The URL can be used to link to this page

Home My WebLink AboutWQ0040444_Application (FTSE)_20181212Permit Number WQ0040444 Central Files: APS SWID 11/19/2018 Permit Tracking Slip Program Category Status Project Type Non -discharge In review New Project Permit Type Version Permit Classification Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions A Individual Primary Reviewer Permit Contact Affiliation dean.hunkele Coastal SWRule Permitted Flow Facility Facility Name Magnolia Reserve Location Address Owner Major/Minor Region Minor Wilmington County Pender Facility Contact Affiliation Owner Name Owner Type Town of Surf City Government - Municipal Owner Affiliation Ashley Loffis PO Box 2475 Dates/Events Surf City NC 28445247 Scheduled Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration 11/16/2018 Regulated Activities Requested /Received Events Additional information requested Additional information received Outfall Waterbody Name Streamindex Number Current Class Subbasin STROUD ENGINEERING, P.A. 102-D Cinema Drive Wilmington, NC 28403 UNUUMn @IF 4G�[n]�M044L^�d (910) $15-0775 TO JV��/� WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter ❑ Attached ❑ Under separate cover via ❑ Prints ❑ Plans ❑ Change order ❑ DATE � � � JOB NO. ,�}� r —7 ATTENTI NP_ el-4- 2 RE:/11 A w- ❑ Samples the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION At RL tlffil a !. THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS �: Si CCA Sif NOV Ni i ry ' ;1V"a l�� r �J s ; ' t � 1 R� i o � ll Cit, fl COPY TO v SIGNED: /f enclosures are not as noted, kindly notify us at once. s STROUD ENGINEERING, P. A. CONSULTING ENGINEERS 102D CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403 WWW.STROUDENGINEER.COM LICENSE NO. C-0647 November 9, 2018 NCDEQ Attn: Mr. Dean Hunkele 127 Cardinal Drive Extension Wilmington, NC 28405 Re: Sewer Main Extension Magnolia Reserve Town of Surf City Mr. Hunkele : Rl'"C I f E D / �`4" C D E N R / D t8V R NOV 162.018 `,,i'a T. t- QL211ity Reclional {;,pc,rations Saction 0--li1r-iiri r? F`eci nai Office Please find the attached application for extending Town of Surf City sewer mains through the subject subdivision, which consists of 200 lots and will generate an average flow of 72,000 GPD at buildout. The current application requests a flow of 7,200 GPD for the initial 20 lot phase. Subsequent phases shall require a permit modification to allocate additional flow as needed. Thank you for your attention to this matter. Do not hesitate to contact me with any questions or concerns. Respectfully, David L. Menius, P.E. Stroud Engineering, PA 107B COMMERCE STREET 102D CINEMA DRIVE 3302C BRIDGES STREET GREENVILLE, NORTH CAROLINA 27858 WILMINGTON, NORTH CAROLINA 28403 MOREHEAD CITY, NORTH CAROLINA 28557 252.756.9352 910.815.0775 252.247.7479 State of North Carolina Department of Environmental Quality Division of Water Resources jay. 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION ✓ Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION Application Number: Ltd "(to be completed by DWR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: Town of Surf City (company, municipality, HOA, utility, etc.) 2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility ❑ Federal ❑ State/County Z Municipal Z Other 3. Signature authority's name: Ashley Loftis per 15A NCAC 02T .0106(b) Title: Town Manager 4. Applicant's mailing address: PO Box 2475 City: Surf Cfty State: NC Zip: 28445-�..;3 .an 5. Applicant's contact information: NOV �� ,f' `�r Phone number: (910) 328-4131 Email Address: aloftis@townofsurfcity.com 1�� pi� 4 •. . 101! ay_sn4>tr:+: II. PROJECT INFORMATION: 1. Project name: Magnolia Reserve 2. Application/Project status: Z Proposed (New Permit) ❑ Existing Permit/Project If a modification, provide the existing permit number: WQ00 and issued date: If new construction but part of a master plan, provide the existing permit number: WQ00 3. County where project is located: Pender 4. Approximate Coordinates (Decimal Degrees): Latitude: 34.4488' Longitude:-77.5851 ° 5. Parcel ID (if applicable): 4225-66-7142-0000, 4225-46-5793-0000, and 4225-65-7411-0000 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: David L. Menius License Number: 35677 Firm: Stroud Engineering, P.A. Mailing address: 102 D Cinema Drive City: Wilminon State: NC Zip: 28403- Phone number: (910) 815-0775 Email Address: lmenius@stroudengineer.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Town of Surf City WWTP Permit Number: WQ0000795 Owner Name: Town of Surf City V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: FM 8 inch System Wide Collection System Permit Number(s) (if applicable): WQCS Owner Name(s): Town of Surf City FORM: FTA 04-16 Page 1 of 5 VI. GENERAL REQUIREMENTS 1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? ❑ Yes E]No EN/A 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached? El Yes E]No EN/A 3. If the Applicant is a Home/PropertY Owners' Association, has an Operational Agreement (FORM: HOA) been attached? ❑ Yes ❑No EN/A 4. Origin of wastewater: (check all that apply): Residential Owned ❑Retail (stores, centers, malls) ❑Car Wash ❑ Residential Leased ❑Retail with food preparation service ❑Hotel and/or Motels ❑ School /preschool /day care El Medical /dental /veterinary facilities ❑ Swimming Pool /Clubhouse ❑ Food and drink facilities ❑Church ❑Swimming Pool/Filter Backwash ❑ Businesses /offices /factories ❑Nursing Home. ❑Other (Explain in Attachment) 5. Nature of wastewater: 100 % Domestic/Commercial % Commercial Industrial (See 15A NCAC 02T .0103 (20) I *.Is there a Pretreatment Program in effect? ❑Yes ❑ No 6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑Yes E No ➢ If yes, provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.0114(f)) Daily Design Flow 1,b No. of Units Flow 3 Bedroom Residence 360 gal/Day 20 7,200 GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 7,200 GPD a See 15A NCAC 02T .0114(b), (d), (e)(1)and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4). b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 7,200 GPD (per 15A NCAC 02T .0114) ➢ Do not include future flows or previously permitted allocations If permitted flow is zero, indicate why: ❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line [:J Flow has already been allocated in Permit Number: ❑ Rehabilitation or replacement of existing sewer with no new flow expected E Other"(Explain): The requested flow allocation is for the initial 20 lot phase. Subsequent phases will require modification FORM: FTA 04-16 Page 2 of 5 IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)): 1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & g) ➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems: Setback Parameter* Separation Required Storm sewers and other utilities not listed below vertical 24 inches Water mains vertical -water over sewer including in benched trenches) 18 inches Water mains horizontal 10 feet Reclaimed water lines vertical - reclaimed over sewer) 18 inches Reclaimed water lines horizontal - reclaimed over sewer) 2 feet "Any private or public water supply source, including any wells, WS-I waters of Class I or Class II impounded reservoirs used as a source of drinking water 100 feet **Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal high water or tide elevation) and wetlands see item IX.2) 50 feet "Any other stream, lake, impoundment, or ground water lowering and surface drainage ditches 10 feet Any building foundation 5 feet Any basement 10 feet Top slope of embankment or cuts of 2 feet or more vertical height 10 feet Drainage systems and interceptor drains 5 feet Any swl=mg pools 10 feet Final earth grade vertical 36 inches ➢ 15A NCAC 02T.0305W contains alternatives where separations in 02T.03cannot be achieved. ➢ * *Stream classifications can be identified using the Division's NC Surface Water Classifications webpa-ge ➢ If noncompliance with 02T.0305 f or (g) see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes [:] No ➢ See the Division's draft separation requirements for situations where separation cannot be meet ➢ No variance is required if the alternative design criteria specified is utilized in design and construction ➢ As built documents should reference the location of areas effected 3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? Yes ❑ No ➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202 4. Does the project comply with an individual 404 Permit or any 401 Certifications? E Yes ❑ No ➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters ➢ Information can be obtained from the 401 & Buffer Permitting Branch 5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? M/ ■ Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and sedimentation control plans, stormwater management plans, etc.). 6. Does this project include any sewer collection lines that are deemed "high -priority?" Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer. ❑ Yes ® No ➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location). High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit. FORM: FTA 04-16 Page 4 of 5 X. CERTIFICATIONS: 1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable? Yes ❑ No If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents. 2. Professional Engineer's Certification: I, D0V# d L . �� 1 t4 ,5 attest that this application for (Professional Engineer's name from Application Item III.1.) has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering calculations, and all other supporting documentation 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, Gravity Sewer Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this submittal package, 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. NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application package 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. North Carolina Professional Engineer's seal, signature, and date: 3. Applicant's Certification per 15A NCAC 02T .0106(b): r, /4s� lev Lo (Signature Authority's name & title . from 4pplication Item I.3 .) ............................, �..�.l.l �. j. ..................................... \A CA ■slow SEAL :..`. 35677 • .r fts `. I N z .... .............. ...................... } 2 o �' attest that this 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 documentation and attachments are not included, this application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non - discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application package 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. 11 Signature: Nw� Date: FORM: FTA 04-16 Page 5 of 5 State of North Carolina jDepartment of Environmental Quality Division of Water Resources dd ry POW IME,��0/11D/41/1611 , ,a� Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16) Entity Requesting Allocation: Town of Surf City Project Name for which flow is being requested: Magnolia Reserve More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater flow. I. Complete this section only if you .are the owner of the wastewater treatment plant. a. WWTP Facility Name: Town of Surf City WWTP b. WWTP Facility Permit #: WQ0000795 All flows are in MGD c. WWTP facility's permitted flow 1.1000 d. Estimated obligated flow not yet tributary to the WWTP 0.1826 e. WWTP facility's actual avg. flow 0.7173 f. Total flow for this specific request 0.007200 g. Total actual and obligated flows to the facility .9071 h. Percent of permitted flow used 82% II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP: (A) (B) (C) (D)=(B+C) (E)=(A-D) Design Obligated, Pump Average Daily Approx. Not Yet Total Current Station Firm Flow* * Current Avg. Tributary Flow Plus (Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available Number) MGD MGD MGD MGD Flow Capacity* * * 34 ?_ 57 1 nnRn n 5171 n 1 R?h n tiAQ7 n 11nRl The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service. * * Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pl) not less than 2.5. * * * A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where the Available Capacity is < 0. Downstream Facility Name (Sewer): Town of Surf City Downstream Permit Number: WQ0028681 Page 1 of 6 FTSE 04-16 III. Certification Statement: I A o A j-Op y 4'V �/qL-s certify to the best of my knowledge that the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances, given the implementation of the planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Sections I and II plus all attached planning assessment addendums for which I am the responsible party. Signature of this form indicates acceptance of this wastewater flow. Signing Official Signdture V-1-is Dare Page 2 of 6 FTSE 04-16 f 7°35'06.4"W -Ae MapS34026155.7"N 7.9 �d�st 12/13/2018