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Home My WebLink AboutWQ0013402_Application_19970127State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director A4 1: DEHNF1 January 27, 1997 MR. BOBBY B. TEAGUE TOWN OF SOUTHERN PINES 140 MEMORIAL PARK COURT SOUTHERN PINES, NORTH CAROLINA 28387 Dear MR. TEAGUE: JAN 3 0 1997 FWEl'TEVUE E.G. lei RGE &Qo(313yOa Subject: Application No. WQ0013492' Talamore Sewers -Public Moore County The Division's Permits and Engineering Unit acknowledges receipt of your permit application and supporting materials on January 27, 1997. This application has been assigned the number listed Your project has been assigned to Rick Moore for a detailed engineering review. Should there be any questions concerning your project, the reviewer will contact you with a request for additional information. Be aware that the Division's regional office, copied below, must provide recommendations from the Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the Division. If you have any questions, please contact Rick Moore at (919) 733-5083 extension 527. If the engineer is unavailable, you may leave a message on their voice mail and they will respond promptly. PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS PROJECT. Sincerely, Cole- n H. S ins, P.E. Supervisor, Permits & Engineering Unit cc: Fayetteville Regional Office Hobbs, Upchurch & Associates, P.A. Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer RECEIVED NOV 2 0 1996 State of North Carolina FAYL—TTEVILLF Department of Environment, Health, and Natural Resources `'• OFFICE Division of Environmental Management Non -Discharge Permit Application (THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) XTENN PUMP TAT ONSEAND PRESSURE SKWERS I. GENERAL INFORMATION: 1. Applicant (corporation, individual, or other): Town of Southern Pines 2. Print Owners or Signing Official's Name and Title (the person who is legally responsible for the facility and its compliance): Bobby B. Teague, P.E. Director of Public Works 3. Mailing Address: Town of Southern Pines, 140 Memorial Park Court City: Southern Pines State: NC Zip: 28387 Telephone No.: 919 ) 6 9 2 -19 8 3 4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.): Talamore villas - Phase 4 5. Applicationbate: November 19 1996 6. Fee Submitted: S 400.00 %A County where project is located: Moore County II. PERMIT INFORMATION: 1. Permit No. (will be completed by DEM): 2. Specify whether project is: X new; renewal*; modification. *If renewal, complete only sections I through III and applicant signature (on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer signature not required for renewal. 3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit number and issue date 4. Specify whether the applicant is x public or private. FORM: GSPS 4/91 Page 1 of 10 GRf. A Y SEWER EXTENSION & PUMP STATION PAGE 2 (4/91) III. INFORMATION ON WASTEWATER: 1. Nature of Wastewater: 100 % Domestic; % Commercial; % Industrial; % Other waste (specify): 2. Please provide a one or two word description specifying the origin of the wastewater, such as school, subdivision, hospital, commercial, industrial, apartments, etc.: Residential Subdivision 3. Indicate any parameter. (and its concentration) that will be greater than normal domestic levels: Nnnp 4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving wastewater treatment facility? N/A 5. Volume of wastewater generated by this project: 28,000 gallons per day 6. Explanation of how wastewater volume was determined: 100 2-Bedroom villas @ 240 GPD, plus 4,000 GPD clubhouse = 28,000 GPD IV. DESIGN INFORMATION: 1. Brief project description: 8 - inch gravity sewer collection system, _1 duplex temporary Pumping station and 2-1/2" inch force main discharging to eravity sewer outfall 2. Name of wastewater treatment facility receiving wastewater. Moore County Taste Water Treatment Plant a. Facility permit no.: NPDES NC 0037508 b. Engineer should provide statement of his evaluation of downstream sewers to accept the wastewater: Adequately sized to accept this increase in flows 2 of 10 PAGE 3 (4/91) 3• Summary of sewer Pipe by diameter size and pipe material. Indicate he factor oliN facto is used and circle C or N below: 0.013 re whether C Length (in.) (Lin. t) Material Facc� Min. pe % Slop % Minimum Pe Velocity (fps) 8 1135 DIP 0 PVC �r3 -00. 7.24 2,4 1.00 "— Max. Minimum Vel.(fps) Cover (in) 9.1 36 3.4 36 NOTE: The nummum velocity must not be less than 2 fps. For public sewers the minimum diameter is 8 inches. 4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be as follows: a. 36 feet separation for slopes of 21 % to 35%; b. 24 feet separation for slopes of 36% to 50%; -c. 16 feet separation for slopes of 50% and greater. For velocities greater than 15 fps, it is strongly recommended that measures be considered which will protect the sewers and manholes from erosion. For velocities greater than 20 fps, erosion control measures must be specified For any excessive slopes or velocities that will occur in any sewer line segment, what measures have been taken to protect the sewer pipe and manholes? N/A 5. Maximum sewer reach length between manholes: U linear feet. 6. This sewer line segment occurs between manhole no. 2-1 and manhole no. 2 - 2 7. Does the owner/operator have the ability to clean this length? x Yes No. 8. Sewer subject to existing or planned traffic bearing loads? x Yes If yes, what measures are being taken to enable the sewers to withstand the loads? Adequate cover, bedding and compaction specified for loads 9. Outside drop manholes are provided where invert separations exceed: 2.0 feet. 10. Identify (by manhole number) those manholes that have drop connections: 2 3 of 10 GRA VIT : .,EWE-R EX'IENSION &, PUMit S,I ATiON . PAGE 4 (4/91) 11. Maximum allowable infilaudon/exfiltration test rate: 100 Note: Must not exceed 200 GPD/ pipe dia. in./ mile. GPD/ pipe dia. inJ mile. 12. Minimum separation distances as shown on the plans or addressed in the specificaaons; a) 100 R. horizontal separation from wells or other water supplies? X Yes _ No b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? x Yes —No c) 10 fL horizontal separation from water mains or 18 in. vertical separation (water over sewer) or ferrous pipe specified? X ' Yes _ No 13. Are manholes subject to flooding? _Yes X No 14. If yes, are manhole rim elevations 1 foot above 100-year flood level, —Yes —No (100 Year flood elevation should be indicated on plans) 15. Or are manholes watertight and vented 1 foot above the 100-year, flood elevation ( should be shown on plans): —Yes — No 16. Identify (by manhole number) those manholes that are vented: N/A 17. Does this project involve any stream crossings? _ yes g no. If yes, what precautions or special features have been utilized to ensure protection of the sewer line and not restrict stream flow? Identify the sheet of the plans and station number where stream crossings are located: 4 of 10 UKAWITNEWER V. PVMP STATION INFORMATIONGE 5 of 10 (4/91) & PUMP STATION 1. Pump Station No.: 1 (A separate sheet V.1 through V.15 should be submitted for each pump station) 2. Name of closest downslope surface waters: Reservoir Park Lake 3. Classification of closest downslope surface waters: (as established by the Environmental Management Commission & specified on Apage 6 of this applic.). 4. If a power failure at this pump station could impact waters classified as WS, SA, B. or SB, describe which of the measures are being implemented to prevent such impact, as required in 15A NCAC 2H .0200: Telephone dialer to call when power is n„t, and r_repticale provided for connecting in Town's portable emergency 5. Whgenerator. at size pumps are provided? 50 GPM 6. How many Pumps are provided? 2 7. What is the maximum capacity of the pump station? 28,000 GPD 8. What is the design total dynamic head? 69 feet 9. How many pumping cycles will occur at the design flow rate? 1.71 cycles per hour 10. Check if provided at pump station: Alternate Power Source Wet Well Vented with Screen X Fillets in Wet Well X Check Valves and Gate Valves X Security Fencing Lockable Wet Well Cover Area Light X 110V Electrical Convenience Outlet _ X Flood/Buoyancy Protection X High Water Alarm X Audible and Visual �— Auto Dialer 11. Summary of force train (by diameter size and pipe material): Diameter Length Pipe High Low Minimum Maximum Minimum (Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in) 2-?/2 2,050 PVC 411.0 382.0 3.35 6.7 36 12. Are air release valves provided at all high points along the force main (must be provided where the elevation difference exceeds 10 feet)? yes _ no N/A 13. Is dun station subject to flooding? being taken to protect against flooding? yes x no. If yes, what measures are 14. If subject to flooding, specify the 100-year flood elevation: N / A Feet MSL 15. Are there existing or planned pump stations downstream of this station? X yes _ no If yes, the engineer shall evaluate the ability of those pump stations to adequately handle the subject flows. 5 of 10 .t1 V a .. .3r: r� a. .. a:1V,y_ ... dC eiAVW S i A, lUiN PAGE 6 (;/91) TO: REGIONAL WATER QUALITY SUPERVISOR Please provide me with the classification of the surface waters identified in number 5 below and on the attached map segment: Name of surface waters: 1A A - 11 A v t (L Classification (as established by the Environmental Management Commission): W 5 -Z Proposed Classification, if applicable: N14 �,�. • Signature of regional office personnel: Date: INSTRUCTIONS TO ENGINEER In order to determine whether provisions for dual or standby power may be required for the subject facility, the classification of the closest dowtslope surface waters (the surface waters that any overflow from the facility would flow toward) must be determined. You are required to submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the subject surface waters. You must identify the location of the facility and the closest downslope surface waters (waters for which you are requesting the classification) on the submitted map co The application may not be submitted until this form is completed and included with the submittal. I. Applicant (corporation, individual, or other): Town of Southern Pines 2. Name and Complete Address of Engineering Firm: Hobbs, Upchurch & Associates, P.A. 290 S.W. Broad St. PO Box 1737 City: Southern Pines State: NC Zip: 28388 Telephone No. 910 / 6 92 - 5 616 3. Project Name: Talamore Villas - Phase 4 4. Pump station design flow: 28, 000 GPD; 50 GPM 5. Name of closest downslope surface waters: Reservoir Park Lake - Mill Cr. 6. County(s) where project and surface waters are located: Moore County 7. Map name and date: Pi ncc n(J--- , 0RA 8. North Carolina Professional Engineer's Registration No. 10614 9. Print Name of Engineer Charles D. Heiser, P.E. 10. Seal and Signature (specify date): �.�A .. , Ile ��i!._'f' d c i 1 614 14 6 of 10 I'�'s.,yq�` •.f M EIS DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91) Asheville Regional WQ Super. 59 Wood6n Place Washington Regional WQ Super. Raleigh Regional WQ Super. Asheville. 28802 P O Box 1f07 Washington, NC 27889 3800 Barnett Dr.. Suite 101 704/251-6208 919/946-6481 Raleigh, NC 27609 919/733-2314 Avery Macon Buncombe Madison Beaufort Jones Chatham Nash Budd McDowell Bette Lenoir Durham Northampton Caldwell Mitchell Camden Martin Chowan Pamlico Edgecombe Orange Franklin Person Cherokee Polk Clay Rutherford Craven Pasquotank Currituck Perquimans Granville Vance Halifax Gahm Swain Haywood Transylvania Dace Pitt Gates Tyrell Wale Johnston Warren Henderson Yancy Greene Washington Lee Wilson Jac ion Hertford Wayne Hyde Fayetteville Regional WQ Super. Wachovia Building, Suite 714 Fayetteville. NC 28301 919/486-1541 Mooresville Regional WQ Super. 919 North Main Street Mooresville, NC 28115 704/663-1699 Wilmington Region. WQ Super. 127 Cardinal Drive Extension Wilmington, NC 28405-3845 919/395-3900 Anson Moore Bladat Robeson Ak KL-r Mecklenburg Brunswick New Hanover Cumberland Richmond Cabarru Catawba Rowan Stanly Carteret Onslow Harnett Sampson Gaston Union Columbus Pender Duplin Hoke . Scotland Bedell Cleveland Montgomery Montgo Lincoln Winston-Salem Regional WQ Super. 8025 North Point Boulevard, Suite 100 Winston-Salem. NC 27106 919/761-2351 Alatnance Rockingham Alleghany Randolph Ashe Stokes Caswell Sung Davidson Watauga Davie Wilkes Forsyth Yadkin Guilford 7 of 10 GRA ti 4, - SEWER EX; ENSION &,PUMP STATION PAGE 8 (4/91) THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF THE APPLICABLE TEEMS ARE INCLUDED WITH THE SUBMITTAL Required Items a. One original and three copies of the completed and appropriately executed application form. b. Three sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must include a general location map, a plan view of the sewer extension, a profile of the sewer extension, details on the pump station, and must show the proximity of the sewer extension to other utilities and natural features. Specifications may be omitted for delegated authorities. Each sheet of the plans and the first page of the specifications must be signed and sealed. Three copies of the existing permit if . a renewal or modification. C. Three copies of all calculations, including pump selection, friction calculations, cycle time, pump curves (including system curves applicable with one pump running, two pumps running, three pumps running, etc.), and evaluation of downstream pump stations. These items must be submitted under the signature and seal of the North Carolina Professional Engineer. d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). e. ' If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting the wastewater flow from this project is different from the applicant of the project, then a letter must be provided from the owner/authority of the WWTF specifying the volume of flow that will be accepted. The letter should be a recent letter and should refer to the project by the same name as that identified on the application and the plans/specifications. f. An Operational Agreement (original and two copies) must be submitted if the sewer extension will be serving single family residences, condominiums, mobile homes, or town houses and if the subject sewer extension is owned by the individual residents, a homeowners association, or a developer. 8 of 10 GRAVITY SEWER EXTENSION & PUMP STATION PAGE 9 (4/91) Name and Complete Address of Engineering Firm: Hobbs, Upchurch & Associates , P.A. 290 S.W. Broad St., PO Box 1737 Uty: Southern Pines State: NC Zip: 28388 Telephone No. 910 / 6 9 2 - 5 616 Professional Engineer's Certification: 1, Charles D. Heiser Phase ,attest that this application for Talamore Villas - has been reviewed by toe and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. . North Carolina Professional Engineer's Registration No. 10614 Print Name of Engineer Chia 1 is_-D . He i s a r -_.�� "�0j,1'. Seal and Signature (specify date): i 1 14 �6� CIAWO Applicant's Certification: attest that this application for Talamore Villas - Phase 4 has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned as incomplete. Signature THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT WATER QUALITY SECTION PERMITS AND ENGINEERING UNIT POST OFFICE BOX 29535 512 NORTH SALISBURY STREET RALEIGH, NORTH CAROLINA 27626-0535 TELEPHONE NUMBER: 919/733-5083 9 of 10 U&%-^ v L i Y St W LK EXTENSION PAGE 10 (4/91) %c YUmu, S;rATION, PERMIT APPLICATION PROCESSING FEES (effective October 1,1990) CAIE MY HEW APPLi[_ _A17OM RENEWALS MODIFI _A'rrnNg MODI ICATIONc MMQ Tr > 1,000,000 GPD Industrial $400 $300 Domesdc/Cooling Water $400 $300 10,001 - 1,000,000 GPD Industrial $400 $250 Domestic/Cooling Water $400 $250 1,001 - 10,000 GPD Industrial $400 $200 Domestic/Cooling Water $400 $200 < or = 1,000 GPD and Single Family Dwelling $240 $120 Sludge < or = 300 Acres $400 $250 Sludge > 300 Acres $400 $250 Sewer Extensions (nondelegated) $400 0 Sewer Extensions (delegated) $200 p Qosed-Loop Recycle ' or Evaporative $400 $200 NOTE: The Fees for Soil Remediation Projects are the same as for Sludges. Under the Sewer Extension Fee, "delegated to municipalities" applies only to those governmental jurisdictions that have specific delegation review authority, as granted by the Division of Environmental Management. 10 of 10 OFFICE OF SYSTEM SUPERINTENDENT November 25, 1996 OOZE ' VVatF—T & ::S dW E C__4UtfiO'city Water Pollution Control System P. O. Box 813 Pinebluff, North Carolina 28373 p.W.A.t. 14 198 �o o t' A#C05941 Mc. Carolyn McCaskill, Super- .•isor State Engineering Review Group N.C. Dept. of Environmental Health & Division of Environmental Management P.O. BOX 27687 Raleigh, N. C. 27611 Rt�E5V NOV 2 71996 ,Ay ---TELEPHONE: 910-281-3146 `VJ910-281-2047 RFr; OFFj Ce Natural Resources Re: Gravity Sewer Extension Permit Application Talamore Villas -Phase 4 Town of Southern Pines HUA NO. SP9612 Dear Ms. McCaskill: The Moore County Regional WWTP hereby agrees to conditionally accept up to 28,000 gallons per day of wastewater from the referenced project in accordance with the request of November 19, 1996 by Hobbs, Upchurch & Associates, P. A. Southern Pines, NC. Upon completion of the referenced project, t-he applicant's engineer is to provide this office with the following items: 1. Infiltration in gallons per day. 2. Certification of completion as defined by N.C. Statutory Requirements #143-215.1; Section 2-H.0200. 3. Complete set of As -Built drawings as approved by the Engineer 4. All shop drawings/ O & M Manuals, Diagrams, Illustrations. schedule & brochures which illustrate how specific portions were fabricated and installed. After Moore County has received a copy of the certification of completion, our office will provide a final acceptance statement. Page 2 If you have any questions or comments concerning the reference, please do not hesitate to call me at 910-281-3146. Sincerely, G NI Gary Frick System Superintendent pc: Mr. Jim Tarnow, P.E.,Moore Water and Sewer Authority Mr. David Harris, Executive Director, MOWASA Mr. W. David McNeill, Jr. Moore County Manager .,-Mr. Kerr Stevens, Regional Supervisor, DEM, Fayetteville, NC Mr. Bobby Teague, PWD, Town of Southern Pines, NC Mr. Charles D. Heiser, P.E., Hobbs, Upchurch & Associates flowacct/wp51 State of North Carolina Department of Environment,��- - Health and Natural Resources a- Division of Water Quality ted James B. Hunt, Jr., Governor Jonathan B. Howes Secretary F. 'a'Y T'b EV L L E A. Preston Howard, Jr., P.E., Director REG. QIrNiCE February 12, 1997 Mr. Bobby Teague, P.E., Director of Public Works Town of Southern Pines 140 Memorial Park Court Southern Pines, North Carolina 28387 Dear Mr. Teague: A4 ± wlllllft�l lc�EHNR Subject: Application No. WQ0013402 Additional Information Request Town of Southern Pines Talamore Villas, Phase 4 Sewer Extension Moore County The Permits and Engineering Unit has completed a preliminary engineering review of the subject application. Additional information is required before we can continue our review. Please provide the following by March 14, 1997: 1- Please provide information as to how the wastewater flow rate estimate of 4,000 GPD from the clubhouse was determined. If water usage records were used, please submit the previous 12 month's water usage records. 2- In accordance with 15A NCAC 2H .0219 (h) (2), "Pump-on/Pump-off elevations shall beset such that 2-8 pumping cycles per hour may be achieved in the pump station at average flow." According to your application and calculations and based upon my calculations, the pump station will not meet the required 2-8 cycles per hour for the average flow shown on the application (28,000 GPD). Please revise the float elevations so that the pump station conforms to this regulation and forward two signed and sealed copies of any revisions of the plan sheets and calculations to my attention. 3- Division regulations specify that the minimum separation between a water line and sewer line crossing is 18 inches vertical, water over sewer. Please revise note 3 on plan sheet 3 to comply with this regulation. Please forward two signed and sealed copies of any revisions of the plan sheets and to my attention. 4- Profile drawings of the force main are required. These drawings are used to verify that air release valves are being used when necessary and that the Division's minimum separations and cover are being maintained. Please forward two signed and sealed copies of the profile drawings of the force main to my attention. 5- Your application states that an autodialer and portable generator connection are being supplied for this pump station. However, neither the plans nor specifications for the project cover the installation of these two items that I could find. Please revise either the plans or specifications to include the installation of an autodialer and portable generator connection and forward two signed and sealed copies of any revisions of the plan sheets and/or specifications to my attention. 'P I P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-0719 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper 6- When choosing an autodialer and portable generator to serve as compliance with the alternate power source requirements, information regarding the number of portable generators owned and maintained by the Town of Southern Pines, the number of pump stations those generators serve and personnel response times is required. Please reference the subject permit application number when providing the requested information. All information should be signed, sealed, and submitted in duplicate to my attention at the address below. Please note that failure to provide this additional information on or before the above requested date can result in your application being returned as incomplete. If you have any questions regarding this request, please call me at (919) 733-5083, ext. 527. Zcerel , c (I( - Rick Moore Environmental Engineer State Engineering Review Group Rick Moore Division of Water Quality Water Quality Section -Permits and Engineering Post Office Box 29535 Raleigh, North Carolina 27626-0535 cc: Fayetteville Regional Office Permit File WQ0013401 Hobbs, Upchurch and Associates, P.A. FIZO MEMO TO: State Review Group FROM: Ricky Revels Environmental Technician IV SUBJECT: Procedure Four (4) WQ0013402 Talamore Villas - Phase 4 Sewer Extension - Public Town of Southern Pines Moore County Division of Water Quality Fayetteville Regional Office O1/07197 Date State Review Group Review Engineer Rick Moore Regional Office Contact Ricky Revels 1) Name of wastewater treatment plant to receive the wastewater: Moore County Regional Wastewater Treatment Plant 2) WWTP design capacity 6.7 MGD 3) NPDES Permit No.: NCO037508 Expiration Date: 4Z3OZ97 4) Compliance Information: Present treatment plant performance for previous L2 months - beginning 1/96 (See attached self -monitoring data) 5) Quantity and type of wastewater from proposed sewers: 28,000 GPD domestic 100% industrial other 6) Volume from previously approved projects not yet tributary to WWTP 16,800 GPD 7) Regional Recommendations: Approval X Denial RR/rr Enclosure . . . |DF%�658I SESSION READY FOR INPUTGKEX88/MP . ' �\�/ COMPLIANCE EVALUATION ANALYSIS REPORT PAGE i PERMIT--NC0037588 PIPE--00i REPORT PERIOD1 9601-9612 LOC --- E FACILITY--MOORE CO WWTP DESIGN FLOW-- 6.7080 CLASS--4 LOCATION--CARTHAGE REGION/'OUNTY--86 MOORE . 50050 00310 00530 00610 3i6i6 58060 00300 TGP3B MONTH Q/MGD BOD RE%/T%% NHa+NH4- FEC COLI CHLORINE DO CERI7DPF LIMIT F 6.70O8 F 30.00 F 30.0 NOL F 280.0 NOL NOL NOL 96/0i 3.8903 6.50 4^5 .15 9.5 238.000 9.60 96/02 4.1275 6.51 6.1 .i8 1 7.8 206.190 9.86 96/03 4.06i 6.8i 5.0 .i7 7.7 143.809 9.i2 i LIMIT F 6.7000 F 22.00 F 30.8 17.00 F 20O.0 NOL NOL NOL 96/04 � 4.033 5.50 6.9 .16 10.0 89.523 9.49 �96/05 � 3.9935 5.23 6.4 .i3 32.7 140.000 9.15 96/06 3.8433 3.84 5.4 .i0 0.7 133.750 8.73 i 96/07 4.0161 2.32 5.0 .10 14.4 90.909 8.3i 96/88 4.5258 4.56 9.3 .i8 36.7 92.272 8.22 96/09 5.0588 3.i6 8.0 .i0 20.i K2.580 8.60 i 96/18 4.8580 4.23 7.9 .i0 22.8 20i.739 8.78 |LIMIT F 6.7000 F 30.00 F 30.0 NOL F 200.0 NOL NOL NOL �96/11 3.9166 3.86 5.1 .10 21.5 1801800 9.33 AVERAGE 4.2227 4.77 6.3 .ii 23.i 151.699 9.0i i MAXIMUM 7.5000 26.80 34.2 1.39 470.0 920.000 13.70 i MINIMUM 3.i000 2.00 2.0 .10 2.0 38.000 6.30 1 �UNIT MGD MG/L MG/L MG/L 4008ML UG/L MG/L PA%%/FAI ' . ' . } CKG�88/MP -7--' ' 02/07/97 ^ COMPLIANCE EVALUATION ANALYSIS REPORT . PAGE 2 PERMIT--NC0037508 PIPE--00i REPORT PERIOD: 9601-9612 /OC--- E FACILITY--MOORE CO WWTP DESIGN FLOW-- 6.7006 CLASS--4 LOCATION--CARTHAGE REGION/COONTY--06 MOORE ' 80010 00400 08608 00665 00728 0042 01077 01092 MONTH TEMP PH TOTAL N PHO%-TOT CYANIDE COPPER SILVER ZINC LIMIT NOL 9.0 6.8 NOL NOL NOL NOL NOL NOL 96/01 ' 14.20 7.8-7.2 15.800 i.840O .8000 7.0000 .0000 i6.5000 ?6/02 i3.95 . 7.7-7.3 11.600 i.9300 .0080 5.5000 . .0000 22.0000 96/83 15.04 7.6-7.2 11.908 2W400 .0000 6.WO .0080 23.5800 LIMIT NOL 9.0 6.0 NOL NOL NOL NOL NOL NOL 96/04 17.47 7.6-7.1 17.400 2.3800 .0000 9.5000 .0000 22.0000 96/05 20.90 7.6-7.3 15.208 1.9580 .0000 8.0000 .0000 26.5080 96/06 23.60 7.7-7.2 16.608 2.2100 .0000 11.0000 .0800 28.0008 96/07 24.59 7.6-7.2 16.600 2.2080 .0008 9.5000 .0000 22.5000 96/88 24.95 7.7-7.2 11.600 1.7500 .0808 i0.0008 .0080 22.0000 96/09 24.30 7.6-7.2 ii.700 1.3700 ^0000 7.6666 .0000 29.6666 96/10 22.00 7.6-7,O 16°700 2.2008 .0000 i0^000O .8000 38.0000 LIMIT NOL 9.0 6.O NOL NOL NOL NOL NOL NOL 96/ii 49.11 7.6-6.8 14.000 i.8800 .8000- 7.8000 .0080 22.5008 AVERAGE 20.81 14.463 i.988i .0800 8.3333 .0000 24.iO68 MAXIMUM 26.00 7.880 17.400 2.3000 12.0000 39.0000 MINIMUM 12.00 6.808 ii.600 1.3708 '-- 5.0000 16.0000 UNIT ' DEG.C` %U MG/L MG/L UG/L ------- UG/L ' UG/L UG/L