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Home My WebLink AboutWQ0011785_Sewer Extension_199511287= 20 MEMO TO: State Review Group FROM: Ricky Revels R4 Environmental Tech ician IV SUBJECT: Procedure Four (4) WQ0011785 NC 211, Sect. I, Greystone Manor Sewer Extension -Public Town of Red Springs Robeson County Division of Environmental Management Fayetteville Regional Office 1105196 Date State Review Group Review Engineer Michael Allen Regional Office Contact Ricky Revels 1) Name of wastewater treatment plant to receive the wastewater: Town of Red Springs Wastewater Treatment Plant 2) WWTP design capacity 2_5 MGD 3) NPDES Permit No.: NC0025577 Expiration Date: 12 31 94 4) Compliance Information: Present treatment plant performance for previous 12 months - beginning 12 94 (See attached self -monitoring data) 5) Quantity and type of wastewater from proposed sewers: 35.880 GPD domestic 69% industrial other 31% 6) Volume from previously approved projects not yet tributary to WWTP 0 GPD 7) Regional Recommendations: Approval X Denial RR/rr Enclosure GKEX88/MP 01/03/96 ` ^ COMPLIANCE EVALUATION ANALYSIS REPORT PAGE i PERMIT--NC0025577 ' PIPE--00i REPORT PERIOD: 902-9511 LOC---E FACILITY --RED SPRINGS WWTP. TOWN GF DESIGN FLOW-- 2.5000 CLA%%--3 LOCATION --RED SPRING.!.!'.' REGION/COUNTY--06 ROBE%ON 50050 00310 00530 006i0 3106 50060 08300 TGP3B MONTH Q/MGD BUD RE%/T%% NH3+NH4- FEC COLI CHLORINE DO CERI7DPF LIMIT F 2.5000 F i8.00 F 30.0 F 7.00 F 200.0 NOL NOL NOL 9402 1.2227 8.84 11.5 .29 ii.4 .480 9.17 i 95/01 i.5636 i3.75 25.6 .61 5.0 .388 9.26 i 95/02 i.9726 i3.70 6.8 1.73 13.8 .474 9.66 95/03 i.9659 ii.60 i9.2 2.4i 5.5 .464 8.99 LIMIT F 2.5000 F i5.00 F 30.0 F 2.00 F 200.0 NOL NOL NOL 95/04 .9612 23.20F i8.9 2.00 i2.2 .359 8.68 2 95/05 .7649 ii.20 i2.7 .75 ii3.8 .372 8.0O 2 95/06 i.6902 7.95 2i.4 .69 104.5 .34i 7.99 2 95/07 i.3874 10.25 10.9 .55 60.0 .276 7.82 95/08 .905 9.5i i0.9 .86 i0i.4 .242 7.51 i 95/09 .7509 5.01 \3.5 1.60 i.5 .306 7.77 9500 .7994 5.47 9.9 .96 2.5 .330 8.63 2 AVERAGE i.2727 i0.95 i4.6 i.i3 39.2 .366 8.49 i 1AXIMUM 3.2890 30.70 30.0 3.70 360.0 i.400 11.40 2 4INIMUM .3970 2.60 2.1 LE%%THAN LE%%THAN .080 6.40 i ]NIT MGD MG/L MG/L MG/L I000ML MG/L MG/L PA%%/FAI 5KEX88/MP 0i�03/96 COMPLIANCE EVALUATION ANALYSIS REPORT ` `PA2 PERMIT--NCO025577 PIPE--00i REPORT PERIOD, 902-95ii LOC --- E PACILITY--RED %PRING% WWTP. TOWN OF DESIGN FLOW-- 2.5000 CLASS--3 LOCATION --RED SPRINGS REGION/COUNTY--06 ROBE%ON 000i0 00095 00400 00600 00665 00720 0iV27 Oi034 MONTH TEMP CNDUCTVY PH TOTAL N PHO%-TOT CYANIDE CADMIUM CHROMIUM LIMIT NOL 9.0 6.0 NOL NOL NOL 9402 17.67 8.0-6.5 6.210 2.2800 10.8500 i2.2000 95/0i i6.77 7.7-6.8 ii.000 i.1000 .7500 8.5000 95/02 i5.i4 8.0-6.7 9.100 i.400O .0000 8.0O0O i5/03 i7.29 7.8-6.8 7.600 i.5000 .0000 .0000 -IMIT NOL 9.0 6.0 NOL NOL NOL 95/04 i?.56 8.0-7.3 15.000 3.6000 .0000 .8000 f5/05 22.25 7.9-7.3 i4.000 4.04O0 .6000 .0000 15/06 23.66 7.9-7.4 14.000 2.i208 .8080 .0000 .!MIT NOL NOL 9.0 6.0 NOL NOL NOL NOL ?5/07 25.O0 7.8-7.0 3.700 1.3i00 .0000 .000O 95/08 25.77 1325.2 7.9-7.i 9.500 i.7800 .7500 5.0000 -IMIT NOL NOL 9.0 6.0 NOL NOL N(:L NOL NOL 15/09 24.30 i739.7 7.7-7.0 "G.000 .92O0 .5500 2.5000 f5/i0 22.96 ii50.7 7.7-7.0 22.260 i.9000 .0000 .0000 )VERAGE 28.94 i405.2 ........ ii.i24 i.988i --_ i.i727 3.2909 QXIMUM 27.00 2560.0 8.000- 22.260 4.8400 ______ il.7000 i2.2000 1INIMUM 13.00 i28.8 6.500 3.700 .9200 -----_' .5000 5.0000 ]NIT DEG.0 UMHO%/CM %U MG/L MG/L. MG/L UG/L UG/L �KEX88/Mp. Oi/03/96 , ' COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 3 PERMIT--NC0025577 PIPE--00} REPORT PERIODi 9412-9511 FACILITY --RED SPRINGS WWTP. TOWN OF DESIGN FLOW-- 2.5000 CLASS--3 LOCATION --RED SPRINGS REGION/COUNTY--06 ROBE%ON 0i042 0105i 0067 01077 0092 71900 MONTH COPPER LEAD NICKEL SILVER ZINC MERCURY LIMIT NOL KOL 9402 80.0000 22.6500 i7.0000 90.0O00 95/01 20.0000 4.5000 i8.0000 33.0000 95/02 40.0000 3.0000 5.500O 70.000O 95/03 40.0000' 3.0000 3.5000 70.8000 ^. LIMIT NOL NOL 95/04 40.0000 .0000 .0000 70.0000 95/05 60.0000 .0000 .0000 i20.0000 95/06 30.0000 .0000 80.0000 LIMIT NOL NOL NOL NOL 95/07 20.0000 .0000 .0000 .0000 3O.0000 .000O 95/08 85.0000 7.5000 5.0000 i.000O ii6.0000 .200O LIMIT NOL NOL NOL. NOL NOL No!.. 95/09 67.0000 .0000 .0000 .0000 i38.000O .000O 95/10 38.0000 .0000 3.5000 .0000 144.0000 .00O0 AVERAGE 47.2727 3.6954 4.7727 .2500 86.6363 .050O IAXIMUM 85.0000 36.8000 31.0000 1.0000 444.8000 .2000 !INIMUM 20.0000 4.0000 5.0080 i.00OO 20.0000 .2000 JNIT UG/L UG/L UG/L UG/L UG/L UG/L 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 4 0 • DEC P- LA November 28, 1995 MR WAYNE HORNS. TOWN OF RED SPRINGS 217 SOUTH MAIN STREET RED SPRINGS, NORTH CAROLINA 28377 Subject: Application No. WQOQ11^8:: NC 211, Sect. I, Greystone Manor Residential Care Facility Sewers -Public Dear MR HORNE: Robeson County The Division's Permits and Engineering Unit acknowledges receipt of your permit application and supporting materials on November 27, 1995. This application has been assigned the member listed PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRES ON THIS PROJECT. Your project has been assigned to Michael Allen 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 Michael Allen at (919) 733-5083 extension 547. If the engineer is unavailable, you may leave a message on their voice mail and they will respond promptly. Please reference the above application number when leaving a message. cc: Fayetteville Regional Office Koonce, Noble & Assoc., Inc. Sincerely, Carolyn D. cCashill 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 State of North Carolina Department of Environment, Health, and Natural Resources Division of Environmental Management Non -Discharge Permit Application (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) GRAVITY SEWER EXTENSION, PUMP STATIONS, AND PRESSURE SEWERS I. GENERAL INFORMATION: 1. Applicant (corporation, individual, or other): Town of Red Springs 2. Print Owners or Signing Official's Name and Title (the person*s legally responsible for the facility and its compliance): Wayne Horne, Town Manager Town of Red Springs 3. Mailing Address: 217 South Main Street _. City: Red Springs State: N-C- Zip: 28377 - Telephone No.: 910 843-5849 4. Project Name (subdivision, facility, or establishment name - should be consistent with 8project name on plans/specs., letters of flow acceptance, rational Aeer�nent�s, etc.): anitary Sewer Extension for the Town o Red Sp ings, No aro Ina (N.C. 211) - Section I: Greystone Manor Residential Care Facility - Section II: Springdale Subdivision 5. Application Date: November 16, 1995 6. Fee Submitted: S 400.00 7. County where project is located: II. PERMIT INFORMATION: Robeson 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. PnRM• r--Cvc A/01 n.,,.e , „r,n GRAVITY SEWER EXTENSION & PUMP STATION �►� PAGE 2 (4/91) . , IIL INFORMATION ON WASTEWATER: 1. Nature of Wastewater. 69 % Domestic; 31 % Commercial; 0 % Industrial; 0 % 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.: Subdivision, retirement/nursing home 3. Indicate any parameter (and its concentration) that will be greater than normal domestic levels: only normal domestic levels are anticipated 4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving wastewater treatment facility? Wastewater is domestic in nature. No pretreatment is required. 5. Volume of wastewater generated by this project: 35880 gallons per day 6. Explanation of how wastewater volume was determined: A rve of the t e and n er of services was taken. The v lume of as ewa er w e 1 ea b using the predicted average volume or wastewater generated by eac servi�e. See attached calculations - REF.: "Laws and Rules for Sewage Treatment and Disposal", N.C. Department of Environment, Health & Natural Resources, April 1993 IV. DESIGN INFORMATION: 1. Brief project description: This project proposes to provide sewer service to residents living in Springdale Subdivision, along N.C. 211 and Greystone Manor Residential Care Facility 2. Name of wastewater treatment facility receiving wastewater. Town of Red Springs WWTP a. Facility permit no.: NCO025577 b. Engineer should provide statement of his evaluation of downstream sewers to accept the wastewater. This pioiect discharges into an existing 8" gravity sewer with a peak flow of 62,500 GPD. The existing 8" gravity can accommodate the additional wastewater predicted by this project. 2 of 10 GRAVITY SEWER EXTENSION & PUN-1P 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) 12 5385 PVC 0.013 0.22 4.8 2 10 36 8 2570 PVC 0.013 0.4 8.2 2 10 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: 370 linear feet. 6. This sewer line segment occurs between manhole no. 18 and manhole no. 19 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? A minimum of three feet of cover is provided under all road crossings, --.arid steel casing, installed by boring, is provided under N.C. 211 and S.R. 1505. 9. Outside drop manholes are provided where invert separations exceed: 2 feet. 10. Identify (by manhole number) those manholes that have drop connections: N/A 3 of 10 GRAVITY SEWER EXTENSION & PUMP STATION PAGE 4 (4/91) 11. Maximum allowable infiltration/exfiltration test rate: ioo 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? IL 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: N/A _Yes IL_ No _ Yes _ No N/A _Yes _ NoN/A 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 CR. i ' SE,WEER &: S 7A71ON PAGE 5 of 10 ; - 13 V. PUNIP ST.�TIO` I`-FOR`.IATIOL 1. Pump S ta::on "J.: 1 (a. separate sheet V.1 throu_ V .15 should be subrrined : _ eats: ;u^j station) 2. Marne of cicsest CownsioDe s=.ace waters: Panther Branch �. C.P-ssi4E ;P. of closest downslope stL:ace Waters: C-SW (:$ est2b11Siied by the E n,,`_n .ental tilaragemenr Cornnaission & sperm red on pave 6 or this appiic.). 4. If a power f:ilure at :his pump station could imjact waters classifies as W S, SA, B, or SB, wnic.t or the measures are being impiemenced to preve::: such imnac:, as re-i- red in. ` A `CAC '_'H .0200: A statement of reliable service from �Lumbee River Electric Membership Corporation. S. What size ::u...cs are provided? 120 GPM 6. How mar.v :uL ps are provided? 2 7. What is the :nxarnum capacity of the pump smrion? 172,800 GPD 8. What is the design total dynamic head? 71.25 feet 9. How mary our..pir,; cvcles will occsr at the design flow rate? 2. 81 cycles per hour 10. Check if provided at jump station: Aite:nate Power Source Wet Well Vented with Screen x Fillets in We: Weil x Check Valves and Gate Valves x Sec,arry Fencins x Lockable Wet Weil Cover x Area Li_ .r x 110V E ec-_cal Convenience Outlet x FioodlB uovancv P-ocecrion x High `�"ate:. �l:u:n x Audible and Visual A_to Dialer 11. S umrr.arY of force main (by diameter size and pipe material): Diameter LanQ*h ire Hizh. L ow° Morin= IIYL = Minimum (Inches) (Linear F,. Nfare-' Elevation Elevation Velocw.ry(fps) VeL, -s) Cover, (in) 4 4145 PVC 197.00 181.50 2 10 36 12. Are air release valves provided at all high points along the force train (must be provided where the elevation difference exceeds 10 feet)? yes X no 13. Is pump station subject to flooding? yes x no. If yes, what measures are being taken :o protect against flooding? ---- 14. If subjec::e I ing, specify the 100-year flood elevation: N/A Feet MI SL 15. Are thes e e.:is�.^.Q or risrred pump stations downst earn of this station., yes x no If yes, the er _ ee: shall evaluate the ability of those pump stations to _..:;uately handle the subjec: 7ows. i...10L tw PACE 6 (-,91) . TO: REGIONAL WATER QUALITY StiPERVISOR 5�p � 175 Please :;revide -, e with the classi= cation of the su-ace waters ice ..: ed in num-ber 3 below and on the at- loll--; ..ap se=enc: PW %,1A14AGE1"r!EPdT Narre of surfact wate.�. 1�anl.tkcr-ran,Li.�, rAYtTTEL';•� E R OFFICE.' Class;: cation (as erabus1.e : by the Envimnmental NianaQe...eat Com issien;: Pr000sed Classic=cation, if applicable: NIA Signature of ---Tonal or_":ce personnel �- LiNSTRLCTIONS TO ENGLNEER In order to deter -.rune whether provisions for dual or standby power may be -equired for the subject facility, the classification of the closest downslope surface waters (the s'u-:ace waters that any over: from the facility would flow toward) must be dete.rr fined. You are required to su'cmit this fern. x-.= ;tens 1 throush 10 cornoleted, to the appropriate Division of Environmental Management Reronai Water Quality Super-�isor (see attachad listing). At a n..inimum, you must include an 8.5" by 11" copy or the portion or a 7.5 minute USGS Topographic Mao which shows the subject surace waters. You must identify the location of the facility and the closest downsiope surface waters (waters for which you are uesting the classirication) on the subr..itted reap copy. tt� The avolication may not be submitted until this form is completed and included with the sub ittai. 1. Applicant (corporation, individual, or other): Town of Red Springs, North Carolina ?. Name and Complete Address of Engineering Firm. Koonce, Noble & Associates, Inc. 208 E. 5th St. City: Lumberton State: N.C. Zip: 28358 -- Telephone No. 910-738-9376 Project Name: Sanitary Sewer Extension to Serve Gre stone Manor Residential Care Center for the Town or RedSprings, North Carolina 4. Pump station design flow: 46,000 GPD; 80 GPM .4,. .Name of c.'csesz downslope suracc wate-rs: Panther Branch, Raft Swamp 6. Counry(s) where project and surfac-- waters are located: Robeson County 7. Map nap_:-- and date: Red Springs, 1974 8. North Carciina Professional Engineer's Registration No. 10969 9. Print Name of Engineer Sam R . Noble, Jr., P.E. 10. Seal and Signature (specify date): .; �A y 7,Z°� �n y. 6 of 10 r+ n R1. '. a 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 Berle Lenoir Durham Northampton Bursae 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 Tyrell Lee Wilson Henderson Yanay 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 Cabamis Rowan Camet Onslow Cumberland Richmond Catawba Stanly Columbus Pander Harnett Sampson Gaston Union Duplin Hoke Scotland Bedell 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 Surry Davidson Watauga Davie Wilkes Forsyth Yadkin Guilford 7 of 10 GRAVITY SEWER EXTENSION & PU.MP STATION PAGE 8 (4/91) THIS APPLICATION PACK.-kGE 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 (WV -M 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. L 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 01 V GRAVITY SEWER EXTENSION & PUMP STATION PAGE 9 (4/91) Name and Complete Address of Engineering Firm: _Koonce, Noble & Associates, Inc. P.O. Box 1027, 208 E. 5th St. City: Lumberton _ Stare: NC Zip: 28359 Telephone No. 910-738-9376 Professional Engineer's Certification: I Samuel R. Noble Jr. , attest that this apslication for Sanitary Sewer Extension for t e own o e prangs, - .c. 211)-Sects n I: Grevs one manor Resiabntial Care Facility -Section II: Springdale Subdivision 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. Print Name of Engineer . -Samuel R. Noble, Jr. Seal and Signature (specify date): Applicant's Certification: EWayne Horne t e Town or Red 10969 �Eo?A ►rf9 attest that this application for Sanitary Sewer Extension for -(N.C. 2111-Section I:Gfi§ystone Manor Residenriai Care Facility - division 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 Date -'HE CONALETED 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 (4191) , 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 Domestic/Cooling Water < or =1,000 GPD and Single Family Dwelling Sludge < or = 300 Acres Sludge > 300 Acres Sewer Extensions (nondelegated) NEW APPLICATIONSI MODIFICATIONS :of $400 $400 $400 $400 $240 RENEWALS WITHOUT MODIFICATIONS $300 $300 $250 $250 $200 $200 $120 Sewer Extensions (delegated) $200 0 Qosed-Loop Recycle or Evaporative 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