Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WQ0029323_Regional Office Historical File Pre 2018
Mr. Donald Duncan, City Manager Town of Troutman 400 North Eastway Drive Troutman, North Carolina 28166 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality September 16, 2005 Subject: Permit No. WQ0029323 Troutman Industrial Park Water & Sewer Extension Wastewater Collection System Extension iredell County, North Carolina Dear Mr. Duncan: -In accordance with your application received on August 16, 2005, we are forwarding herewith Permit No. WQ0029323, dated September 16, 2005, to the Town of Troutman for the construction and operation of the subject wastewater collection system extension. This permit shall be effective from the date of issuance until rescinded,, and shall be subject to the conditions and limitations as specified therein. This cover letter shall .be considered a part of this permit and is therefore incorporated therein by reference. Please pay particular attention to Permit Condition 3 which requires that the wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any individual system -wide collection system permit issued to the Permittee. Permitting of this project does not constitute an acceptance of any part of the project that does not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; 3) and the ,Division's Minimum Design Criteria for the _Fast=Track Permitting -of Pump Stations and Force Mains adopted .June 1., 2000, as applicable, unless specifically mentioned herein. Division approval is based on acceptance of the certification provided .by a North Carolina -licensed Professional Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina -licensed 'Professional Engineer to the licensing board. N rthCarolin atura!!y Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: (704) 663-1699 Fax: (704) 663-6040 Internet h2o.enr.state nc.us Customer Service: 1-877-623-6748 An Equal OpportunitylAffinnative Action Employer— 50% Recydedfl0°% Post Consumer Paper Mr. Donald Duncan Page 2 September 16, 2005 In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the Town of Troutman for the construction and operation of approximately 1,425 linear feet of 10-inch gravity sewer, 1,900 linear feet of force main, and a 82 gallon per minute pump station with duplex pumps, on site audible and visual high water alarms, and an on -site generator with automatic transfer switch as part of the Troutman industrial Park project,.and the discharge of 85,500 gallons per day of collected domestic wastewater into the City of Statesville's existing sewerage system, pursuant to the .application received August 29, 2005, and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the Department.of Environment and Natural .Resources and considered a part of .this permit. The sewage and wastewater collected by this system shall be treated in the City of Statesville WWTP (Third Creek NPDES No. NC0020591) prior to being discharged into the receiving stream. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding. If you need additional information concerning this matter, please contact Dee Browder at (704) 663-1699. Sincerely, for Alan W. Klimek, P.E. cc: Iredell County Health Department Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0020591) John Garland, .PE Surface Water Protection Central Files Marie Dokiovic, PERCS NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT This permit shall be effective from the date of issuance until rescinded and shall be subject to the following specified conditions and limitations: 1. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity •Sewer -Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's 'Minimum .Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically mentioned herein. 2. This permit shall be effective only with respect to the nature and volume of wastes described in the application and other supporting data. 3. The wastewater collection facilities shall be properly maintained and operated at all times. The Permiee shall maintain compliance with an individual system -wide collection system permit for the operation .and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H .0227: a. The sewer system shall be -effectively maintained and operated at all times to prevent discharge to land or surface waters, and any contravention of the groundwater standards in 15A.NCAC 21_ .0200 orthe surface water standards in 15A NCAC 2B .0200. b. A map of the sewer system shall be developed and shall be actively maintained. c. An operation and maintenance plan shall be developed and implemented. d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le. 365 days per year). Pump stations that are connected to a telemetry system shall be inspected at least once per week. e. High -priority sewer lines shall be inspected at least once .per every six-month period of time. f. A general observation of the entire .sewer system shall be conducted at least once per year. g. Inspection and maintenance records shall be maintained for a period of at least three years. h. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A 'NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute §143-215.1C. 4. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to change ownership, or there is a name change of the Permittee, a fomial permit request shall be submitted to the Division accompanied by documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request shall be considered on its merits and may or may not be approved. 5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State. 6. Per 15A NCAC 2H .0220, upon completion of construction and prior to operation of these permitted facilities, the completed Engineering Certification form attached to this permit shall be submitted with the required supporting documents to the address provided on the form. A complete certification is one where the form is fully executed and the supporting documents are provided as applicable. 7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater collection facilities. 8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with North Carolina General Statutes §143- 215.6A through §143-215.6C. .9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement facilities. 10. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances that may be imposed by other govemment agencies (local, state and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500. 11. Noncompliance Notification: The Permittee shall verbally report to a Division of Water Quality empioyee at the Mooresville Regional Office, telephone number (704) 663-1699, as soon as possible, but in no case more than 24 hours or on the next working day, following the occurrence or first knowledge of the occurrence of either of the following: a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or breakage, etc.; or b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. 2 Voice mail messages or faxed information is permissible, but shall not be considered as the initial verbal report. Overflows and spills occurring outside normal business hours may also be reported to the Division of Emergency Management at telephone number (800) 858-0368 or (919) 733-3300. Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form CS-SSO (or the most current Division approved form), within five days following first knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond control. Permit issued this the 16th day of September, 2005. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION for Alan W. Klimek, ., Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0029323 3 Fast Track Engineering Certification Permit No. WQ0029323 September 16, 2005 Complete and submit this form to the permit issuing regional office with the following: • One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection system extension • Supporting design calculations (selected pumps, system curve, operating point, available storage if portable generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of this project • • Changes to the project should be clearly identified on the record drawings or in written summary form. Permit modifications are required for anv changes resulting in non-compliance with this permit, regulations or minimum design criteria. This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all required supporting documentation have been received by the Division. Therefore, it is highly recommended that,this.certification be sent in a manner that provides proof of receipt by the Division. ENGINEER'S CERTIFICATION ❑ Partial ❑ Final 1, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Troutman -Industrial Park Water & Sewer Extension, lredell County project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June I, 2000 as applicable; and other supporting materials, North Carolina Professional Engineer's seal, signature, and date: SEND THIS FORM & SUPPORTING DOCUMENTATION WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS MOORESVILLE REGIONAL OFFICE SURFACE WATER PROTECTION 610 EAST CENTER AVENUE, SUITE 301 MOORESVILLE NC 28115 The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions. CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3 Z 0 re 0 LL Z Z 0 1-- Q U J 0 . USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! 1. Owner. la. Town Of Troutman, NC Application Number: rrA (to be completed by DWQ) W tX, Li, 3iO, Full Legal Name (company, municipality, HOA, utility, etc.) Ib. Donald E. Duncan, Jr., Town Manager Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!) 1 c. The legal entity who will own this system is: ❑ Individual 0 Federal ® Municipality ❑ State/County ❑ Private Partnership 0 Corporation 0 Other (specify): 1 d. 400 N Eastway Drive 1 e. Troutman Mailing Address City 1 f. NC lg. 28166 State 1 h. 704-528-7600 Zip Code 1i. 704-528-7605 1j. manager@townoftroutman.org Telephone Facsimile E-mail 2. Project (Facility) Information: 2a. Troutman Industrial Park Water & Sewer Extension 2b. Iredell County Where Project is Located Brief Project Name (permit will refer to this name) 3. Contact Person: 3a. John B. Garland, PE, Project Engineer Name and Affiliation of Someone Who Can Answer Questions About this Application 3b. 704-872-7990 Phone Number 3c. jbg23@bellsouth.net E-mail B. PERMIT INFORMATION 1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.: For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only include the modified information in this permit application - do not duplicate project information in B(7) and B(10-11) that has already been included in the original permit. 2. Owner is ® Public (skip to item B(3)) ❑ Private (go to Item 2(a)) 2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one) ❑ Retaining Ownership (i.e. store, church, single office, etc.) or 0 Public Utility (Instruction III) ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV) ❑ Selling units (lots, townhomes, etc. - go to item B(2b)) 3. City of Statesville, NC Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project 4a. Third Creek WWTP 4b. NC0020591 Name of WWTF WWTF Permit No. 5a. Town of Troutman 5b. 8" ® Gravity '5c. N/A Owner of Downstream Sewer Receiving Sewer Size El Force Main I Permit Number of Downstream Sewer (if known) 6. The origin of this wastewater is (check all that apply): ❑ Residential Subdivision ❑ Apartments/Condominiums ❑ Mobile Home Park D School ❑ Restaurant ® Office ❑ Car Wash ❑ Institution ❑ Hospital ❑ Church ❑ Nursing Home ® Other (specify): Commercial 100 % Domestic/Commercial Industrial Other (specify): 7. Volume of wastewater to be allocated for this particular project: 85,500 gallons per day *Do not include previously permitted allocations 8. If the permitted flow is zero, indicate why: ❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line ❑ Flow has already been allocated in Permit No. ❑ Rehabilitation or replacement of existing sewer with no new flow expected CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4 9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H .0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A NCAC 2H .0219(1)(3). See attached calculations 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) 10 4 Length (feet) Gravity or Force Main (use the pull down menu) 1,425 Gravity 1,900 Force Main ENTER TOTAL LINE LENGTH IN MILES 0.63 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary) Location ID (self chosen - as shown on plans for cross-reference) Design Flow (MGD) PS1 0.024(initial) Operational Point GPM @ TDH Power Reliability Option (1- dual line feed; 2- permanent generator wIATS; 3- • portable generator wltelemetry; 4-wet well storage) 82 @ 75 2 12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable? ® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION 13. Have the following permits/certifications been submitted for approval? Wetland/Stream Crossings - General Permit or 401 Certification? Sedimentation and Erosion Control Plan? ❑ Yes ❑ Yes ❑ No ® No ® N/A ❑ N/A Stormwater? ❑ Yes 0 No ® NIA 14. Does this project involve aerial lines or siphons? Check if yes: 0 These lines will be considered high oriority and must be checked once every six months 15. Does this project have gravity sewer lines designed at minimum slopes? ❑ Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be corrected prior to submitting the final engineering certification.. RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5 ppp • C. STREAM CLASSIFICATION • 1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103 (FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality regional office (see instructions for addresses) OR indicate the following: ❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope waterbody; AND, ❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability option for any pump station near a Class C down slope waterbody. Location ID on Map (self chosen - as shown on map for cross-reference) Trib (T1) Duck Creek Name of Waterbody Duck Creek Duck Creek County Iredell Iredell River Basin Yadkin Yadkin Waterbody Stream Index 12-108-20-4-3 12-108-20-4-3 Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI regardless of whether a classification is provided! Waterbody Classification C D. CERTIFICATIONS 1. Applicant's Certification: !, Donald E. Duncan, Jr., attest that this application for Ttroutman Industrial Park Water & Sewer Extension 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 documentation and attachments are not included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina Genera! Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil p alties up to $25,000 er violation. 1 a. - Os igning Offci ignature Date 2. Professional Engineer's Certification: 1 attest that this application for Troutman Industrial Park Water & Sewer Extension has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. 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 1 have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215, 68, any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a ' fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. 2a. John B. Garland Professional Engineer Name 2b. John B. Garland, PE Engineering Firm 2c. 1613 Museum Rd Mailing Address 2d. Statesville 2e. NC 2f. 28625 City State Zip 2g. 704-872-7990 2h. 704-872-7990 2i. Jbg23@bellsouth.net Telephone Facsimile E-mail ,,,�',H GAR° *. S.rM5sr0f\'';\ SEAL 3513 .+�0 fir,, Seal, Signature & Date 1ttttI of *tatt� uittt . (0. faux 1111 • 'tuteuuille. North (garolina 28687 August 25, 2005 John B. Garland, P.E. 1613 Museum Rd. Statesville, NC 28625 Re: Flow Acceptance For Troutman Industrial Park Dear Mr. Garland, We have reviewed your request for flow acceptance. The City of Statesville has adequate capacity to accept 85,000 gallons per day of wastewater from the referenced site. Per our conversation this will be domestic wastewater.The receiving facility will be the Third Creek Wastewater Treatment Plant, permit number NC0020591. Please be advised that this acceptance in no way waives or exempts property owners or occupants from any part of the City of Statesville, Sewer Code Ordinance, including section(s) dealing with pre-treatment unless such waiver or exemption is approved by the City Council. If you have any additional question or need any additional information, please contact me at 704.878.3438 Sincerely, Joe Hudson, Director Water Resources cc: Rob Hites Wayne Lambert Jerry Byerly 1 • (A7(V �f 3' t7/94-"l p'07f'7t'L2/i .z<7t 57 /Z5/7 -s- -7A(e'd e p_c-g - „ 'V a'r/-7/c 7 027' c_cW' /o" za cp fez 1sila yr `per/!rv�/s 7'6o = -�� -7 »'--0_�GuLv c • s eL 7 Z (i-v !Pi Q r7oec :; 1 j 5 crape) ?Z 5/7 •,c::y sLL L ' = {7 -719/s7fv -t�' S ° f � 9 flHJ • O'd- / / z 5j;. .c7D ry -9()7,' oao j e/5' ��sCa®mas �2 ".1)1Stl (---7 / •G`v_t) Ji % / S (2/�" �%y1C17/fig �71 (94cD7_ , 7f� p/ ( 2/> 7 Is Gj 7/ T5-7 Y "/yam ''-'ff/ / z •Z-,.rti q / 'G Z = 77--f'1 / r-477-141 9'72 — Ga2l,1/49LC' qg 0 l S '"g98 .7'75' 78 gym = of.9g;5' .7-0,p d kind a-6'3'7 -r 7 L°7$ -?,1 a Q ;97.33// d Co .•!f('AN/ s•2LB ? d1 7_/)/( 7aAG)/i �1�rv�7 lug' ,?/," ',adze lY/# C311 oc",612 INF-Z 4IX 9�.0 = CTOV 6 1e7=' fit mida,i,57 1 LI/�,. l 17 4 L 5732/- / Sv 1 ► •d �� eJ . -d7cgc / ; =73}/2s'd Ep a—y c •ir_g7,_g SL'7Z6 = 6' N/ '/ L' 7 Z.b ! sif -or ' c? ( . iretIJ i& " '2'/ -.�s 7l ,, u6'6.S 02- r d4� /// 7fX/ c2z,c-* G eL'Id /zS//01s° 777 2/0_ ` (7_5/‘ d U zei a1 �o _a- 'I9d27 2/2 / -Q cs %)` 91 /s1't/ err-bie3,,?J7•bi_s /G/ 1r/i , 4' 7 ' /1xVLS -Z Eff/ L 4 r- CX5/ 5-77 -{yOQQ ' 7 / < `o421h7 - JP Cg w, 7 i t 2 / z.5-17' 'r7. (-)4o-7-7 / /0_2 r/". 77 a'O ..p/e74 i* • fr --= ^1- /.7' ?/ - 79,Z. aGr✓i// ?7��C� )iQ 7f 17 •dare /c/e2 ,d4 ov �/GrIQ•r1 �dSS (�-/d o r 15d4�G82_ • /• j371 ,/c ,gv /2 13 Zr9 4 / J /� 2zg 41''6y47a�� yo2 C° = 1 41'7 : 37 ! K !, /4 = en 425 /04 7C7R = /24 45„ '37/ x/,S/ = O,56.0/aoR4 245 0ea Za?sb Lf C D. 5 6b 9 67P- /440L- ,2j' �/3 4/, Pg. 2Z4 v = 2 40/9 1/. 1jy = C2./9.7A4/11- _ c0r06 p_ f24J4i-L £,O4i T/v» J7/» L. g•U22/770,1 wren 72 - -12/-- ,*//z/39Z?,5 !'%O lase 4 " 54 5 ,4' /7 RP►4 -D 6 y TO lip 79U ,- P P e -?Grtt-vr`' c 6. mod/ Y 2 //cl - CLO ram- 77;91_ pzlrci,eC �� o•�/J -,UQiJ5 m/, L i0m,7?� l�/CAL 3, 3 / 7 4, 3 r >c sue•,., / �,seraP7/.4/&d- Z7Z ( ) , zcrp- 4 = 7l400o sue@ /ze, Rep pC,e.i / 42-L /2;4.577 7-L/77 l 57,er ,4z /.1v.,-gc._ ,-,�X 3q,zAc� /4,2©0 cta- 7 - C2zz 1 I/Uc4r Ste. Sd/ L v - 99 o SZ p( = / 2oo X/s /5 mA Joe, 600 !v 779-L G 7`(i i !J%Z� /1GO/4.1 /ZS£ /dca,l/%v. c9 a S P2 S o .� /246,100,0 gricc -' 224, (056)0rig TROUTMAN QUADRANGLE s,-c) NORTH CAROLINA 7,5 MINUTE SERIES (TOPOGRAPHIC) 510 55' 508 91' 1199.19.:9 . „ 5.5 , 'it 'Martin% e'97,tn: V." 999th 1,t911,tif High, '99,1% , 9 it9i,,?t Pat 9 "9,994,01.1.v49for,"0199trf,qi9 3,9 . . Bationi 440 o0o EET s 80 52°30" 5 45' Lt441,4 al. Fos to: Ooth, South itutio0 p 930 ott Pleit 14.0640t,i,p1 Fur PfibM,',4:01" 14trli TROUTMAN QUADRANGLE NORTH CAROLINA 7,5 MINUTE SERIES (TOPOGRAPHIC) 610 1 440 000 FEET bE 80'4,52'30" „.7,7tt ,7r ' P ti-35t45' i.44144,004, .:„'•*.kAf sato...1„ :054 4 40" Permit Number WQ0029323 Central Flies: APS SWP_ 09/15/05 Permit Tracking Slip Program Category Non -discharge Status Project Type In review New Project Permit Type Version Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Extensions Primary Reviewer dee.browder Permitted Flow 85500 Facility Permit Classification Individual Permit Contact Affiliation Facility Name Major/Minor Region Troutman Industrial Park Water &Sewer Minor Mooresville Extension Location Address County Iredell Facility Contact Affiliation Oyvner Owner Name Owner Type Town of Troutman Government- Municipal rlates/Events Orig Issue Scheduled App Received Draft Initiated Issuance 08/29/05 Regulated Activities Commercial or industrial. other Wastewater collection Outfall NULL Owner Affiliation Elbert Richardson PO BOX 26 Troutman NC 281660026 Public Notice Issue Effective Expiration ReouectedIReceived Events Additional information requested Additional information received Waterbody Name Stream Index Number Current Class Subbasin FROM - Fast Track Engineering Certification Permit No. WQ0029323 September 16, 2005 <TUG>AUtA 22 2006 3: 33/ST. 3: 32/141o. 716O0000238 P 3 • Complete and submit this form to the permit issuing regional office with_the following: • One copy of the project record drawings (plan & pronte views or sewzr linco)-of tha woaterevortar eotleec.•s system extension Supporting design calculations (selected pumps, system curve, operating point, available storage if portable generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of this project ▪ Changes to the project -should be -clearly .identified on the record drawings or Irrwrttterrsurrrrnery form. Permit modifications are required for any changes resulting In non-uurl Wiianoc with this permit, rocyulntione er minimum design criteria. This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all required supporting documentation have been received by the Division. Therefore, it is highly recommended that this certification be sent in a manner that provides proof of receipt by the Division. ENGINEER`S CERTIFICATION ❑ Partial Fina! I, ..aibc!-4.44.44D , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, ❑ weekly, ❑ full time) the construction of the Troutman=industrial Park Water & Sewer Extension, iredell County project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC 2H .0200; the Division ot•Water I} Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the StationsVnii Fnrce Mains adopted June 1, $041D-ae aNr.,tia:aL.c., +.. r`r--• . ....-. North Carolina Protessror.pl r-ngIncor•c seal. signature. and date: - » -an. CNCs .,-. s.P—s-^-t, - - - I\wlfN ll!1LTl Y_.A\f uu ITN REOr1JR1F17..ATiAG}intl,M(TSr 7Q i HOu'S=O1.L 'L.�` !NC _.._ -—•a�►cs,'-ss"i�6ti i1-!.,G..LC3�:•�t.:,`•i,,,�:-rrtr - .-... SURFACE .W Al }=ti i'ROTECTI O N 610 EAST CENTER AVENUE, SUITE 301 MOORESVILLE NC 28115 TIu PPmnitrr ir..rL.pnnaihIA far trackinrl ail partial certifications uo until a final certification is received. Any J� Lrs r,4 ex• En . cvxow.:y _•_•_•, �� r•wi-..:._�:«'.':F{:: •.._.- » �..�. Englneer•n cenlricasNcin il�111 pg __n••e••�^�n r. v�r.i .ar tl,„ v�rr +.c ...,-. �• •. s. 17,1.+1,1. m.. r•.a.Zi9laee se+ : 4,•, .• .,rrforaomorlt actin• .... , -• • • - - FR6M CTUS)AUQ 22 2003 0:33/ST. 3:32/No. 7S000OO233 P 2 TO • JOHN B. GARLAND, P.E. CONSULTING ENGINEER 1613 Museum Rd. STATESVILLE, NC 28677 (704) 872-7990 ;i ' �. 11�2 x C-J 6i1/7c 561 /f t',e LL4, /M. eBii`J GENTLEMEN: WE ARE SENDING YOU ❑ Shop drawings 0 Copy of letter arirIT 71311N11511N111 "T —� JOB NO. TION Ago, `J `A/ /fzprK(1111.Q- 471157{f,9LL )AL7 9t/ Ar7 S/ 049(5 Vii Jr/4267e, : 93Z3 r . Attached 0 Under separate cover ❑ Prints ❑ Change order 0 Plans via ❑ Samples the following items: 0 Specifications COPIES DATE NO. DESCRIPTION B-ZZ-1,6 .706./•/4750'S 257Z2—it7G 4477t THESE ARE TRANSMITTED as checked below: 0 For approval XFor your use 0 As requested REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections 0 Resubmit copies for approval 0 Submit copies for distribution ❑ Return corrected prints ❑ For review and comment 0 ❑ FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US f_r5 /¢,C9 0 E7t:AZ4. .T�► G4/X•!E4)7-7f ? 4, 4/ Spiv 7'" i-r,/' 0012 4 _77 7 49 Ai 7I ,(as,/7/ .4a4/ .4 1-- COPY TO Z SIGNED: if enclosures are not as noted, kindly notify us at once. IT-414.3