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Home My WebLink AboutWQ0011005_Application_19950509V. 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 May 9, 1995 MAYOR KATRINA G. MORRISON TOWN OF TAYLORTOWN PO BOX 1274 TAYLORTOWN, NORTH CAROLINA 28374 Dear MAYOR MORRISON: r� A IL �EHNF� 1,2, 1%& Fff 1 Subject: Application No.-WQ0011005 Habitat For Humanity Sewers -Private Moore County The Division's Permits and Engineering Unit acknowledges receipt of your permit application and supporting materials on May 8, 1995. 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 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 extension 546. 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 Hobbs Upchurch & Associates incerely, �t'o t,� (? 6v-&-o Caro yn Mc askill 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 B i A. MEMO TO: State Review Group FROM: Ricky Revels Environmental Techfiician IV SUBJECT: Procedure Four (4) WQ00IIO05 Habitat For Humanity Sewer Extension - Private Town of Taylortown Moore County Division of Environmental Management Fayetteville Regional Office 51995 Date State Review Group Review Engineer John Seymour 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) NPOES Permit No.: NC0037508 Expiration Date: 4 30 97 4) Compliance Information: Present treatment plant performance for previous 12 months - beginning 4194 (See attached self -monitoring data) 5) Quantity and type of wastewater from proposed sewers: 8,640 GPD domestic 100% industrial other 6) Volume from previously approved projects not yet tributary to WWTP 1,242,892 GPD 7) Regional Recommendations: Approval X Denial RR/rr Enclosure p ;KtX8d>MP " 05/17/95 COMPLIANCE EVALUATION ANALYSIS REPORT PAGE i PERMIT--NCO037508 PIPE--00i REPORT PERIOD: 9404-9503 LOC---E 'ACILITY--MOORE COUNTY WWTP DESIGN FLOW-- 6.7000 CLASS-4 .00ATION--CARTHAGE REGION/COUNTY--06 MOORE ,050 0000 00530 006% 3i6i6 50060 00300 TGP31C.; 0NTH Q/MGD BOD RE%/T%% NH3+NH4- FEC COLI CHLORINE DO CERI7DPF !MIT F 6.7088 F 22.00 F 30.0 i7.00 F 200.0 NOL NOL N3L 4/04 3.9566 3.75 6.2 .i0 57.3 .053 7.i6 4/05 3.8903 4.46 9.i .30 45.9 .033 7.39 4/06 4.0466 3.88 4.4 .35 32.2 7.42 i 4/07 4.4064 3.1i 4.6 .i0 35.6 34.080 8.44 4/08 4.245i 3.53 5.4 .iO 23.2 7.96 4/G9 4.8790 4.8i 7.0 .i0 104.i 142.272 8.05 3 4/i0 4.2322 6.i3 9.2 99.4 164.428 8.57 i .i6 !MIT F 6.7000 F 30.00 F 30.0 NOL F 200.0 NOL F 5.00 NGL 4/11 4.0466 6.i2 i0 0 .i0 66.8 153.i57 402 4.05i6 6.23 i2.3 .15 42.2 162.500 Al IMIT F 6.7000 F 30.00 F 30.0 NOL F 200.0 NOL NOL NOL 5/01 4.4967 7.21 8.7 .23 9.4 236.500 9.46 5/02 4.8964 5.7i 9.O .i0 27.5 0.000 10.12 5/03 5.074i 7.36 8.5 .10 22.5 60.869 ' 9.59 i VERAGE 4.35i8 5.19 7.9 .15 47.1 i82.486 8.41 i AXIHUM 8.5008 i7.60 19.6 5.70 15000.0 i600.000 13.50 3 INIMUM 2.8000 2.00 1.4 .iO 2.0 .030 4.50 i HIT MGD MG/L MG/L MG/L 4000ML UG/L MG/L PA%%/FAI � .. . KEX88/MP . 05/i7/95 COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2 ' PERMIT--NC0037508 PIPE--00i REPORT PERIOW 9404-9503 ACILITY--MOORE COUNTY WWTP DESIGN FLOW-- 6.7000 CLASS--4 OCATION--CARTHAGE REGION/COUNTY--06 MOORE ' a00i0 00400 00600 80665 08720 0i027 81034 OiO42 ONTH 0EMP PH TOTAL N PHO%-TOT CYANIDE CADMIUM CHROMIUM COPPER IMIT NOL 9.0 6.0 NOL NOL NOL NOL NOL 4/04 i8.60 7.9-7.2 i8.900 i.8008 .0000 .0000 .0800 i0.5000 4/05 19.76 8.0-7.4 17.500 2.5008 .0000 .0000 .0000 4/06 23.27 8.5-7.5 i9.000 2.2000 .0000 .0000 .0000 i0.5000 4/07 24.50 8.0-7.2 i5.400 2.2000 .0000 .0000 .0000 4.508O 4/08 24.86 8.0-7.5 i6.900 2.0000 .0000 .0000 .0000 ii.5000 4/09 23.6i 7.7-7.3 i5.700 1.5400 .0000 .0000 .0000 15.0000 400 0.28 8.4-7.3 i5.800 2.0606 .6000 .00OO .0000 13.0000 IHIT NOL 9.0 6.0 NOL NOL NOL NOL KOL 4/11 20.63 8.i-7.2 20.600 2.6006 .000O 14.000O M/12 i8.00 7.7-7.i i3.600 2.2000 .0000 ii.5OO� !MIT NOL 9.0 6.0 NOL NOL` NOL NOL NOL NOL 5/Oi i5.iO 8.i-7.5 i7.600 2.i000 ^0000 ii.500O 5/02 i4.iG 7.8-7.i 20.700 2.2000 i3.0000 5/03 16.52 7.9-7.4 19.680 i.6500 .0000 ' i0.O0�0 VERAGE 20.0i ....... i7.668 2.0825 .0000 .8000 ' .0000 10.4166 AXIMUM 27.00 8.500 20.700 2.6000 _______ ________ ........ 2i.0000 INIMUM 12.00 7.i00 i3.608 1.5400 ________ ________ ........ 4.00&�) NIT DEG.0 %U MG/L MG/L UG/L UG/L UG/L UG/L ��EX'�8/HP'' __ � 05/17/95 ' COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 3 PERMIT--NC0037508 PIPE--00i REPORT PERIOD' 9404-9503 LOC--- E FACILITY--HOORE COUNTY WWTP DESIGN FLOW-- 6.7000 CLASS--4 LOCATION--CARTHAGE REGION/COUNTY--06 MOORE 8d05i 01067 01077 0i092 8ii47 0900 MONTH 'LEAD NICKEL SILVER ZINC SELENIUM MERCURY LIMIT NOL NGL NOL NOL NOL 94/04 .0008 .0000 .00OO 24.0000 .0000 .O000 94/05 .0060 .0000 5.5000 13.5008 .0000 .0000 94/06 .0800 .0000 6.5000 19.5000 .0000 .0080 94/87 .0000 .0000 .0000 i5.5000 .0000 .000O ?4/OG .0080 .0000 .0800 20.5000 .0000 44/09 '0000 .0000 .6000 29.5000 .0000 � ;4/18 .0000 .0000 .0000 36.0800 .�000 .000O .!MIT NOL NOL NOL NOL NOL .0000 44.5000 2i.0000 34.0000 'IMIT NOL NOL NGL NOL 15/0 .0��0 i6.5000 NOL 15/02 38.5000 0.5000 3.3333 23.0000 VERACE .0800 .0000 6.2361 25.1666 .0000 ^ 000� AXIMUM ........ -------- 62.0000 47.0060 i5.0000 12.8005 -------- ------- NIT U�/L U�/L UG/L UG/L ---�� "*/� -------- U�/L �Jo.��ob E T D MAY 9 1995 State of North Carolina-um,(riL '�'ht'P'06 PRANG! Department of Environment, Health, and latuiral Resources Division of Environmental Management Non -Discharge Permit ApplicaPtion (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) M GRAVITY SEWER EXTENSION I. GENERAL INFORMATION: 1. Applicant (corporation, individual, or other): Town of Taylortown 2. Print Owners or Signing Official's Name and Title (the person who is legally responsible for the facility and its compliance): Katrina G. Morrison, Mayor 3. Mailing Address; P.O. Box 1274 City: Taylortown Telephone No.: 9( 10 State: NC Zip: 28374 295-4010 4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.): Utility Improvements to Serve Habitat for Humanity Subdivision 5. Application Date: March 10, 1995 6. Fee Submitted: $ 400.00 7. County where project is located: Moore H. 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.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 EX-MNSION 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.: 24 single family dwellings 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: 91 8,640 Explanation of how wastewater volume was determined: _ 24 potential 3 bedroom single family dwellings IV. DESIGN INFORMATION: gallons per day 1. Brief project description: 3,992 LF of 8" gravity collection mains to serve the proposed Habitat for Humanity Subdivision tying to -existing gravity main. 2. Name of wastewater treatment facility receiving wastewater: Moore Water Pollution Control Facilities a. Facility permit no.: NPDES No. NCO037508 b. Engineer should provide statement of his evaluation of downstream sewers to accept the wastewater: As per statements in the 201 Facilities Plan to update; MOWASA's engineer has verified that the downstream sewers can adequately accept the proposed flow. 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: 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" 3957 PVC .011 0.40% 5.94% 2.58 _9.96 36" 35 D.I. . 114 0.407. 0.407. 2.03 2.03 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: 335.49 linear feet. 6. This sewer line segment occurs between manhole no. 5 and manhole no. 6 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? Minimum cover of 36" over the top of the sewer main. 9. Outside drop manholes are provided where invert separations exceed: 2.0 feet. 10. Identify (by manhole number) those manholes that have drop connections: None 3of6 GRAVITY SEWER EXTENSION " PAGE 4 (4/91) ' 11. Maximum allowable infiltration/exfiltration test rate: Note: Must not exceed 200 GPD/ pipe dia. in./ mile. 100 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 X sanitary sewer specified? _ Yes _ No c) 10 ft. horizontal separation from water mains or 18 in. vertical X separation (water over sewer) or ferrous pipe specified? _ 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: None 17. Does this project involve any stream crossings? X yes _ 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: 36" of cover (minimum) from to of pipe to bottom of stream bed. Stream has a normal flow of approx. 5-10 gpm). Page 3 of 13 on on 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 fast 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. 4of6 Name and Complete Address of Engineering Firm: P.O. Box 1737 GRAVITY SEWER EXTENSION PAGE 5 (4/91) Hobbs, Upchurch & Associates, P.A. City: Southern Pines State: NC Zip: 28388 Telephone No. 910-692-5616 Professional Engineer's Certification: I, Bill Lester, Jr. , attest that this application for sanitary sewer improvements to serve Habitat or Humanity, Taylortown, NC 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 Bill Lester Seal and Signature (specify date): Applicant's Certification: I, Katrina Morrison, Mayor 17651 w 1765t/ •'��1 NE�Q�•: It . • . ,attest that this application for utility improvements to serve Habitat for Humanity Subdivision 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. l I Signature /G'fkDate 7-�S 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 5of6 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 $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 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. 6of6 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 MAYOR KATRINA G. MORRISON TOWN OF TAYLORTOWN PO BOX 1274 TAYLORTOWN, NORTH CAROLINA 28374 Dear MAYOR MORRISON: April 25, 1995 APR 27 1995 ENV. MANAGEMENT FAYETTEVILLE REG. OFFICE Subject: Return of Incomplete Application Habitat For Humanity Sewers -Private Moore County In accordance with Division policy, the enclosed application package, which was received on April 20, 1995, is being returned as incomplete.The following checked items are lacking: -Two sets of plans/specifications signed and sealed by an N.C. Professional Engineer. -Five sets of plans/specifications signed and sealed by an N.C. Professional Engineer. -Two copies of all required supporting materials. -Appropriately completed and signed application form plus one copy. -Letter from current permit holder requesting name change. ,f -Letter of flow acceptance (SPECIFYING FLOW) from owner of receiving treatment facility. This letter must be included in package when re -submitted. -Operational Agreement for sewers owned by individual residents, a homeowners association, or a developer. -Permit application processing fee of $.. -Subsurface evaluation/soil scientist's report for surface and subsurface waste disposal permits, including loading rate calculations. -Waste analyses and Toxicity Characteristic Leachate Procedure (TCLP) Analysis. -Other Items: After all required submittal information has been obtained, the completed application package may be resubmitted in accordance with the submittal instructions included on the application form. Be sure to submit all originally submitted information (and copies) along with the required additional information. If you have any questions, please contact Michael Allen at (919) 733-5083, ext. 547. cc: Fayetteville Regional Office Hobbs, Upchurch & Associates John Umstead Hospital SERG Return File Sincerely, arolyn McCaskill, Supervi r State Enaineerina Review Group Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer dVloozE ( atFT �� oguE�ZozlEy Water Pollution Control System P. O. Box 813 Pinebluff, North Carolina 28373 OFFICE OF SYSTEM SUPERINTENDENT TELEPHOtf: 910-281-3146 FAX: 910-281-2047 198b �, p April 20, 1995 O9� 4'COUVII AeR 21 9771►P ENV MANAOMENT Ms. Carolyn McCaskill, Supervisor f4t T&ILLE RAG. Of FIM State Engineering Review Group ,�,.. N.C. Dept. of Environmental Health & Natural Resources Division of Environmental Management P.O. Box 27687 Raleigh,N.C. 27611 Re: Habitat for Humanity Subdivision Town of Taylortown, Moore County, North Carolina HUA No. TT9402 Dear Hs. McCaskill - The Moore County Regional tAITP hereby agrees to conditionally accept up to 8,640 gallons per day of wastewater from the referenced project in accordance with request of April 18, 1995 by Hobbs, Upchurch & Assoc., P.R. Upon completion of the referenced project, the applicant's enaineer 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.02.20. 3. Complete set of As -Built drawings as approved by Engineer. 4. All shop drawings/ 0 & M Manuals, Diagrams. Illustrations, schedule & brochure 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. S cerely, c Gary C.Frick Svstem Superintendent emb Pc: Mr. Jim Tarnow, P.E., Moore Water and Sewer Authoritv Mr. Hitch Coleman. Exec. Director. Moore Water and Sewer Authority Ffr. W. David McNeill. Jr. Moore County Manager Mr. Chuck Cowherd, Hobbs, Upchurch & Assoc. P.A. Ms. -Katrina Morrison, Mavor, Town of Tavlortown ✓hir. Kerr T. Stevens. Dent. of EHNR, Favet.teville