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WQ0041016_Application (FTSE)_20190521
State of North Carolina DWR Department of Environmental Quality Division of Water Resources ISA NCAC 02T .0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION Application Number: 00 q 10 4 (to be completed b) DWR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: I. Applicant's name: Pulte Home Company LLC (company, municipality. IIOA. utility. etc.) 2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately-0%%ned Public Utility ❑ Federal ❑ State. -County ❑ Municipal ❑ Other 3. Signature authority's name: Chris Rauehlev per 15A NCAC 02T .0106(b) Title: VP Land Development I'or Pulte 4. Applicant's mailing address: 1223 Crescent Creen Dr. Suite 250 Citv: Cary State: NC Zip: 275 I8- 5. Applicant's contact information: Phone number: (919) 816-1100 Email Address: Chris.Rauehlcv`u-pulteeroun.com 11. PROJECT INFORMATION: 1. Project name: Alexander Place Townhomes 2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project If'a modification, provide the existing permit number: WQOO and issued date: Ifnew construction but part of a master plan. provide the existing permit number: WQOO 3. County where project is located: Durham 4. Approximate Coordinates (Decimal Degrees): Latitude: 35.88104: Longitude:-78.89278 5. Parcel ID(ifapplicable): 073701169142 (or Parcel ID to closest downstream sewer) 111. CONSULTANT INFORMATION: L Professional Engineer: Patrick Aarbeau License Number: 27370 Firm: Timmons Croup Mailing address: 5410 Trinity Rd Ste 102 City: Raleigh State: NC Zip: 27607-_ Phone number: (919) 866-451212 Email Address: natrick.barbeau ii timmons.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Triangle Wastewater Treatment Plant Permit Number: NCO026051 Owner Name: Durham Countv V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): I. Permit Number(s): WQPrior to 1974 Downstream (Receiving) Sewer Size: 48 inch Svstem Wide Collection Svstcm Permit Numbers) (if applicable): WQCS00038 Ot%ner Namc(s): Durham Cauntv FORM: FTA 04-16 Pagel of 5 VI. GENERAL REQUIREMENTS I. 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 De,�elo er's Operational Agreement FORNI: DCV been attached? [:]Yes [:]No ®N/A 3. ll'the Applicant is a 1 fomerPro erty Owners' Association, has an O,eralional Agreement rORNI: iIOA been attached? [-]Yes [-]No ®NIA 4. Origin ofwastewater: (check all that appl)): ® Residential Owned ❑ Retail (stores, centers. malls) ❑ Car Wash ❑ Residential Leased ❑ Retail with food preparation/sen ice ❑ Hotel and/or Motels ❑ School / preschool i day care ❑ Medical l dental veterinary facilities ❑ Swimming Pool ;Clubhouse ❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter Backwash ❑ Businesses.-" offices..' factories ❑ Nursing I come ❑ Other (Explain in Attachment) 5. Nature of wastewater: 100 % DomesticlCommercial % Commercial %Industrial (See 15A NCAC 02'I_0101(201) 4Is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Has a flow reduction been approved under 152\ NCAC 02'I' .01140)? [:]Yes ®No i If Yes, provide a copy of flow reduction approval letter 7. Summarize wastev%atcr generated by project: Establishment Type (see 02T.01 14(f) Daily Design Flow No. of Units Flow dwelling unit (3 BR) 360 gal?day 157 56520 GPD cal/ GPD gall GPD gal/ GPD gall GPD gale GPD Tofu! 56520 GPD a See 15A NCAC 02T .01 14(h). d . c I 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 cast ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42AA). b Per ISA NCAC 02T Al 14(c), design flow rates for establishments not identified [in table 15A NCAC 021'.01 141 shall be determined using available flow data, water using fixtures. occupancy or operation patterns. and other measured data_ 8. Wastewater generated by project: 56520 GPD (per 15A NCAC 02 l" .01 14) 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): roRm: FTA 04-16 Page 2 of 5 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" 242 DIP 8" 3335 PVC 1 i Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria i Section Ill 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 Vlll. PUSIP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & .NIDC (Pump Stations/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: 2. Approximate Coordinates (Decimal Degrees): Latitude:.. Longitude: -� 3. Design now of the pump station. millions gallons per du) (firm capacity) 4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDII) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 6- Power reliability in accordance with 15A NCAC 02T .030500( 1): ❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02-F ,0305(h)(1)(I3): 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 13.000 gallons per day: ❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T A305(h)(1)(C) or ❑ 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 %Kith the station. i 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 I5A NCAC 02'1' .030511) & (g) ® Yes ❑ No �- 15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided ft)r 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 (v crtical - reclaimed over sewer) 18 inches Reclaimed water lines (horizontal - reclaimed aver sewer) 2 feet *"Any private or public water supply source, including an) wells. WS-1 waters of Class I or Class II impounded reservoirs used as a source of drinkin > water 100 feet *"Waters classified WS (except WS-I or WS-V). B. SA. ORW, I IQW, or SB from normal high water (or tide elevation) and wetlands (see item IX.2) 50 feet **Any other stream, lake, impoundment. or ground Crater lowering and surface drainage ditches 10 feet Any building foundation 5 feet Anv basement 10 feet Top slope of embankment or cuts of 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 15A NCAC O2T.0305(g) contains alternatives «here separations in 021'.0303(I) cannot be achieved. **Stream classifications can be identified using the Div ision's NC Surface Water Classifications vvchnage If noncompliance with 02T.0305(I) or (u I. see Section X of this application 2. Does the project comply with separation requirements tier wetlands? (50 feet of separation) ® Yes ❑ No ❑ WA See the Division's draft separation requirements for situations %%here 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 I SA NCAC 0213 .0200? ® 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 ® Yes [-]No individual permits or 401 Water Quality Certifications? Information can be obtained from the 401 & Buffer I'ermittinL, Branch 5. Does project comply %with 15A NCAC 02T;0105(c)(6) (additional permitsicertifications)? ® Yes ❑ No Per 15A NCAC 021',0105ie)(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 021'.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 ❑ N:'A :- If ycs, 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. I:ORNI: i' TA 04-16 Page 4 of 5 X. CERTIFICATIONS: 1. Does the submitted system comply with 1 ,;r1 VCAC 021, the MIrim iiat Design C riicria stir ilic Pernriiiin:• of Pumni Swilons :uul Force lylaMs flalost version). and 111e GravnVCener„\_j;itintum Uctiiun Criteria flatest versitint as applicable? © Ye, ❑ No If No, Cuuaplele and Submit laic VarianecWtemative Design Request application (VADC 10-14) and supporting documents for review, Al r ruvnl of the rec ucst is rem aired vrior In submhtul of the East `l"rack Appliention :ind%nonorline documents 2 Pro1'441 nal Engineer's Certification I, �r�J� 1-1 {L'a�A� — attest J (Prolessional Engine.r"s name from Application Item Ill. 1.) has been reviewed by me and is accurate, complete and consistent w•nh the information supplied in the plans, specifications. engineering calculation,, and all other supporting documentation to the hest of my knowledge. I further attest that to the best of my knowledge the proposed design hits been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Critei is for the Cast -Track Permitting of Pump Stations and Force Nlams (latest version) Although other professionals may have developed certain portions of this submittal package, inclusion of titcse materials under my signature and seal signifies that I have reviewed this material and havejudged it to he consistent with the proposed design. VOTE. - In accordance with General Statute; 143-2I5 6A and 143-21 i.613, arty person who knowingly makes any false statement, ra prescnfahon, or certification in any application package shall he guilty of a Class 2 misdemeanor, which may include a fine not to exceed &10,000. as wull as eitif penalties up to $25,000 per violation. �piN 11 �f 1 rI� North Carolina Professional Engineer's seat, signature, and duce: Q10 �_ S j ti yg r, 370 �ia'rr+riitt'�awl � ��� � 2,019 3. Applicant's��aaCertification per ' 5A NCAC 02"r .0106(b): 1. _ nt�[ ..... ..P,+�-' _ U P L- , w = attest that this application for (Signature Au rity's name & title from Applic,ition 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 if" required supporting documentation and attachments are nut included, this application package is subject to being returned as incomplete. I understand that any discharge of wastewater front this non - discharge system to surface waters or the land wall result in an immediate enlbrcemeni action that may include evil penalties, iniunctive relief, and: or criminal prosecution. I will make no ctaini againsl the Division of Yater lZesources sltoadd 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 143-215.011, any person who knowingly makes any talsc statement, representation, or certification in any application package shall be guilty of a Class 2 nisdemeanor, which may include a fine not to exceed $10,000 as well as civil pen.dnes up It, $25,000 per violation Sif:nature- Ltil.. &L.,Date: -7 f 11Ij EORIM: FTA 04-16 Page 5 of5 State of North Carolina Department of Environmental Quality Division of Water Resources Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16) Entity Requesting Allocation: Pulte Home Company LLC Project Name for which flow is being requested: Alexander Place Townhomes Mare than one FTSE may be required for a single project if the owner of the WWTP is not responsible far all pump stations along the route of the proposed wastewater flow. 1. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: Triangle Wastewater Treatment Plant b. WWTP Facility Permit #: NCO026051 All flows are in MGD c. WWTP facility's permitted flow I2 d. Estimated obligated flow not yet tributary to the WWTP 2.271 e. WWTP facility's actual avg. flow 4.788 f. Total flow for this specific request 0.0565 g. Total actual and obligated flows to the facility 7.116 h. Percent of permitted flow used 59.30 11. 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) Design Pump Average Daily Station Firm Flow** (Name or Capacity, * (Firm 1 pf), Number) MGD MGD NIA (B) (C) (D)=(B+C) (E)=(A-D) Obligated, Approx. Not Yet Total Current Current Avg. Tributary Flow Plus Daily Flow, Daily Flow, Obligated Available MGD MGD Flow Capacity*** * 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 (pi) 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): Durham County Sewer Downstream Permit Number: WQCS00038 Page l of 6 FTSE 04-16 1 II1. Certification Statement: I Stephanie Brixey 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. Signature 5 Date Page 2 of 6 TIMMONS GROUP 'roUz vl-' April 5, 2019 Raleigh Regional Office, Water Quality Section 1628 Mail Service Center Raleigh NC 27699-1628 Fast Track Application for Private Gravity Sewer Extension at Alexander Place Townhomes — Durham, NC NC Dept of Environmental Quality MAY 21 2019 g.alcigh Regional Office The site is located in Durham City limits, but the sanitary sewer flows will be collected by Durham County. The project consists of a 26.08 acre site with no existing buildings or infrastructure_ The proposed project is a 157 unit (three bedroom) townhome community with supporting infrastructure. The new gravity sewer system for the project will be private inside the project property. The private ssanitary sewer will tie to a new public sewer extension north of the intersection of NC HWY 55 and TW Alexander Rd (SR 2028). The sanitary sewer for the project will consist of the following: 8-inch gravity sanitary sewer main • 8 Inch DIP (600 LF) • 8 inch PVC (3,137 LF) The sanitary sewer flow allocation required for this project will be: Bedrooms GPD 157 Units * 3 Unit * 120 Bedroom _ 56,520 GPD TIMMONS GROUP 4,EVE7 rl-4,1 ]juG- OU,15. Included in this Application Package: A. One Original Application a. One Copy of Application B. Cover Letter C. Application Fee of $480.00 D. Fast Track Application (FTA 04-16) a. Completed and Executed FTA 04-16 b. Documentation of registered business E. Flow Tracking/Acceptance Form a. FTSE 04-16 F. Site Maps a. USGS color copy with Project Site Delineated. 1. Downstream connection point included. b. Aerial Map G. NIA a. No existing infrastructure H. NIA a. No pmup stations proposed. I. Certificate of Public Convenience and Necessity: a. Letter from NC Utility Commision's Water and Sewer Division Public Staff J. Operational Agreement a. Developer form. Please do not hesitate to contact us if you need additional information We thank you in advance for your assistance with this process. Sincerely, Patrick Barbeau, P.E. 5410 TRINITY ROAD, SUITE 102 • RALEIGH NC 27607 • PHONE 919.866.4951 • FAX 919.859.5663• WWW.TIMM0NS.COM [H d 'EXCHANd it I i "76 ~ JESTER RO Low -ex _ Grove. soa �.. ". .• �� —154 rri V ao L d --.w .. o PROPOSED i �- I 'm74 It,, CONNECTION TO spa ' EXISTING SSWR - DURHAM COUNTY SYSTEM � .rA*M op I rt { u t Oil s ry .. 3073o""N SITE ; c DURHAM COUNTY TRIANGLE WASTEWATER ' TREATMENT PLANT -LIP �, *4 Iiopw No 'tipO s J �� I�}OODnE 35°52'30' 65' 7BO52'30" ROAD CLASSIFICATION L iwlrrr+t r oLw Expressway Local Connector Secondary Hwy LacAl ROM Ramp 4WD 1p Interstate Route ( US Route O Stale Route A� CUAORANOL[ LOCATION 1 Hillsborough 1 2 1 2 Northwest Durham l Northeast Durham y 4 Chapel Hlll 5 Southeast Durham i 6 Farrington 6 7 B 7 (;Peen Leve. 6 Cary ADJDlNINO QUADRAWAES SOUTHWEST DURHAM, NC 2016 G | ¥ or�� \ \,� �f � � �• � � z\ \� AF - ���� . � !- . Ago f . . �;411' 3*2018., Google Maps Go gle Maps J3,iµ. P4ad Google 4 Map data ©201 B Google 500 ft 4 htlps:/lwww.googla.com/mopal@36.8610392.•78 BBQ3034.16.73z 1;1 Robinson, Jason From: Robert Wingate <Robert.Wingate@timmons.com> Sent: Friday, July 12, 2019 1:07 PM To: Robinson, Jason Cc: Patrick Barbeau; Cashion, Ted; Deck, Erin M Subject: [External] FW: Alexander Place Townhomes Attachments: Pages from FTA 04-16 (Update) - private- REVsig ned.pdf �rnal ernarl. Do not click links or open attachments unless �Jv Jason, Attached is the revised application for Alexander Place, signed by Chris Raughley. In response to your comments: 1. Item 1.3 (Page 1 of 5) shows Robert Anderson as the applicant. However, the email address in 1.5 is for Randy King. And X.3 (Page 5 of 5) is signed by someone else (Chris Raugh??). Section X.3 should be signed by the permittee that is listed in item 1.3. Either page 1 or page 5 needs to be revised and resubmitted. Page 1 has been updated to include the contact info for the VP of Land Development, Chris Raughley. 2. The cover letter states that a Certificate of Public Convenience and Necessity was included, but there wasn't one in the package. However, Section VIA was checked "N/A", and it doesn't appear that such a certificate is necessary. Please confirm this. No Cert. is needed or included with this application. 3. The cover letter also states that an Operational Agreement was included, but there wasn't one in the package. However, Section V1.2 and V1.3 were checked "N/A", so it doesn't appear that an Agreement is necessary. Please confirm this. No Operational agreement is needed or included with this application. 4. Please confirm that there are no aerials or other high -priority lines in this project. There are no aerials or other high -priority sewer lines Please let us know if you have any other questions. Have a good weekend, Robert Wingate Project Engineer II TIMMONS GROUP I www.timmons.com 5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607 Office: 984-255-2352 1 Fax: 919.859.5663 robert.wineate@timmons.com Your Vision Achieved Through Ours To send me fifes greater than 20MB click here, From: Patrick Barbeau <Patrick.BarbeauCcDtimmons.com> Sent: Wednesday, July 10, 2019 14:15 To: Robert Wingate <Robert.Win ate timmons.com> Subject: FW: Alexander Place Townhomes From: Robinson, Jason <iason.t.robinson@ncdenr.Rov> Sent: Wednesday, July 10, 2019 1:48 PM To: randy.kinr.pulterouD.com; Patrick Barbeau <Patrick.Barbeau timmons.com> Cc: Deck, Erin M <erin.deck ncdenr. ov>; Cashion, Ted <ted.cashion@!ncdenr.gov> Subject: Alexander Place Townhomes Mr. Barbeau & Mr. King, We are reviewing the application for the private sewer line for the referenced project and have the following questions/comments: 1. Item 1.3 (Page 1 of 5) shows Robert Anderson as the applicant. However, the email address in 1.5 is for Randy King. And X.3 (Page 5 of 5) is signed by someone else (Chris Raugh??). Section X.3 should be signed by the permittee that is listed in item 1.3. Either page 1 or page 5 needs to be revised and resubmitted. 2. The cover letter states that a Certificate of Public Convenience and Necessity was included, but there wasn't one in the package. However, Section V1.1 was checked "N/A", and it doesn't appear that such a certificate is necessary. Please confirm this. 3. The cover letter also states that an Operational Agreement was included, but there wasn't one in the package. However, Section VI.2 and V1.3 were checked "N/A", so it doesn't appear that an Agreement is necessary. Please confirm this. 4. Please confirm that there are no aerials or other high -priority lines in this proiect. Thanks, Jason ------------ Jason T. Robinson, P.E. Raleigh Regional Office Water Quality Regional Operations Division of Water Resources, DEQ 919-791-4200 "Subscribe to Collection System & Sewer Permitting Updates— E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.