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HomeMy WebLinkAboutWQ0007909_Application (FTSE)_19930514i MEMO TO: State Review Group FROM: Supervisor °! t SUBJECT: Procedure'' (4) WQ000790 Karen Lake Condominiums Sewer Extension - Public City of Fayetteville Cumberland County Division of Environmental Management Fayetteville Regional Office 05/24/93 Date State Review Group Review Engineer Jill Little 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 6.0 MGD 3) NPDES Permit No.: NC0050105 4) Compliance Information: Present treatment plant performance for previous 12 months - beginning 04/01/92 5 (See attached self -monitoring data) Expiration Date: 05/31/96 0/9z0 Quantity and type of wastewater from proposed sewers: -46.1--TG6' GPD domestic 100% ; industrial ; other 6) Volume from previously approved projects not yet tributary to WWTP 2,279,296 GPD 7) Regional Recommendations: Approval X MJN/RR/rr Enclosure Denial pgay MAY 17 1993 Cd ENV. MANAGEMENT State of North Carolina FAYETTEVILLE REG. OFFICE Department of Environment, Health and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27604 James B. Hunt, Jr., Governor A. Preston Howard, Jr., P.E. Jonathan B. Howes, Secretary Director May 14, 1993 MR TIMOTHY WOOD PWC FAYE 1T VII LE PO DRAWER 1089 FAYE F1'hVWI .F, NORTH CAROLINA 28302 Subject: Application No. WQ0007909 Karen Lake Condominiums Sewers -Public Cumberland County Dear MR WOOD: The Division's Permits and Engineering Unit acknowledges receipt of your permit application and supporting materials on May 14, 1993. 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 Jill Little for a detailed engineering review. A technical acknowledgement will be forthcoming. 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 Jill Little at (919) 733-5083. Sincerely, Donald Safrit, P.E. Supervisor, Permits and Engineering Unit cc: Fayetteville Regional Office Moorman, Kizer & Reitzel, Inc. Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer 44 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 I. GENERAL INFORMATION: Public Works Commission of The 1. Applicant (corporation, individual, or other ): Ci ty of Fayettevi 11 e, NC 2. Print Owners or Signing Official's Name and Title (the person who is legally responsible for the facility and its compliance): Timothy Wood, Manager 3. Mailing Address: Post Off ce Drawer 1089 City: Fayetteville State: NC Zip: 28302-1089 Telephone No.: ( 919 ) 483-1382 4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.): Karen Lake Condominiums 5. Application Date: Apri 1 1993 6. Fee Submitted: $ 200.00 7. County where project is located: Cumberl and II. PERMIT INFORMATION: 1. Permit No. (will be completed by DEM): WQO D' ) 2. Specify whether project is: x new; renewal*; modification. *If renewal, complete only sections I through III and applicant signature (on pg.5). Submit only pgs. 1, 2, 5 (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: GSEA 4/91 Page 1 of 6 GRAVITY SEWER EXTENSION 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.: 208 Unit, 26 Building Condominium 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: 49,920 gallons per day 6. Explanation of how wastewater volume was determined: 208 uni ts 2 bedroom @ 120 GPD per bedroom = 240 GPD per unit. IV. DESIGN INFORMATION: 1. Brief project description: Extending 8" sanitary sewer from an existing 8" line to serve a 208 unit condominium complex. Total of 279 1.f. of 8''and 17 manholes. 2. Name of wastewater treatment facility receiving wastewater: . Rockfish Treatment Plant a. Facility permit no.: NC0050105 b. Engineer should provide statement of his evaluation of downstream sewers to accept the wastewater: This system connects to the overal 1 Beaver Creek Outfall which is designed to serve this area. 2of6 GRAVITY SEWER EXTENSION 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: 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 2790 V.C. 0.013 0.40 3.10 2.2 6.0 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? 5. Maximum sewer reach length between manholes: 280 linear feet. 6. This sewer line segment occurs between manhole no. 15+86 and manhole no.18+66 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? Min. 36" of cover with suitable backfill and compaction. 9. Outside drop manholes are provided where invert separations exceed: N/A feet. 10. Identify (by manhole number) those manholes that have drop connections: NONE 11. GRAVITY SEWER EXTENSION' PAGE 4 (4/91) Maximum allowable infiltration/exfiltration test rate: Note: Must not exceed 200(GPD/ pipe dia. in./ mile. 100 GPD/ pipe dia. in./ mile. 100 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? _ 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? 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: 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: 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, 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. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). d. 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. e. 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. 4 of 6 GRAVITY SEWER EXTENSION PAGE 5 (4/91) Name and Complete Address of Engineering Firm: Moorman, Kizer & Rei tzel , Inc. Post Office Box 53774 City: Fayetteville State: NC Zip: 28305 Telephone No. (919) 484-5191 Professional Engineer's Certification: I, James M. Kizer , attest that this application for Karen Lake Condominiums 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. 4783 Print Name of Engineer James M. Kizer Seal and Signature (specify date): Applicant's Certification: I, Timothy Wood Karen Lake Condominiums �i ✓ tiiVGIN�`�]+• `� e �yoN•o e , ♦ 7 FSM.‘4-� , attestt4tk is application for 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 Date 6-9� 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 5 of 6 f GRAVITY SEWER EXTENSION' PAGE 6 (4/91) 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 $400 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 $240 $120 Sludge < or = 300 Acres $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. 6 of 6 State of North Carolina Department of Environment, Health, and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh. North Carolin:: 2.7(i 64) 35 James G. Martin, Governor \Villiam W. Cobey, Jr., Secretary May 1, 1991 Memorandum To: Delegated Municipalities From: Steve W. Tedder, Chief(\ Water Quality Section Subject: Delegated \'lunic:palit cs Ch,eckiist for Revised Non-Dischal�Te Permit Applicatio-ns The Division of Environmental Management's Water Quality Section has revised the Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the basic information that the Division feels is necessary in order for the delegated municipalities to perform a review on a gravity sewer project for the Division; therefore, the Division will no longer require that 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 required and complete the bottom portion -of this page and attach it as the last page of all gravity seater 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 MUNtICIPALITY GRAVITY SEWER CERTIFICATION (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) Applicant: AROLINA Project Name: KAREN LAKE CONDOMINIUMS Delegated Municipality Reviewer's Certification: 1, VICTOR GAN.TEHSANT , 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 the Division of Environmental Management's minimum design requirements for gravity sewer projects. Delegated Municipality Reviewers NC Processional Engineer's Registration No.: Seal and Signature (specify date): StIO CARD /'' �,.,........• CAROL/AP -1. ,, . �.(ESSIONq� s. I a SEAL 1 r. 14368 i CD FORM: DMGS 4/91 PAGE 1 OF 1 State of North Carolina Department of Environment, Health and Natural Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina James B. Hunt, Jr., Governor May 18, 1993 Mr. Timothy Wood, Manager Public Works Commission of the City of Fayetteville PO Drawer 1089 Fayetteville, NC 28302-1089 Dear Mr. Wood: MAY 20 1993 v) ` ENV. FAYETTEVILLE REG. OFFICE Resources 27604 Jonathan B. Howes, Secretary Subject: Application No. WQ0007909 Additional Information Request Public Works Commission of the City of Fayetteville Karen Lake Condominiums Sewer Extension Cumberland County The Permits and Engineering Unit has completed a preliminary engineering review of the subject application. The following items must be addressed before we can complete our review: 1) Page 3 of the application form states that the only type of pipe material to be used is vitrified clay, whereas the plans show that ductile iron pipe will be used in some areas. Please submit three revised copies of page 3 of the application indicating that ductile iron pipe will be used. 2) Please check the minimum vertical separation of the water line crossing near manhole 6 + 95 (sheet 5). Please be advised that if the vertical separation of the water line from the sewer line is less than 18 inches, ductile iron pipe must be specified. If appropriate, please make the necessary revisions to this sheet and submit three copies. Refer to the subject permit application number when providing the requested information. Please submit three copies of all information to my attention at the address below. Also, please note that failure to provide this additional information on or before June 18, 1993, will subject your application to being returned as incomplete, in accordance with 15A NCAC 2H .0208. Regional Offices Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem 704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 919/896-7007 Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer If you have any questions on this matter, please call me at 919/733-5083. Sincerely,// Jill Little Environmental Engineer State Engineering Review Group cc: Fayetteville Regional Office Permit File WQ0007909 Moorman, Kizer & Reitzel, Inc. June 20, 1994 TIMOTHY WOOD PWC/FAYETI'EVILLE-KAREN LAKE C PO DRAWER 1089 FAYETITEVILLE, NC 28302 JUN 22 1994 ENV. MANA EMiNl FAYETTEVILLE REG. OFFICE SUBJECT: CERTIFICATE OF COMPLETION PERMIT NO. WQ0007909 PWC/FAYETTEVILLE-KAREN LAKE C CUMBERLAND COUNTY Dear Permittee: On May 28, 1993 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, MOORMAN,KIZER & REITZEL,I at (919)484-5191. 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. SincerelyOriginal Signed By Angela Y. Griffin for • cc: File Fayetteville Regional Office Carolyn McCaskill, Supervisor State Engineering Review Group