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HomeMy WebLinkAboutNC0051331_Complete File - Historical_20010828tW r Donald G. Willhoit / 4 Michael F. Easley Governor William G. Ross, Jr., Secretary North Carolina Department of Environment and Natural Resources Gregory J. Thorpe, Ph.D., Acting Director Division of Water Quality Chapel Hill West — Tower Apartments 203 Lexington Road Chapel Hill, North Carolina 27516 Dear Mr. Willhoit: August 28, 2001 Subject: Rescission of NPDES Permit Chapel Hill West — Tower Apartments Permit Number NCO051331 Chatham County Reference is made to your request for rescission of the subject NPDES Permit. Division staff have confirmed that this permit is no longer required. Therefore, in accordance with your request, NPDES Permit NCO051331 is rescinded, effective immediately. If in the future you wish to again discharge wastewater to the State's surface waters, you must first apply for and receive a new NPDES Permit. Operating a facility without a valid NPDES Permit will subject the responsible party to a civil penalty of up to $25,000 per day. If you have questions about this matter, please contact Vanessa Manuel at (919) 733-5083, extension 532 or the Water Quality staff in the Raleigh Regional Office at (919) 571-4700. Sincerely, Gregory . Thorpe, Ph.D. Cc: Chatham County Health Department Raleigh — Water Quality Regional Supervisor — w/ attachments NPDES Permit Unit Operator Training & Certification Unit Vanessa Manuel, Point Source Compliance Unit — w/ attachments Roosevelt Childress, EPA Central Files — w/ attachments Fran McPherson, DWQ Budget Office �wA NCDENR N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699.1617 (919) 733.7015 Customer Service 1 800 623-7748 T � t State of North Carolina IT Department of Environment FAJ and Natural Resources / • a Division of Water Quality ` James B. Hunt, Jr., Governor D E N R Bill Holman, Secretary Kerr T. Stevens, Director December 20, 2000 DONALD G. WILLHOIT CHAPEL HILL WEST - TOWER APART 203 LEXINGTON ROAD CHAPEL HILL NC 27516 Subject: Acknowledgement of Rescission Request CHAPEL HILL WEST - TOWER APART NPDES Permit No. NCO051331 CHATHAM County Dear DONALD WILLHOIT: This is to acknowledge receipt of your request that NPDES Permit No. NCO051331 be rescinded. Your request indicated that this permit is no longer needed. By copy of this letter, I am requesting confirmation from our Raleigh Regional Office that this permit is no longer needed. After verification by the Regional Office that the permit is no longer needed, NPDES Permit No. NCO051331 will be rescinded. If there is a need for any additional information or clarification, please do not hesitate to contact Robert Farmer at (919) 733-5083, ext. 531. Sincerely, E. Shannon Langley, Supervisor Point Source Compliance/ Enforcement Unit cc: Raleigh Water Quality Regional Supervisor - Wattachments Point Source Branch - Dave Goodrich - Wattachments Point Source Branch - Robert Farmer - w/attachments Central Files- w/attachments 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper [Fwd: [Fwd:14PDE30rmit NC0051331]] Subject: [Fwd: [Fwd: NPDES Permit NC0051331]] Date: Tue, 05 Dec 2000 07:22:50 -0500 From: Vanessa Manuel<vanessa_manuel@h2o.enr.state.nc.us> To: Robert Farmer <Robert.Farmer@ncmail.net> Here is a rescission request. This is for Chapel Hill West Tower Apartments. The individual who corresponded with Charles indicates the .intention of not renewing the subject NPDES Permit. Subject: [Fwd: NPDES Permit NC0051331] Date: Tue, 05 Dec 2000 07:10:57 -0500 From: Charles Weaver <Charles.Weaver@ncmail.net> To: Vanessa Manuel <Vanessa.Manuel@ncmail.net>, Tim Baldwin <Tim.Baldwin@ncmail.net> Vanessa & Tim - Mr. Wilhoit says he wants to rescind his permit. Tim - Was the engineer's certification for his non -discharge system ever received? Let me know if you need additional info.... CHW Subject: Re: NPDES Permit NCO051331 Date: Mon, 4 Dec 2000 22:20:51 -0500 From: "Don Willhoit" <wilhoit@peoplepc,com> Reply -To: "Don Willhoit" <don_willhoit@unc.edu> To: "Charles Weaver" <Charles.Weaver@ncmail.net> Yes, I guess I want to rescind it if that is Don Willhoit ----- Original Message ----- From: "Charles Weaver" <Charles.Weaver@ncmail To: "Don Willhoit" <don_willhoit@unc.edu> Sent: Monday, December 04, 2000 6:41 AM Subject: Re: NPDES Permit NCO051331 the same as non -renewal. net> > Mr. Wilhoit, thanks for that information. > Do you wish to rescind permit NC0051331? if so, > e-mail and I'll start the rescission process. > Thanks, > CHW just reply to thsi 1 of 1 12/6/00 11:41 AD Re: NPDES Per NC0051331 Subject: Re: NPDES Permit NCO051331 Date: Mon, 4 Dec 2000 22:20:51 -0500 From: "Don Willhoit" <willhoit@peoplepc.com> Reply -To: "Don Willhoit" <don_willhoit@unc.edu> To: "Charles Weaver' <Charles.Weaver@ncmail.net> Yes, I guess I want to rescind it if that is the same as non -renewal. Don Willhoit ----- Original Message ----- From: "Charles Weaver" <Charles.Weaver@ncmail.net> To: "Don Willhoit" <don_willhoit@unc.edu> Sent: Monday, December 04, 2000 6:41 AM Subject: Re: NPDES Permit NCO051331 > Mr. Wilhoit, thanks for that information. > Do you wish to rescind permit NC0051331? if so, just reply to thsi > e-mail and I'll start the rescission process. > Thanks, > CHW 1 of 1 12/5/2000 7:11 Albf Chapel Hill Westt- Tower Apartments Subject: Chapel Hill West - Tower Apartments Date: Tue, 27 Jun 2000 09:54:53 -0400 From: Tim Baldwin <tim.baldwin@ncmail.net> To: Fran McPherson <Fran.McPherson@ncmail.net>, Dave Goodrich <Dave.Goodrich@ncmail.net> CC: Charles Weaver <Charles.Weaver@ncmail.net>, Randy Jones <Randy.Jones@ncmail.net>, Ken Schuster <ken.schuster@ncmail.net> Fran, The RRO has recently been dealing with Chapel Hill West - Tower Apartments. They have a discharge permit (NC0051331) which they used to operate under. The facility was granted an "experimental' non -discharge permit (WQ0013502), but due to the "experimental' nature, were required as a condition of the non -discharge permit to retain their discharge permit for one year. The non -discharge facility has been in operation for a year, however, we have been unaware of this since we never received an engineer's certification nor the proper monthly reports. Due to the fact that we have. not seen a years worth of proper operation and operational data, we are requiring that the discharge permit be maintained until that is achieved. The owner, after some discussion, has consented with this requirement, however, he said he has misplaced his annual fee invoice. Would you please send him a new invoice. Thank you. -Tim Baldwin, RRO In case the address is different, this is where he requested the invoice be sent: Don Willhoit 203 Lexington Road Chapel Hill, NC 27516 1 of 1 6/27/0010:01 AM State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director Mr. Donald G. Willhoit Chapel Hill West 203 Lexington Road Chapel Hill, NC 27516 Dear Mr. Willhoit: F NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES August 18, 2000 Subject: NPDES Permit Modification Permit NCO051331 Tower Apartments Chatham County The Division is beginning the cycle of permit renewals for the Cape Fear river basin. An examination of the Cape Fear basin plan and the NPDES permit schedule has revealed that the existing expiration dates in Cape Fear NPDES permits do not coincide with the revised permit expiration dates for the basin. This discrepancy could create unnecessary delays in the processing of over 200 permit renewals. Accordingly, the Division is changing the permit expiration dates for NPDES permits in the Cape Fear river basin. This permit modification changes the expiration date of the subject permit in subbasin 30604 to April 30, 2001. Please find enclosed the revised permit cover page. Insert the new cover page into your permit and discard the old page. All other terms and conditions contained in the original permit remain unchanged and in full effect. This permit modification is issued under the requirements of North Carolina General Statutes 143-215.1 and the Memorandum of Agreement between North Carolina and the U. S. Environmental Protection Agency. In accordance with the modification of the permit expiration date, the new due date for your renewal application is November 1, 2000. Renewal application forms will be sent to you approximately 6-8 weeks in advance of the new due date or you may download the forms from the NPDES web site at http://h2o.enr.state.nc.us/NPDES/documents.html. You will need to download Short Form D. If you have already submitted a permit renewal form, there is no need to submit any other forms to the Division; the application will be processed during the renewal period for your subbasin. If any part of this permit modification are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be a written petition conforming to Chapter 150B of the North Carolina General Statutes, filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding. If you have any questions concerning this permit modification, please contact Natalie Sierra at (919) 733-5083, extension 551. Sincerely, rA Kerr T. Stevens cc: Central Files Raleigh Regional Office, Water Quality Section Point Source Compliance Enforcement Unit 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone (919) 733-5083 FAX (919) 733-0719 An Equal Opportunity Affirmative Action Employer VISIT USONTHEINTERNET@http:#h2o.encstate.nc.us/NPDES ,4 Permit NCO051331 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Chapel Hill West is hereby authorized to discharge wastewater from a facility located at the Tower Apartments Jones Ferry Road Chapel Hill Chatham County to receiving waters designated as an unnamed tributary to Meadow Branch in the Cape Fear River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof. This permit shall become effective September 1, 2000. This permit and authorization to discharge shall expire at midnight on April 30, 2001. Signed this day August 18, 2000. (4� .1d 'it' Kerr T. Stevens, ffirector Division of Water Quality By Authority of the Environmental Management Commission Don Willhoit Tele:(919) 942-2571(H) 203 Lexington Rd. 962-5724(0) Chapel Hill, NC 27516 Fax: 942-1020(H) June 13, 1997 NC DEHNR DEM P.O. Box 29535 Raleigh, NC 27626 Attn: Permits Section Enclosed is my check to renew permit NC0051331. If possible, I would like to prorate this for the period until the permit, now under review, is issued for a new spray irrigation system. Thanks. Sincerely, Aon JEtY9 State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director Mr. Don Willhoit Chapel Hill West 203 Lexington Road Chapel Hill, North Carolina 27516 Dear Mr. Willhoit: [D FE April 12, 1996 Subject: NPDES Permit Issuance Permit No. NCO051331 Tower Apartments Chatham County In accordance with the application for a discharge permit received on October 10, 1995, the Division is forwarding herewith the subject NPDES permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection Agency dated December 6, 1983. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina 27611-7447. Unless such demand is made, this decision shall be final and binding. Please take notice this permit is not transferable. Part II, EA. addresses the requirements to be followed in case of change in ownership or control of this discharge. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Environmental Management or permits required by the Division of Land Resources, Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Susan Robson at telephone number (919) 733-5083, extension 551. Sincerely, Original Signed By David A. Goodrich A. Preston Howard, Jr., P.E. cc: Central Files Raleigh Regional Office Mr. Roosevelt Childress, EPA acllity Assessment Unit' P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer 50% recycled/ 100% post -consumer paper Permit No. NCO051331 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL MANAGEMENT PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Chapel Hill West is hereby authorized to discharge wastewater from a facility located at Tower Apartments Jones Ferry Road Chapel Hill Chatham County to receiving waters designated as an unnamed tributary to Meadow Branch in the Cape Fear River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, and IV hereof. This permit shall become effective May 1, 1996 This permit and authorization to discharge shall expire at midnight on February 28, 2001 Signed this day April 12, 1996 Original Signed By David A. Goodrich A. Preston Howard, Jr., P.E., Director Division of Environmental Management By Authority of the Environmental Management Commission Permit No. NC0051331 SUPPLEMENT TO PERMIT COVER SHEET Chapel Hill West is hereby authorized to: 1. Continue to operate a 0.0016 MGD wastewater treatment facility consisting of two existing 1200 gallon septic tanks, subsurface sand filter, chlorination, chlorination tank, and cascade aerator located at Tower Apartments, Jones Ferry Road, Chapel Hill, Chatham County (See Part III of this Permit), and 2. Discharge from said treatment works at the location specified on the attached map into an unnamed tributary to Meadow Branch which is classified Class WS-IV NSW waters in the Cape Fear River Basin. CBJe is mo i - 7 �o 2 1�7 if • ,' �t:' 1, �.� I -� ,� ( �1i/( v _ � �:.�t' N.. r i 1 ! / J. `i�� :.1� �'��� I C - rylV ��il I ._ •�i' ��%�_-)1�V"�`(�� `a�i� �'•�Ih. 1'd'.nd,lt-i lJ1)i�'�il'�` N . _)1 ll iI (0 J 1. J\\-��i/n � � /j��l�~� 1l` �� J��/�/ —� I � \ P U \ \� ^�• �C�t �-.�-' A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NCO051331 During the period beginning on the effective date of the permit and lasting until December 31, 1996, the Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Flow BOD, 5 day, 200C Total Suspended Residue NH3 as N Dissolved Oxygen" Fecal Coliform (geometric mean) Total Residual Chlorine Temperature Conductivity Total Nitrogen (NO2+NO3+TKN) Total Phosphorus Discharge Limitations Monthly Ava. Weekly Avg. Daily Max 0.0016 MGD 30.0 mg/I 45.0 mg/1 30.0 mg/I 45.0 mg/I 200.0 /100 ml 400.0 /100 ml Monitoring Requirements Measurement Sample 'Sample Frequency Type Location Weekly Instantaneous I or E 2/Month Grab E 2/Month Grab E 2/Month Grab E Weekly Grab E, U, D 2/Month Grab E, U, D 2/Week Grab E Weekly Grab U,D Weekly Grab U. D Weekly Grab E Weekly Grab E * Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream ** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/1. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0051331 During the period beginning on the effective date of the permit and lasting until December 31, 1996, the Permittee is authorized to discharge from outfall(s) serial number 001. (Continued) Effluent Characteristics Discharge Limitations Monitoring Requirements Units (specify) Measurement Sample 'Sample Monthly Avg. Weekly Avg. Daily Max Frequency Type Location Temperature Daily Grab A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April I - October 31) Permit No. NCO051331 During the period beginning on January I, 1997 and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Flow BOD, 5 day, 200C Total Suspended Residue NH3 as N Dissolved Oxygen" Fecal Coliform (geometric mean) Total Residual Chlorine Temperature Conductivity Temperature Total Nitrogen (NO2+NO3+TKN) Discharge Limitations Monitoring Requirements Measurement Sample 'Sample Monthly Avg. Weekly Avg. Daily Max Frequency Type Location 0.0016 MGD Weekly Instantaneous I or E 30.0 mg/I 45.0 mg/I 2/Month Grab E 30.0 mg/I 45.0 mg/I 2/Month Grab E 2.0 mg/I 2/Month Grab E Weekly Grab E, U, D 200.0 /100 ml 400.0 /100 ml 2/Month Grab E, U, D 17.0 µg/I 2/Week Grab E Weekly Grab U,D Weekly Grab U, D Daily Grab E Weekly Grab E ' * Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream ** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April I - October 31) Permit No. NC0051331 During the period beginning on January 1, 1997 and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number 001. (Continued) Effluent Characteristics Discharge Limitations Monitoring Requirements Units (specify) Measurement Sample 'Sample Monthly Avg.. Weekly Avg. Daily Max Frequency Type Location Total Phosphorus Weekly Grab E A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 -March 31) Permit No. NCO051331 During the period beginning on January 1, 1997 and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristics Flow BOD, 5 day, 20°C Total Suspended Residue NH3 as N Dissolved Oxygen" Fecal Coliform (geometric mean) Total Residual Chlorine Temperature Conductivity Temperature Total Nitrogen (NO2+NO3+TKN) Discharge Limitations Monitoring Requirements Measurement Sample 'Sample Monthly Avg. Weekly Avg. Daily Max Frequency Type Location 0.0016 MGD Weekly Instantaneous I or E 30.0 mg/I 45.0 mg/I 2/Month Grab E 30.0 mg/I 45.0 mg/I 2/Month Grab E 4.0 mg/I 2/Month Grab E Weekly Grab E, U, D 200.0 /100 ml 400.0 /100 ml 2/Month Grab E, U, D 17.0 µg/I 2/Week Grab E Weekly Grab U,D Weekly Grab U, D Daily Grab E Weekly Grab E * Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream ** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NCO051331 During the period beginning on January 1, 1997 and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number 001. (Continued) Effluent Characteristics Discharge Limitations Monitoring Requirements Units (specify) Measurement Sample `Sample Monthly Avg. Weekly Avg. Daily Max Frequency Type Location Total Phosphorus Weekly Grab Part III Permit No. NCO051131 E. Nutrient Condition for Permits Without Phosphorus Limits This permit may be modified, or revoked and reissued to include an effluent limitation on nutrients for this discharge depending upon the following: I. The findings of a study by the Division of Environmental Management determine nutrient control is necessary. 2. Local actions do not successfully reduce the nutrient loading on the receiving waters. 3. The onset of problem conditions in the receiving waters. PART IV ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE REQUIREMENTS A. The permittee must pay the annual administering and compliance monitoring fee within 30 (thirty) days after being billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 2H .0105(b)(4) may cause this Division to initiate action to revoke the permit. Staff Review and Evaluation NPDES Wastewater Permit FACILITY INFORMATI Facility Chapel Hill West -Tower Apts. NPDES No. NC0051331 Design Flow (MGD) 0.0016 Facility Class I STREAM CHARACTERISTICS Stream Name UT Meadow Bra - Stream Class WS-IV NSW Drainage Area (miz) 0.1 S7Q10 (cfs) 0 W7Q10 (cfs) 0 30Q2 (cfs) 0 [WC (%) 100 Proposed Changes Parameters Affected Basis for change(s) Monitoring Frequencies TRC, Temp, 213.0500 rules Compliance Schedule: Special Condition(s): Nutrient lang. Permits & Engineering Comments: The permittee is working with consultants on a non -discharge system for this facility. RRO recommended by memo that the permit be allowed to expire. P&E recommends that the permit be renewed with existing limits until January 1, 1997, and current zero flow policy stating that by 1/l/97 the facility will have to meet 5/2, 10/4 limits if it is not off-line. Region: Please comment on the appropriateness of the proposed date of 1/1/97. Pneparedby: tOLyoa, 7 . Regional Office Evaluation and Recommendations: 7-6 9h) y , , _ /l nv e 4/ W,ZIX, i �e��r a - ac-�� �- �,� to New- d se, ✓io,�/�/;/a�� iie c f.�yt� d,/C,,,�,�e/ Q/Gg2,•rQ.ri,+� /l•,-za�.-S'-601'744 Ii�'�+-,.-i. 6. s AL_/y4 -� .� / ate- .��✓c Q��//o� ,��� jeer`s / c ���.�.a�� ,Y,,.<�_ f./.J..LC �UC2e�,� �uJ'7"` Tv� /Npv�- d�C�.n�o,� _i0 P-it2 vr, f!e iS sayi—�h'eaQ ✓%7�C rod ec� d /�/ 9 PA SUS Y,�D) I.r).- n 5.� NPDES WASTE LOAD ALLOCATION PERMIT NO.: NCO051331 PERMT= NAME: Chapel Hill West -Tower Apartments FACILITY NAME: Tower Apartments Facility Status: Existing Permit Status: Renewal Major Pipe No.: 001 Minor 1 Design Capacity: 0.0016 MGD Domestic (% of Flow): 100 % Industrial (% of Flow): Comments: Refer: Basinwide / Streamline WLA File Completed By Permits & Engineering At Front Of Subbasin RECEIVING STREAM: an unnamed tributary to Meadow Branch Class: C-NSW Sub -Basin: 03-06-04 p Reference USGS Quad: R122SW (please attach) Cnnntv- Chatham Regional Office: Raleigh Regional Office Previous Exp. Date: 8/31/92 Treatment Plant Class: 1 Classification changes within three miles: No change within three miles. PLOTTED Requested by: Mack Wiggins Date: 211192 Prepared by: / , Date: Reviewed by: Date: 3oflw � � 9y �tZ % Acute/Chronic Modeler Date Rec. I # DA6 Z z 1 1, Drainage Area (mi 2) 0.1 Avg. Streamflow (cfs): C- / 7QI0 (cfs) C • O Winter 7QI0 (cfs) O- O 30Q2 (cfs) O.O Toxicity Limits: IWC Instream Monitoring: Upstream Effluent Characteristics &urumet wilitef BODS (m ) 3C NH3-N (mg/1) r✓�onii.� D.O. (mg/1) �- O TSS (mg/1) 3C F. Col. (/100 ml) 20O pH (SU)-9 t mnly yt-- �n i The facility discharges into a stream with 7Q10/30Q2=0 cfs. Removal of discharge is recommended if a more environmentally sound alternative is available at an economically reasonable cost. An engineering report evaluating alternatives to discharge is due 180 days prior to permit expiration along with the permit renewal application. As part of the report, the cost of constructing a treatment plant at the discharge point to meet limits of 5 mg/l (130135,1 mg/1 NH3, 6 mg/1 DO, and 17A/1 chlorine should also be included If there are no feasible alternatives to a surface discharge. Upon review of the results of the engineering report, the Division retains the right to reopen and modify this NPDES permit to require removal of the discharge or to revise the permit limitations within a specified time schedule. 9 Facility Name: NPDES No.: Type of Waste: Facility Status: Permit Status: Receiving Stream: Stream Classification: Subbasin: County: Regional Office: Requestor: Date of Request: Topo Quad: FACT SHEET FOR WASTELOAD ALLOCATION Request # 6749 Chapel Hill West -Tower Apartments/Tower Apartments NC0051331 Domestic - 10011b Existing Renewal UT to Meadow Branch C-NSW 030604 Chatham Stream Characteristic: Raleigh USGS # Wiggins Date: 2j1/92 Drainage Area (mi2): B22SW Summer 7Q10 (cfs): Winter 7Q10 (cfs): Average Flow (cfs): 30Q2 (cfs): IWC (%): Wasteload Allocation Summary (approach taken, correspondence with region, EPA, etc.) estimated from 02.0969.3409 unknown 0.1 0.0 0.0 0.1 0.0 100 Facility is renewing at existing flow with no change in wastewater characteristics. Facility discharges to stream with 7Q10/30Q2 = 0. Removal of discharge is recommended if a more environmentally sound alternative is available at an economically reasonable cost. Facility must submit an engineering report within 12 months of the effective date of this permit. As part of the report, the cost of constructing a treatment plant at the discharge point to meet limits of 5 mg/I BODS, 1 mg/I NH3, 6 mg/I DO, and 17 µg/I Chlorine should be included if there are no feasible alternatives to a surface water discharge. Special Schedule Requirements and additional comments from Reviewers: Recommended by: Reviewed by Instream Assessment: F�ional Supervisor`s Permits & Engineering: RETURN TO TECHNICAL SERVICES BY: MAY 12 1992 M C -"- CONVENTIONAL PARAMETERS Existing Limits: Monthly Average Wasteflow (MGD): 0.0016 BODS (mg/1): 30.0 NH3N (mg/1): monitor DO (mg/1): 6.0 TSS (mg/1): 30.0 Fecal Col. (/100 nil): 200.0 pH (SU): 6-9 Residual Chlorine (µgill): monitor Temperature (°C): monitor TP (mg/1): monitor IN (mg/1): monitor Recommended Limits: Monthly Average WQ or EL Wasteflow (MGD): 0.0016 BODS (mg/1): 30.0 WQ NH3N (mg/1): monitor DO (mg/1): 6.0 WQ TSS (mg/1): 30.0 WQ Fecal Col. (/100 ml): 200.0 WQ pH (SU): 6-9 WQ Residual Chlorine (µg/1): monitor Temperature (°C): monitor TP (mg/1): monitor IN (mg/1): monitor *Also, see Instream Monitoring Requirements (page 3). Limits Changes Due To: Change in 7Q10 data Change in stream classification Relocation of discharge Change in wasteflow Other (onsite tonicity study, interaction, etc.) Instream data New regulations/standards/procedures New facility information 5- 2 Parameter(s) Affected x Parameter(s) are water quality limited. For some parameters, the available load capacity of the immediate receiving water will be consumed. This may affect future water quality based effluent limitations for additional dischargers within this portion of the watershed. * No parameters are water quality limited, but this discharge may affect future allocations. INSTREAM MONITORING REQUIREMENTS Upstream Location: UT to Meadow Branch approximately 59 upstream of discharge pipe Downstream Location: UT to Meadow Branch approximately 50' downstream of discharge pipe Parameters: Temperature, DO, Fecal, Conductivity Special instream monitoring locations or monitoring frequencies: MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS Adequacy of Existing Treatment Has the facility demonstrated the ability to meet the proposed new limits with existing treatment facilities? Yes -7 �e- No If no, which parameters cannot be met? e:2 / Would a "phasing in" of the new limits be appropriate? Yes y No If yes, please provide a schedule (and basis for that schedule) with the regional office recommendations: A �6 A) , If no, why not? r D�� INSTREAM DATA To: Permits and Engineering Unit Water Quality Section J / 1 F r RECEIVED MAR 3 0 1992 DATE:March 26, 1992 TECHNICAL SUPPORT BRANCH a., NPDES STAFF REPORT AND RECOMMENDATIONS COUNTY:Chatham PERMIT NUMBER:N00051331 PART I - GENERAL INFORMATION 1. Facility and Address:Chapel Hill West/Tower Apartments SR 1540 2. Date of Investigation:March 25, 1992 3. Report Prepared by: S. Mitchell 4. Person Contacted & Telephone Number:Donald Willhoit 5. Directions to Site:Jones Ferry Road (SR1540) 100 M south of Orange County line in Chatham County. 6. Location of Discharge Point. a. Latitude:35 52' 04" Longitude:79 09' 39" See Attached USGS Map Extract Indicating Treatment Facility Site and Discharge Point. 'b. USGS Quad Number:D22SW USGS Quad Name:Bynum 7. Size (land available for expansion and upgrading):Yes S. Topography (including relationship to flood plain):<5% 9. Location of Nearest Dwelling:30 meters 10. Description of Receiving Stream or Affected Surface Waters. a. Name:UT to Meadows Branch b. Classification:CNSW C. River Basin and Subbasin Number:CPF 03-06-04 d. Receiving Stream Features and Pertinent Downstream Uses: None apparent. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. Description of Wastewater. - a. Type of Wastewater: _100_ % Domestic % Industrial b. Volume of Wastewater (design capacity): 0.0016 MGD c. Types and Quantities of Industrial Wastewater:NA d. Prevalent Toxic Constituents in Industrial Wastewater:NA 2. Pretreatment Program Status: In Development Approved Should Be Required XX Not Needed 3. Description of Industrial Processes and Applicable 40 CFR Parts and Subparts:NA 4. Industrial Production Rates (in appropriate mass/day units). a. Long Term Average Production Rate:NA b. Highest Monthly Production in Past 12 Months:NA C. Highest Yearly Production in Past 5 Years:NA 5. Treatment System Information. a. Status of Treatment System: XX_ Existing Proposed b. Description of Treatment System:Two 1,200 g septic tanks w subsurface sand filter, disinfection and cascade aeration. 6. Residual Solids Treatment and Disposal Method:A necessary and approved. 7. Treatment System Classification (rating sheet attached, if appropriate):Class I S. Codes. a. SIC Code:4952 b. Wastewater Code:07 ` C. Main Treatment Unit Code:440 7 9. Treatment System Compliance Status:Compliant PART III - OTHER PERTINENT INFORMATION 1. Is This Facility Being Constructed With Construction Grants Funds?No 2. Special Monitoring Requests:None 3. Additional Effluent Limits Requests:No 4. Other: PART IV - EVALUATION AND RECOMMENDATIONS Based on the review of DMR's and the general appearance and operation of the facility, the Raleigh Regional Of ce recommends the renewal of this facility's permit for a period of tme consistent with the basin policy. � \ . a-�Z? 1 Date TD:SM:sm U J 0 RATING SCALE - OP CLASSIFICATION OF FACILITIES Name of Plant.• DL3�TL /?�Ts. —�t2 ��L� WET Owner or Contact Person: bor) IJ�L�noyf Mailing Address: County:_ (—I1OTr114ry\,Telephone: NPDES Permit o. NCOO 5I SR i Nondisc. Per. No. Issue Date: 8 Expiration Date: Existing Facility �tc New Facility Rated By: S . (%lyTGn rr Date: Reviewed (Train. & Cert.) Reg. Office Reviewed (Train. & Cert.) Central Offic ORC Grade Plant Class: (circle one) 1 II III IV Total Points ) ITEM POINTS (5) SECONDARY TREATMENT UNITS (1) Industrial Pretreatment Units and/or Industrial (a) Carbonaceous Stage (i)Aeration - High Purity Oxygen System Pretreatment Program (see definition No. ..... Diffused Air System ........... 20 10 (2) i2.ETl� FLOW OF PLANT IN GPD( 4 Mechanical Air System (fixed, (not applicable to non -contaminated cooling waters, sludge floating or rotor) .............. 8 handling facilities for wafer purification plants, totally Separate Sludge Reaeration ..... (if) Trickling Filler 3 closed cycle systems (del. No. 11), and facilities consisting only of Item (4) (d) or Items (4) (d) and (11) (c() High Rate ................... 7 0 -- 20,000.......... 1 Standard Rate ............... 5 20.001 -- 50,000........ """""-"•...• 2 Packed Tower ............... 5 (if!) Biological Aerated Filler or Aerated 100,001 -- 250.000 .......................... 4 Biological Filter ...................... 10 250.001 -- 500,00o.......................... 5 (iv) Aerated Lagoons...................... 10 500.001--1,000,000 .......................... 1,000,001 -- 2,000,000 ........................ 8 10 (v) Rotating Biological Contactors .......... 10 2.000.001 (and up) - rate 1 point additional for each (vi) Sand Fillers- 200,000 gpd capacity up to a intermittent biological 2 maximum of 30 Design Flow (gpd) .... recirculating biological .. , 3 (3) PRELIMINARY UNITS (see definition no. 32) (vii) Stabilization Lagoons ................... 5 (a) Bar Screens.......... """" 1 (viii)clarifier .............................. 5 • • • • • • • • • - • • • or (ix) Single stage system for combined (b) Mechanical Screens, Static Screens or carbonaceous removal of SOD andnitrogenous Comminuting Devices ....................... 2 removal by nitrification . (c) Gdt Removal ..:............................ 1 (see def. No. 12) (Points for this item or have to be in addition to items (5) (a) - (d) Mechanical Aerated Grit Removal 2 (i) through (5) (a) (v'iii) ................. B ........... (e) Flow Measuring Device ....................... 1 (x) Nutrient additions to enhance BOD or removal............................... 5 (f) Instrumented Flow Measurement 2 (xi) Biological Culture ('Super Bugs') addition .............. ' (g)Preaeralion....... 2 to enhance organic compound removal ..... 5.......................... (b) Nitrogenous Stage (h) Influent FIowEqualizalion ................... 2 (i) Aeration - High Purity Oxygen System ..... 20 (i) Grease or Oil Separators - Gravil y • .. • • • " 2 Diffused Air System ........... 10 Mechanical ...... 3 Mechanical Air System (fixed, Dissolved Air Flotation. 8 floating, or rotor) ..... . . . • • . • 8 G) Prechlorination .............................. 5 Separate Sludge Reaeration ..... 3 (ii) Trickling Filler - (4) PRIMARY TREATMENT UNITS High Rate .............. 7 Septic Tank (see definition no. 43)..:........... Standard Rate ............(a) 5 (b) Imhoff Tank 5 Packed Tower............ 5 .................................. (c) Primary Clarifiers 5 (fii) Biological Aerated Filler or Aerated ............................ (d) Settling Ponds dr Settling Tanks for Inorganic Biological Filter .................... . • • • - (vRotating Biological Conlaclors 1 o Non -toxic Materials (sludge handling facilities ............ (v) Sand Filler - 1 0 for water purification plants, sand, gravel, stone, and other mining operations except intermittent biological ........ 2 recreational activities such as gem or gold recirculating biological ........ (vi) Clarifier 3 mining) ...................................... 2 ................................ 5 � s � (6) TEETPARY OR ADVANCED TREATMENT UNIT (a) Activated Carbons Beds - : without carbon regeneration .................. with carbon regeneration .................... (b) Powdered or Granular Activated Carbon Feed - without carbon regeneration ................. with capon regeneration ..................... (c) Air Stripping .......................: ... . (d) Denitrilication Process (separate process) .... . (a) Eledrodialysis .............................. (t) Foam Separation ............................. (g) Ion Exchange ........ :........................ (h) Land Application of Treated Effluent (see definition no. 22b) (not applicable for sand, gravel, stone and other similar mining operations) (i) on agriculturally managed sires (See del. No. 4) ................................... (ii) by high rate infiltration on non -agriculturally managed sites (includes rotary distributors and similar fixed nozzle systems) ........... (iii) by subsurface disposal (includes low pressure pipe systems and gravity systems except at plants consisting of septic tank and nitriiica- tion lines only) ............................. (i) Microscreens.................................. (j) Phosphorus Removal by Biological Processes (10) CHEMICAL ADDITION SYSTEM (S) (See definition No. 9) 5 (not applicable to chemical additions rated as item 7 5 (3) (j). (5) (a) (xi). (6) (a). (6) (b). (7) (b)• (7) (a). (9) (a), (9) (b), or (9) (c) 5 points each: List: 5 75 5 10 5 5 5 10 4 4 5 (See def. No. 26) ............................ 20 (k) Polishing Ponds - without aeration ....... 2 with aeration .......... 5 (I) Post Aeration - cascade .............. diffused or mechanical ... 5 (m) Reverse Osmosis ............................. Fillers low rare 62 (n) Sand or Mixed -Media - ........... . high rate .......... 5 (o) Treatment processes for removal of metal or cyanide.................................... 15 (p) Treatment processes for removal of toxic materials other than metal or cyanide ......... 15 I SLUDGE TREATMENT (a) Sludge Digestion Tank - Healed ............... 10 Aerobic ............... 5 Unheated ............. 3 (b) Sludge Stabilization (chemical or thermal) ....... 5 (c) Sludge Drying Beds - Gravity ................. 2 Vacuum Assisted ........ 5 '(d) SludgeEluldalion............................. 5 (a) Sludge Conditioner (chemical or thermal) ........ 5 (f) Sludge Thickener (gravity) ...................... 5 (g) Dissolved Air Flotation Unit (not applicable to a unit rates as (3) (i) ......... 8 (h) Sludge Gas Utilization (including gas storage) .... 2 (i) Sludge Holding Tank - Aerated ................ 5 Non-seraled ............ 2 (j) Sludge Incinerator - (not including activated - carbon regeneration) .. 10 (k) Vacuum Filter, Centrifuge or Filter Press or other similar dewalering devices .................... 10 (8) SLUDGE DISPOSAL (including incinerated ash) (a) Lagoons ........................................ 2. (b) Land Application (surface and subsurface) (see definition 22a) -where the facility holds the land app. permit . . 10 -by contracting to a land application operator who holds the land application permit .............. 2 by a contractor who doe -land application of sludge not hold the permit for the wastewater treatment - facility where the sludge is generated ......... 10 (c) Landfilled(burial) ............................. 5 (9) DISINFECTION - (a) Chlorination ............................. 5 (b) Dechlorirlation ..:..................... 5 (c) Ozone .............................. 5 (d) Radiation .......................... 5 5 5 5 (11) MISCELLANEOUS UNITS (a) Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials including wastes from mining operations containing nitrogen and/or phosphorous compounds in amounts significantly greater than is common for domestic waslewaler .......... 4 (b) Effluent Flow Equalization (not applicable to storage basins which are inherent in land application systems). 2 (c) Stage Discharge (not applicable to storage basins inherent in land application systems ....................................... 5 (d) Pumps.................................. -............ ............................................ _..... 3 (a) Stand -By Power Supply.................................................................. 3 (I) Thermal Pollution Conlrol Device ............................................. 3 TOTAL POINTS CLASSIFICATION Class I ......................................................... 5 - 25 Points s 1........................................................ 26- 50 Points Class III ....................................................... 51- 65 Points Class IV ........................................................ 66- Up Points Facilities having a rating of one through four points, inclusive, do not require a certified operator. Classification of all other facilities requires a comparable grade operator in responsible charge. Facilities having an activated sludge process will be assigned a minimum classification of Class II. Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class IL Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class III. In -plant processes and related control equipment which are an integral part of industrial production shall not be considered waste treatment. Likewise, discharges of wastewater from residences having a design flow of 1.000 gpd or less, shall not be subject to rating. ADDITIONAL COMMENTS: PERMIT NO.: NCOO 5133f FACILITY NAME: Facility Status: EXIS IN (circle one) Permit Status: AL (circle one) NPDES WASTE LOAD ALLOCATION 1 ve MMIRCAnON UNPETIMMED NEW MaJor Minor Pipe No: ('�) O 1 Design Capacity (MGD): 0' 0 o Domestic (X of Flow): Industrial (X of Flow): Comments: RECEIVING STREAM: �L(LdgJ i/✓C Class. Ci AfSIJ Sub -Basin: yyt4 Reference USGS Quad: (please attach) County: ii�G Y �Oln+1 Regional Office: As Fa Mo Ra Wa Wi WS (eircle ese) Requested By: --1 LJ "`1�(^� `�-Date: Prepared By:Z� P r Date: Reviewed By: nn Date: Modeler Date Rec. # 'Scv � a� 81 3595 Drainage Area (mi 2) / L( Avg. Streamf low (cfs): <0•1 7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs) C' Toxicity Limits: IWC % (circle one) Acute / Chronic Instream Monitoring: Parameters Upstream Location Downstream — Location Effluent Characteristics Summer Winter BODS (mg/1) NHj N (mg/1) D.O. (mg/1) (o TSS (mg/1) 3 u F. Col. (/100ml) (000 pH (SU) (P q I...:I:M:I:T'S WI:::PE: EA!:iI:::I:) UPON DIVISION PR'C)CAH:1:)1.1PE:5 1::0ld 1:7I!iif:a-IF9f:Oliia.!:i TO I...(:7W I'71... f:7W !:i'T'f:I:::Fd M!:i . FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW Effluent Characteristics Monthly DailyAverage Maximum Comments Type of Product Produced I Lbs/Day Produced I Effluent Guideline Reference a Wi --i------------ WASTELOAD ALLOCATION APPROVAL FORM �erM;l 1�w+,bc,r KCoos133, Request No. :3985 Facility Name : CHAPEL HILL WEST -TOWER APTS. Type of Waste : DOM Status : EXISTING Receiving Stream : UT MEADOW BRANCH Stream Class : C Subbasin : 030604 County : CHATHAM Drainage Area (sq mi) : <.1 Regional Office : RALEIGH Summer 7Q10 (cfs) : 0. Requestor : SHANKLIN Winter 7Q10 (cfs) : 0 Date of Request : 4/24/87 Average Flow (cfs) : C.l Quad : D22SW 30Q2 (cfs) : 0 EFFLUENT LIMITS Wasteflow (mgd): .0016 5-Day BOD (mg/1): 30 Ammonia Nitrogen (mg/1): nr Dissolved Oxygen (mg/1): 6 TSS (mg/1): 30 Fecal Coliform (#/100ml): 1000 PH (SU): 6-9 MONITORING Upstream (Y/N): N Location: Downstream (Y/N): N Location: MAY 81987 iZAlEititt ;;'U10NAL UFFICE ---------------------------------- COMMENTS ---------------------------------- LIMITS REMAIN UNCHANGED. LIMITS ARE PER DIVISION PROCEDURE PERTAINING TO LOW FLOW STREAMS. RECOMMEND REMOVAL OF THE DISCHARGE. -Recommend Itm,ts be loWeVe-8-}o�n ,ecouv'aegg%rQVVIovR1 �e- C�'�sc1�a w�I��✓i 1"litls?�t- 1�-. IJ�r1�v;eh-� sev*sr-i-ivy UJ aF eve- 'Re_Co,M wievt d o r� k+0 r , h `� �v vea A-ok l �h(3:S quo vus -1Jo Lirhi-4-. (a� Pew ,S%o� `�-InC�) 1 Reviewed by: Recommended by Tech. Support Supervisor` D Regional Permits & E Water Quality Section Chief Date Date S 13 $ Date S4/4 /k > Date %Q Date JUN 13 1987 Engineer Date Rec. # NPDES WASTE LOAD ALLOCATION - Facility Name: N M Pr.ft" �, Date: Existing Permit No.: A1�-cn`1k7, Pipe No.: OI County: 41- Proposed 0 ° G00 Design Capacity (XGP-): U-0 0 Industrial (% of Flow): O Domestic (% of Flow): � 0 0 Receiving Stream: U T• .Lc. me,L � D.a..cLClass: G Sub -Basin: ts3 - O4 r' 04 Reference USGS Quad — (Please attach) Requestor: L a ♦a G o ,• Regional Office (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp.: 1;45 A Drainage Area: 01 Avg. Streamflow: 7Q10: —Winter 7Q10: — 30Q2: oD Location of D.O.minimum (miles below outfall): _ Slope: Velocity (fps):J 200C); Z oZ D K2 (base e, per day, 200C):_CZ0 - _ 0 K1 (base a, per day, Effluent Characteristics Monthly Average Comments ?,DD. ! -8.5 Effluent Monthly Characteristics Average Comments Original Allocation Revised Allocation Date(s) of Revision(s) Q (Please attach previous allocation) C rmation �VP epared By: Reviewed By: 6 J Date:(71 For Appropriate Dischargers, list Complete Guideline .limitations Below 'Effluent Monthly Maximum Daily Characteristics Average Average Comments Type of Product Produced Lbs/Day Produced ILEffluent Guideline Reference - - - 31ViI-- ----- -- - -_ --- �-: - - �����d7 31 V 4z�yy�' �J�✓yJ' ' .'J0103`JIII NOISIAIiI : Asi i13r10`JddV d39VNVW SiIW'J3d JOSIfy3df15 lalloioim df10'!O ONIl3QOW"JOSIA`J3dns ?M 3110 W :A9 I3QN3WWO33`J ONV 113M3IA3d i13f1SSI AisnoIAT`d 3SOH1 JO ( ) NOIiVWdLdNO3 ( ) NOISIA3J : 38V S1IWIl ( 7 M3N ONIISIX3 ( ) 1I3S0d0`Jd : SI AJ.IlIOVJ :k�'7k�7n�6:%:N:%A•'�I)KH;:K�*5"n�:>X8:?I��K8:�F8;�V:�F:*M>k9F�kXc�;7k�k�k%:���I:*#?k�k�h°>k�1:�Y>}:�k�W&:��k.��#>Y::k7k9i.�k$.':f:�%�>f:�f:�k�<:�, %k7Kk:$: 0£ : (i/OW) S61 OOOT :(IWOOT/) W`JOJI-103 1V333 'WV3'JiS OTU] 0 918-9 : (f1S) Hd V SI in 3H1 35l1V03g a3'jinI38 9 : (I/OW) '0`11 SI OiI 3/9W 9 3FI1 ' JAI hl0iIV3W - : (-I/OW) N-£HN NO 3dOlS d331S 3H1 JO 3snV333 02 : (3/914) 9-Q0ffL Q3MO11V 3'JV SiIWI-I A'JVQNO33S 9T00'0 : (IIOW) (S)MOIJ31SVM S1IWI-I 1N3n-IAJ3 1I3QN3WW003!J 0: SSVlO WV3:i1S S.J3 : zoo-L 40-90-£0 : NISV+38f1S NIM1I00 S`Ja3 : `JO1S3f1 Td 'IW'o5 OT'0 SJ3 : OTOLM ''JH MOQV3W in Ii 0 I 3l a'J WVHIVH3 3I1S3WOQ V3'JV 30VNIV:.IiI SJ3 0 : OTOL WV3`J1S ONIAI333N 33IJAO 110NOIO3::1 31SVM JO 3dA1 S3I193•JOJd W 8 H 3WVN AIIII3VJ 'X#P�Fk� kkkk� K Mk*kkki WdOJ -IVnOaddV P:OIIVOOl3V 11V0331SVM *kkk � kkki*k*#kK*Kk* 92£ 'Oid 1S3nomi M Illow 03 -00 -0�1 fo/d/aZ _ D 22 5uJ A4 D�� 5 l oc. e -�r�_ D Qom+ FUo v T- /5 500 m B U56-5 OZ-04bq 9`/0 y5 D R + 343 /. 3 you OA C9 94 r 14 i MODEL SUMMARY DATAM DISCHARGER : H AND M PROPERTIES SUYBASIN : 03-06-04 RECEIVING STREAM : UT MEADOW BR STREAM CLASS: C 7010 : 0 CFS WINTER 7010 : CFS DESIGN TEMPERATURE : 25 DEGREES C. WASTEFLOW : 0.0016 MGD ILENGTHISLOPE I VELOCITY (DEPTH I K1 I Kr I Kn I K2 I Oro I --------------------------------------------------------------------------------- IMILES IFT/MI I FPS I FT I /DAY I/DAY I/DAY I/DAY ICFS/MII SEGMENT 1 I I I 1 0.151200.001 0.10 I 1 0.09 I 1 1.26 I 1 1.26 I 1 0.00 I 140.14 I I 1 0.00 1 REACH -----------------------•---------------------------------------------------------- 1 1 1 1 1 1 1 1 1 1 1 SEGMENT 1 I I I 1 1.301 77.001 0.10 I 1 0.19 I 1 0.34 I 1 0.84 I 1 0.00 I 115.45 I I 1 0.00 1 REACH ----------------•-------------------------------------------------------------- 2 1 1 1 1 1 1 1 1 1 1 ALL RATES ARE AT 25 DEGREES C. These Q's qrc C416WAtLAO WIC-RIVOJ)VU'S heul ern. DISCHARGER 2 H AND M PROPERTIES RECEIVING STREAM Y UT MEADOW PR WASTEFLOW 0.0016 MGD (114 MG/L HOD-ULT) SEG NO 1 REACH I SEG MI I DO I CHOD I NHOD I FLOW I 1 I 1 1 0.001 6.001 114.001 0.001 0.001 1 I 1 1 0.051 5.231 109.701 0.001 0.001 1 1 1 1 0.101 5.091 105.561 0.001 0.001 1 I 1 I 0.151 5.151 101.581 0.001 0.001 1 1 2 1 0.151 7.451 6.711 0.001 0.051 1 1 2 1 0.251 7.811 6.371 ❑.001 0.051 1 1 2 1 0.351 7.961 6.051 0.001 0.051 1 1 2 I 0.451 8.031 5.741 0.001 0.051 1 1 2 1 0.551 8.071 5.461 0.001 0.051 1 1 2 1 0.651 8.101 5.181 0.001 0.051 1 1 2 1 0.751 8.111 4.921 0.001 0.051 1 1 2 1 0.851 8.131 4.671 0.001 0.031 1 1 2 1 0.951 6.141 4.441 0.001 0,051 1 1 2 1 1,051 8.161 4.221 0.001 0.051 1 1 2 1 1.151 8,171 4.001 0.001 0.051 1 1 2 1 1.251 8.181 3.801 0.001 0.051 1 1 2 1 1.351 8.191 3.611 0.001 0.051 1 1 2 1 1.451 8.201 3.431 0.001 0.051