment escapes the site, accumulations must be removed at a frequency to
minimize further negative effects, and whenever feasible, prior to the next rain event. (v) Controls must be developed to limit, to the extent practicable, offsite transport of litter,
construction debris, and construction materials. Stabilization Practices The SWP3 mustinclude a description ofinterim and permanent stabilization practices for the site, including a
schedule of when the practices will be implemented. Site plans should ensure that existing vegetation is preserved where it is possible. (i) Stabilization practices may include but are
not limited to: establishment oftemporary vegetation, establishment of permanent vegetation, mulching, geotextiles, sodstabilization, vegetative buffer .strips, protection of existing
trees· and vegetation, and other similar measures. (ii) The following records must be maintained and either attached to or .'referenced in the SWP3, and made readily available upon request
to the parties in Part m.D.I ofthis general perinit: (a) the dates when major grading activities occur; (b) the . dates when construction activities temporarily or permanently cease
on a portion of the site; and Page23 )) .-'
TPDES General Pennit TXRI50000 (c) the dates when stabilization measures are initiated. (iii) Stabilization measures must be initiated as soon as practicable in portions ofthe site where
construction activities have temporarily or permanently ceased, and except as provided in (a) through (c) below, must be initiated no more than fourteen (14) days after the construction
activity in that portion of the site has temporarily or permanently ceased. (a) Where the initiation ofstabilization measures by the 14th day after construction activity temporarily
or permanently ceased is precluded by snow cover or frozen ground conditions, stabilization measures must be initiated as soon as practicable. (b) Where construction activity on a portion
of the site is temporarily ceased, and earth disturbing activities will be resumedwithin twenty.,one (21) days, temporary stabilization measures do not have to be initiated on that portion
of site. (c) In arid areas (areas with an average rainfall of0 to 10 inches), semiarid areas (areas with an average annual rainfall of 10 to 20 inches), and areas experiencing droughts
where the initiation of stabilization meaSures by the 14th day after construction activity has temporarily or permanently ceased is precluded by seasonably arid conditions, stabilization
measures must be initiated as soon as practicable. 3. Structural Control Practices The SWP3 must include a description of any structural control practices used to divert flows away from
exposed soils, to limit the contact ofrunoff with disturbed areas, or to lessen the off-site transport of eroded soils. (a) Sedimentbasins are required, where feasible for common drainage
locations that serve an area with ten (10) or more acres disturbed at one time, a temporary (or permanent) sediment basin that provides storage for a calculated volume of runoff from
a 2-year, 24-hour storm from each .disturbed acre drained, ot equivalent control measures, shall be provided where attainable until final stabilization ofthe site. Where rainfall data
is not available or a calculation cannot be performed, a temporary (or permanent) sediment basin providing 3,600 cubic feet of storage per acre drained is required where attainable until
fInal stabilization of the site. When calculating the volume ofrunofffrom a 2-year, 24-hour storm event, it is not required to include the flows from offsite areas and flow from onsite
areas that are either undisturbed or have already undergone final stabilization, if Page 24 )} 􀀧􀁾􀀬􀀺.... -::./
): 4. TPDES General Permit TXRl50000 these flows are diverted around both the disturbed areas of the site and the sediment basin. In determining whether installing a -sediment basin
is feasible, the permitteemayconsider factors such as site soils, slope, available area on site, public safety, precipitation patterns, site geometry, site vegetation, infiltration capacity,
geotechnical factors, depth to groundwater and other similar considerations. Where sediment basins are not feasible, equivalent control measures, which may include a series ofsmaller
sediment basins, must be used. At a minimum, silt fences, vegetative buffer strips, or equivalent sediment controls are required for all down slope boundaries (and for those side slope
boundaries deemed appropriate as dictated by individual site conditions) of the construction area. (b) Sediment traps and sediment basins may also be used to control solids in storm
water runofffor drainage locations serving less than ten (10) acres. At a minimum, silt fences, vegetative buffer strips, or equivalent sediment ·controls are required for all down slope
boundaries (and for those side slope boundaries deemed appropriate as dictated by individual site conditions) of the construction. Alternatively, a sediment basin that provides storage
for a calculated volume of runoff from a 2-year, 24-hour storm from each disturbed acre drained, or equivalent control measures, may be provided or where rainfall data is not available
or a calculation cannot be performed, a temporary (or permanent) sediment basin providing 3,600 cubic feet of storage per acre drained may be provided. Perinanent Stonn Water Controls
A description of any measures that will be installed during the construction process to control pollutants in storm water discharges that will occur after construction operations have
been completed must be included in the SWP3. Permittees are only responsible for the installation and maintenance of storm water management measures prior to final stabilization of the
site or prior to submission of an NOT. )) 􀁾 .' 5. OtherControls (a) Off-site vehicle tracking of sediments and the generation of dust. must be minimized. (b) The SWP3 must include a
description of construction and waste materials eJ.C.pected to be stored on-site and a description of controls to reduce pollutants from these materials. (c) TheSWP3 rimstinclude a description
ofpollutant sources from areas other than construction (including storm water discharges from dedicated asphalt plants and dedicated concrete plants), and a description of controls and
measures that will be implemented at those sites to minimize pollutant discharges. Page 25 )
TPDES General Pennit TXRlSOOOO (d) Velocity dissipation devices shall be placed at discharge locations and along the length ofany outfall channel to provide a non-erosive flow velocity
from the structure to a water course so that the natural physical and biological characteristics and functions are maintained and protected. 6. . Approved State and Local Plans (a) Permittees
must ensure the SWP3 is consistent with requirements specified in applicable sediment and erosion site plans or site permits, or storm water management site plans or site permits approved
by federal, state, orlocal officials. (b) SWP3s must be updated as necessary to remain consistent with any changes applicable to protecting surface water resources in sediment erosion
site plans or site permits, or stonn water management site plans or site permits approved by state or local official for which the permittee receives written notice. 7. Maintenance All
erosion and sediment control measures and other protective measures identified in the SWP3 must be maintained in effective operating condition. If through inspections the permittee determines
that BMPs are not operating effectively, maintenance must be performed before the next anticipated storm event or as necessary to maintain the continued effectiveness of storm water
controls. If maintenance prior to the next anticipated storm event is impracticable, maintenance must be scheduled and accomplished as soon as practicable. Erosion and sediment controls
that have been intentionally disabled, run-over, removed, or otherwise rendered ineffective must be replaced or corrected immediately upon discovery. 8. Inspections of Controls In the
event of flooding or other uncontrollable situations which prohibit access to the inspection sites, inspections must be conducted as soon as access is practicable (a) Personnel provided
by the permittee and familiar with the SWP3 mUst inspect disturbed areas of the construction site that have not been finally stabilized, areas used for storage of materials that are
are exposed to precipitation, and structural controls for eVidence of, or the potential for, pollutants entering the' drainage system. Sediment and erosion control measures identified
in the SWP3 must be inspected to ensure that they are operating correctly. Locations where vehicles enter or exit the site must be inspected for evidence of off-site sediment tracking.
Inspections must be conducted 􀁾􀁴 least once every fourteen (14) calendar days and within twenty four (24) hours of the end ofa storm event ofO.S inches or greater. Page 26 {\ ........-.
TPDES General Pennit TXRI50000 possible those changes implemented before the next storm event. If implementation before the next anticipated storm event is impracticable, these changes
must be implemented as soon as practicable. (d) A report summarizing the scope ofthe inspection, names and qualifications of personnel making the inspection, the dates of the inspection,
and major observations relating to the implementation ofthe SWP3 must be made and retained as part of the SWP3. Major observations should include: The locations of discharges of sediment
or other pollutants from the site; locations ofBMPs that need to be maintained; locations ofBMPs that failed to operate as designed or proved inadequate for a particular location; and
locations where additional BMPs are needed. Actions taken as a result of inspections must be described within, and retained as a part of, the SWP3. Reports must identify any incidents
ofnoncompliance. Where a report does not identify any incidents of noncompliance, the report must contain a certification that the facility or site is in compliance with the SWP3 and
this permit. The report must be signed by the person and in the manner required by 30 TAC § 305.128 (relating to Signatories to Reports) 9. The SWP3 must identify and ensure the implementation
of appropriate pollution . prevention measures for all eligible non-stonn water components of the discharge. . Part IV. Numeric Effluent Limitations Section A. Limitations All discharges
ofstonn water runoff from concrete batch plants that qualify for coverage, and that are authorized to discharge stonn water under the provisions of this general permit must be monitored
at the following monitoring frequency and comply with the following numeric effluent limitations: Section B. Parameter Total Suspended Solids Oil 􀁾􀁤 Grease pH *If discharge occurs.
Reporting Requirements Limitations Daily Maximum 65 mgll 15 mgll between 6 and 9 standard units Monitoring Frequency 1Near* 1Near* 1Near* Results of monitoring for determining compliance
compliance with numeric effluentlimitations must be recorded on a discharge monitoring report (DMR). The DMR must either be an original EPA No. 3320-1 form (Attachment 3 ofthis general permit), a duplicate ofthe form,
or as otherwise provided by the executive director. Monitoring must be conducted prior to December 31at for each annual Page 28
TPDES General Permit TXRISOOOO monitoring period. A copy of the DMR must either be retained at the facility or shall be made readily available for review by authorized TCEQ personnel
upon request, by March 318\ following the end of each annual monitoring period. If the results indicate the violation of one or more of these numeric limitations, the permittee must
also submit the DMR to the TCEQ's Information Resources Center (MC 212) by March 318\ of each annual monitoring period. Part V. Retention of Records The pennittee must retain the following
records for a minimum period of three (3) years from the date that a NOT is submitted as required by Part 11.0. For activities that are not required to submit an NOT, records shall be
retained for a minimum period ofthree (3) years from the date that either: fmal stabilization has been achieved on all portions of the site that is the responsibility of the permittee;
or another permitted operator has assumed control according to over all areas ofthe site that have not 􀁢􀁥􀁾􀁮 finally stabilized. Records include: . 1. A copy of the SWP3 plan. 2.
All reports and actions requiredby this permit, including a copy ofthe construction site notice. 3. All data used to complete the NOI, if an NOI is required for coverage under this general
permit. Part VI. Standard Permit Conditions 1. The permittee has a duty to comply with all permit conditions. Failure to comply with any permit condition is a violation of the permit
and statutes under which it was issued, and is grounds for enforcement action, for terminating coverage under this general pennit, or for requiring a discharger to apply for and obtain
an individual TPDES permit. . 2. Authorization under this general permit may be suspended or revoked for cause. Filing a notice ofplanned changes or anticipated non-compliance by the
permittee does not stay any permit condition. The permittee must furnish to the executive director, upon request and within a reasonable time, any information necessary for the executive
director to determine whether cause exists for revoking, suspending, or terminating authorization under this permit. Additionally, the permittee must provide to the executive director,
upon request, copies ofall records that the permittee is required to maintain as a condition ofthis general permit. 3. It is not a defense for a discharger in an enforcement action that
it would have been necessary to halt or reduce the pennitted activity to maintain compliance with the penuit conditions. 4. Inspection and entry shall be allowed under Texas Water Code
Chapters 26-28, Health and Safety Code §§ 361.032-361.033 and 361.037, and 40 Code of Federal Regulations (CFR) §122.41 (i). The statement in Texas Water Code § 26.014 that commission
entryofa facility shall occur according to an establishment's rules and regulations concerning safety, internal security, and fire protection is not grounds for denial or restriction
ofentry to any part ofthe Page 29 )
TPDES General Pennit TXRt 50000 facility or site, but merely describes the commission's duty to observe appropriate rules and regulations during an inspection. 5. The dischargeris subjectto
administrative, civil, and criminal penalties, as applicable, under Texas Water Code §§ 26.136, 26.212, and 26.213 for violations including but not limited to the following: a. negligently
or knowingly violating CWA, §§ 301, 302, 306, 307, 308, 318, or 405, or any condition or limitation implementing any sections in a permit issued under CWA, §402, or any requirement imposed
in a pretreatment program approved under CWA, §§ 402(a)(3) or 402(b)(8); b. knowingly making any falsestatement,. representation, or certification in any record or other document submitted
or required to be maintained under a permit, including monitoring reports or reports of compliance or noncompliance. 6. All reports and other information requested by the executive director
must be signed by the person and in the mannerrequired by 30TAC § 305.128 (relating to Signatories to Reports). 7. Authorization under this general pennit does not convey property or
water rights ofany sort and does not grant any exclusive privilege. Part VII. Fees Section A. Application Fees An application fee of $100 must be submitted with each NOI for coverage
of a large construction activity. A fee is not required for submission of an NOT or NnC letter. Section B. Water Quality Fees Large construction activities authorized underthis general
permitmustpay an annual Water Quality Fee of$100 under Texas Water Code 26.0291 and according to TAC Chapter 205 . (relating to General Pennits for Waste Discharges). . Page 30
, . )) ) SECTION 5 EROSION AND SEDIMENTATION CONTROLS AND CHECKLIST
1. j 2. Temporary Stabilization -Top soil stock piles and disturbed portions of the site where construction activity temporarily ceases for at least 21 days will be stabilized with temporary
seed and mulch no later than 14 days from the last construction activity in that area. This stabilization will consist of the following: 1) All lawn areas to be Hydromulch Bermuda grass;
2) Bermuda grass seed shall be extra hulled and treated lawn type seed, delivered to the site in its original unopened container, and shall meet Texas State Law requirements; 3) Fiber
shall be 100% Wood Cellulose Fiber delivered to the site in its original unopened container, "Conweb" or equal; 4) Fiber tack shall be delivered to the site in its original unopened
container, and shall be "Terra-Tack One", as manufactured by Grass Growers, Inc., or equal; 5) Hydromulch with Bermuda grass seed at a rate of two (2) pounds per one thousand (1,000)
square feet; 6) use a 4' x 8' batter board against all bed areas; and 7) If installation occurs occurs between September 1 and April 1, all Hydromulch areas to be Winter Ryegrass, at
a rate of four (4) pounds per one thousand (1,000) square feet. Areas of the site, which are to be paved, will be temporarily stabilized until pavement can be applied. Permanent Stabilization
-Disturbed portions of the site where construction activities permanently ceases shall be stabilized with permanent seed no later than 14 days after the last construction activity. This
stabilization will consist of the following: 1) All lawn areas to be Hydromulch Bermuda grass; 2) Bermuda grass seed shall be extra hulled and treated lawn type seed, delivered to the
site in its original unopened container, and shall meet Texas State Law requirements; 3) Fiber shall be 100% Wood Cellulose Fiber delivered to the site in its original opened container,
"Conweb" or equal; 4) Fiber tack shall be delivered to the site in its original unopened container, and shall be "Terra-Tack One", as manufactured by Grass Growers, Inc., or equal; 5)
Hydromulch with Bermuda grass seed at a rate of two (2) pounds per one thousand (1,000) square feet; 6) use a 4' x 8' batter board against all bed areas; 7) If installation occurs between
September 1 and April 1, all hydromulch areas to be Winter Ryegrass, at a rate of four (4) pounds per one thousand (1,000) square feet; and 8) All lawn areas to be hydromulched shall
have 90% coverage prior to final acceptance. Structural Practices Silt Fence -A silt fence consists of geotextile fabric supported by poultry netting or other backing stretched between
either wooden or metal posts with the lower edge of the fabric securely embedded in the soil. The fence is typically located downstream of disturbed areas to intercept runoff in the
form of sheet flow. Silt fence provides both filtration and time for sedimentation to reduce sediment and it reduces the velocity of the runoff. Properly designed silt fence is economical
since it can be relocated during construction and reused on other projects. Silt fence is normally used as perimeter control located downstream of disturbed areas. It is only feasible
for non-concentrated, sheet flow conditions. Inlet Control -Inlet protection consists of a variety of methods of intercepting sediment at low point inlets through the use of stone, filter
fabric and other materials. This is normally located at the inlet, providing either detention or filtration to reduce sediment and Hoatable materials in storm water. Inlet protection
is normally used as a secondary defense in site erosion control due to the limited effectiveness and applicability of the technique. It is normally used in new developments that include
new inlets or roads with new curb inlets or during major repairs to eXisting roadways. Inlet protection has limited use in developed areas due to the potential for loading, traffic safety
and pedestrian safety and maintenance problems. Inlet protection can reduce sediment in storm sewer system by serving as a back system to onsite controls or by reducing sediment loads
from controls with limited effectiveness such as straw bale dikes.
Stabilized Construction Entrance -A stabilized construction entrance consists of a pad consisting of gravel, crushed stone, recycled concrete or other rock like material on top of geotextile
filter cloth to facilitate the wash down and removal of sediment and other debris from construction equipment prior to exiting the construction site. For added effectiveness, a wash
rack area can be incorporated into the design to further reduce sediment tracking. For long term projects, cattle guards or ott'ler type of permanent rack system can be used in conjunction
with a wash rack. This directly addresses the problem of silt and mud deposition in roadways used for construction site access. Stabilized construction entrances are used primarily for
sites in which significant truck traffic occurs on a daily basis. It reduces the need to remove sediment from streets. If used property, it also directs the majority of traffic to a
single location, reducing the number and quantity of disturbed areas on the site and providing protection for other structural controls through traffic control. Triangular Sediment Filter
Dike -A Triangular Sediment Filter Dike is a self contained silt fence consisting of filter fabric wrapped around welded wire fabric shaped into a triangular cross section. While similar
in use to a silt fence, the dike is reusable, sturdier, transportable and can be used on paved areas of in situations where it is impractical to install embedded posts for support. Triangular
filter dikes are used in place of silt fence, treating sediment flow at the perimeter of construction areas and at the perimeter of the site. Also, the dikes can serve as stream protection
devices by preventing sediment from entering the streams or as check dams in small swales. Triangular sediment filter dikes are especially useful for construction areas surrounded by
pavement, where silt fence or hay bale installation is impractible. Since they can be anchored without penetration (through the use of rock), pavement damage can be minimized. Triangular
dikes are used to provide perimeter control by detaining sediment on a disturbed site with drainqge that would otherwise flow onto adjacent properties. Triangular dikes also serve as
sediment trapping devices when used in areas of sheet flow across disturbed areas or are placed along stream banks to prevent sediment-laden sheet flow from entering the stream. The
dikes can be subjected to more concentrated flows and a higher flowrate than silt fence. Storm Water Management Storm water drainage will be provided by curb, gutter, and storm sewer
for the developed areas. The areas, which are not developed, will be graded at less than 0.5:1 and have permanent seeding or plantings. Zero acres of the site will remain untouched and
in its natural state.
Waste Materials -All waste materials will be collected and stored in a securely lidded metal dumpster rented from the local Waste Management Company, which is a licensed solid waste
management company. The dumpster will meet all local and any State solid waste management regulations. All trash and construction debris from the site will be deposited in the dumpster.
The dumpster will be emptied periodically or more often if necessary, and the trash will be hauled to the City Dump. No construction waste materials will be buried onsite. All personnel
will be instructed regarding the correct procedure for waste disposal. Notices stating these practices will be posted in the office trailer. The individual who manages the day-to-day
site operations will be responsible for seeing that these procedures are followed. Hazardous Waste -All hazardous waste materials will be disposed of in the manner specified by local
or State regulations or by the manufacturer. Site personnel will be instructed in these practices and the individual who manages day-to-day site operations will be responsible for seeing
that these practices are followed. Sanitary Waste -All sanitary waste will be collected from the portable units periodically by a licensed sanitary waste management contractor, as required
by local regulation. Offsite Vehicle Tracking and Dust Control A stabilized construction entrance has been provided to help reduce vehicle tracking of sediments. The paved street adjacent
to the site entrance will be swept to remove any excess mud, dirt or rock tracked from the site. Dump trucks hauling material from the construction site will be covered with a tarpaulin.
If dust is visible when dump tucks are leaving the site due to construction activities, dust suppression techniques such as wetting the soil will be employed.
I .-".-: ; ....;.:.... 5. 6. » 7. i)· The contractor and the operator shall review the SWPPP requirements prior to beginning construction activities. The following is the erosion control
sequence that needs to be followed. 1. Site Mobilization: Prior to any construction on the site a stabilized construction entrance shall be installed. 2. Clearing & Rough Grading: Prior
to any grading of the site, erosion control measures, as specified in section 4.1 and shown on the Erosion Control Plan in Section 9 shall be installed. These controls may include but
are not limited to silt fences, hay bales, sedimentation ponds and vegetated swales. The installation is required to prevent sediment from leaving disturbed areas. 3. Storm Drain Installation:
In addition to maintaining the devices installed during initial grading, supplemental control measures will need to be installed. These devices will include devices shown on the plan
such as storm drain inlet protection and sediment traps. Inlet protection devices prevent prevent sedimentation from entering the inlet and subsequently, the storm sewer system as well
as the receiving water body. Other devices may be required as shown on the erosion control plan or requested by the inspector or operator. 4. Pavement Installation: In addition to maintaining
the control measures installed during initial grading and storm drain installation phases, supplemental measures should be installed. Upon completion of paving and curb backfill operations,
control measures should install behind curbs at handicap ramps and along parkways where sediment could enter streets and/or paved areas. Final Grading: Additional control measures are
not required during final grading. However, maintenance of existing control measures installed during previous phases will continue. Installation of Public Utilities: Additional control
measures are likewise not required during installation of public utilities. However, maintenance of existing control measures installed during previous phases must continue. Building
Construction: In addition to maintaining previously installed control measures, a strict policy will be enacted which minimizes vehicle traffic from entering non-paved areas. Construction
materials will be unloaded from existing paved surfaces where possible, thereby preventing disturbing control measures already in place and reducing sediment tracking into paved areas.
Areas where construction activity temporarily ceases for more than 21 days will be stabilized with a temporary seed and mulch within 14 days of the last disturbance. Once construction
activity ceases permanently in an area, that area will be stabilized with permanent seed and mulch. After the entire site is stabilized, the accumulated sediment will be removed and
the erosion control measures will be removed. The storm water pollution prevention plan reflects state and local requirements for storm water management and erosion and sediment control.
A copy of the State regulations is included in Section 4.
Instructions: This checklist lists the minimum sediment erosion control requirements under the TPDES General Permit (TXR150000). Check each item and fill in the blanks below to evaluate
compliance for each drainage area and location. Note: This checklist was prepared for the TCEQ General Permit. Stabilization Practices o Stabilization will be initiated on all disturbed
areas where construction activity will not occur for a period of more than 21 calendar days by the 14th day after construction activity has permanently or temporarily ceased. Stabilization
measures to be used include: o Temporary Seeding 0 Sod Stabilization o Permanent Seeding 0 Geotextiles o Mulching 0 Other _ Structural Practices o Flows from upstream areas will be diverted
from exposed soils to the degree attainable. Measures to be used include: o Earth Dike o Drainage Swale o Interceptor Dike and Swale o Pipe Slope Drain J 0 Sediment Trap o Silt Fence
or equivalent along all sideslopes & downstream boundaries o Other _ 1. All soil disturbing activities are complete. 2. Temporary erosion and sediment control measures have been, or
will be, removed at an appropriate time. 3. All areas of the construction site not otherwise covered by a permanent pavement or structure have been stabilized with a uniform perennial
vegetative cover with a density of 70% or equivalent measures have been employed.
) SECTION 6 MAINTENANCE
These are the maintenance practices that will be used to maintain erosion and sediment controls: • The total area denuded at one time will be minimized. • All control measures will be
inspected at least once everY two weeks and following any storm event of 0.5 inches or greater. • All measures will be maintained in good working order; if a repair is necessary, it
will be initiated within 24 hours of report before next anticipated storm event (whichever less). • Built up sediment will be removed from silt fence when it has reached one-third the
height of the fence. • Silt fence will be inspected for depth of sediment, tears, to see of the fabric is securely attached to the fence posts, and to see that the fence posts are firmly
in the ground. • Inlet control will be inspected and repaired as necessary. • Temporary and permanent seeding and planting will be inspected for bare spots, washouts, and healthy growth.
2. To Maintain the above Practices, the following will be performed: A. Maintenance and repairs will be conducted before the next anticipated storm event or as necessary to maintain
the continued effectiveness of storm water controls. B. A maintenance inspection report will be made after each inspection. A copy of the report form to be completed by the inspector
is attached. C. Personnel selected for inspection and maintenance responsibilities will have received training. They will be trained in all the inspection and maintenance practices necessary
for keeping the erosion and sediment controls used onsite in good working order. )) >'
..􀁾 ) SECTION 7 SPILL PREVENTION
The following are the material management practices that will be used to reduce risk of spills or )) other accidental exposure of materials and substances to storm water runoff: 1. Good
Housekeeping: The following good housekeeping practices will be followed onsite during the construction project: • An effort will be made to store only enough product required to do
the job. • All materials stored on-site will be stored in a neat, orderly manner in their appropriate containers and, if possible, under a roof or other enclosure. • Products will be
kept in their original containers with the original manufacturer's label. • Substances will not be mixed with one another unless recommended by the manufacturer. • Whenever possible,
all of a product will be used up before disposing of the container. • Manufacturers' recommendations for proper use and disposal will be followed. • Designated areas for equipment maintenance
and repair (control of oil, grease and fuel spills). • Waste receptacles with regular collection collection for litter and construction debris. • Equipment washdown area on-site with
appropriate control of wash waters (including concrete truck washdown). • Protected storage areas for chemicals, paints, solvents, fertilizers and other potentially toxic materials.
• Adequately maintained sanitary facilities. • Proper control of raw materials stored on-site (for example. sand, aggregate and cement used in the manufacture of concrete or stockpiles
of topsoil). • Street sweeping or cleaning. • Removal of inlet protection barriers during major rainfall events if flooding occurs and verification that reinforced filter fabric fences
are in proper condition prior to all rainfall events. • The site superintendent will inspect daily to ensure proper use and disposal of materials onsite. 1. Hazardous Products: The following
practices are used to reduce the risks associated with hazardous materials. • Products will be kept in original containers unless they are not re-sealable. • Paints, solvents, fertilizer,
fuel ((small containers), and other stored chemical substances will be kept within an enclosure to protect the containers and the floor of the enclosure, from wind, precipitation, and
storm water runoff. • Fuel storage and filling areas will be bermed off to provide collection of any spills and prevent exposure to storm water runoff. • Original labels and Material
Safety Data Sheets (MSDS) will be retained on site and available for review by workers. • If surplus product must be disposed of, manufacturers' or local and State recommended methods
for ro er dis osal will be followed. 1. 2. 3. The following product specific practices will be followed onsite: Petroleum Products: All onsite vehicles will be monitored for leaks and
receive regular preventive maintenance to reduce the chance of leakage. Petroleum products will be stored in tightly sealed containers, which are clearly labeled. Any asphalt substances
used onsite will be applied according to the manufacturer's recommendations. Fertilizers: Fertilizers used will be applied only in the minimum amounts recommended by the manufacturer.
Storage will be in a covered shed. Paints: All containers will be tightly sealed and stored when not required for use. Excess paint will not be discharged to the storm sewer system but
will be properly disposed of according to manufacturers' instructions or State and local regulations. Concrete Trucks: Concrete trucks will not be allowed to wash out or discharge surplus
concrete or drum wash water off the site. Wash water will be discharged·and collected in a designated holdin basin.
ljl addition to the good housekeeping and material management practices discussed in the previous sections Of this plan, the following practices will be followed for spill prevention
and cleanup: • Manufacturers' recommended methods for spill cleanup will be maintained on-site in the material data sheets (MSDS) and site personnel will be made aware of the procedures
and the location of the information and cleanup supplies. • Materials and equipment necessary for spill cleanup will be kept in the material storage area onsite. Equipment and materials
will include but not be limited to brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust and plastic and metal trash containers specifically for this purpose. •
All spills will be cleaned up immediately after discovery. • The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from
contact with a hazardous substance. • Spills of toxic or hazardous material will be reported to the appropriate State or local government agency, regardless of the size. (National Response
Center 800-424-8802) • The spill prevention plan will be adjusted to include measures to prevent this type of spill from recurring and how to clean up the spill if there is another one.
A description of the spill, what caused it, and the cleanup measures will also be included.
T J'H.E 117.3-RE1UID'8..E QUONIIllES a= 􀁈􀁾 SU6O'N:ES DES lGoJOaED Pt..R:I..JO.'\IT""IOS B::IIo-l3JJ CF "Il-ECLFJINWI'UERAcr Note The first number under the column headed "RQ" Is the
reportable quantity .In pounds. The number In paren.theses ls the metric equivalent In kilograms. For convenIence, the table contains a column headed "Category" which Uses the code letters
"X", "A", "a", "C", and "0" associated with reo portable quantities of I. 10. 100. 1000, and 5000 pounds, respectively. T.te..E 􀀱􀀱􀀷􀀮􀀳􀀭􀁒􀁾􀁑􀁕􀀧􀁎􀁬􀁬􀁬􀀱􀁅􀀵 􀁡􀀽􀁾􀁓􀁬􀀮􀀮􀁅􀁓􀁬􀀷􀀾􀁎􀀮􀀺􀁅􀀵
􀁄􀁅􀁅􀀨􀁎􀀩􀀮􀁬􀁗􀁐􀁬􀁒􀀳􀁊􀀧􀁎􀁬􀀢􀀢􀀱􀁏 Ss:=ncN311 CFll-ECl.6lNWAlCRAcr Category RQ .. pounds (Uog<ams) ketalcloh)<le • . • . . _ keli: II6d , ....._-'-• ._. keli: anhydti:lc • •
• • ._.._.__• •__• kelonc cyanohydrin •.• ._.. • • . _. __• ketyl btomi:lc • . • _ ketyl cIlbride • 􀀮􀁟􀁾 • . . ._.__ Acrolein • •__. • • •__...__• • 􀁾􀁾􀀮􀀮􀀺 􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀧􀀺􀀺􀀺􀀺􀀺􀀺�
�􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀢􀀺􀀺􀀺􀀺􀀽􀀺􀀺􀀽􀀺􀀭􀀭􀀽􀀺􀀺􀀺􀀺􀀮􀀺􀀽􀀽􀀺􀀺􀀺􀀺􀀢􀀺􀀺􀀺􀀺􀀺􀀺􀀽􀁾􀀭􀀺􀀺􀀺􀀺􀁟􀀺􀀺􀀺􀀧 Aklrin • • ... • • ._. ._.. _ Allyl alcohol • __, • ._. ._. • • • __
AJiyI UIIorido • • . •__..__•. • • Aluminum sulfale ..__._..__. • • • •.__.._. •__ Anvno<1ia • . •__..__•.• _ Ammonium acetale • • . • • .__.. • ..__.. Ammonium benzoale ._.. ._. • ••
• . .. • Ammon;um 􀁢􀁾􀁬􀁥 • • ••__._. • • __._...__• ... • Ammonium bdvomatc • .. •• • ._.• • .• Ammonium bl\uc>Ojc • . • • . •__...._. ._.. . Amm<rium bisun•• . • . .• ._.... . . Ammon;um
tarbamale ... ,.. • •• ._... •__.. ....__ Anwnonrum carbonate . ..__. . . . ._.. . ..• Ammonium􀁾• • __...__.... • __• •• ......._.__ __...__..__. 􀀮􀁾 􀀽􀁾􀁾􀀭􀀽􀀭􀀺􀀺􀁾􀀽􀀽􀀺􀀺􀀮􀀭􀀭􀀭􀁾􀀽􀀽􀁾􀁟􀀭�
�􀀮􀀮􀀭􀁾􀀺􀀽􀁾􀀭􀀭􀀽􀀽􀁾􀀭􀀭􀀭􀀭􀀮􀀺􀀽􀀽􀀺􀀺􀀺􀁾􀁾􀀺􀀽􀀽􀁾􀀭􀀭􀀮􀀺􀀺􀀺􀀽􀀺􀀺􀁾􀀭􀁾 484 C _. ._ I.CXXl (454) o , .__ 5.CXXl (2,270) o . ..__ 5.CXXl (2270) A .. ._... 10 (4.54) o ._____
5.CXXl (2270) o ._. .• 5.CXXl (2270) X • •• 1 (0.454) B •• 100 (45.4) o , ._ 5.CXXl (2270) X 1 (0.454) B •• 100 (45.4) C ._. I,CXXl (454) o _..__. . 5.CXXl (2270) B .__.._. 100 (45.4)
o . ... 5.CXXl (2270) o . ._... 5.CXXl (2270) o . .____ 5.CXXl (2,270) A __•__..__.... 10 (4.54) B ._. 100 (45.4) o . . 5.CXXl (2,270) o ._.. . 5.CXXl (2,270) o .__. .... 5.CXXl (2,270)
o ._... 5.CXXl (2270) A __._.....__ 10 (4.54) o ._ 5.CXXl (2,270)
Environmental Protection Agency §117.3 TI'8..E 117.3-RER:RiJ>8...EQU'NlTllES CF HRPR:a...sSl..BS1J'l'03DESG'ATBJPl.R3..J'Nr1O SECI1CN311 CF11-EClEONWAlERACF-Conlinued M.lerial AnvnotlOlm
ftuobotate •__•• • . • •__._. • AnvnotlOlm ftUOtide • ••__._•. . • • _ AnvnotlOlm hydroxide • • • • • • _ AnvnotlOlm aQlate ••_. . ••• •__•__• • •• AnvnotlOlm .iIicoIk.otide • . • .__._.
. • _ AnvnotlOlm .ubmate . ._..__. . . . . _ AnvnotlOlm .uIfido • • • • • ._ AnvnotlOlm .uIfite • • ••_. • • • """""'"'" tartrate • • • •• AnvnotlOlm Wocyanale • _ Amyl aetUlB • • •
• • ANone • • _ AAnnlliirrrroott>>tt ppeonlalascsi/ulI.o.RIlaotlr.a_te---_._---_._---_._--.---_._--------_._-__. =::==:::::::..-=--=:::::=:=:::-.::==--=:::=:: 􀁾􀀽 =::---=-:'::::-_-::::::::-_::::::::
=:_:'-:::::-==_:'::::::''::: 􀁾cfosulfdc ••• ._•• • • • ._. ==:::==:::=::::=:::=:::::::::::::::::::::::::::::::-.-::::::::::::::::::: Ar>enie tro.Oc . . . . . • 􀁾Ir\sulf"ode • • ••
••• • • ••_••_._. Barium C)'3nide • ._•• . • • • . • BctIunc • • ._•• . • • _ B<!tlZoi: acid . . .. • . . • B<!l\:llI'Irile • ._. ._. •__•. . •. _ B<!l\:oy! d\Ioride . • • ._. B<!nzyI
chIori<lc • • • ._•.•..__• Be')llium chIoti:le • • . • • •• ._ BBeett))tt"""""" n"i"lt"a,t.e,. .--..-•-••-.---•••..-.--•-. ...--.•-----•---.•-•------•.-----..--_ Bul)-I acelate • . ._.
• •. •__..__. . .•.. . BuIytam.... . •.•__• . ••_. • ••...•• ._. n-Bul)-I phthalate • • ._. •.. •••_•.__. ••. .__. Bulyti: eci:! ._. .• ._.__••_._.• . • . • .•_. ._ CCaaddmmiiuumm borcoemlaidlee
.•-_-_-.•.••-_-_-.----..-_-_-••-••-•.-_-. .--.------.._-.•-•---.-----....•.•􀀭􀀭􀀭􀁾••_••.• Cadmium d\Ioti:le • . • .. _.__• __ • . •. ••.• • Calcium alSenate •..__• __.• . •._... .
. . .__ Calcium arsenite . . • •.. . • • Calcium catllide • ••_•••• ..• • • • • ._. _ Calcium chtomale • .__• __ • ...__..••_._•. . • • ._. Calcium cyonide ...__..__. ••._ .. _•.. __..__•••
• • • .•.. _._ ••. Calcium dodccylbel\:enesullonate •••_.••••..•• ._.• •• • ••.." .... .••. Calcium hypochbrile ._••_..__. •.••••__.._•.._. __._. . .._. ••. Caplan ••• •__.__• • • ••.
• •• • .• _. . Carbaf)'l .-•• . ._..... .__•. • ._..•• • ---.-----.---. Ca<t>oluran • •__•••.•• ._•• .• . •.•__•. • • ._. Catt>ool disUfide • ._.• • •._•.._•• __... . .•_. • • _ Catt>ool\etrachlor'de
• ..• • ••_••__•__• ••• ••_•• •••••• _ Chlotdane . ..•.__.•_..._.. ..• ... . .__.. • .._. __ ChlQrine • ._ _....•__.•_•••__•. _._._..•_••••. ._..•• ••__._. _. Chlotobenzene • ... .__•
__.•. .__.. ._.__... .... .......•._. ChIoRllonn • .•.... .__•• ._•._••.• ••• • • •__..••_._. Ct>t>",.uIroni: ecid • . •••.__._. • • • ••• .-.• ClllQrpyrifas •• ._ ••_••_••• •__.•_.••
• • • ••••__•••.•_ Chtl>mc .CIllate •.._•.•__.••__..••• ••..•__._.••_.. ••_••_.•• • ••.._.•_. Chtnmic: acid . 􀁾􀀮__ . .__ _. . __. CMlmi: .urate ._.•__ ••_. ._. • . •.__• . • ...••_••
C-.. Chloride ... . . .... _._ ...._•. • __.__• __.__.. . " Cobalous bl'Of'l>de _. . • ..__.__.._... • . .•• .• Cobalous tonTI.1e .. . ._.... . .__._._. . .__.._•..._ Cobalaus sullam.le
._...•__...__.•••_._ •.•._••... ... ._. ••.• ..•.........._ Coumap_ .• __.._. .._.__ _...•• ._•..• _._..__•...• .._ _.. Cresol •.•..•..__ _.__ ..__••.•.••_._••• ••.••••.•.••.__._._.__••_••_._•...._
_.._.• C",,,,na""'hyde ._ .•_ ._...•__••... ._ ._..__ •.••.••..•...•__.• Cup'i: acelale ._.._ .•.••••_•._•.. .••_•...__•__•.•._.__..__..• •..• _ Cupr'c acelQar$tnile •••__..__. ._•._.•_•••.•.••..•.._
....__..... •• ••.__.••.•_ CL-pric: chJc'ide .__.•__...•_.._._ .• •• ._••. .__•._•. .__. .. _ Cupnc nit..", •__••_•._..._.__...__••__• •.• .__.•••_.•__..__. •.._•._•._ 485 0. ._. B .•__
C .• _ o . _ C .••_.._. 0 __... .._ B __.._,. . o ._. .__._ o • . _ 0 _ 0 . . 0 ..••_ . C ._. B ••_ C -,-. . C • C • • C . . X • • _ X •__ •._._.•__.• X • ._•..._.. X __. .... X • •.•
A •__ • ...•.• A __• .• o •.__. o . •. C • _ B ._. ._.. X •__•... .. X ._.. . X ,__,, , o ...•_. c _. .__.. A .__._.__ . o •__ __. A ••. __•. A .._.__._. A __... . X ._ . X _ . A •__.•••....
A • ._..•....•. A ._.__.._ _. C _..__ . A _..••.•._.. _. A ._. •.••_...• B ._ __.._.. A • ••....... B . . A _. 􀁾 •••_ . X •.._.. _. A •__ _ B .__ _.._ . A . C •••__ __ . X ._ . C •__....__._
. A ••__.._ _ . C ...__ .. C • .._._ _ C _._.. .. C _.__. . C _._••••. __ . A ._.•.•__ .....•.. e _ _ .. B _ _ .. B __..•••.. _ . X • . A __.__ _ _ B _.__.•__ _., 5.00l (2,270) 100 (45.4)
1.00l (454) 5.00l (2'.270) 1.00l (454) 5.00l (2,270) 100 (45.4) 5.00l (2.270) 5.00l (2.270) 5.00l (2,270) 5.00l (2.270) 5.00l (2.270) \.00l (454) \00 (45.4) \.00l (454) \.00l (454) \.00l
(454) \.00l (454) \ (0.45-<) \ (0.454) \ (0.454) \ (0.454) \ (0.454) \0 (4.54) \0 (4.54) 5.00l (2.270) 5.000 (2.270) 1.00l(454) \00 (45.4) \ (0.454) . \ (0.454) \ (0.454) 5.000 (2.270)
1.00l (454) 10 (4.54) 5.00l (2.270) \0 (4,54) 10 (4.54) 10 (4,54) \ (0.454) 1(0.454) 10 (4,54) \0(4.54) 10 (4.54) 1.(xx) (454) \0 (4.54) 10 (4.54) \00 (45.4) 10 (4.54) 100 (45.4) 10
(4.54) 1 (0.454) 10 (4.54) 100(45.4) 10 (4.54) \.00l (454) 1 (0.454) \.00l (454) 10 (4.54) \.(XX) (454) I.(XX) (454) I.(XX) (454) \.(XX) (45ol) I.(xx) (454) 10 (4.54) 100 (45.4) 100
(45.4) 100 (45.4) \ (0.454) 10 (4.5-4) \00 (4
5.4)§117.3 40 CFR Ch. I (7-1-97 Edition) T.-<e..E 117.3-RIR:RI7e..EQU'NlTTIES CF􀁾Sl..E5"O«:E5oe:J<N\1EDPlRUlNI"10 SEOlCN311 CFll-E CL5'NWAiERACF-Continued Cupric """lale • • . • . .___
B • ._. Cupric sulfa'" • . • • .______________ A __• ._ Cupric sub"'. 8mIIlOIliaied • . • • .. B • _ Cupric latltale • . • . • . . • B _. .... Cyanogen tllbti:le • . • . .______ A ._..__.
􀁃􀁾 • .__________________ C • . 2.4-0 ki:l • • • . • .__ B • 2.4-0 Esters • . • ._.. • .. B . _ DOT • . .______ X • . Qia:jnon • • • • x . .._.. DCamba • . • • C __. .. Dichlol>en<
_ ._ B ._.__ ••......... D'chIone X ' '" 􀁾 8 __. . Di:IlIotopIopane ._______ _. ._. C • _ ._ B . _ 􀁾􀁥􀀭􀁄􀁩􀁤􀁴􀁬􀁯􀁴􀁯􀁰􀁲􀁯􀁰􀁡􀁮􀁥 (Rillln] B . _ 2.2.Qic/lb<'ap1opOrie ac:i:l__•
._ 0 . _ DChbMls ._________________ A . . O'coIoI • • .. ._. . • • .__.. A 􀁾􀁟􀀮 .._..._ D;c!drin • . ..• ._. . . • ••_. •. _. • x ._. ._. D'elhylamine ... • . ._. B ._... o;metll)laminc
... . . .__ C ._ OinillObenzene (mixed) . • • .___ B • . _ lliMrophcnol .. • .__• • • •__• A __. . . OinilmlcJuene .____________ A . _ Oqual • . • . • . .__ C _. • _ [);sulIolon • .
._.____________________________ X . _ Oouton • ..._ .. • . .___ S __. _ Oo6ecylbenunesulon;; ac<l • . • . • C . . Erdosulfan • ..__. • • • . ._. X _. .._ Erdr'" • ._.. . • . . .._. .
._____ X _. ...__ Ep;;ru,rohydrin • • • ..__. • • S __. _ El/licn • • •__..__• .•_._.. • A ._. ._. Etny1t>cnzene . . • . . . . .___ C _.__.. ..._ Elhylenecf",mine • • .__.._.__. . .__.
0 ._..__.._ 􀁅􀁾􀀧􀀾􀁹􀁬􀁥􀁮􀁥􀁤􀁩􀁡􀁭􀁩􀁮􀁥􀀭􀁬􀁥􀁬􀁲􀁡􀁡􀁣􀁥􀁴􀁩􀁣 aci:l (EOTA) __• . ... •._.__.... _. ._. 0 • . _ Etnylene dCtomi<le • • .._. • • . .______ X • ._...._ Etnylene di:tlloride
. . . . . ... ..__. .... B • ... _ Fetri: emlT'Of'1iunl droate • • . ._.._......._.. .__.. .__ C . _ Ferric ammonium o.at3te ..... .._. . ._____________ C •. _ Fen'c c1lIomc ._.. . .
• •__•. . . . C .. .......__. Fen'c lluoridc __..__. . . .. ._.. . ._____ 8 _. ._.._ Fen'c niltate . . . . _.. . C ._. . Fen'c sulfate __..__ __ • . • _ • C _. .. Fenous 8mmonium sullalC
• ._ ._ C __..__ . Fenous thbride • . • • ._.. .___ B .__.._ _ Fenous sullate ... . • • • .____ C •__ _ Fonnaldehyde •__.. • . • • ._.. • ... .__.._. 8 _••__ __ ._. Fonnc acid ._ ...
. . ._...._.... ._.. • •• 0 .._. __ .. Fun'laric: aci:f __.__. 0 ._ ._•• •••__•• _ ••• • ••• D .•..__.:.._ . Furlural . ... . ..__._..__ • ..... • ._ ...__.. 0 __..__.. .. Gulh",n •
._ _ _ __ ..__._.. • _ _•._ .____ X __ __ . HeptXhllr • . ... ._.._.._._ .. ._ __ __..__.... X _ __.._ Heuc/llorocydopentad.,ne _.. • .__..__. . . .• A _._.. _.._ .. Hydrochloric Ildd
. ..__. __.. . ... .__......._ . _.. 0 _ _. Hy<lro'h..orc aci:l ... ._.. . • • __• B •__ _.. .. Hl"!"'lI"n C)'3ni:le . ..__. ._.. ... . .__...._ _....__ A ._ _ __ Hy<l"'ll"n sulfide
. .. .__.. • ._ _. _... B .__.._ _ lsoptene • • . . .__ __.._.._.__.. . __. S ._ __ . fsopropar<llamine dodccylbenzenesullonate • . __.._. . C .__•__ .. Kepene • . • ..__. • ... X _.
._ L.ead ac:etate • ._.. . • . . • A .. ..__._ . L.ead .<senale ._.. . .._ __•__.. . .. _._.._..__. ..__._..__. X X • _ . L.ead cllllride • ..__. . . .._. .__•._.._ __.... A __._ _ _
L.ead lluoborate ..._..__ ._.. . ...__ __ __ . .._ _... A •__ _ _ . L.ead fluoride _..__ __.. _._ .. . . __.._ _ _.._.._ _.._..__•__ A .._ .. L.ead iodi:le __ _..__ . __...... _._ ..__
_.. _ A __.._ _ .. L.ead nill'ale .__ _ __.._ .._ ._ _ _ _ __._ _ _ A _ _ . L.ead stearate ._ _. . ..__ __ ._.. ._.. .__..__ A _.__..__ .. L.ead sullate .__.. • •__.. • •__.. ._..__
_.._ _.• _.. A __ __._ .. 486 RO in poures (\jIograms) 100 (olS.4) 10(4.5-4) 100 (olS.41 100 (45.4) 10 (4.54) I.lXXl (454) 100 (45.4) 100 (45.4) 1 (0.454) 1 (0.454) 1.000 (454) 100 (45.-4)
1 (O.o&$C) 100 (45.4) 1.000 (454) 100 (olS.4) 100 (45.4) 5.000 (2,270) 10 (4.54) 10 (4.S4) 1 (0.454) 100 (45.4) 1.000 (454) 100 (45.4) 10 (45.4) 10 (4.54) 1.000 (454) 1 (0.454) 100 (45.4)
1.000 (454) 1 (0.454) 1 (0.454) 100 (45.4) 10 (4.54) 1.000 (454) 5.000 12,270) 5.000 12,270) 1 (0.454) 100 (45.4) 1.000 (454) 1.000 (454) 1.000 (454) 100 (45.4) 1.000 (45-1) 1.000 (454)
1.000 (454) 100 (45.4) 1.000 (45-1) 100 (45.4) 5.000 ('2.270) 5.000 12,270) 5.000 12.270) 1 (0.454) 1 (0.-45-4) 10(4.5-4) 5.000 (2.27C) 100 (45.4) 10 (4.54) 100 (45.4) 100(-45.4) 1.000(454)
1 (0.45-4) 10 (4.54) 1(0.454) 10 (4.5-4) 10 (4.5-4) 10 (4.54) 10 (4.54) 10 (4.54) 10 (4.5-4) 10 (4.54)
Environmental Protection Agency § 117.3 T.te..E 􀀱􀀱􀀷􀀮􀁾􀁒􀁥􀀺􀁵􀁷􀀾􀁂􀀮􀀮􀁅􀁑􀁕􀀧􀁎􀁉􀀱􀀱􀀱􀁅􀀵 CF 􀁈􀁁􀁺􀁥􀁦􀁄􀀺􀀱􀀮􀁓􀁓􀁾􀁄􀁅􀁓􀀼􀁎􀁜􀀮􀁔􀁅􀁄􀁐􀁬􀁆􀁇􀁊􀁏􀁎􀁲􀁩􀁏 Ss:::ncN311 CF1l-E
CI..E">o*lWATERACF-Conlinued Malcrial Lead aulo. • . • • . _ Lead U>;ocyanate • • • • • • _ lJnda..... . . . . • _ Utllium chlOt11ate • • • • • •__ Malalhion • • • • • Malei: acid •
• • . ._ Malei: an/lydride .. • . _ MetCIlpiodimelr... • . . • • . • Mel'C1Jrie cyanide • • • • .__ MetClric nilrate • • • • _ MetClric aulate • ' _ MetClric lhCc:yanale • _ MeltlJtO&JS
􀁾􀁴􀁥 • _ Meth:lx)'Cllloc • • _ MetIlyt mercaptan • _ MetIlyt methaaylale • • • _ Methyl par,IIhOn .• _ Me-i"ll/lOS • • • . • Me>:ac:artlate . • • • _ 1oI0noothylamino • ...__••_. •__.•
. ••_.._•.. _. Monomclhybmino • .._... . . . . ..__._ Haled • . . • _ Naphthalene . . • Haphlhenic: acid . . • • _ Nickel ammonium sulfate . • . .__ NC1e1 cIIbride . • • . _ Noel hydro.i:le
. . • _ Nickel niItaIe • • _ Nclel surate • •• _ Nitric acid . ..._. . ... 􀁎􀁾􀁲􀁯􀁢􀁯􀁮􀁺􀁥􀁮􀁥 . . . . . _ 􀁎􀁾􀁴􀁃􀁧􀁥􀁮 d.,.o. • . .•• • _ 􀁎􀁾􀁲􀁯􀁰􀁨􀁥􀁮􀁯􀁬 (mixe<!) • . . .
. . • 􀁎P􀁾a􀁲r􀁯a􀁬lo􀁯r􀁦m􀁵􀁯a􀁮ld􀁥eh.y-O--o--•-.-----•.----..•-_._•••---.-.---.-----•-'---.------• ---..._-._•• Parathion ._. . . ._•.• ••.•. •.• . • • Penlach/olQpl>enol . • •
• .•__. . .__ . ... Phenol • • • .._. ._._•• • • .•• • . _ PllosQene • ••_..•.•_._., __•._•. • ••. . •...• ._.•• Ptcsphoric acid • .__.•..• . •.• • • _ Ptcspl>Orus • ..• . • ._. ._ Ptcsphorus
Oxychloride .__.._.._. • • • . • • _ Ptcsphorus penlaSuII"ode • ... • • . ._..__._._••• PllosphorLlS 1r'd11oro. ._.• •.._•.•• __• ••_. • •__•._._. . Pofychlorinaled 􀁾􀀻􀁐􀀢􀀢􀁮􀁹􀁬􀁳
.__...._._.__..__. .. _.__.._... ... ...•.....__.__ PPooctaassss.u.m.. _arnseinlaete ..------..-----.------.-----. .---.-.-•.-.----..------.---..--... Potassum bir:llromale • . • • .
._. • Potasiurn dltomate . . . . . .._ .. Potassum cyani<le • • • • . •• 􀁐􀁾􀁵􀁭 hydnJ';<le • . . • ._•• • . . Potassium pennanganale . . ._.. . . . ._.. ._.. 􀁾􀁾􀁲􀀽􀁾􀀮􀀺􀀻􀁾􀀺􀀺􀀽􀀺􀀺􀀽􀁾􀁾􀁾􀀽�
�􀀺􀀽􀁾􀀽􀀺􀀽􀁾􀁾􀀽􀀽􀀺􀁾􀀺􀁾􀀽􀀽􀀺􀀽􀀺􀀽􀀺􀀽􀀭􀁾􀀺􀁾􀀽􀀽􀀺􀀺􀀺􀀺􀀽􀀽􀀽􀀭􀀽􀀺 Propylene 0'0. ••• ••. ._•• • • • • ••_•• ---.---Pyrethrins • . ..• .•_•.• • .••__.._•.•__.••.__• • •.•__.
Qu;noline . •.__•__.. __ •.• ._.__••••• • ••._•..• • ...__.. _. _ Resorcinol • •• _. •.•.. ._...•__• • • ._.• • ..._•. selenium 0'0. •••_•.__... ._•. • ••. • ..__•.----Silver nitrate
• • •... • ._•._•..._. • • "'._" __" S<xlum •__•• •.• • ._. . . • • •.--.-----. S<xl a"",nale . . . .__---.-•.------.-----.-..---.--S<xl a"",nile . .•... . • • ._•........-..,.-S<xlium
bdvomate . ...•._•. • . ••. • • ...__-"--" S<xlium 􀁾􀁩􀁦􀁬􀁵􀁯􀁲􀁩􀁤􀁥 . .•._..•.... ••_. •.. .•_. •. ._--..--...•. S<xlium bisuKiIe ••. . .. _._ •._•• __.__•._... • .. _._ ..__•. _.__•.
. _ S<xlium dvomate •__•. . .. _. .•• .._.__•._•...._•._._•. ...--....-....•• S<xloum cyani<le • . •. _._ ...• . ..•.•.• • .•__._••----.---S<xlium clodec)1benzenesu!onale . ..__._..•_..•_._..
. •__....__..... .__ S<xlium Ik.oride ... ..._..__. ..• . .._. . ..__._-----.---. 487 A _ A • X ._ A __••_. B • _ 0 _ 0 . A _ X • A •• A ._ A ._. A •__• X__.__• B _ e _ B _ A • _ e __.
. B • . _ B .__..• "----_._. B _. •__• B _ B ._•._. B _ " -_._-_., B ._.., B .__ e _ e . . A .• . B •._. C • .__.._ e _.. ... A .._ A __" __'_"_'" C __• .._... A • .•.._.. o __. ..__._
eX ..•_.._.. B •__ . e ._.__.._.._ . X _ . X ••.__..•.. X _. ••.••.. A __. ._. A • ._ .... A •.• _ e . ,_..... B • • A _.• .•..._. 0. .._ . o __ . B . J( ' '."" __" o . .__ . o ..._
. A .._.....••.•. X ••..•_ AX _.__•..••••__•• X •__._••••• A _. ._.....• B _•..•_._•.•....•• o ._ . A •.._.•.. A • _ e _. e __. . RO iI po...-ds (kilograms) 10 (4.504) 10 (4.504) 1 (0.454)
10. (4.504f 100 (45.4) 5.CXXl (2,270) 5.CXXl (2,270) 10 (4.504) 1 (0.454) 10(4.504) 10(4.504) 10(4.504) 10(4.504) 1 (0.454) 100 (45.4) UOO (454) 100 (45.4) 10(4.504) I.CXXl (454) 100
(45.4) 100 (45.4) 10 (4.504) 100 (45.4) 100 (45.4) 100 (45.4) 100 (45.4) 10(4.504) 100 (45.4) 100 (45.4) I.CXXl (454) I.CXXl (454) 10 (4.504) 100 (45.4) t.CXXl (454) 1.CXXl (454) 10(10(4.504)
10 (4.504) t.CXXl (454) 10(4.504) 5.CXXl (2.270) t (0.454) 1.CXXl (454) 100 (45.4) I.CXXl (454) 1(0.454) 1 (0.45-4) 1 (0.454) 10 (4.54) 10 (4.504) 10 (4.54) 1.000 (454) 100 (45.4) 10(4.504)
5.CXXl (2.210) 5,000 (2,270) 100 (45.4) 1 (0.454) 5.CXXl (2,270) 5.CXXl (2.2701 10 (4.504) 1 (0.454) 10 (4.54) 1 (0.454) 1 (0.454) 10 (4.54) 100 (45.4) 5.000 (2,270) 10 (4.54) 10(4.54)
1.000 (454) 1.000 (454)
§ 117.3 40 CFR Ch. I (7-1-97 Edition) T.<e..E 117.3--RER:::RD>e..EQU'NlTlle> 􀁏􀀽􀁈􀁁􀁚􀁁􀁒􀀺􀀰􀀮􀀮􀀶􀁓􀁾􀁄􀁥􀀳􀁇􀀧􀁁􀀱􀁅􀁄􀁐􀁬􀀮􀁒􀀳􀁊􀀧􀁎􀁲􀁬􀁏 SEDlCN311 a=1I-ECl6"NWAlERAa=-Continued
RQ in polftls (kiloglams) ._--_._._------------Sodium h)'dlO$ull\de • _ SoCoum h)'dlllXide • ...:_. • • Sodium fwochIotle . • _ SoCoum rnetll)'lale • • • • • • ._. Sodium nilrilO • .__•
• _ Sodium phosphate, dibasc • . . • . .. Sodium phosphale, lribasi<: • . • _ Sodium oelenite • . •__••_. _ StronIium d'IfOmale • _ Strychnine__• _ SSluylnuldnee a-cid------• 00 SuI...
monocNoride • • V,5-racid , _ 2,4,5-r amines .____ _ _ 2,4,5-r esters • • ·2.4,5-r lab . ....: . _ TOE • _ 2.4,5-TP acid •__• • • • _ 2.4,5-TP ac:d cst.", • ... ....__. ._.... . .._...
.__.. __ Tetraclhj4lead . • _ Tetraclh)l pJ'Ophosphate .-. _ ThaIlUm sullale • • • _ Toluene__,.. . _ Toaaphene • • __ Tti:Nocfon • • • •__• •__ rriclllofl:lelll)lene • • •__ Ttichlorophenol
• • _ Triclhanolarnine docleqlbenz.enl>SUlfonate • • • Tricl!lylamir<! • • _ Trimethylamine . . . ..__• Uranyl 􀁾􀁴􀁥 ._. • • • • • _ Uranyl nitrate .__._. . _ Vanad'lUl11 penCo,;de
• • •. _. • • _ Vanadyt sulfate • . • _ VtIylllCelale ._.. • • • • ._••• • .._. Vnyrc:lene chloride • • . . ._. . ... .• Xylene (mixed) • • • • • • • •__• ••• _ Xylenol • •__.•__• •
• ..__. . • • Zinc: acetate • .. . .. Zinc: lI<nmonium etllotO! _-• . ._. Zinc: bc<aIe • • ... • • • • • • ---_. Zinc: bn:>m<le • .. • • .. ._.. ... ._ Zinc: e.art>onate • • . . •.•_••_
•.•.••.--Zinc: chIorido • ._•• • • ••_. • ••__• ._.._.. _. Zinc cyaN:le • • • •__• • • •__•• . _ Zinc: IIuc>tOe ._..__• • • • •• Zinc: /otmate • . .. • • •__..__•• Zinc: 􀁨􀁹􀁤􀁲􀁯􀁳􀁵􀁬􀁾􀁥
• ._.. • . • . ..._.. .__. Zjnc (liWt,e • . .._._•• ... .. ...... • ..... .._••.•_..•_._. Zinc: phenolsullonale • .•_. •__.. • • . ._.• •.•_•• • Zinc: pl»sphide ._.. . . ._. . .__. .
....... ._.._. Zinc: silico11uoride • ..__ ••• • • .._. __._. • ._ -Zinc: sufale • . • • .._. • • . •__..__._ Z"c"r,;um nitrate • . . . . . • .._._ .. .__. ZilCO<>um 90tassium 1Iuo<<le
. ..__. . • Zi=nium suftate ••. • • . ... . • .._. -.--Zirconium Ieltachlori1e •__.. • • • • • . ... _. _ 0_. .__ C _ B • _ C _ B ..__._ 0 .__ o . . _ B _ A _ A • C __• • C ._ C . C
• 0 _ C. _ C _ X • _ B _ B _.__.__•••__ A __• ....__ A • • B • . C _ X _ B ._._. B __. • A • .. C -'._..... C ... _ B __.•_. •. B __' "_"'_ B _.__• _ C ._.. C __. ._. C ._. .__. B _.
__• B __. __ C __• •... CC ' __" •__'._"__ C • • _ C ._.__"_,,._•.. C _ _ . C •• .__. A __• ••__.. C _. ._.. C • ..._.•• C • • .. C • .._:_ •._ 0 .... __. B •__ _ _.. o . c "__"_"'__'.'
0 _ C ._.__..__ . o __..__._ . o _.._._ _ . 5.000 (2,270) 1,000 (45-4) 100 􀀱􀀴􀁓􀀮􀁾􀀱 1.000 (45-4) 100 (45.4) 5,000 (2.270) 5.000 (2,270) 100 􀀨􀁾􀁓􀀮􀁾􀀩 10 􀀨􀁾􀀮􀀵􀀴􀀩 10 􀀨􀁾􀀮􀀵􀀴􀀩
1.000 (45-4) 1,000 (45-4j 1,000 (454) 1,000 (45-4) 5.000 (2.270) 1.000 (454) 1,000 (45-4) 1 (0.45-4) 100 􀀨􀀴􀀵􀀮􀁾􀀩 100 􀀨􀁾􀀵􀀮􀁾􀀩 10 (• .54) 10 (4.54) 100 􀀨􀁾􀀵􀀮􀁾􀀩 1.000 (454)
1 􀀨􀀰􀀮􀁾􀀵􀀰􀀴􀀩 100 􀀨􀀴􀀵􀀮􀁾􀀩 100 􀀨􀀴􀀵􀀮􀁾􀀩 10 (4.54) 1.000 (45-4) 5.000 (2.270) 100 (45.4) 100 (45.4) 100 􀀨􀁾􀀵􀀮􀀴􀀩 1.000 􀀨􀁾􀀵􀀴􀀩 1.000 􀀨􀁾􀀵􀀴􀀩 5.000 (2.270) 100 􀀨􀁾􀀵􀀮􀀴􀀩
100 (45.•) 1.000 (454) 1.000 (454) 1.000 􀀨􀁾􀁓􀀴􀀩 1.000 􀀨􀁾􀀵􀀴􀀩 1.000 􀀨􀁾􀀵􀀴􀀩 1,000 􀀨􀁾􀀵􀀰􀀴􀀩 1.000 􀀨􀁾􀁓􀀴􀀩 10 􀀨􀁾􀀮􀀵􀀴􀀩 1.000 (454) 1.000(454) 1.000 (454) 1.000 (454)
5.000 (2.270) 100 (45.4) 5.000 (2.270) 1.000 􀀨􀁾􀀵􀀰􀀴􀀩 5.000 (2.270) 1.000 (454) 5.000 (2270) 5.000 (2,270) 150 FR 13513, Apr. 4, 1985, as amended at 51 FR 34547, Sept. 29, 1986;
5-l FR :13(82. Aug. 1(, 1989; 58 FR 35327, June 30. 1993: 60 FR 30937. June 12, 1995) 488
)) . I SECTION 8 INSPECTIONS
1. Each contractor will designate a qualified person or persons to perform the following inspections: . J a. Disturbed areas and areas used for storage of materials that are exposed
to precipitation will be inspected for evidence of, or the potential for, pollutants entering the drainage system. b. Erosion and sediment control measures identified in the plan will
be observed to ensure that they are operating correctly. c. Where discharge locations or points are accessible, they will be inspected to ascertain where erosion control measures are
effective in preventing significant impacts to receiving waters. 2. 3. 4. 5. ) d. Locations where vehicles enter or exit the disturbed areas of site will be inspected for evidence of
offsite sediment tracking. The inspection will be conducted by the responsible person at least once every seven (7)-calendar days. Inspections shall take place on Monday or Tuesday of
the workweek, allowing sufficient time during the same workweek for necessary maintenance an/or repair of site controls. After a portion of the site is finally stabilized, inspection
will be conducted at least once every month. Based on the results of the inspection, the site Erosion and Sediment Control Drawing (SWPPP drawing) will be revised as appropriate, but
in no case later than 7 calendar days following the inspection. A report summarizing the scope of the inspection, name(s) and qualifications of personnel making the inspection, the date(s)
of the inspection, major observations relating to the implementation of the SWPPP, and actions taken in accordance with this section will be made and retained as part of the SWPPP for
at least three years from the date that the site is finally stabilized. The report will be signed in accordance with 30 TAC 305.128. Example copies of the form to be used for the Inspection
and Maintenance report are included in this section of the SWPPP.
I Exhibit A Project Name: _ Date: _ Inspector: _ Weekly Storm Event: Inches: Used? ooooooooo ooo i) 0 '0ooo oo Interceptor Swale Diversion Dike Pipe Slope Drain Vegetation Mulching Erosion
Control Mats Other Controls Silt Fence Straw Bale Dike Tri-Sediment Filter Inlet Protection Sediment Trap Sediment Basin Check Dams Temp. Sed. Tank Stab. Const. Entry Sandbag Berms Actions
Required Are BMPs in place and maintained in accordance with SWPPP for site? If not, why? Yes 0 No 0 Are there obvious signs of sediment loss or pollution from site? If yes: 0 SWPPP
modifications required and/or o Controls are improperly installed or poorly maintained. Yes 0 No 0 Are good housekeeping practices observed? Yes 0 No 0 􀁾􀁮􀁾􀀬􀁭􀁥􀁡􀁳􀁵􀁦􀁦􀁩􀁳􀁾􀁩􀁭􀁰􀁬􀁥􀁭􀁥􀁾􀀿
_ I certify that this is an accurate assessment of the pollution prevention controls in place on the site. ) Inspector: _ -"..::) Date: _
I Exhibit B Project Name: Inspector: _ Inspector's Qualifications: Days since last rainfall: _ Date: _ Amount of last rainfall: inches Area Being Reported 1. 2. ')3. 4. 5. 6. 7. Stabilization
Required: Date Since Last Disturbed Date of Next Disturbance Is Area Stabilized? (Yes/No) Area is Stabilized With Condition of Area To be performed by: onorbefore: _ Is Dike Stabilized?
Maintenance Required for Earth Dike: Is there evidence of washouVover-topping? )---------------To be performed by: on or before: _
Evidence of Overtopping of the Embankment Maintenance Required for Sediment Basin: To be performed by: on or before: _ Condition of Outfall from Sediment Basin Does much sediment get
tracked on road? Is gravel clean or filled with sediment? Does all traffic use stabilized entrance to leave site? Is culvert beneath the entrance working? Maintenance Required for Stabilized
Construction Entrance: »--------------------------------------1 To be performed by: on or before: _ 􀁾 1 ( ::p-_ -,;:,:-:1: -...::.􀀺􀁾􀀺􀀭 ,-􀀭􀁾"-:@J􀁾􀁪􀀨􀀱􀁜􀁛􀁾􀁴􀁩􀀺􀁀􀁦􀁾􀁾 'j
􀁉􀁾􀁾 􀁾􀁦􀁾􀁬􀁉􀁾 T':(QJl\tillfJirrt']1[]"􀁾􀁬􀁬􀁬􀁾􀁾􀁴􀁾􀁾􀁾 􀀱􀁦􀀱􀁲􀁯􀁩􀁾 !.'􀁬􀁾􀁦􀁾􀀬􀀻􀁾􀁲􀀺􀁾􀀭􀀭􀁩 􀁾 -:-;-;' -; --􀁾􀀭 􀀭􀀭􀀺􀀭􀀭􀁾 ----, ---: I " _____ . . ___􀁾􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟_
___ _ _ ____ .___________ 􀁾___ .. 􀀧􀁾_____􀁾􀁾􀀧􀁟􀁟􀁟􀁟􀁟 . _,__ .______ ...____􀀮􀁾_____________ .. ________________.. __ __. Changes Required: Reason for Changes: I certify under
penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly
gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information.
the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for sUbmitting false information,
including the possibility of fine and imprisonment for knowing violations. ) Inspector: Date:
""........-:' [&hibitC I Area1 Date Major Gradingl Excavation Began in Area Date Gradingf Excavation Temporarily Ceased2 Date Gradingl Excavation Permanently Ceased Date Stabilization
Activities Initiated Comments Signature3 Date 1 Area defined in Comments column. 2 "Temporarily Ceased" means inactive for less than 21 consecutive days. 3 Signature of Permitee
􀀧􀀬􀁾􀀾 􀀧􀀬􀁾 rXhibilD I Area1 Date Major Construction Began in Area Date Construction Temporarily Ceased2 Date Construction Permanently Ceased Comments Signature Date 1 Area defined
in Comments column. 2 "Temporarily Ceased" means inactive for less than 21 consecutive days. 3 Signature of Permitee
)) )) SECTION 9 NON STORM WATER DISCHARGE
The materials or substances listed below are expected to be present onsite during construction: Concrete Fertilizers Tar Detergents Petroleum Based Products Roof Shingles Paints (enamel
and latex) Cleaning solvents Wood Metal Studs Masonry Block Steel Products Fuels Electrical Equipment &Materials Lubricants Asphalt &Asphalt Related Products • Water from water line
flushings. • Pavement wash waters (where no spills or leaks of toxic or hazardous materials have occurred). • Uncontaminated groundwater (from dewatering excavation). • Water used for
dust control. • BUilding and vehicle wash where detergent is not in use. All non-storm water discharges will be directed to the sediment basin prior to discharge.
.f \ 1 SECTION 10 EROSION CONTROL PLAN &DETAILS
The Staubach Company o ITask Name 91 days Wed 5/21/03 --TdaY" We<f5l21103--'5 (8)S' 'WEld !Z:!1i03 . "fO'days:' Moo 6!2i03 'j daYs' -Moo 611'Wo3 S-daYS' We(f8l25lD3 -28 dsyS Moo 711.8io3
-'30-da}i" Mor1711.8i'03 􀁾􀀢􀀭􀀴􀀭 days Moo 711.8I03 -"35' dayS. . TUI:i"711.SI03 35 days. Tue '11.29103 7'days-; FrfBlf/03 fs clayS" -Tue 8/1'2163 --0' daYS MOO-61251OJ" "3 Y.t:S Tue
9/2103 3 wks TIm"914103 . '10da)S Moo "9M3 1"1'4'daYS' Mon 712S103 3 daYS'" Man 7128103 4 wks Thu -7131iti3 20Wks: -Fri 8115103 10 da)S TIlt. 812aroj 10 Wks: Thu 9111103 "IY M..", Corgan
and Associates 'ctober I""""... IOecember Jan""" lFe6iUary 􀁾,[ember rI IT 􀁾 ,ugusl 􀁾 􀁾III Frito Lay Corporate Hangar .... J"", I------1J I Slart 00,""" I . Rdease 􀁐􀁲􀁥􀀮􀁥􀁲􀁩􀁧􀀭􀁅􀁫􀀮􀁩􀁩􀁫􀀺
􀁩􀁾 --au..", ....."",",,"-. Long-lead"Items. -BUM"" EngOOe;;,g "'" sUidiIQ Fabifcauoo COnbact. Aw'a-rd ---Sct.emalic·Ora.Yin9S . complete IGMP' Bidding bOiiimentRSVNalue"MQt . Budget
Up(l;ih;i . COrrf,ieieCD's ClVilJGra::llntfPl<ln OOii'ipleUon" RevISed 􀁐􀁩􀁡􀁾􀁲􀁲􀁩􀁓 to( 􀁾􀀺􀁩􀁅􀁐Pr1dng Ground L..BaSeAj:)prOvaI FAA "746CfAPPrOVcil sfdlAward -MEP MEP" Design DraWings
PefiilIfserReady loSi/tiriilf Permitting Flnanze GMP GradingPEll'li1il ·p,.PurChase 1 , Preconstructlon 7•1,1. 19 a 20 -----2' 21 22 23 10 I 􀁾 --􀀮􀀭􀁾 I -re--'143 daYS Fif8f1/03" 10:fdclySi
Wet(Si2iicii" 31' deri, WecfBl27103 􀀢􀀶􀁩􀁤􀁡􀁾􀀧􀀺 "We<HO/15iOO143"days: --Fin/flo3 22dayS: -FriBf'jll)3 '22-days' Moo Smi/03 􀀹􀁏􀁤􀁾 -We<Hdi15iilj --2'3aajis--M'o"n-g(15(oJ 23-da)'5:
Men 9115/03 129 days .. Man S/22103 1'OS"day&': 'Man 9h2J03 'S'daYS' -M0i'l9122103 -:fdaYs' MOrl9J29lO3 4"""days', ."Tue "{lI30703 "10(18)'5 Mlil16ifi103 12 dayS Mon-10/20103 􀁬􀁾􀁦􀁤􀀸􀁹􀁳􀀧
wed 11/5103 3-Mci Wea-1f126103 􀀧􀀱􀁩􀁤􀁡􀁾􀀺􀀭 􀁗􀁾􀀱􀀲􀀱􀀱􀀷􀁩􀁄􀀳 3M<S; Wed 12/17103 fCii:rsySj" MOO-f2i29Jo3' --lS-days: Wed'117104 lei 􀁤􀁩􀁩􀁾􀀱 -wed fiilO4 6 dayS > •• Wed 1128104"
10-dayS Thu2i5io4 62 dBys"'--Wed'1-2/f1/03'45 days -·We.:{12ir7103 fSdays: --Wed-2118104' 2"d8YSi "-wed iifOt04 52"Claya -Wiid"117104-2 days wed' fhitf4' rdays 􀁾􀀭􀁆􀁲􀁉􀀢􀀱􀀯􀁓􀀨􀀰􀀴
10-daYs,--Tue 1.i20r04--1day, --"Tue2J3J04 -.f"dSyS i -wa<.f 2i4io4 rdays-: . Too -2/10/04" 􀀺􀀺􀁾􀁾􀀺􀀧􀀭 :-::---"S-days'-'Tue-3i2/04 -i "-'"-S-aays: Tue"3I2I04 2 days Tue3i9Jb4 .7
days: Wed 3f1'O/04 la)oul SlteCleamg 􀁂􀁵􀁾􀀱􀁤 Pad/select"fil' Dria'plerS Fcxindalions Blildingerecuon under 9rotJOd 􀁍􀁅􀁐􀁾􀁨 Bldg rOOfiriglsheslhlngl'lilrri'; . SIBb OnGr8de .OVeitiead-MEP
R::iugti" BUlidieilicfelm P8lnt"strUCfur'e· MEl' finISh&" trim Sitewcirk 􀀧􀁓􀁩􀁴􀁥􀁰􀀸􀁖􀁩􀁾􀂭 LaIil:l:Scapllg striping hiterlof-cor1sti'iJctloi'-. Ia,out 􀁆􀁾􀁅􀁪􀁷􀁡􀁩􀁓􀀭􀀧 'Conslructfon
Building Shell MobUize "MEP-WaII iOU9h -WalnriSpecuon:s "2iKl-Slde-WBiIS--" . 􀁔􀁾􀁭􀁥􀁗􀁡􀁤􀁳􀀧􀂭 􀁃􀁥􀁩􀁾􀀭􀁧􀁲􀁫􀀺􀁩􀀢 MifWOi1('--AOO;i1g ---"prumblilgfixfureSlbim AMfoean--'-"-·····Pl.incllllst
. 6B 􀁾.. 􀀭􀁾 Constructors & Associates, Inc. Page 1
, . ! i _______.JJ.L____. . H,, , i . 􀀭􀁟􀀮􀁟􀁾􀀮􀁟􀀭􀀭􀀭􀀭􀀭􀀮􀀭 f-;,----· .-􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀧􀀭􀀮􀀭􀁾􀀮􀀢􀀧 ..----.-..-.. _.. LAt---_ __ _----_.----_.--_ __.. __.__ _----.._ __.__
_ __.---_._---_._.-,: i3... OT.A-ce"""T ._--􀀭􀀮􀀭􀁾􀀮 __.-..--.------... 􀀭􀀭􀀮􀀭􀀭􀁾 􀁾􀀭􀁾􀀭􀀮􀀭􀀭􀁲􀀮􀀭 ..' ." ------..􀁾􀀭􀁟􀀮􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀮􀀭 ---. ... .-.----_ .. _----_..􀁾􀀮􀁾􀁟.....
._---,,......,... 1p":'-._E.. _..P. _.E7{' .._.. .. 􀁴􀁦􀁊__ 􀁶..􀁥_.􀀮. _􀁊.. 􀁔__ ..􀀷__􀁡􀁾􀀢􀀭􀁾 ._T.__ V .... ---------_ ---...---------------.----' .
Page 1 of 1 Steve Chutchian From: Jim Pierce Sent: Monday, July21, 200311:14AM To: Bill Dyer (E-mail) Cc: Steve Chutchian; Luke Jalbert Subject: FW: Addison Airport Had a good meeting
with Lynn. Attached is the corrected survey and description. Jim Pierce, P.E. Assistant Public Works Director P.O. Box 9010 Addison, TX 75001-9010 972450-2879 -----OriginaI Message-----From:
Lynn Kadleck [mailto:lkadleck@swbell.net] Sent: Monday, July 21, 2003 11:14 AM To: Jim Pierce Subject: Addison Airport Jim, Attached is the drawing file requested. I have also placed
four hard copies in the mail. NOTE: By use ofthe information on this drawing, the user agrees that any adaptations, interpretations or reproductions of the information is at their own
risk. This information has not been prepared for the purpose of determining exact locations of features or dimensions to a greater degree of accuracy than can be obtained from the scaled
plotted drawing. The information on this drawing may be incomplete or may have been revised on the plotted drawing. The user agrees to indemnify Kadleck & Associates from any claim,
or loss resulting from their use of this drawing file. BY OPENING THE DRAWING FILE, YOU ARE IN AGREEMENT WITH THE ABOVE STATEMENT. Please call with any questions. Thank You, Lynn Kadleck
7/21/2003
􀁾􀀬􀁾 􀀦􀀯􀁾􀀮􀀭􀁴􀁾 7-I y,-o "3 -_. ----------􀁾􀀮 t/vvL -􀁾 fA11&d-.iLVtd. 􀁊􀀩􀁤􀁾 􀁃􀁴􀁁􀁉􀀭􀁾􀀭􀁴􀀮􀁤 􀁾 -f-<A-L 􀁦􀁲􀀽􀁾􀁾􀁾􀀮 􀁾
Copyright (2000) GEOPAK Corporation All rights reserved KProject: Subject: Job No. Date: SYSTEM FIX 4 216 [ NONE 216 Monday ASEC 2 Operator: DT June 30, 2003 9:22 am BEAR PRI 0 RED NE
STA 2 FILE: 'LEGAL' G E 0 P A Parcel KADLECK: 5203 5204 5205 5206 5207 5208 5209 5210 5211 5212 5213 5214 5215 CUR C5216-5218 5219 5220 5221 5203 Total parent tract area Total taken
area Total easement area Remaining area Description of parcel: KADLECK 366,538.1657 ft 2 0.0000 ft2 0.0000 ft2 366,538.1657 ft 2 8.4146 a 0.0000 a 0.0000 a 8.4146 a Beginning parent
tract description Point 5203 +00.00 N 7,039,187.6588 E 2,480,616.7910 Sta o Course from 5203 to 5204 S 89 A 42' 56.00" W Dist 41.9400 Point 5204 +41.94 N 7,039,187.4506 E 2,480,574.8515
Sta o Course from 5204 to 5205 S 68 A 15' 31.00" W Dist 15.6500 Point 5205 +57.59 N 7,039,181.6536 E 2,480,560.3147 Sta o Course from 5205 to 5206 S 7 A 08' 29.00" E Dist 15.8100 Point
5206 +73.40 N 7,039,165.9662 E 2,480,562.2802 Sta o Course from 5206 to 5207 S 86 A 05' 30.00" W Dist 50.6900 Point 5207 +24.09 N 7,039,162.5112 E 2,480,511.7081 Sta 1 Course from 5207
to 5208 N 48 A 27' 07.00" W Dist 8.7900 Point 5208 +32.88 N 7,039,168.3411 E 2,480,505.1297 Sta 1 Course from 5208 to 5209 S 66 A 21' 49.00" W Dist 120.3900 Point 5209 +53.27 N 7,039,120.0731
E 2,480,394.8394 Sta 2
Course from 5209 to 5210 S 7" 17' 13.00" EDist 177.6700 Point 5210 N 7,038,943.8380 E 2,480,417.3748 Sta +30.94 Course from 5210 to 5211 S 68" 56 ' 31.00" W Dist 298.6800 Point 5211 N 7,038,836.5182 E 2,480,138.6416 Sta +29.62
Course from 5211 to 5212 S 68" 41' 42.00" W Dist 148.1400 Point 5212 N 7,038,782.6941 E 2,480,000.6256 Sta +77.76 Course from 5212 to 5213 N 21" 07' 21.00" W Dist 530.8300 Point 5213
N 7,039,277.8588 E 2,479,809.3340 Sta +08.59 Course from 5213 to 5214 N 68/\ 46' 05.00" E Dist 657.1300 Point 5214 N 7,039,515.8347 E 2,480,421.8593 Sta +65.72 Course from 5214 to 5215
N 21/\ 16 ' 59.00" W Dist 20.8400 Point 5215 N 7,039,535.2533 E 2,480,414.2949 Sta +86.56 478 14 20 20 Course from 5215 to PC C5216-5218 N 67" 52' 48.00" E 44.6300 Curve Data *----------*
Dist Curve C5216-5218 P.I. Station 2,480,515.8746 Delta Degree Tangent Length Radius External Long Chord Mid. Ord. P.C. Station 2,480,455.6400 P.T. Station 2,480,567.4177 C.C. 2,480,498.3217
Back N Ahead S Chord Bear S 21+96.21 59" 40' 45.00" 50" 32' 51.60" 65.0202 118.0651 113.3500 17.3246 112.7999 15.0277 21+31.19 22+49.26 67/\ 52' 48.00" E 52" 26' 27.00" E 82" 16' 49.50"
E N (RT) NNN 7,039,576.5419 7,039,552.0587 7,039,536.9068 7,039,447.0515 EEEE Course from PT C5216-5218 to 5219 N 64/\ 26' 01.00" E 54.2900 Dist Point 5219 N 7,039,560.3360 E 2,480,616.3919
Sta 23
+03.55 Course from 5219 to 5220 S 0" 29' 01.00" W Point 5220 N 7,039,346.9336 E +16.96 Course from 5220 to 5221 S 0" 47' 31.00" E Point 5221 N 7,039,187.6589 E +76.25 Course from 5221
to 5203 S 88" 33' 54.15" W Point 5203 N 7,039,187.6588 E +76.25 Ending parent tract description Dist 213.4100 2,480,614.5906 Sta 25 Dist 159.2900 2,480,616.7922 Sta 26 Dist 0.0013 2,480,616.7910
Sta 26
Copyright (2000) GEOPAK Corporation All rights reserved KProject: 216 Subject: [ NONE Job No. 216 Operator: DT Date: Thursday June 26, 2003 8:27 am SYSTEM FIX 4 ASEC 2 BEAR PRI 0 RED
NE STA 6 FILE: 'LEGAL' G EO P A Parcel KADLECK: 5203 5204 5205 5206 5207 5208 5209 5210 5211 5212 5213 5214 5215 CUR C5216-5218 5219 5220 5221 5203 Total parent tract area Total taken
area Total easement area Remaining area Description of parcel: KADLECK 370,494.9593 ft 2 0.0000 ft2 0.0000 ft2 370,494.9593 ft 2 8.5054 a 0.0000 a 0.0000 a 8.5054 a Beginning 􀁰􀁡􀁲􀁾􀁮􀁴
tract description ====== Point 5203 N 7,039,116.1763 E 2,480,591.6501 Sta 0+ 00.000000 Course from 5203 to 5204 S 89" 42' 56.00" W Dist 41.9400 Point 5204 N 7,039,115.9681 E 2,480,549.7106
Sta 0+ 41. 940000 Course from 5204 to 5205 S 68" 15' 31.00" W Dist 15.6500 Point 5205 N 7,039,110.1711 E 2,480,535.1738 Sta 0+ 57.590000 Course from 5205 to 5206 S 7" 08' 29.00" E Dist
15.8100 Point 5206 N 7,039,094.4837 E 2,480,537.1393 Sta 0+ 73.400000 Course from 5206 to 5207 S 86" 05' 30.00" W Dist 50.6900 Point 5207 N 7,039,091.0287 E 2,480,486.5672 Sta 1+ 24.090000
Course from 5207 to 5208 N 48" 27' 07.00" W Dist 8.7900 Point 5208 N 7,039,096.8586 E 2,480,479.9888 Sta 1+ 32.880000 Course from 5208 to 5209 S 66" 21' 49.00" W Dist 120.3900 Point
5209 N 7,039,048.5906 E 2,480,369.6985 Sta 2+ 53.270000
Course from 5209 to 5210 S 7 A 17' 13.00" E Dist 177.6700 Point 5210 30.940000 N 7,038,872.3555 E 2,480,392.2339 Sta 4+ Course from 5210 to 5211 S 68 A 56' 31.00" W Dist 298.6800 Point
5211 29.620000 N 7,038,765.0357 E 2,480,113.5007 Sta 7+ Course from 5211 to 5212 S 68 A 41' 42.00" W Dist 148.1400 Point 5212 77.760000 N 7,038,711.2116 E 2,479,975.4847 Sta 8+ Course
from 5212 to 5213 N 21 A 07' 21.00" W Dist 530.8300 Point 5213 08.590000 N 7,039,206.3763 E 2,479,784.1931 Sta 14+ Course from 5213 to 5214 N 67 A 52' 48.00" E Dist 657.1300 Point 5214
65.720000 N 7,039,453.8170 E 2,480,392.9565 Sta 20+ Course from 5214 to 5215 N 21 A 16' 59.00" W Dist 20.8400 Point 5215 86.560000 N 7,039,473.2357 E 2,480,385.3921 Sta 20+ Course from
5215 to PC C5216-5218 N 67 A 52' 48.00" E 44.6300 Curve Data *----------* Dist Curve C5216-5218 P.I. Station 2,480,486.9717 Delta Degree Tangent Length Radius External Long Chord Mid.
Ord. P.C. Station 2,480,426.7372 P.T. Station 2,480,538.5148 C.C. 2,480,469.4189 Back N Ahead S Chord Bear S 21+96.210192 59 A 40' 45.00" 50" 32' 51.60" 65.0202 118.0651 113.3500 17.3246
112.7999 15.0277 21+31.190000 22+49.255128 67 A 52' 48.00" E 52 A 26' 27.00" E 82 A 16' 49.50" E N (RT) NNN 7,039,514.5242 7,039,490.0410 7,039,474.8892 7,039,385.0339 EEEE Course from
PT C5216-5218 to 5219 N 64 A 26' 01.00" E 54.2900 Dist Point 5219 03.545128 N 7,039,498.3184 E 2,480,587.4891 Sta 23+
Course from 5219 to 5220 S 0" 29' 01.00" W Dist 213.4100 Point 5220 N 7,039,284.9160 E 2,480,585.6878 Sta 25+ 16.955128 Course from 5220 to 5221 S 0" 47' 31.00" E Dist 159.2900 Point
5221 N 7,039,125.6412 E 􀀮􀀮􀀢􀀮􀁾􀀬 4 S. 0, 5 87 . 􀁂􀁾 9 4, Sta 26+ 76.245128 -",'0-􀀢􀀭􀀧􀁾􀀧􀁾􀀧􀀧􀀧􀁾􀀧􀀧􀀭􀀧􀁾􀀭􀀧􀀧􀀧􀀭􀁾􀀧􀀧􀀭􀁾.-.,-"",. ..􀀢􀀬􀁾􀀭􀀭􀀭􀀬 􀀧􀁾􀀮 __ ...'--' .
•J_,_, Course from 5221 to 5203 S 21" 40' 09.20" E Dist 10.1846 /;; Point 5203 N 7,039,116.1763 E 2,480,591.6501 Sta 26+ 86.429766 Ending parent tract description
·,.. 􀁪􀀮􀁾􀁙􀀺􀀻􀀤􀁾􀁾􀀻􀀿􀁾􀁾􀀷􀀺􀁣􀁲􀀮􀀬􀀺􀀺􀁾􀀻􀁽􀁾􀀻􀀺􀁾􀁾􀁾􀁛􀁾􀀢􀀮􀀽􀀬 . 􀁮􀁾􀀧􀁜􀀺 I. ,...., " '"':.'"". e ",,"-"'-. 􀁾􀁟 ",,' .. r Keller Sprrngs SITE No Scoie VICINITY MAP
pe NUM DISTA/'4CE BEARING L1 41.94 N89°42'56"E L2 􀁬􀁓􀀮􀁥􀁾 􀁓􀀶􀁡􀀧􀁾􀀧􀁊􀀱􀂷􀁗 LJ 15.81 57°0629"E L+ 50.69' N8SUS'30"E LS \..8.79' 􀁾􀀴􀀸􀀧􀀲􀀷 07"E L6 20J 4' V S21,S'S9"E L7 (43....-,,:'"
567"52'+S"W L8 /54. :Ii'" 564°26'01 "W /\ \ \ \ \ \ NUM DELTA ARC I C1 59°40'45" 118.07' C2 25°50'01" 309.44' l \
,GE, SoBv::>o';j'1 VV',cpa:s:s,,'Y ell Ct UI<;JL"" ......... 􀁾••• _-• __ ••.• -, ,huing with the northwest line of said Lease Tract 9, 􀁪􀁾 all a distance of 298.68 feet to a set PK
nail fc ari'angle point, said point being the northwest corner of said Lease Tract 9; THENCE, S 68°41 '42" W, a distance of 148.14 feet to a set PK nail for a corner; THENCE, N 21°07'21"
W, a distance of 530.83 feet to a set Y:z inch iron rod for a comer; 􀁾􀀧 --"c-,N ,0 '48" Ipassing at a distance of 12.56 feet a found "x" cut on concrete pavement at thE south st c;
mer of e Tract 15, passing at a distance o! 450.56 feet the common south corner of LeaSE Tract 15 a 􀁾􀁡􀁳􀁥 Tract 16, continuing in all distance of 657.13 feet to a set PK nail for
a corner, said poin being the southeast corner of said Lease Tract 16; THENCE, N 21 016'59-W, with 􀁴􀁨􀁾 northeast line of Lease Tract 16, a distance of 20.84 feet to a set "x" cu on
concrete pavement fora comer; THENCE, N 􀀶􀁻􀀰􀀵􀀲􀀧􀀴􀀸􀀢􀁅􀀬􀁰􀁾􀁡 distance of 1.19 feet the southwest comer of Lease Tract 101 continuing in a' 􀁡􀁤􀁩􀁳􀁴􀁡􀁮􀁣􀁥􀁾􀁾􀁥􀁴to a the
beginning of a curve to the right with a central angle 0 -59°4Q.'45-\8 rfsof 􀀱􀀱􀀳􀀮􀀳􀀵􀀧􀁾􀁯􀁲􀁤bearing of S 82°16'54"E and a chord distance of 112.80 feet; THENCE, the fOllowing
courses and distances with the southeast line of said Lease Tract 101 : i ..􀁣􀂷􀂷􀁾􀁾􀀬􀁾􀀺􀀮􀀺􀁪􀁾􀀮􀁴􀀻􀀻􀁾􀀺􀀮􀁾􀀺􀀬 --c.-'" -•... -Southeasterly, along said curve, an arc distance
of 118.07 feet to a set Y:z inch iron rod for a comer; N 64°26'01" E, a dist$"nce .of 54.29 feet to a set Y:z inch iron rod for a comer; . -'. THENCE, S 00°29'01" W, a distance of 213.41
feet to a set Y:z inch iron rod for an angle point; . '.: . 􀀧􀀻􀀢􀀧􀀺􀁬􀁊􀀧􀀺􀀧􀁾􀀭􀀢􀀧􀁾􀀧􀁊􀁯􀁾􀁾􀀢􀀢􀀢􀁕􀀺􀀧􀀻􀀧􀀺􀀻􀀧􀁾􀁾􀁾􀁾􀀢􀀢􀀢􀀧􀀢􀁾􀀧􀁟􀀧􀀺 __ '_''' . . 􀀮􀁾􀀮􀀧􀁟􀀺 .,"_
. THENCE, S 00°47'31" E, a distance of 159.29 feet to the Point of Beginning. ...__. SURVEYOR'S CERTIFICATE _.__ ._.,••􀁾􀀾••.,.",'c-" The undersigned hereby 􀁣􀁥􀁲􀁴􀁩􀀺􀁦􀁩􀁾􀁳 to:
ADDISON AIRPORT, INC., TOWN OF ADDISON that this Survey (i) substantfa'Ily' complies with the current Texas Society Professional Surveyors Standard and Specifications 􀁦􀁯􀁲􀁾􀁾􀀹􀁡􀁾􀁾􀁲􀁙
1A, Condition II Survey; (ii) was made on the ground under my supervisio as per the field 􀁮􀁯􀁴􀁥􀁳􀁾􀁰􀁡􀁾􀀧􀀬􀁮􀁥􀁲􀁥􀁯􀁮 and correctly shows the boundary lines and dimensions and
the area c the land 􀁩􀁮􀁤􀁩􀁣􀁡􀁴􀁥􀁤􀁾􀁦􀀳􀁲􀀺􀁾􀁑􀀻􀁩􀀨􀁩􀁩􀁩􀀩 correctly shows the location of all buildings, structures and other visibl 􀁩􀁭􀁰􀁲􀁯􀁶􀁥􀁭􀁾􀁮􀁴􀁳􀁯􀁮 tilEt(' 􀁦􀁾􀁆􀀭􀁴􀁰􀁲􀀹􀁐􀁥
􀁲􀁴􀁹􀀻 (iv) correctly shows the location of all alleys, streets, roads, rights ( way, easements 􀀮􀁡􀀮􀁾􀁲􀀮 matters of record of which the undersigned has been advised affecting th
SUbject 􀁰􀁲􀁯􀁰􀁥􀁲􀁴􀁹􀁾􀁣􀀮􀀬􀀢􀀧􀁴􀁯 the legal description in such 􀁥􀁾􀁳􀁥􀁭􀁥􀁮􀁴􀁳 and other matters (with instrumen book and page ind! "Jhe extent such matters can be located;
(v) correctly shows the location of a streets 􀁡􀁮􀁤􀁦􀁏􀁡􀁤􀁳􀁐􀀺􀀮􀀭􀀬􀂷􀁾􀁬􀁴􀀾􀁬􀁥 a<;cess t() the subject property; (vi) except as shown on the Survey, ther are no vi$il;>le 􀁥􀀨􀀺􀀱􀀻􀁾􀁾􀀨􀀢
... 􀂷􀂷􀁧􀁴􀁾􀁩􀀿􀀡􀀺􀁷􀁾􀁹􀀬 there .are no visible encroachments on adjoining premise: streets or 􀁡􀁬􀁬􀁾􀁹􀁳 􀁢􀁙􀁾 ...;Jng$; structures or other visible improvements, and there
are no visibl 􀁥􀁮􀁣􀁲􀁯􀁡􀁣􀁨􀁾􀁮􀁴􀁳 􀁯􀁮􀁾􀁾􀁴􀀢􀁌􀁰􀁦􀀳􀁲􀁴􀁹 by buildings, structures or other visible improvements situatedq adjoininQ()rtrrtises;an 􀁵􀁢􀁉􀁾􀁾 property li.esin
Zone X (areas determined to be outside the 50 􀁹􀁥􀁡􀁲􀁦􀁬􀁯􀀮􀁏􀁐􀁌􀀩􀁡􀁣􀁣􀁯􀁲􀁤􀀡􀁮􀁾 > '·f'P9dlnsurance Rate Map Community Panel No. 48113C0180: 􀁾􀁴􀁾􀀻􀀬􀁾􀁧􀁾􀁾􀁾􀀧􀀲􀀳􀀬􀀲􀀧
.. . . -.. " t!*'_• •.0'. ,: 􀁾
Steve Chutchian From: Sent: To: Cc: Subject: Jim Pierce Tuesday. July 15, 2003 1:58 PM Jerry Holder (E-mail); Jenny Nicewander (E-mail) Mike Murphy; Steve Chutchian FW: Airport FL Project
Jerry: Please see below. Airport Parkway would normally be designed as a 30 mph roadway. However, we can reduce the speed "administratively" to below that for the curves. I would say
look at 20 mph in the curves and see how it fits. Jim Pierce, P.E. Assistant Public Works Director P.o. Box 9010 Addison, TX 75001-9010 972-450-2879 -----Original Message-----From: Lisa
Pyles [mailto:lisa.pyles@wgint.com] Sent: Tuesday, July 15,'2003 1:47 PM To: Jim Pierce Subject: RE: Airport FL Project Answers: 1. 2.1 acres only 2. Primarily passenger cars and truck.
No fuel trucks. We sometimes get semi-there for deliveries but that is minimal. 3. Utilities: Correct -----Original Message-----From: Jim Pierce [mailto:jpierce@ci.addison.tx.us] Sent:
Tuesday, July 15, 2003 1:41 PM To: Lisa Pyles (E-mail) Cc: Mike Murphy; Steve Chutchian; Luke Jalbert Subject: Airport FL Project Lisa: We need to know how much of the site to topo.
I would figure we need to topo the FL 2.1 acres plus where the relocated Airport Parkway will be only, as opposed to the entire 8 acre site. Please confirm. We need to know the type
of traffic that will be on the temporary access road to Omniflight. Is it only passenger vehicles, or will there be fuel trucks or other trucks? Please give us an idea. I assume that
FL will be responsible for bringing utilities such as electric and phone to their site. We will bring water, sanitary sewer and storm sewer to the site. Please confirm. Thanks, Jim Pierce,
P.E. Assistant Public Works Director P.o. Box 9010 Addison, TX 75001-9010 972-450-2879 1
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Action Item Lease Contact HNTB Confirm FL end date on current lease RFP for admin lease-space Moving company 􀁔􀁥􀁬􀁥􀁰􀁨􀁯􀁮􀁥􀀯􀁉􀁔􀀭􀁣􀀭􀀽􀁯􀁯􀀭􀁲􀀭􀀭􀁯􀁤􀁾􀁩􀁮􀀭􀁡􀀽􀁴􀁩􀁯􀀭􀁮 Economic
Development Program 1-----Confirn Platting of Airport -P,a-rk-w-a-y_... FUHNTBlTofA engineers meet List ofeXhlbITSTcJJOhn Hill 􀁟􀁇􀁟􀁲􀁯􀁟􀁵􀁮􀁟􀁤􀁟􀁬􀁟􀁥􀀮􀀧􀁬􀁾􀁥 􀀮􀁾􀁮􀁟􀁥g_.􀁾􀁾􀁾􀁾􀁟􀀬
Review of current lease language Media communication Liz/Lisa Top of mountain proclamation I (after signing) I 􀀭􀀭􀀭􀀭􀀭􀀢􀀭􀁾􀀭􀀭􀁟􀀮 Relocation of current tiedowns 􀁃􀁯􀁯􀁲􀁤􀀭􀁩􀀭􀁮􀁡􀀭􀁴􀀭􀁥􀀭􀁐
􀀭􀁒􀁾􀁷􀀭􀁩􀁴􀀭􀁨FC------December
Engineer's Opinion of Probable Cost INSIDE LEASE LINE ITEM EST. UNIT AMOUNT NO. DESCRIPTION UNIT QTY. PRICE BID 101 Mobilization 10% L.S. 1 $ 47,000.00 $ 47,000.00 102 Site /Roadway
Demolition SY 5,680.0 $ 5.50 $ 31,240.00 103 Building Demolition EA 1.0 $ 65,000.00 $ 65,000.00 104 Apron Pavement SY 3,400.0 $ 60.00 $ 204,000.00 105 Parkin!1 Lot Pavement SY 1,720.0
$ 35.00 $ 60,200.00 106 AOA Fence LF 540.0 $ 15.00 $ 8,100.00 107 Security Gate EA 1.0 $ 12,500.00 $ 12,500.00 108 Claddin!1 LS 1.0 $ 40,000.00 $ 40,000.00 109 Irrigation/Landscaping
SF 6,700.0 $ 2.50 $ 16,750.00 110 Storm Sewer LS 1.0 $ 15,000.00 $ 15,000.00 111 Utilitv Relocation LS 1.0 $ 10,000.00 $ 10,000.00 SubTotal $ 509,790.00 Contingency 15% 1.0 $ 77,000.00
$ 77,000.00 Total Bid Amount $ 586,790.00 Engineer's Opinion of Probable Cost OUTSIDE LEASE LINE ITEM EST. UNIT AMOUNT NO. DESCRIPTION UNIT QTY. PRICE BID 101 Mobilization, 10% LS 1
$ 11,000.00 $ 11,000.00 102 Demolition SY 1,582.0 $ 5.50 $ 8,701.00 103 Roadway Extention SY 1,582.0 $ 35.00 $ 55,370.00 104 Storm Sewer LS 1.0 $ 10,000.00 $ 10,000.00 105 Security Gate
EA 1.0 $ 12,500.00 $ 12,500.00 106 Detention Pond LS 1.0 $ 8,000.00 $ 8,000.00 107 Utility Relocation LS 1.0 $ 10,000.00 $ 10,000.00 SubTotal $ 115,571.00 Continoencv 15% 1.0 $ 18,000.00
$ 18,000.00 Total Bid Amount $ 133,571.00 Engineering Fees and Expenses Total Project Cost $$ 73,000.00 I 793,361.00 I C:\Documents and Settings\schutchian,ADDISONGOVlLocal Settings\Temporary
Internet Files\OLK6\[pepsi cost est1.xlsJlnside Lease Line
Steve Chutchian From: Sent: To: Cc: Subject: Jim Pierce Thursday, June 19, 2003 5:01 PM Mike Murphy Steve Chutchian; Luke Jalbert Airport Frito Lay Project Mike: We had a meeting yesterday
with interested parties to discuss the next steps for this project. Very simply, we will be responsible for all facilities outside the lease area and Frito Lay will be responsible for
everything inside the lease area. HNTB is preparing a proposal to do the engineering for the Town. This proposal will be more than 25K so the dilemma is how do we authorize them to go
ahead now (which is essential to stay on schedule) without council approval. I think HI\lTB will proceed wlo council approval trusting they will be paid. You may want to discuss this
with Ron and Chris. Jim Pierce, P.E. Assistant Public Works Director P.O. Box 9010 Addison, TX 75001-9010 972-450-2879 1
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KADlECK & ASSOCIATES Engineering Planning Surveying 5336 Alpha Rd. Suite 5 DALLAS, TEXAS 75240 TO (972) 702-0771 FAX (972) 702-9832 a"r...... 􀀨􀀬􀁊􀁯􀁾 t&>1. 􀀮􀁦􀁯􀀮􀁲􀁦􀁾􀁽􀁃 . t:tOIO
DATE ATIENTION RE: D Under separate cover via the following items: D _ WE ARE SENDING YOU > D Shop drawings D Copy of letter 􀁾􀁴􀁴􀁡􀁣􀁨􀁥􀁤D Prints D Change order D Plans D Samples
D Specifications COPIES DATE NO. DESCRIPTION 4-S c.J/'V'J..-{ THESE ARE TRANSMITIED as checked below: > D _ D For approval D For your use D As requested D For review and comment D Approved
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Ut1 fL<k;()(.eJ( If enclosures are not as noted, kindly notify 􀁾􀁳 at once.
• 􀁾􀀧􀁖􀁾􀁎􀀧􀁖􀁈 31􀀧􀁖􀁾􀁏􀁤􀁾􀁏􀁊 􀁾J/ft7d ('I z0 IU"-; j: UlIL D. ii'jUl 0 .Jd) wen 10 0<'1 􀁾􀁾 IU -􀁾􀁾 01-ILl-􀁾􀁺􀀬 0-0, .w:!; IL!!: IL-I 􀁾􀁯􀁩 IL 0 EEJL4«i' 􀁦􀁴􀀧􀁾
COR GAN Pacheco Koch Consulting Engineers AMRO ALANSARI CORGAN ASSOCIATES, INC. 501 ELM STREET DALLAS, TEXAS 75202 TEL 214 748 2000 FAX 214 7610719 aalansari@corgan.com Christopher M.
Jones, P.E. Associate 8350 North Central Expressway Suite 1000 Dallas, Texas 75206 972.235.3031 Fax 972.235.9544 cjones@pkce.com • USTAUBACH David E. Stack, P.E Project Manager Design
& Construction Consulting Services 15601 Dallas Parkway, Suite 400 Addison, Texas 75001 (972) 361·5000 Direct (972) 361·5309 Fax (972) 361·5916 david.stack@staubach.com
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