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Home My WebLink AboutWQ0040209_Application (FTSE)_20180815Central Files- APS SWP 8/7/2018 Permit Number WQ0040209 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 Amberleigh Shores Apts Phase 2 Private Pump Station & Sewer Location Address Owner Major/Minor Region Minor Wilmington County New Hanover Facility Contact Affiliation Owner Name Owner Type Flournoy Development Company LLC Non -Government Owner Affiliation Ryan Foster 900 Brookstone Centre Pkwy Dates/Events Columbus GA 31904 Scheduled Orig Issue App Received Draft initiated Issuance Public Notice Issue Effective Expiration 7/19/2018 Regulated Activities Requested /Received Events Additional information requested inn rcknaiv c� drte-l'�i.cri i.nfnrm t' .. t d .... ...... _. _... ... :...: .. ,••^^^• � �:.. � ._'wY•••-` PARAMOUNTE-i E N G 1 N E E R 1 N G, 1 2 2 C I N E M A DR IV E W I L M I N G T O N 9 N C 2 8 4 0 3 9 1 0- 7 9 1- G 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F) L E T T E R O F T R A N S M I T T A L ® Originals E Prints ❑ Shop Drawings ❑ Calculations ❑ Correspondence ❑ Plans ❑ Specifications ❑ Other as listed below Issue Status: ®For Approval ❑ As Requested ❑ Construction E,Bid ❑ For Your Use Z For Review and Comment ❑ Approved as Noted Ej See Remarks ction Taken: F No Exceptions Taken ❑ Make Corrections Noted ❑Amend &Resubmitni J_, „ ; :�.z-_c.rr: ski �. a ,\,rite•; ._ f ❑ Rejected - See Remarks ❑ Approved as Submitted El Other::,::: H�+a7t1 L 19 201 � t t C . i Remarks; t:� A ` cC: eremy R. Blai 14 AMBERLEIGH SHORES PHASE II CITY OF WILMINGTON, NORTH CAROLINA SANITARY SEWER DESIGN NARRATIVE Prepared for: FLOURNOY DEVELOPMENT COMPANY, LLC 900 BROOKSTONE CENTRE PARKWAY COLUMBUS, GA 31904 Prepared by: PARAMOUNTE E N G 1 N E E FR 1 N G, 1 N C. 122 Cinema Drive Wilmington, NC 28403 Project #16191.PE ft 2018 � SEA JULY _ L 02W2 R. 1 PROJECT NARRATIVE The property served by this proposed sanitary sewer infrastructure is located on US Highway 17 (Market Street) in Wilmington, NC and includes Tax Parcel #'s: R03600-005-028-000, R03600- 005-028-020-0021 R03600-005-028-025-0001 R03600-005-028-024-000, R03600-005-028-023-0001 R03600-005-028-383-000, and R03600-005-028-385-000. The property drains to Pages Creek (SA, HQW;18-87-22) — White Oak Basin. Flournoy Development Company, LLC desires to install a gravity sewer system and a 147 GPM pump station and 4-inch force main to serve a 287 unit multifamily development on the subject property. The proposed sewer system will be privately owned and operated and flow from the project will discharge to the Cape Fear Public Utility Authority System. The total projected flow from the proposed development is 77,020 GPD, and will be divided between two CFPUA sewer sheds. As shown in the attached table, flow from 275 units (Buildngs 1 - 5) along with a fitness center, swimming pool and single bay car wash will be collected through gravity sewer that drains to the proposed on -site private pump station and force main that will discharge to existing CFPUA gravity sewer that drains to the CFPUA Pump Station 95 (Country Haven Pump Station). Flow from 12 units (Buildings 6 & 7) will be collected through gravity sewer that drains to existing private gravity sewer located in the Amberleigh Shores Phase 1 development (WQ0035919) which drains to CFPUA Pump Station 80 (Bayshore #2). Sewer collected by this system will be treated in the James Loughlin (Northside) Wastewater Treatment Facility (Permit No. NC0023965). E cOn U 4-J � o E N O. O 0 (n > N Q, L O 0 to � \ Q V- � rn lO O .� •Ir CL E 3 a m c O V E E = coa U) m z z -a U 4J U 4-1 Vo aUriaO a oai � aai 00 `r 0 � ... 0�O \r0 o � �ML O �O rl �LAr-ILA � N �m � r-, CA C - co CD CD cn cn cn o _ _ O O O O :. Co0OoCA �o (A '� d' 10 ,--I 'O Ln N L 3 o 9A 00 �+ i �. d. N a 4%C) N � ui 00 O L 1.7 c _ .. o 0 O CL : C. �. V1 N W '_ 0 W u y 4-1 to L fv V iz W ca fo 11, Zi C Go Q U. N LM IA m ow L O 3 cn ._ Elmo V� W C fo E 0 0 4J O CL O d' O E E C •c: O L fu .� id cn iQ O E N rl � C fo •E O 0 0 E O O fo O L a� .fl L � � rl O O Z (!) LL_ 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 (�Uj [, 0a-ci� b DWRA hcation Number.W- t to be completed PP (y ) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: Flournoy Development Company, LLC (company, municipality, HOA, utility, etc.) 2. Applicant type: [:1 Individual Z Corporation ❑ General Partnership El Privately. -Owned Public Utility El Federal ❑ State/County ❑ Municipal El Other 3. Signature authority's name: Ryan Foster per 15A NCAC 02T .0106(b) Title: Vice President 4. Applicant's mailing address: 900 Brookstone Parkway City: Columbus State: GA Zip: 31904- 5. Applicant's contact information: Phone number: (706) 324-4000 Email Address: ryan.foster@flournoydev.com II. PROJECT INFORMATION: 1. Project name: Amberleigh Shores Phase II 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: New Hanover 4. Approximate Coordinates (Decimal Degrees): Latitude: 34.2856' Longitude:-77.8028' 5. Parcel ID (if applicable): R03600-005-028-000 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: a tj 1. Professional Engineer: Jeremy Blair License Number: 028852 JUL Firm: Paramounte Engineering, Inc. E� Mailing address: 122 Cinema Drive , City. Wilmington State. NC Zip. 28 03 Phone number: (910) 791-6707 Email Address: j b11 air@paramounte-eng com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: James Loughlin (Northside) Wastewater Treatment Plant Permit Number: NCO023965 Owner Name: Cape Fear Public Utility Authority (CFPUA) V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch System Wide Collection System Permit Number(s) (if applicable): WQCS Owner Name(s): Cape Fear Public Utility Authority FORM: FTA 04-16 Page 1 of 5 0 VI. A GENERAL REQUIREMENTS 1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? [:]Yes [:]No ®N/A 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached? ® Yes ❑No ❑N/A 3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached? ❑ Yes ❑No ®N/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 ❑ Medical / dental / veterinary facilities E 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 .01.03(20)) Is there a Pretreatment Program in effect? El Yes ❑ No 6. Hasa flow reduction been approved under 15ANCAC 02T .0114( ? El Yes Z No ➢ If yes, provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.011.4(f)) Daily Design Flow a,b No. of Units Flow see chart gal/unit GPD gal/unit GPD gal/person GPD gal/ GPD gal/ GPD gal/ GPD Total 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 .01:14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 77,020 GPD (per 1.5A 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 ❑ Flow has already been allocated in Permit Number: ❑ Rehabilitation or replacement of existing sewer with no new flow expected ❑ Other (Explain): FORM: FTA 04-16 Page 2 of 5 It VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers): 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 8-inch 693 - TO CH PS PVC AWWA C900 8-inch 916 - (TO BS #1 CFPUA 79) PVC AWWA C900 8-inch 535 - (TO BS #1 CFPUA 79) DIP 8-inch 388 - (TO BS#2 CFPUA 80) PVC AWWA C900 ➢ Section II & 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) — 027T .0305 & MDC (Pump Stations/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: PS #1 2. Approximate Coordinates (Decimal Degrees): Latitude: 34.2853' Longitude:-77.8039' 3. Design flow of the pump station: 46,538 millions gallons per day (firm capacity,) 4. Operational point(s) of the pump(s): 147 gallons per minute at 63 feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 4 29225 PVC AWWA C900 4 675 PVC AWWA C900 FUSIBLE 6. Power reliability in accordance with 15A NCAC 02T .0305(h)(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)(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 timeframes, shall be provided in the case of a multiple station power outage. FORM: , FTA 04-16 Page 3 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(t) & (gJ Z Yes ❑ No 15A NCAC O?T 0105(f) rnntninc minimum cennrntinnc that chn11 he nrovided for sewer cv&tems� 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 g 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 building foundation 5 feet -Any Any basement 10 feet Jop slope of embankment or cuts of 2 feet or more vertical height 10 feet Drainage systems and interceptor drains 5 feet swimming pools 10 feet -Any Final earth grade (vertical) 36 inches ➢ 15A NCAC 02T.0305(�) contains alternatives where separations in 02T.0305(t� cannot be achieved. ➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpa�e ➢ 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) E Yes [:]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 02B .0200? El Yes ❑ No ® N/A ➢ This would include Trout Buffered Streams per 15A NCAC 213.0202 4. Does the project require coverage/authorization under a 404 Nationwide or E]Yes ® No individual permits or 401 Water Quality Certifications? ➢ Information can be obtained from the 401 & Buffer Permitting Branch 5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? E Yes ❑ No Per 1.5A NCAC 02T.01.05(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. El Yes 0 No ❑ N/A ➢ 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 . Wes the yu�3Etit%tt'd systcnn �:anlpiy with 5.A ` 1.;,1t_ 021, the \i f iyoitr �;�tt_.. i. �`r;_;_ '__.._ �t= .; . ` . ix!,.. ` �. ��._ �►► ' ? fit.' � iltl i'k.11y�C 'IitEfi3S �3�ttc.':�i„b.c�t- clli i and the C it'a4 �t + �� L?i' llltttlt.4i1 C� SE�.'!1 i'tt�l�4.i ,(lat s ti-,ersinn i as applicable. 2_ 117, yes L_j tiIV I1"No, complete and subinit the V ariancerAlternative Design Request application (VADC 10-14) and supporting documents for review. Vp1wovia I oft hereg best is reg uired irior to submittal of the Fast Track A► j fi cation and supliorting docttntents. Professional Engineer's C'ertiftiatioll: Poo -1 AV AOL Mkv ave , (PrU ssional Engineer's name from Application Item Ill. 1. ) .._.attest tliat tlii,,� -tipl)lic;ation for has been relviewed 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 tbrther attest that to [tie. best of my knowledge the proposed design has been prepared in accordance Nvith the applicable regulations, Gravity Sewer Minimum Design t:`riterla for Gravity Sewers (latest version), and the N inimum Design Criteria for the Fast -Wrack. Pemitting w of Pump Stations and Force kfains ( latest version). Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under ;ray signature anti seal sunifies that I have reviewed this material and have judged it to be consistent with the proposed design. ?SOT! -- In accordance with General Statutes I43-215.6A and 14�-215.611, any person who knowingly makes any false statement, representation, or certification in any application package, shall he guiINy of a Class 2 misdemeanor-, vvhich may include a fine: not to exceed S10,000, as well as civil penalties up to $25,000 per violation.. l North Carolina Professional Engineer's seat, signature, and date: F , MlollrZ7 3. Applicant's t:ert.i tcation per 15A N Af.` 02'r .0106(b): Af .. L440 rr-&.04 40e, N' A". lonft)r AL.- IiMAL Ohm" r (sitonatiire AUthority's narne & title: from Application Iti:m I..).) has been reviewed by ine 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 dOCU nentation 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 Nvaters or the land will result in an irnmediate enforcement action that nmr include civil penalties. injunctive relief. and car criminal prosecution. l 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 info nation and attachments are not included, this application package will be returned to nie as incomplete. 'COTE In accordance with General Statutes 14.1-2„1,*; _()'A and 14' -. 15.6B, any person who knowingly makes any false statement, representation. or certification in any application package shall be guilt- of a Class 2 misdemeanor. which may include a zinc not to exceed l a,000 as well as civil penalties up to $25,000 per violaEion. Signature: Datc: w^ 1 CORM: U-11A 04- I G Y State of North Carolina Department of Environmental Quality Division of Water Resources �� U 1-51( m ct f Wale � Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16) Entity Requesting Allocation: Flournoy Development Company, LLC Project Name for which flow is being requested: Amberleigh Shores Phase II 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: James A. Loughlin (Northside) WWTP b. WWTP Facility Permit #: NPDES NC 0023965 AllfZowsare inMGD c. WWTP facility's permitted flow 16.000 d. Estimated obligated flow not yet tributary to the WWTP 2.538 e. WWTP facility's actual avg. flow 10.661 f. Total flow for this specific request 0.077020 g. Total actual and obligated flows to the facility 13.276 h. Percent of permitted flow used 83.0% 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: Pump Station Firm (Name or Capacity Number) MGD 80 0.294 '7n n '711n (A) Design Average Daily Flow* * (Firm / p f), MGD n 1 1 Q n 1 Q Q (B) Approx. Current Avg. Daily Flow, MGD 0.081 (C) (D)=(B+C) (E)=(A-D) Obligated, Not Yet Total Current Tributary Flow Plus Daily Flow, Obligated Available MGD Flow Capacity*** 0.021 0.102 0.016 n AACP7 n?) CA n n2 A 95 2.251 0.900 0.463 0.478 0.941 -0.041 89 11.444 4.577 4.493 1.308 5.800 -1.223 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 (pf) 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): Cape -Fear Public Utility Authority Downstream Permit Number: Page 1 of 6 FTSE 04-16 S III. Certification Statement: I Matthew Tribett, CFPUA Eng. Mgr 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 Signature -7i7 Date Page 2of6 FTSE 04-16 PLANNING ASSESSMENT ADDENDUM (PAA) Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is < 0. Pump Station (Name or Number): Given that: a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for 22% total flow % and 1.308 MGD of the Available Capacity (E) in Pump Station 89 ;and that b. The rate of activation of this obligated, not yet tributary capacity is currently approximately MGD per year; and that c. A funded Capital Project that will provide the required planned capacity, namely Smith Creek PS Upgrade is in design or under construction with planned completion in 3rd quarter 2018 ; and/or d. The following applies: A second funded capital project, namely the Blue Clay Road Force Main, will also provide additional capacity at Pump Station 89 by diverting existing flow that is currently tributary to Pump Station 89 directly to Northside Wastewater Treatment Plant. A funded capital project will provide the required planned capacity to Pump Station 95. The project .is beginning design with planned completion estimated in 2019. Therefore: Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure. I understand that this does not relieve the collection system owner from complying with G.S. 143- 215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal system. "7/0 7l J� Signing Official Signature Date Page 3 of 6 FTSE 04-16 • File an Annual Report/Amend an Annual Report • Upload a PDF Filing 41 Order a Document Online Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a Pre -Populated Annual Report form Limited Liability Company Legal Name Flournoy Development Company, LLC Information SosId: 1199733 Status: Current -Active Annual Report Status: Current Citizenship: Foreign Date Formed: 4/19/2011 State of Incorporation: GA Registered Agent: CT Corporation System Addresses Reg Office Reg Mailing Mailing 160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200 900 Brookstone Centre Parkway Raleigh, NC 27615 Raleigh, NC 27615 Columbus, GA 31904 Principal Office 900 Brookstone Centre Parkway Columbus, GA 31904 Company Officials All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20. 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