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Home My WebLink AboutWQ0009796_Application_19940801C / � 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 A—ftw000ft%ftwoo. r E)EHNF1 August 1, 1994 MR MARTYR MCKENZIE OLMSTED VILLAGE W.,LTD.,PARTNERSHIP PO BOX 1553 PINEHURST, NORTH CAROLINA 28374 AUG 2199 ENV. MANAGEMENT FAYETTEVILLE REG. OFFICE Subject: Application No. WQ0009796 Olmsted Village W.,LTD.,Partners hip -Olmsted Village West Dear MR MCKENZIE: Sewers -Private Moore Countv The Division's Permits and Engineering Unit acknowledges receipt of your permit application and supporting materials on July 29, 1994. This application has been assigned the number listed above. PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING INQUIRES ON THIS PROJECT. Your project has been assigned to Buzz Crosby for a detailed engineering review. Should there be any questions concerning your project, the reviewer will contact you with an additional information letter. 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 Buzz Crosby at (919) 733-5083. cc: Fayetteville Regional Office Sincerely, Carolyn McCaskill Supervisor, State Engineering Review Group Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer Carolyn McCaskill Supervisor, State Engineering Review Group Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer e /=eo I � MEMO TO: State Review Group FROM: Ricky Revels Environmental Technician SUBJECT: Procedure Four (4) WQ0009796 Olmsted Village West Sewer Extension -Private Village of Pinehurst Moore County Division of Environmental Management Fayetteville Regional Office 8112194 Date State Review Group Review Engineer Buzz Crosby 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.: NC0037508 Expiration Date: 04130197 4) Compliance Information: Present treatment plant performance for previous 12 months - beginning 7 93 (See attached self -monitoring data) 5) Quantity and type of wastewater from proposed sewers: 7,649 GPD domestic ; industrial other 100% 6) Volume from previously approved projects not yet tributary to WWTP 1,009,798 GPD 7) Regional Recommendations: Approval X Denial RR/rr Enclosure GKEX88/�MP . ' ^ ^ 08/i1/94 ' COMPLIANCE EVALUATION ANALYSIS REPORT PAGE i PERMIT--NCO037508 PIPE--OOi REPORT PERIOD, 9307-9406 LOC--- E FACILITY--MOGRE COUNTY WWTP DESIGN FLOW-- 6.7000 CLASS-4 LOCATION--CARTHAGE REGION/COUNTY--06 MOORE 50050 003i0 00530 006iO 316i6 50060 00300 TGP3B MONTH Q/MGD BOD RE%/T%% NH3+NH4- FEC COLI CHLORINE DO CERI7DPF LIMIT F 6.7000 F 22.00 F 3O.O 17.80 F 200.0 NOL NOL NOL 93/07 4.0387 4.09 4.2 .iO 22.8 .066 7.72 i 93/08 4.i870 3.57 5.0 .io 43.4 .050 8.07 93/09 4.1566 3.30 6.6 .iO 53.4 .054 8.i6 i 93/10 3.6967 5.21 i0.4 .i0 66.8 .056 8.65 LIMIT F 6.7000 F 30.00 F 30.0 NOL F 200.0 NOL F 5.00 NOL 9301 3.6766 5.i9 6.3 .i0 38.5 .053 93/12 3.6548 4.60 5.8 .iO 19.9 .i53 i 94/01 4.iOOO 6.40 7.9 .10 13.9 .082 94/02 4.0535 12.38 8.6 .iO 32.7 .077 94/03 4.1419 6.48 8.4 .i0 24.4 .O94 i LIMIT F 6.7000 F 22.00 F 30.0 i7.00 F 200.0 NOL NOL NOL 94/04 3.9566 3.75 6.2 .iO 57.3 .O53 7.i6 94/05 3.8903 4.46 9.1 .30 45.9 .083 7.39 94/06 4.0466 3.88 4.4 .35 32.2 7.42 i - AVERAGE 3.9666 5.27 6.9 .i3 37.6 .874 7.79 i MAXIMUM 8.8000 122.40 28.2 5.70 962.0 .830 11.00 2 MINIMUM 2.4000 2.00 1.4 .i0 3.0 .0i0 4.50 i UNIT MGD MG/L MG/L MG/L 0000ML UG/L MG/L PA%%/FAI . . � 08/ii/94 COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2 PERMIT--NCO037508 PIPE--OOi REPORT PERIOD, 9307-9406 LOC---E FACILITY--MOORE COUNTY WWTP DESIGN FLOW-- 6.7000 CLASS --A LOCATION--CARTHAGE REGION/COUNTY--06 MOORE 000i0 00400 00600 00665 00728 OiO27 01034 0042 MONTH TEMP PH TOTAL N PHO%-TOT CYANIDE CADMIUM CHROMIUM COPPER LIMIT NOL 9.0 6.0 NOL NOL NOL NOL NOL 93/07 25.52 7.3-6.7 19.500 2.2000 .0000 .0000 .0000 37.0000 93/08 26.00 7.3-7.i iO.iO0 2.3080 .0000 .0000 .0000 .0000 93/09 24.85 7.7-7.1 i6.300 2.3000 .0800 .0000 .0000 55.0000 93/iO 21.23 8.i-7.5 13.300 2.4000 .0000 .0000 .0000 28.0080 LIMIT NOL 9.0 6.0 NOL NOL NOL NOL NOL 93/ii i9.05 8.0-7.2 15.500 2.3000 .0000 .0000 .0000 28.5000 93/12 i6.35 7.7-6.8 14.000 2.8000 .00OO .0000 .0000 33.5000 94/0i i4.90 7.8-7.1 11.200 2.8080 .0000 .0000 .00OO .0OOO 94/02 i4.iO 7.8-7.i i3.900 2.5000 .0000 .0000 .00OO .000O 94/03 i5.52 7.6-7.0 13.500 i.9000 .0OOO .00OO .0000 .000O LIMIT NOL 9.0 6.0 NOL NQL NOL NOL NOL 94/84 i8.60 7.9-7.2 i8.900 i.8000 .00OO .00OO .0000 94/05 19.76 8.0-7.4 i7.500 2.5000 .OoOO .0000 .0000 .00OO 94/06 23.27 8.5-7.5 i9.0OO 2.2000 .0000 .0000 .0000 i0.500O AVERAGE 19.92 ______ i5.225 2.3333 .8000 .8000 .0000 16.9166 MAXIMUM 28.00 8.500 19.500 2.8000 ........ ________ ________ ii0.O0OO MINIMUM 11.00 6.700 iO.i00 1.8000 ________ ________ ________ i0.0000 UNIT DEG.0 %U MG/L MG/L UG/L UG/L UG/L UG/L GK~EX88/HP ` ' . 08/11/94 ° . . COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 3 PERMIT--NC0037508 PIPE--OOi REPORT PERIOD: 9387-9406 LOC--- E FACILITY--MOORE COUNTY WWTP DESIGN FLOW-- 6.7000 CLASS--4 LOCATION--CARTHAGE REGION/COUNTY--06 MOORE 01051 81067 01O77 01092 01147 71900 MONTH LEAD NICKEL SILVER ZINC SELENIUM MERCURY LIMIT NOL NOL NOL NOL NOL 93/07 .0000 .0000 .0000 40.0000 .0000 .00O0 93/08 ' .0000 .0000 .0000 54.0008 .0000 .0O0O 93/09 .00OO °0000 .0000 ^0000 .0000 .00OO 93/10 .0000 1.0000 .0000 38.0000 .0000 .0000 LIMIT NOL NOL NOL NOL NOL 93/11 .0000 .0000 .0000 31.5000 .00OO .0OOO 93/12 ^0000 .0000 .0000 87.5000 .O0OO .iOOO 94/81 .0000 .0000 .80E0 4i.0O0O .0000 .0000 94/02 .0000 .8000 ^0000 41.5000 .O0OO 0000 94/83 .0000 .0000 .8000 40.5000 .0O08 .O80O LIMIT NOL NOL NOL NOL NOL 94/84 .8000 .00OO .0000 24.0000 .0000 .0O00 94/05 .0000 .0000 5.5000 13.5000 .O000 ^0000 94/06 .0000 .0008 6.5000 19.5000 .0008 .0000 AVERAGE .0O0O .0000 i.0000 35.9i66 .00OO .0083 MAXIMUM 13.0800 ii8.0800 -------- .2000 MINIMUM -------- 12.0000 ___----- -------- UNIT UG/L UG/L UG/L UG/L UG/L UG/L NON NPDES FACILITY AND PERMIT DATA UPDATE OPTION TRXID 50U KEY WQ0009796 PERSONAL DATA FACILITY APPLYING FOR PERMIT APP/PERMIT FEE-$ 400.00 REGION FACILITY NAME> OLMSTED VILLAGE W.,LTD.-OLMST2 COUNTY> MOORE 05 ADDRESS: MAILING (REQUIRED) ENGINEER: ROBINSON ENGINEERING FIRM STREET: PO BOX 1553 STREET: 162 WACCAMAW RD CITY: PINEHURST ST NC ZIP 28374 CITY: CATHAGE ST NC ZIP 28327 TELEPHONE 910 295 4653 TELEPHONE: 910 692 1689 STATE CONTACT> CROSBY FACILITY CONTACT MARTY R MCKENZIE TYPE OF PROJECT> SEWERS -PRIVATE LAT: LONG: DATE APP RCVD 07/29/94 N=NEW,M=MODIFICATION,R=REISSUE> N DATE ACKNOWLEDGED 08/01/94 DATE REVIEWED / / RETURN DATE REG COMM REQS 08/01/94 DATE DENIED / / NPDES 4- _________ REG COMM RCVD / / DATE RETURNED / / TRIB Q .0000 MGD ADD INFO REQS / / OT AG COM REQS / / TRIB DATE- ADD INFO RCVD / / OT AG COM RCVD / / END STAT RPP P 10/27/94 DATE ISSUED / / DATE EXPIRE FEE CODE()1=(>1MGD),2=(>10KGD),3=(>1KGD),4=(<1KGD+SF),5=(S>300A),6=(S<=300A), 7=(SENDEL),8=(SEDEL),9=(CLREC),0=(NO FEE) DISC CODES ASN/CHG PRMT ENG CERT DATE / / LAST NOV DATE / / CONBILLC ) COMMENTS: MESSAGE: ADFE191 *+«* NO MODIFICATIONS MADE TO SCREEN State of North Carolina Department of Environment, Health, and Natural Resources Division of Environmental Management Non -Discharge Permit Application (THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) �? GRAVITY SEWER EXTENSION PUMP STATIONS, AND PRESSURE SKWERS v fib; I. GENERAL INFORMATION: 1. Applicant (corporation, individual, or other ): O l m s t e d V i 11 a g e W., L t d., P a r Kri e t s`h i p 2. Print Owners or Signing Official's Name and Title (the person who is legally responsible for the facility and its compliance): 3. Mailing Address: P.O. Box 1553 Marty R. McKenzie City: Pinehurst State: N-C. Zip: 28374 Telephone No.: 9( 10 - 1 295-4653 4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.): Olmsted Village West 5. Application Date: 7. July 27, 1994 County where project is located: Moore II. PERMIT INFORMATION: 6. Fee Submitted: $ 400.00 c) 1. Permit No. (will be completed by DEM): �� C> 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 GRAVITY SEWER EXTENSION & PUMP STATION PAGE 2 (4/91) III. INFORMATION ON WASTEWATER: 1. Nature of Wastewater: % Domestic; 10 0 % 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.: Shopping Center (Service Station, Retail Stores, Restaurant) 3. Indicate any parameter (and its concentration) that will be greater than normal domestic levels: 4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving wastewater treatment facility? 5. Volume of wastewater generated by this project: 7 6 gallons per day 6. Explanation of how wastewater volume was determined: using tables given in Code Section 15 ANCAC 2H.0200 IV. DESIGN INFORMATION: 1. Brief project description: 1065' of 8" pipe to furnish sewer service shopping center located in Olmsted Village West. 2. Name of wastewater treatment facility receiving wastewater: a. Facility permit no.: Moore County b. Engineer should provide statement of his evaluation of downstream sewers to accept the wastewater: The down stream system is now being designed by another Engineering firm. 2 of 10 GRAVITY SEWER EXTENSION & PUMP STATION PAGE 3 (4/91) 3. Summary of sewer pipe by.diameter size and pipe material. Indicate here whether C factor or N factor is used and circle C or N below: N Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum (In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in) 8" 1065 PVC .009 .8% 1.2% 2.6 3.81 36" NOTE: The minimum 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: linear feet. 6. This sewer line segment occurs between manhole no. and manhole no. 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 No. If yes, what measures are being taken to enable the sewers to withstand the loads? By having 36" of cover 9. Outside drop manholes are provided where invert separations exceed: NSA feet. 10. Identify (by manhole number) those manholes that have drop connections: 3of10 GRAVITY SEWER EXTENSION & PUMP STATION. PAGE 4 (4/91) ; 11. Maximum allowable infiltration/exfiltration test rate: 200 GPD/ pipe dia. in./ mile. Note: Must not exceed 200 GPD/ pipe dia. in./ mile. 12. Minimum separation distances as shown on the plans or addressed in the specifications: a) 100 ft. 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 ft. 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? 14. If yes, are manhole rim elevations 1 foot above 100-year flood level, (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): 16. Identify (by manhole number) those manholes that are vented: _Yes x No —Yes —No _Yes —No 17. Does this project involve any stream crossings? _ yes x 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 . GRAVITY SEWER EXTENSION & PUMP STATION PAGE 5 of 10 (4/'91) V. PUMP STATION INFORMATION 1. Pump Station No.: (A separate sheet V.1 through V.15 should be submitted for each pump station) 2. Name of closest downslope surface waters: 3. Classification of closest downslope surface waters: (as established by the Environmental Management Commission & specified on page 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: 5. What size pumps are provided? 6. How many pumps are provided? 7. What is the maximum capacity of the pump station? 8. What is the design total dynamic head? 9. How many pumping cycles will occur at the design flow rate? 10. Check if provided at pump station: GPM GPD feet cycles per hour Alternate Power Source Wet Well Vented with Screen Fillets in Wet Well Check Valves and Gate Valves Security Fencing Lockable Wet Well Cover Area Light 110V Electrical Convenience Outlet Flood/Buoyancy Protection High Water Alarm Audible and Visual Auto Dialer 11. Summary of force main (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) 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 13. Is pump station subject to flooding? yes no. If yes, what measures are being taken to protect against flooding? 14. If subject to flooding, specify the 100-year flood elevation: Feet MSL 15. Are there existing or planned pump stations downstream of this station? _ yes —no If yes, the engineer shall evaluate the ability of those pump stations to adequately handle the subject flows. GRAVITY SEWER EXTENSION & PUMP STATION PAGE 6 (4/91) 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: Classification (as established by the Environmental Management Commission): Proposed Classification, if applicable: Signature of regional office personnel: INSTRUCTIONS TO ENGINEER Date: In order to determine whether provisions for dual or standby power may be required for the subject facility, the classification of the closest downslope 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 copy. The application may not be submitted until this form is completed and included with the submittal. 1. 2. Applicant (corporation, individual, or other): Name and Complete Address of Engineering Firm: City: Telephone No. 3. Project Name: 4. Pump station design flow: State: 5. Name of closest downslope surface waters: GPD; 6. County(s) where project and surface waters are located: 7. Map name and date: 8. North Carolina Professional Engineer's Registration No. 9. Print Name of Engineer 10. Seal and Signature (specify date): 6 of 10 Zip: GPM DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91) Asheville Regional WQ Super. Washington Regional WQ Super. Raleigh Regional WQ Super. 59 Woodfin Place P O Box 1507 3800 Barrett Dr., Suite 101 Asheville, NC 28802 Washington, NC 27889 Raleigh, NC 27609 704/251-6208 919/946-6481 919/733-2314 Avery Macon Beaufort Jones Chatham Nash Buncombe Madison Bertie Lenoir Durham Northampton Burke McDowell Camden Martin Edgecombe Orange Caldwell Mitchell Chowan Pamlico Franklin Person Cherokee Polk Craven Pasquotank Granville Vance Clay Rutherford Currituck Perquimans Halifax Wake Graham Swain Dare Pitt Johnston Warren Haywood Transylvania Gates Tyrrell Lee Wilson Henderson Yancy Greene Washington Jackson Hertford Wayne Hyde Fayetteville Regional WQ Super. Mooresville Regional WQ Super. Wilmington Region. WQ Super. Wachovia Building, Suite 714 919 North Main Street 127 Cardinal Drive Extension Fayetteville, NC 28301 Mooresville, NC 28115 Wilmington, NC 28405-3845 919/486-1541 704/663-1699 919/395-3900 Anson Moore Alexander Mecklenburg Brunswick New Hanover Bladen Robeson Cabamrs Rowan Carteret Onslow Cumberland Richmond Catawba Stanly Columbus Pender Harnett Sampson Gaston Union Duplin Hoke Scotland Well Cleveland Montgomery Lincoln Winston-Salem Regional WQ Super. 8025 North Point Boulevard, Suite 100 Winston-Salem, NC 27106 919/761-2351 Alamance Rockingham Alleghany Randolph Ashe Stokes Caswell Sung Davidson Watauga Davie Wilkes Forsyth Yadkin Guilford 7 of 10 GRAVITY SEWER EXTENSION & PUMP STATION PAGE 8 (4/91) THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS 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: Robinson Engineerincr Firm 162 Waccamaw Road City: Carthage State: N . C • Zip: 28327 Telephone No. 910-692-1689 Professional. Engineer's Certification: I, Joseph Miles Robinson , attest that this application for Olmsted Village W. , Ltd., Partnership has been reviewed by me 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. S 3 8 <. Print Name of Engineer Joseph Miles Robinson Seal and Signature (specify date): `�,,��TH.C'490�'' •�Q�pFEB,gj6..Gy% 7/ L -7 s Applicant's Certification: '�,,y •Q!NEEP•••�� .•'� I, Marty R.: McKenzie , attest that this appll4#`61$��8��:�`�� Olmsted Village W., Ltd., Partnership 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 d ttac ents are not included, this application package will be returned as incomplete. Signature m� - Date -7-1� `� 4 i 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 GRAVITY SEWER EXTENSION & PUMP STATION PAGE 10 (4/91) - PERMIT APPLICATION PROCESSING FEES (effective October 1,1990) CATEGORY > 1,000,000 GPD Industrial Domestic/Cooling Water 10,001 - 1,000,000 GPD Industrial Domestic/Cooling Water 1,001 - 10,000 GPD Industrial _ , DomestiqCoolirig°Water < or 41,000 GP�,,3nd Single. Family Dy idling Sludge < or = 300 Acres Sludge > 300 Acres Sewer Extensions (nondelegated) Sewer Extensions (delegated) NEW APPLICATIONS/ MODIFICATIONS $400 $400 $400 $400 $400 $400 $240 $400 $400 $400 $200 RENEWALS WITHOUT MODIFICATIONS $300 $300 $250 $250 $200 $200 $120 $250 $250 PC C Closed -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 A