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Home My WebLink AboutWQ0040899_Application (FTSE)_20190621VVQ0040899 Prograrn Category Non -discharge Permit iyp.e Gravity Sewer Extension, Pump Stations; & Pressure Sewer Extensions K�rir ary Reviewer dean.hunkele coastM S"Npule Per -pitted F= ovv Facility Game Site 6 MCAS 4 Pump Station Abandonment ``ccation Address Owner Owner Name Commanding Officer Marine Corps Base Camp Lejeune Central Files: APS stat=us Project Type In review New Project SWID 5/28/2019 Version Permit Cfassificatior, A Individual Pc r nai: Contact Affiflation major/minor Region Minor Wilmington Count," Cnslow Facility C.onii act Affiflation Owner Type Government - Federal Owner Afffliation John R-Townson Mcleast-McB Camlej G-F Emd Eqb 12 Post Ln Datear=v'r nts Camp Lejeune NC 28547 Scheduled Ding Issue App Received Draft initiated lss€ea€ace pu wk Notice Issue Effective Expiration 5/20/2019 State of North Carolina Department of Environmental Quality Division of Water Resources 15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION DIASIon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION Application Number: i (to be completed by DWR) 1. Applicant's name: Marine Corps Base Camp Lejeune, North Carolina (company, municipality, HOA, utility, etc.) 2. Applicant type: R Individual El Corporation E] General Partnership EJ Privately -Owned Public Utility 0 Federal El State/County M Municipal El Other 3. Signature authority's name: Neal Paul per 15A NCA-,'-" Title: Deputy Public Works Officer G-F/Public Works 4. Applicant's mailing address: 1005 Michael Road City: Camp JLeeurre State: NC Zip: 28541- 5. Applicant's contact information: Phone number: (210) 451-2212 Email Address: neal.paulausmc.mil 11. PROJECT INFORMATION: k I j 1. Project name: Lift Station Reset (Site 6) 2. Application/Project status: 0 Proposed (New Permit) ❑ Existing Permit/Project If a modification, provide the existing permit number: WQOO Unk and issued date: If new construction but part of a master plan, provide the existing permit number: WQOOO 3. County where project is located: Onslow 4. Approximate Coordinates (Decimal Degrees): Latitude: 34.70928' Longitude: -77.42983' 5. Parcel ID (if applicable): N/A (or Parcel ID to closest downstream sewer) 1. Professional Engineer: Joseph C. Avolis, PE, PLS License Number: 15360 Firm: Avolis En2ineerim, PA Mailing address: PO Box 15564 City: New Bern State: NC Zip: 28561 Phone number: (252) 01-0068 Email Address: avolisenginecrin2C&,embarcimail.com 0111HE �0I 0i 11111111i 1 1 1 PRIOR , 1. 1 _ff _1 1. Facility Name: French Creek Permit Number: NC 0063029 Owner Name: MCB Camp Lej eune 1. Permit Number(s): WQ_U4k Downstream (Receiving) Sewer Size: 6 inch SyL�, n_VJde 1,:0'HeAi0,_,,, sy,,,'�'s,,rp"]P, _,,kab1e):WQCS Owner Name(s): FORM: FTA 04-16 Page 1 of 5 1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? 2. If the Applicant is a Developer of lots to be sold, has a 'gori i -a '-- "'fir ',A u"h i been attached? 3. If the Applicant is a Hoy ' .3D e rs As s u c ,a Ll wn' as ngri FQfU, : 12, been attached? ON ! - X �04= 4. Origin of wastewater: (check all that apply): n Residential Owned Retail (stores, centers, malls) El Car Wash E] Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels F1 School / preschool / day care Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse El Food and drink facilities El Church E] Swimming Pool/Filter Backwash 0 Businesses / offices / factories [:] Nursing Home E] Other (Explain in Attachment) 5. Nature of wastewater: 100 % Domestic/Commercial % Commercial %Industrial (See i 5A NQ_",V'_' "I- -, ,,, ,"q U i U I UJ L -------- >Is there a Pretreatment Program in effect? [D Yes E] No 6. Has a flow reduction been approved under 15 A NCIAC 021- 1" E] Yes [D No If ves, vrovide a CoDv of flow reduction ats )roval letter 7. Summarize wastewater generated by project: Establishment Type (see LE' ,T Daily Design Flow " b No. of Units Flow See Attached gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 6320 GPD a See 'I 5A f-l"CAf "I --b"gN n, d 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. 42A40. b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A_N'_'A'_''_Q,21 01'13, 4] shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 0 GPD (per I 5.p- NQ Crkc 02 --------- - ------ _0 > Do not include future flows or previously permitted allocations If permitted flow is zero, indicate why: El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line E] Flow has already been allocated in Permit Number: [D Rehabilitation or replacement of existing sewer with no new flow expected E] Other (Explain): FORM: FTA 04-16 Page 2 of 5 VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.03-66 & MID, 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 8 2060 PVC > Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria > Section III contains information related to minimum slopes for gravity sewer(s) > Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC VIII. PUMP STATION DESIGN CRITERIA (If Applicable) —0,T.03,1814 & P,, DC COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: Site 6 2. Approximate Coordinates (Decimal Degrees): Latitude: 34.70933' Longitude: -77.43011' 3. Design flow of the pump station: 0.00632 millions gallons per day (firm capacity) 4. Operational point(s) of the pump(s): 264 gallons per minute at 32.0 feet total dynamic head (TDH) 5, Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 4 40 DIP 6. Power reliability in accordance with 15A Nf--'AC 102 1_ J)3+_) i Z Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B).,, > Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day )> Must be permanent to facility Or if the pump station has an average daily flow less than 15,000 gallons per day: El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T .0305(h)(1)(C) or El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C): It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement) and is compatible with the station, > If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage capacities and the rotation schedule of the portable power source or pump, including travel timeftames, shall be provided in the case of a multiple station power outage. FORM: FTA 04-16 Page 3 of 5 r 71111' 111 91 1. Does the project comply with all separations found in SA NCAC 02]" MYes DNo � 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems: 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 11 impounded reservoirs used as a source of drinking water 100 feet "Waters classified WS (except WS-1 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 swimming pools 10 feet Final earth grade (vertical) 36 inches 5A NCAQ 02T.0305.� _g) contains alternatives where separations in Q,21.0305(,P cannot be achieved **Stream classifications can be identified using the Division's NC Surface Water Classifficctioins 'We If noncompliance with 021.031fflpr Ig-1 see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) EYes []No [—]N/A > 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 setbacks found in the river basin rules per 15A - NCAC - 0 - 2 B `02 - 0 - 0? r_1 Yes E]No 0 N/A > This would include Trout Buffered Streams per 5A NCAC 211020"3 4. Does the project require coverage/authorization under a 404 Nationwide or F] Yes Z No individual permits or 401 Water Quality Certifications? > Information can be obtained from the 4() 1 & &.um"I I i:N I 5. Does project comply with .15,4, N,-' `6 (additional permits/certifications)? Z Yes E] No Per 15A t,,ICAC 021.01 1100, 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 15 ' NC A,- ")-n 01'0', "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer positioned parallel to strearnbanks, that is subject to erosion that undermines or deteriorates the sewer. El Yes 0 No El N/A � If yes, include an attachment with details for each line, including type (aerial line, size, material, and location). FORM: FTA 04-16 Page 4 of 5 1. Does the submitted system comply with 15A NCA , 01", the h i-n-11hanuz-1 ' a 1"or Ole Pt- Ed,N6, siafio-nl-, mnms. ieVe and the Uc_e1-,,,) as applicable? 0 Yes [-I No If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for review. ADDroval of the _request jrequired prior to submittal of the Fast TKggk A ILeation and supporting documents. 2. Professional Engineer's Certification: na me from Application Item 111. 1.) attest that this application for 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 143-215.613, 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: ZJ 4 PH 3. Applicant's Certification per 15ANCAC 02T.0106(b): attest that this application for (Signatur& Authority's name & title from Application Item 1.3.) 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 i A13-21 ' --A and ' 4 5_,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. Signature: I/ / A AZ \1 Date: , - ( I I � FORM: FTA 04-16 Page 5 of 5 PLAN AR A -� WAS OPS FA - USGS WP ��NOT TO SCU s W, I �11 11 �1011 Ll PLAN A "\ MCAS OS REA - AERAIL Wrl-1 TO SCALE s PA mo x uj LJ Ij of j) 0 I lz w o w cj) < uj IS LIA o LL c-') z z uj ggg c5l I ully" ffa M IQ, I m i -vow 0 156 CoOo-ogac-rmX A Wki b m rLoWgATFE = " L, Project Narrative Lift Station Reset Site 6 MCB Cgum There are four existing wastewater pump stations located in the general vicinity of the MCAS operations building. These four pump stations are all proposed to be demolished and consolidated into one new regional pump station. The new pump station will discharge into an existing 6-inch force main that currently flows along the roadway at the site. The new pump station will discharge to the same downstream pump station approximately one-third of a mile away where all of the wastewater in the area currently flows. There will not be any new flow associated with this project. There will be 2,060 linear feet of 8-inch PVC gravity sewer main and 40 linear feet of 4-inch DIP force main constructed by this project.