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HomeMy WebLinkAboutWQ0040902_Application (FTSE)_20190621Program Category Non -discharge Permit Type Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions Primary Reviewer dean.hunkele Coastal Sy' IRLile Permifted Flow Facility Name Site 11 Pump Station 772 Abandonment Location Address Owner Nanne Commanding Officer Marine Corps Base Camp Lejeune Central Files APS gWp 5/28/2019 Permit Tracking Slip Status Project `€ ype In review New Project 'Version Permit Class € station A Individual Pe, sit Contact Affiliation Major/Nfflnor Region Minor Wilmington Co€ ntv Onslow Facilihi j contact Affiliation Owner Type Government - Federal Owner Affiliation John R.Townson �m Mcleast-Mc8 Camlej G-F Emd Eqb 12 Post Ln Camp Lejeune NC 28547 Scheduled Crig issue APp Raceived Draft initiated Issuance Public Notice issue ff �ECT"s V£ Expiration 5/20/2019 Additional information requested Additional information received State of North Carolina Department of Environmental Quality Division of Water Resources 15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION Application Number: W-UU U'a— (to becompleted byawls) U ­U - JMJJILU�I,p� � I _ - H. SO 1. Applicant's name: Marine Corps Base Camp Leieunc, North Carolina (company, municipality, HOA, utility, etc.) 2. Applicant type: F-1Individual El Corporation E] General Partnership 0 Privately -Owned Public Utility 0 Federal [] State/County 0 Municipal El Other 3. Signature authority's name: Neal Paul per 115A N(,AQ 02,1_0 � 061'�,'� Title: Deputy Public Works Officer G-F/Public Works 4. Applicant's mailing address: 1005 Michael Road City: Cam eeune State: NC Zip: 28541 Camp J_ 5. Applicant's contact information: Phone number: (210) 451-2212 Email Address: neaI.,paul(J_),usmc.mil RMIUMMUX4001000 1�1,_ V 0%. lk if L Project name: Lift Station Reset (Site 11) 21 , 0— i 2. Application/Project status: 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: 34.7130' Longitude: -77.34616' 5. Parcel ID (if applicable): N/A (or Parcel ID to closest downstream sewer) f1111Ww_* - R 1. Professional Engineer: Joseph C. Avolis, PE, PLS License Number: 15360 Firm: Avolis Engineering, PA Mailing address: PO Box 15564 City: New Bern State: NC Zip: 28561- Phone number: (252) 632-0068 Email Address: avolisenginecrin2(&,embarcimail.com 1. Facility Name: French Creek Permit Number: NC 0063029 Owner Name: MCB Camp Lejeune 1. Permit Number(s): WQ Unk Downstream (Receiving) Sewer Size: 8 inch ------ ---- - ---- 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? Cl Yes [:]No [DN/A 2. If the Applicant is a Developer of lots to be sold, has a Devel -i gig t, -f FORM Q - V) been attached? FXI■�M 3. If the Applicant is a gper-ty A' been attached? 4. Origin of wastewater: (check all that apply): F1 Residential Owned El Retail (stores, centers, malls) El Car Wash El Residential Leased El Retail with food preparation/service ®Hotel and/or Motels School / preschool / day care F1 Medical / dental / veterinary facilities El Swimming Pool /Clubhouse ❑ Food and drink facilities El Church Swimming Pool/Filter Backwash El Businesses / offices / factories El Nursing Home Other (Explain in Attachment) 5. Nature of wastewater: 100 % Domestic/Commercial % Commercial % Industrial ( ANCA02-1,0103(20)) Is there a Pretreatment Program in effect? 01 Yes E] No 6. Hasa flow reduction been approved under l" 5A IN,,"CAC 02 Jwj Hn? ❑ Yes 0 No If ves, DEr2ovyidgetia-K2gL� 2ofLflgo2wair2edAuggeg2gl22royal 1Mier 7. Summarize wastewater generated by project: Establishment Type (see 02- Daily Design Flow No. of Units Flow Baseball Field Bathroom gal/ GPD (Existing - No New Flow) gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 0 GPD a See " 5A NCAC 021 .Vffl 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-Z-). b Per 15A NCAC 02T .0 1 14(c), design flow rates for establishments not identified [in table - 1, 5 A, NCAC - 02 ' -1- ., 0- 1 -- L14] 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 5A NCAC 02 1 .; 1;i 4 > 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: 0 Rehabilitation or replacement of existing sewer with no new flow expected [:] Other (Explain): FORM: FTA 04-16 Page 2 of 5 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 8 180 PVC 8 286 DIP ); 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) '03105 & r-,Ia,FD ,!ngnp 1. Pump station number or name: N/A - Elimination of Pump Station 2. Approximate Coordinates (Decimal Degrees): Latitude: 0 Longitude: - 3. Design flow of the pump station: millions gallons per day (firm capacity) 4. Operational point(s) of the pump(s): _ gallons per minute at feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 6. Power reliability in accordance with I ",-A h.11CAC U21' [:1 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: [] 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)(I)(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 timeframes, shall be provided in the case of a multiple station power outage. FORM: PTA 04-16 Page 3 of 5 1. Does the project comply with all separations found in 12"A-B "C Yes [:]No � 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) IS 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-1 waters of Class I or Class 11 impounded reservoirs used as a source of drinking water 100 feet "Waters classified WS (except WS-I or WS-V), B, SA, ORW, HOW, 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 15ANCACQ2'1­_­­ 'contains alternatives where separations in 01 i""I" _.,Q2_q_L5j-, cannot be achieved. ltt�Z_- "L - _U -tQ, _U 1 > "Stream classifications can be identified using the Division's NC Surffice ater Ciaspifilcatipnls ydb, > If noncompliance with CO' _U2U;_ see Section X of this application �­U_2_0 JO� 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) SYes E]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 1,5A NCACO2B .0200'., E]Yes ]No ®N/A This would include Trout Buffered Streams per 15A N'_­_PkC`2B,Q202 4. Does the project require coverage/authorization under a 404 Nationwide or E]Yes E No individual permits or 401 Water Quality Certifications? Information can be obtained from the 4() i &, B-o'fi-'ely oeh ­�, 5. Does project comply with 1,51". `2.'V ­,J I ------ 0-I,-- D (additional permits/certifications)? Yes [:]No Per i5,,`-�, 1­4 C U I 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 i 'A P-J" Ai_' 021, 0-102, "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. E] Yes [D No E] N/A > If yes, include an attachment with details for each line, including type (aerial line, size, material, and location). UM IFFINMAIL41, I Mllwaix' FORM: FTA 04-16 Page 4 of 5 1. Does the submitted system comply with i5A NCAQ,02'_',, the fjiininivain -n Iffir dh_� -L aiom D tt ,, i mull" U, m S, a y� '-evvg,,� i" In nulllini IIRVAFI & ­i 0"ai st-'ension as applicable? (1,at �srversi n). et o , and the Jz- *M If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for review. Avoroval of the request is reauired Drior to submittal of the Fast Track Ai)vlication and supporting documents. 2. Professional Engineer's Certification: \J 4 P"t ' (Professional Engineer's name from 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: i H C Applicant's Certification per 15ANCAC 02T.0106(b): attest that this application for (Signature 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. , any person who knowingly makes any false (JRR NOTE - In accordance with General Statutes 1-4,3" _2 � 5 .6,L� and 1,�3 - 215- 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: ZIAZ Date: ,�- FORM: FTA 04-16 Page 5 of 5 Project Narrative Lift Station Reset Site 11 Pump station 772 is a small system that serves an athletic field restroom/snack bar facility at building 772 which is behind the building 40 former elementary school. The facility is used on ;m intermittent basis during athletic events. The pump station can be gravity drained to an itgemuctooieeo8nch PVC gavty man andtxsweh0 286 linear feet of 8-inch DIP. There will not be any new flow associated with this project. The cmall pump station (3'diameter x 4'deep) will be demolished. PLAN A 772 (_. ELDS) AREA - USGS -16 NOT TO SCALE NOT TO SCALE 0 ru r TX Lj- — 'XII, I r99, �B 0 S772A PLAN 772 (BALMELDS) AREA - AERIAL qa7NOT TO SCALE s �A 0 x < uJ .6 c6 cl: C) b-� 0 ui C/) LU < co LU O CLOU w =38 o < :E