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HomeMy WebLinkAboutWQ0008928_Application (FTSE)_19940125f/zo MEMO TO: State Review Group n� FROM: Michael Wicker, WQ Nl Regional Supervisor SUBJECT: Procedure Four (4) WQ0008928 Williamsburg Apartments Sewer Extension - Public PWC/City of Fayetteville Cumberland County Division of Environmental Management Fayetteville Regional Office 2/10/94 Date State Review Group Review Engineer John Seymour Regional Office Contact Ricky Revels 1) Name of wastewater treatment plant to receive the wastewater: PWC of Fayetteville - Rockfish Creek Wastewater Treatment Plant 2) WWTP design capacity 12.0 MGD 3) NPDES Permit No.: NC0050105 4) Compliance Information: Present treatment plant performance for previous 12 months - beginning _1/01/93_ (See attached self -monitoring data) 5) Quantity and type of wastewater from proposed domestic 100% ; industrial Expiration Date: 05/31/96 sewers: 7,200 GPD ; other 6) Volume from previously approved projects not yet tributary to WWTP 3,102,023 GPD 7) Regional Recommendations: Approval X MW/RR/rr Enclosure Denial 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 r� .0'%a•Aiihniel CD E I -I N Fl January 25, 1994 MR M.J. NOLAND PWC/FAYE FI EVILLE PO DRAWER 1089 FAYE1"1'EVILLE, NORTH CAROLINA 28302 Dear MR NOLAND: JA 27 1994 '� # ENV. MANAGEMENT FAYETTEVILLE REG. OFFICE Subject: Application No. WQ0008928 Williamsburg Apartments Sewers -Public Cumberland County The Division's Permits and Engineering Unit acknowledges receipt of your permit application and supporting materials on January 25, 1994. This application has been assigned the number shown above. Please refer to this number when making inquiries on this project. Your project has been assigned to John Seymour 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 John Seymour at (919) 733-5083. Sincerely, yiva ,,,,,,,7)(66Lez_t_ Caro yn Mc askill Supervisor, State Engineering Review Group cc: Fayetteville Regional Office Collie & Collie Consulting Engineers Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer DEI-IN 4 DE;t;t`IQ GI,l UNIT 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: Public Works Commission of the 1. Applicant (corporation, individual, or other ):City of Fayetteville, N. C . 2. Print Owners or Signing Official's Name and Title (the person who is legally responsible for the facility and its compliance): M. J• Noland, Director of Water -Resources 3. Mailing Address: P.O. Drawer 1089 City: Fayetteville State: N.C. Zip: 28302-1089 Telephone No.: ( 910 ) 4 8 3 -14 01 4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.): Water And Sanitary Sewer Utilities To Williamsburg Apartments Fayetteville, N. C. 5. Application Date: January 18, 1994 6. Fee Submitted: $ 200.00 7. County where project is located: Cumberland II. PERMIT INFORMATION: 1. Permit No. (will be completed by DEM): �Q 0 0 v�9 Z 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 URA V1'I'Y SEWER EXTENSION & PUMP ST\TION . PAGE 2 (4/'91) III. INFORMATION ON WASTEWATER: 1. Nature of Wastewater. 100 % Doiaestic; % 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.: Apartments 3. Indicate any parameter (and its concentration) that will be greater than normal domestic levels: None 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: 7200 gallons per day 6. Explanation of how wastewater volume was determined: 5 Apartment Buildings X 6 apartments per bldg. X 2 bedrooms per apartment X 120 gpd.per bedroom = 7200 gpd. IV. DESIGN INFORMATION: • 1. Briefprojectdescription: Project begins on Freeport Road at existing 18" Persimmon Creek Interceptor and follows Freeport Road, Fraser Dr. and Bromley Dr. to Williamsburg Apartments. 2. Name of wastewater treatment facility receiving wastewater. Rockfish WWTP a. Facility permit no.: NC 0 0 5 010 5 b. Engineer should provide statement of his evaluation of downstream sewers to accept the wastewater: This system is tributary to the Per- simmon Creek Interceptor System which was designed to include wastewater from this project area. 2 of 10 r GRAVITY SEWER EXTENSION & PUMP STATION PAGE 3 (4/91) '3. ` Stiiamary 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: Dia;,; = I ength -- 'Pipe , • C or N jvlin.. .: Max.. Niuumuui .... Max...:.:. Minimum (In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in) 8, 2983 V.C. _ 0.013 0.40 6.20.E 2.0 8.6 60 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: 400 linear feet. 7+00.43 1.1+00.43 6. This sewer line segment occurs between manhole no. and manhole no. Bromley Dr. 7. rDoes 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? The min. cover of 5' is sufficient to withstand the traffic loads. 9. Outside drop manholes are provided where invert separations exceed: feet. 10. Identify (by manhole number) those manholes that have drop connections: None 3of10 a.GRAVITY SEWER EXTENSION & PUMP STATION "PAGE 4 (4/91) Mazimurn allovnable infiltration/exfiltration test rate: 10 0 GPD/ pipe dia. in./ mile. Est : :,;, ,'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? 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) x Ycs __ No _Yes x No Yes _ No 15. Or are manholes watertight and vented 1 foot above the 100-year flood elevation ( should be shown on plans): _Ycs _ No 16. Identify (by manhole number) those manholes that are vented: 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 9 (4/91) I s:°sg Name and Complete Address of Engineering Firm: collie & Collie. Cons_ul t in g Engineers, 2573 Ravenhill Drive city; FaetteiTi`e` Telephone No `{ . ` (=9 l ). 4 8 4 - 6 3 5 3 State: N.C. Zip: 2810-=5451 Professional Engineer's Certification: John Craig' Collie , attest that this application for Sanitary Sewer Extension'..Tb 'Williamsburg Apartment s has beene 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. 18071 Applicant's Certification: I. M. J. Noland Extension To Williamsburg Apartments Print Name of Engineer John Craig Ccj,I ssit ,,,,,�• .•`��N CARO" .,. Seal and Signature (specify date): # :,•' ESSG SEAL . i 1. /-/7-9¢ 18 071 : s \$?tr§V ,attest that this application for Sanitary Sewer 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 a`t`.! Date /— /Y V / 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 13OX 29535 512 NORTH SALISBURY STREET RALEIGH, NORTH CAROLINA 27626-0535 TELEPHONE NUMBER: 919/733-5083 9 of 10 GRAVITY SEWER EXTENSION & PUMP STA-LION PAGE 10 (4/'91) 3 PERMIT APPLICATION PROCESSING FEES (effective October 1, 1990) CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT MODIFICATIONS MODIFICATIONS • > 1,000,000 GPD Industrial • $400 $300 Domestic/Cooling Water $400 $300 10,001 - 1,000,000 GPD Industrial Domestic/Cooling Water $400 $250 $250 1,001-.10,000 GPD Industrial $400 $200 Domestic/Cooling Water $400 $200 < or = 1,000 GPD and Single Family Dwelling Sludge < or = 300 Acres . $240 $120 $400 $250 Sludge > 300 Acres $400 $250 Sewer Extensions (nondelegated) $400 0 Sewer Extensions (delegated) $200 0 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 • State of North Carolina Department of Environment, Health, and Natural Resources Division ot• Environmental Mana��cment 512 North Salisbury Street • Ralei<Th. North Carotin:: 626.HI3. ;amcs G. !viarun. Governor \Viil:am \V. Cobey, 1r.. Secretary Memorandum To: Delegated Municipalises From: Steve W. Tedder. Chief Water Quality Section Subject: Delegated Munic::t hies !::`: c:.d tit for Revised Non-Discu:tr e lit nit : Applt�.t:J•,:. The Division of Environmental Management's Water Quality Section has revised Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the busiu information that the Division feels is necessary in order for the delegated municipalities to perform review on a gravity sewer project for the Division; therefore, the Division will no longer require t;mt the "Delegated Municipalities Gravity Sewer Design Checklist" be completed and submitted. We do. however, require that the delegated municipality perform the same type of review as always reou:rca and complete the bottom portion of this page and attach it as the last page of all gravity se'Yer applications that are being submitted as a delegated municipalities project. If you have any questions on this matter, please contact Mr. Randy Jones at 919/733-5083. DELEGATED MUNICIPALITY GRAVITY SEWER CFRTTFICATIn (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) May 1, 1991 Applicant: ptIRI.TC WM- ig m744TccTnN flF THE ('TTY f1F FAYFTTFVTI I F, Nf1RTI1 CARFLINA Project Name: WILLIAMSBURG APARTMENTS Delegated Municipality Reviewer's Certification: I, PARKER LAMBERT , attest that the subject plans and specifications have been reviewed under my supervision and that those plans and specifications are consistent with the information that has been specified on the Non -Discharge Application and ill:: Division of Environmental Manacemerds minimum design requirements for ivity sewer projects Delegated Municipality Rcvic .,er's NC Prcte.ssionnl Engineer's Rcgistnuon 1812E Seal and Signature (specify da:;:) FORM: DMGS 091 PAGE 1 OF 1 • MAR 23 199S ENV, NIIANAGL'diLN i FA`(LZJEVILLE REG OFFIC1 March 20, 1995 M.J. NOLAND PWC/FAYETTEVILLE-WMS.BURG APT PO DRAWER 1089 FAYETTEVILLE, NC 28302 SUBJECT: CERTIFICATE OF COMPLETION PERMIT NO. WQ0008928 PWC/FAYEIThVILLE-WMS.BURG APT CUMBERLAND COUNTY Dear Permittee: On February 24, 1994 the Division of Environmental Management issued you the subject permit. One of the conditions of the subject permit read as follows: Upon completion of construction and prior to operation of this permitted facility, a certification must be received from a professional engineer certifying that the permitted facility has been installed in accordance with the requirements of this permit and the approved plans and specifications. Mail certification to the Permits and Engineering Unit, P.O. Box 29535, Raleigh, N.C., 27626-0535. To date, our records show that no certification has been received for the subject permit. If the permitted facility has been constructed and placed into operation please submit the required certification immediately. Operation of the treatment system prior to submission of the required certification is in violation of your permit and is subject to enforcement action. If you have any questions, please contact your consulting engineer for this project, COLLIE & COLLIE CONS.ENG. at (910)484-6353. If the facility has not been constructed, please contact the Fayetteville Regional Office at (919)486-1541, so that they can update their records. Thank you for your prompt attention to this matter. Sincerely, Original Signed By Angela Y. Griffin for Carolyn McCaskill, Supervisor State Engineering Review Group cc: File Fayetteville Regional Office