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Home My WebLink AboutWQ0045212_Application (FTSE)_20240306M En - %0OF = _Q A ^n 'and curveyinco .—ineerinra NCDEQ -Fz `Ie�-tlk z iyeUe- viff I�egtw till Attn: Trent Allen 225 Green Street, Suite 714 Fayetteville, NC 28301 ywstoan- z=Phz� Caanw-n----tAi� UQr . = 4 . ----I - - - - Trent; 3== r_ _ C -h- r�t a qa CIE 3 r p hri 1knic'- 5 - U! i xI I Nz- x-I t-2 2 B-- �� 11 0 L 1 'LJ A e U-- �F� h -I -S. �54 94 V� �J' R-5 sr-- -i=-- 45— A f e�-- + 1 P— I;ry 1 T,-- 4G� --.r I -W 1 5= 9Z 9 1- S--A -c-I L C F I you 5 VN =i� 4 U NOW 086 gpa/iOIz. i ne exten s o n P IEF o ap- U- e 0 1 E; a I NO -ested T ,,UU I I LY, 1% 1 . i ne req U pu %60 1 ,bUO gp = gravity sewer system that will flow to an existing lift station. The lift station will pump to an existing gravity sewer owned and maintained by Harnett Regional Water. The requested extension will be owned and maintained by Harnett Regional Water after construction and certification are completed. uoinii i hptle- -wi --ni --ction I V —W I 011I i-I—I %A10 r 1 Ins a XAI 1 IE- %n-=- R on h' I z z goOk T-OrW-e-d 11- 1 �-s 3 UU 1- 1 s 5a. F n C- -0 r f—i T--a T n= ip n a n -.4-- n ta ct e —5 -f ct a, i r ins I i �k� U-I L 1- 1 1— V IUI I -A 1-4 E 5 n r �41 A .I BE �—O i6 a. Ij U ES Scott Brown, PE sbrown @4dsitesolutions.com MAR 20® DEQ.II-I PAYETTEVILLE REGIOAL OFFIC8 409 IC-hicago Drive, Suite 1122', Fayettevitte, NC 28306 Office; 19.10-42,61-67-.7-7 fax 910-426-57-77 ()4-11 time, everlvff Itime. . %,,vww. 4 Nit e Sol ut i o,nsj,.,.-,- n State of North Carolina try Department of Env* tronmental Qusfitv Division of Water Resources FAST TRACK. SE%"'ER SYSTEM EXTENSION APPLICATION Dfvtslon of Water Resources F1rA 10-23 & SUTPORTING DOCUMENTATION Nlumber� q 5 g�_ 1 i�tto be ootripleted by MR) Application LVI,_Q 0 '' � , _ _ All items must air let or P41 Applicanf s naine: HAmett (cornpanY, mu mi dipality. HOA., Ut"'tY7 etC.) IIndividual Applicant type: I I [] Corporation 0 General Partnership - L -Feder J - .. _ i. .±/�6y�..�l�t* > i�f} +F_pj j}��. Lj tettoun Sta-ty 3. Signature autho6tys narne- Steve o I Tithoo PtilhfliP Wiwk.q T)ire&(r 4, Applicant's mailing address: TO Box 1119 CiAtv. Lil I State: NC Zip.- 27546- _5 Applicant"s contact informadon- Phone number 01ip5p5 Email Address, �ward am 1. Project name. .-Sicron t%l Sub ,:n,,:.P divujo 5 Privately -Owned Public Utifitv Kum= E MAR 06 2024 DEO-FAYETTEVILLE REGIONAL OFFICE 2. Applicabonftoject -status' Proposed (Now Permit) -0- Existing Perm_1VPrq1ect If a modffic4on. provide the existing permit number: WQOO. and 'issued date:. ., For modirication.% also attach a detailed narrative descri fion 2s drxribtd in Item G of the checklist. P if new construction. but pan of a master plan., provide the existing permit number: WQ0Q_ -n bed .C.0i I -w h P r To 3, r . 4. Approximate Coordinates (Decimal Degrees).* Latitude.- 35.5444�2_9 Longitude., -78-833583 5, Parcel ID (if applicable.): 3 or PUCel ID to do'Wst downstream sewer) 1H. CONSULTANT INFORMATION: ProfesslonaJ Engincer n License Number: q2-.745Z Tim: 41?-. me �i!qlyjjons, hic. Mailing address: City: Fgayetteville State: NC Zip: 2�8306-__ Phone number: (910) 426-6777 Email Address:;s b ',_'444g.solu ipn$Som W_ A Q Evl IFIER TREN17-M �T -FACILITV MWIT) -INFORMATION: AT* ASTEW-AFIA Permit Number: Nf, 0098366 1. Faciliry'Name: Sgmth.Harnm. Regional W"% OlAmer Name: -Ham-ent Re ial water 1 pill l�iiiiii�illillilli . I :1 1. Permit Number(s)- WQ_ 2. Downsveam (Remivitng) Sewer Information,, 12 it 0 Gravity -0 Force Mai a 3. System Wide Collection System Permit Number(s) (if applicable): WQCS000166 Owner Name(s):...Hamett a FORM: FTA 10-23 Page 1 of 5 State of North Carolina Department of Environmental Quality DWR Division of Water Resources FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION Application Number: (to be completed by DWR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: Harnett Regional Water (company, municipality, HOA, utility, etc.) 2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility ❑ Federal ❑ State/County ® Municipal ❑ Other 3. Signature authority's name: Steve Ward per 15A NCAC 02T .0106(b) Title: Public Works Director 4. Applicant's mailing address: PO Box 1119 City: Lillington State: NC Zip: 27546- 5. Applicant's contact information: Phone number: (910) 893-7575 Email Address: swardkhamett.org II. PROJECT INFORMATION: 1. Project name: Serenity Subdivision Ph. 3, 4, & 5 2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project If a modification, provide the existing permit number: WQ00 and issued date: , For modifications, also attach a detailed narrative description as described in Item G of the checklist. If new construction, but part of a master plan, provide the existing permit number: WQ00 3. County where project is located: Harnett 4. Approximate Coordinates (Decimal Degrees): Latitude: 35.544429' Longitude:-78.833583' 5. Parcel ID (if applicable): 080655 0032 13 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: C. Scott Brown License Number: 027452 Firm: 4D Site Solutions, Inc. Mailing address: 409 Chicago Drive, Ste 112 City: Fayetteville State: NC Zip: 28306- Phone number: (910) 426-6777 Email Address: sbrown(a-4dsitesolutions.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: North Harnett Regional WWTP Permit Number: NC 0021636 Owner Name: Harnett Regional water V. RECEIVING DOWNSTREAM SEWER INFORMATION: 1. Permit Number(s): WQ 2. Downstream (Receiving) Sewer Information: 12 inch ❑ Gravity Z Force Main 3. System Wide Collection System Permit Number(s) (if applicable): WQCS000166 Owner Name(s): Harnett Regional Water FORM: FTA 10-23 Page 1 of 5 V1. GENE&AL REQUIREMENTS ). Tf the Applicant is a Pnivately-Owned Pubfic Utility. has a Certificate of Public Conventience and Necessity been atta6ed? Ir . -i LJ � es. LJ 10� A 17 If the Applicant is a Deve(operof lots to be sold. has a 'ClopeCsOu 'er4ulma.) tkurreementtFOR.X-f been attachc0 uw - w _w-mm— Owners'Associa6on, has an HOA. PO.-%DW ign A FOR_%1I ULON 11 and If the Applicant is a Home/Property _141_ _,__ supplementaxy d=rnentation as required by 15A NC AC 02T.01 15(c) been mched? 0 Yes 0 No _Z NIA 4. Ori'n of wastewater: (check all that apply),- V Residen.6al (findividually Owned) Retwil (stores- cop-n-lers. rnalls) Ejrar Wash 7 `0 Residential (Leased) E] Retail vn*tb food preparation/service 0 Hotel mid/or Motels El School I preschool I day care EI'MedicA I dental / veterinary faciffifies El Swimming Pool/Clubhouse and drink facilities --ED Church Swimming Pool/Filter Backwash Businesses I offices I factories 0 burying Rome Other (Explain in Attacbment) N�CA( 011 01 14and Cy S 1434-215 11 8. Wmiewatergenerated by project'. 8-8. - 2. H ,500 GPD (pa ! 5 A P- Do not include future flows or previously permitted �flocafions If permlitted flow 'is zero, please indicate why-., E).Pump StationtTorce Main or Gravity Sewer where flow will be permitted in subsNuent permits that connect to this line, Please-nrovide supplementary informafion indicating the 4p 'mate bmeframe for permitning upstream sewers with flow. 3� .9 pproxi 0 Flow has already been allmiedin Permit Number: . Issuance Date: — 0 Rehabilitation or replacement of exisfing sewers with no new flow expected Other (Explain) FORM-. FTC. 10-23 Page 2- of 5 V11, GRAVM SEWER DESIGN CRITERIA (if Applicable) - 021-0305 Summmize gravity sewer to be permitted: ... . ... ...... .............. fbir Ter-rinian' ng -of .-Gravity Sexwlers:,�C_or 'm Infor -r.e4sited -critte.. a t .qj On Oil 11 4Y� I I of , I r4 ADC Section 1.11 contains information related tomi-nimum slopes for gravity sewer(s) Overfing lines to m"t minimum slope requirements is not allowed and a violation of the MDC PUMP STATION DESIGN CRITERIA (ItApplicable) 021.030.11`N& NIDC Pumil Ntations/ForceN.1 MVIDE A $ETAR FOR, _AT!�. COPY OFTH I ftmpstafion nu- mber or name'. 2- Approximate Coordinates (Decimal Degrees): La6tude: Longitude; 1 T o t. &I number of pumps at st the , pumatlow p 3. Design flow of the pump station: millions gallons per day (firm capacity) This sherd refs ect the t0W GPM for the pump mtson with the largest pump out of service. 4- Operational point(s) per pump(s),. — gallons per minute (GPM) at __ feet tots dynarnic head (TDH) If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per . -1 Grin'd r-Plurnp Lj . J, M-echmicall -Bar Screen [D-00ther(pll- -s MDCPSFM S-e6on 2.01C. Lb. Lj e 6, Power reliability in accordanm with 12..A' 'N(At U2'1 _q's, 1�Atljt!j- r_1 nilm n L-i Standby pvxer source or 0 Stwdby tom - Must have automatic activation and telemetty - 15A NCAC 02T-0305(hi(i XR).- han tqual 00 gal s per day Required for all pump stations with an average daily flow greater t or to 15 0 Ion Must _be permanent to facifity and may not -be PcOable Orif the pump station has an. average daily flow less than 15,000 Olons per day I. NCACO2 )T.0305(h)(1)(C)- 0 Portable power smrce with manual aefivation, quick -connection receptacle and telemetry, - or [3 Ponable pumping unit with plugged emergency pump cones on and telemetry'. Ik'lude documentation that the --`Ie, rce-ls--u ponal) ap hm I fth-e portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stafions' storage capacities and -the rotation schedule of the portable power source or pump, inetuding mel timeframes. sW1 be provided as part of this permit application in the case of a multi le sution power outage. a A FORM: 10-23 Page 3 of 5 IAI SETBACKS & SEPARAT70NS - (02B4O200 &, 15A XCAC 02T.0305(f),): 1. Does the project comply nth aJ1 separavons/alterra tlivcs found in 15A NCAC 02T 0305M & (,9)11 Yes [I No I SA NCAC 02T-0305-,f) conMns minimum separations that shEM be v:irovided ior sewer sN. stems: ........... Setback Parameter* Separation Required .......... .... .... ........ . ...... Storm wwens and other utilities not listed below (venical) .... .. .. . ...... .... ... . ....... 18 'inches ............ . .... - - - -------- --- .__11..11 .... zWater mains (verfical - water over sewer preferred, includingin benched trenches) Is inche's ........ .. .. ...... ... ''water mains �ho.nzontal) 10 feet 4 .J -R-ecl anned w atter It i nv—es -Oveefical -reclai -MIK'A vmmr svwer) Reclaimed water lines (honizontal - reclaimed over sewer) 2 feet .. ... ....... "Any private or public water supp)y source. 'Including any wells, WS-1 waters of Class I or Claw 1.1 impounded reservoirs used. as a source of dninking water, and ass ociated wdands. 100 feet **Waters classified WS (except WS-1 or WS-V), B. SA, ORW. HQW, or SB from nomal high water (or fide elevafion) and wetlands associated with thm waters (see item IX.2) .. .. ..... . ..... 50 feet .......... **J"y other strem lake, impoundment or ground water to en and surtace orainage ditches, as well as wedands msmiated with these waters or classified as WL. 10 feet . ......... Any building foundafion (hcmizontal) .......... . ... .. .... 5 feet Any basement (honizontal) ........... 10 f6et Top slope of embankment or cuts of 2 feet or more vertical height 10 feet ........ . .... Drainage ......... . .... ... ......... it ... ... ..... f Any swimmins pools 10 feet Final earth wade (vertical) ..... ... . ...... 30 inc,.-hes 5 f 1,j -0 qr jL, , we Secfion X. I of this application noni W1 th it com u21. 02T.03Q-SW contains alternatives where sepamd n in 2T 3,0.t�� f, n b hi ase check "yam" 15 0 can ot e. ac eved. Ple above if theme alternatives are usW and provide narrative information to explain S"'Ann. -C-1 assr,-i ficau" ons -can Divi Sion' S JINISIJ�Uwwfw�_ %k, ,.- 2 this project complthmum separation requirements for water mains? Yes 0 No NIA . Does y with e mini Jw 'CAC I 8C.W06(f) for documentation requirements and subinit a If no, p1me refer to 15 A N separate document., s I enf n 'gned/sealed by an NC ficensed PE, v min the c i teria outlined thal Rule. 3. Does the project comply nth separation requirements for wetlands? Yes E] No 0 N/A I annn '--....-id-pntifying.,.t-he--aress-ofnon-conformance. See JreMtQJ for situa6ons where separation cannot lbe met. the Division"s d- �-&oarauon Lqu* mcfion. is 'fled utilized Iin design and con f. :e No vafiance is required if the alternative design cnite4a speci Q. is the project I mated in a riper " 0 Yes Basin name: No ver bin in subject to any Stwebuffer rules "! El No ply ith wtbacks found in the river basin rules per U�;kNCA Yes if yes, does the preject com vA B �, 0 'phis includes Trout Buffered Strems per 1202.5A, 5, Dm the prc�ect require covv-4e/authozizafion -under a 404 'Nationwi defi-ndivi dual permits Yes X No or 401 Water QWity Cerfificafions�.7 zati -n requi ed A* Pimse provide the permit number/permlitfing smtus in the cover letter if coveraoauthon' o is ir b 6. Dm project comply With 15A f�(-A(u"$T 0105( 'VO (additional permits!certificaions)? Yes [] NO Per 11 5A NCAC Q2T Q1 fi 'on applicafions mube being �ed q,5_1,cr&), d" ready related environmental pumits or cerd cad st prtpar, i been obtained..Iman-ce of this -permit Is contingent on isw=ce of cependent perinits (eros* ton and sMimentation control plans, storinwater management plans. etc.). non El Ye0 No 7 Does this projw include any sewer rolleefion lines that are demed "high-P ? i ity" s Per 15A A-C-01.2T 04021, 1,4hish-ptionity geese'' m=s any aerial sewer, sewer contaucts' ng rarface waters., siphon, or sewers w4tioned p"Iel to sUeambanks that ue subject to erosiort that undermines or deter orates the sewer. Siphons and sewers suspended through rote rferencelconflict boxes require a variance approval. �0. A detail' for ea -h-l' i "lu Jing type (aerialfine, -ffr -a! -and 4-mation' If yes. include an attachment W1 S c ine, ind di Is *J I. High priority fines shall be inspected by the permittee or its representatmie itt least once every six -months and 4. ton permit. laspection.s documented per 15A NCAC OMW3(a)(5) or the permittees Midividual System -Wide Collect" FORM.- FTA M-23 Page 4 of 5 IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)): 1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(fLg)? ® Yes [—]No 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) 18 inches 2Water mains (vertical - water over sewer preferred, including in benched trenches) 18 inches 2Water 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, and associated wetlands. 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 associated with these waters (see item IX.2) 50 feet **Any other stream, lake, impoundment, or ground water lowering and surface drainage ditches, as well as wetlands associated with these waters or classified as WL. 10 feet Any building foundation (horizontal) 5 feet Any basement (horizontal) 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 ➢ If noncompliance with 02T.0305(fl or (g), see Section X.1 of this application * 15A NCAC 02T.0305(a) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes" above if these alternatives are used and provide narrative information to explain. **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage 2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑ No ❑ N/A ➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document, signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule. 3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A ➢ Please provide supplementary information identifying the areas of non-conformance. ➢ See the Division's draft separation requirements for situations where separation cannot be met. ➢ No variance is required if the alternative design criteria specified is utilized in design and construction. 4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes [—]No ➢ This includes Trout Buffered Streams per 15A NCAC 213.0202 5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No or 401 Water Quality Certifications? ➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required. 6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes [—]No Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be 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.). 7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters, siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer. Siphons and sewers suspended through interference/conflict boxes require a variance approval. ➢ 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 permittee's individual System -Wide Collection permit. FORM: FTA 10-23 Page 4 of 5 Does the submitted system comply With -1!�.A,N;CAC 02T, the Minimum lite hek Pennitting of Pump Stallow., - A- N-1-ains 1-fAte'st n i% an Ae.Qpt as d o - --r.rdo yijz� Sewer NIM'mum D-esittn C-flteria.1at M. eersioqj Nv- --K. and applicable, If nofor projects requiring a single vaniance, complete and submit the Variance/Altemative Desisn Request application (VADC 10-14) and supporting documents for review to the ("entral Office. A -- gEMI, of the re Will issuo concurrentl-,� with the,& nermit. and 2groval of the review times. For pra;ri1s rg&Lp r more qriaqces gat - ,_&two o iIpcej, V. .., the va h�, d(i, tr,rni ned fi8the A Eft MAW U.. YX r ire 11im U-- tore its .Sig:111 P 1 -1 Professional Engineees Certificafion: Y�JLC #I Jr attest that this application for rT -1,... .......... (pro F.*neer's name from Application Item Ill. L) (Pn)jw Na-,,-i from Application Item I I iz. Is I a an , -t -with the iinform-adie" sunphed- the p! -S -ttas - been - -reviewed -Iyy --In-te ass --am-fruve-, istem K ,*- �rrn ip specifirat ions, engineering calculations, and all other supporting documentation to the best of my knowleftc I further attest that to the best of my knowledge the proposed design bas been prepared in accordance with the applicableregulations, . atest veg�uj�l, and the Nh 4,01Lrta )Wr 41V,avlr-� rena.i 1!t pord-ons o f s -Z!1.VVrsoni Although otherprofessionals may have developed certain submittal package. inclusion of these materials under my signmre and sea] si 'fies that I have reviewed this material and 9M have judged it to be ic-onsis-tent with the proposed dip. NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B- any person who knowingly makes any false statement. I I & reprenntwon, 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 -violafion- Misrepresentation of the applica, tion , 4 -compliance with the a ficable Rules and design cniteria, may subject information including failure to disclose any design non PP the Now Carolina-ficensed Professional Engineer to refeffal to the licensing board. -(2.1 NCAC 56,0701) 0 North Carolina Professional Englinetes seal., signature, Rnd-date : A, i,.A CPA, .& d9P .t 5 2 C3 -W ufliced'on Pe. r 1, -5A NPAC 02T n I Wb I- Appliarit'b ....... .. . . attest that this application for .5ewra-1 (Sipmt= AutWri(° Name from Application Itcm BA (PrQ)=t Name fm ApplicaElan Item 11.1) attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. ] understand that if all required pests of this application are not completed and that if all required supporting documentafion and attacbmews are not included, this. applic.6on 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 aiminal prosecufio-n- I will maikeno claim against the Division of Water Resources should a conditionof this pemilt be violated. I also understand that if all required pwts of this application are not nc u , thi application I -i 'I ded. --Is package are not completed and that if all required supporting information and attachments packe,gp Will be retuned to me as incoroplete- NOTE - In accordance with General Statutes),,: -. �21 0 Aand i 4 Jrt f -5-,ptj,, any person who knowingly makes any ad -se eanhm stater ent representation., or certification in any application package shall be guilty of a Class 2 misdem or, w'tch ay includeine toceed 00-0 ti Av- k. I ell as civil penal'"es up to $25.000 per violation. a fnot ex000 - Signature: Date: FORM: FTA 10-23 Page 5 of 5 R E E ux to V MAR 0 6 2024 0-ED-WETTEVILLE REGIONAt..';1 State of North Carolina -DP-nR-rtM nt-of EHV—* a -nlift, -Q Don of Water Resources Flow Tracking for Sewer Extension Applications (FTSE 10-23) nti Requestfi-rvLg Allocation: - Hwett Ren�i Watzr Project Name for which flow is being requested: SereniLv.,- Phases 3, 4, & 5 More than one FTSE m- ay be rea. uiredfor a singlepr�lect if the owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater flow. L-- Gim.nlete -th-ios--se j treatment plant. only *f you are the owner of the wastewater a. WWTP Facility Name: North Harnett Rey ional WWTP b. WWT? Facility Permit NCO021636 ~kWW wom ------ ---- - ---- ----- Aftflows are in MGD c. WWTP facility's permitted flow 7.5 —1111--imate-d- ohligated flow not yet tributary to the WWTP 3.296 e. WWTP facility's actual avg. flow 4.451 f. Total flow for this specific request 0.0885 g. Total actual and obligated flows to the facility 7.8355 h. Percent ofpermitted flow used 104.47%* OPINION 0" N il 11.1 1-1 01 'A WOO k 11. Complete this section for each pump station you are responsible for along the route of fhis proposed - wastewater flow. List pump stations located between the project connection point and the WWTP: (A) (B) (C) (D)=(B+C) (]E)=(A-DI Design -0bligatted, Pump Pump Average Approx. Not Yet Total Current Station Station Firm Daily Flow" Current Tributary Flow Plus (Natne or Permit Capacity, (Firm / pf), Avg. Daily Daily Flow, Obligated Available Number) No. MGD MGD Flow, MGD MGD Flow Capacity*** SLS-147 1.696 0.679 0.009 0.145 0.154 0.525 14.4 5.760 3.348 2.50 5.848 -0.088 -.SLS-120 The Firm. Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be ach"d-wh-the- arge&"-tw-oL -af se.-rw--e,- Desigu Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria. 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 Facili P- ty Name -'Sewet): North -H-ameft-B'ELF juml- W-WT-P- Downstream Permit Number: NCO021636 Page 101 0 FTSE 10-23 111. Certification Statement: J Steve Ward.. HRW Director 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 rAntp,ri gzanitnry q eWer 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- Iocat-esitalofished- -po-ificies -and- -procedures -us-ing- the best -avai-la-ble -d-atta. Tbmcis --ce-r-t7i-fi;at-Son- -ap-- p i ems_ to those items listed above in Sections I and 11 plus all attached planning assessment addendums for which I any. the responsible party. Signature of this fonn certifies that the receiving collection system or treatment works R'd- s adequate A.-ecapacity to * *sport andtreat the proposed new wastewater. Signing Official Signature H- - Rr - wv'y Dr% i r e c i o r Title of Signing Official Date *Construction contract awarded to expand the NHRWWTP treatment capacity on December 4, 2023 * Page 2 of 8 FTSE ()-? 3 A- PLANNING ASSESSMENT ADDENDUM (PAA) Submit a planning assessment addendum for each pump station listed in Seefion 11 where Available Capacity is < 0. Pump Station (Name or Number}: Given that: a. The proporfion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for 43.40 % and 2.50 MGD of the Available Capacity (E) in Pump Station. and -that b. The rate of adf on of this obligated, not yet tributary capacity is currently approximately 110. MGD per year; and that c. A funded Capital Project that will pro vide the required planned capacity, namely TBD is in design or under construction with planned completion in and/or a. The k1lowi - ng applies-. HIS W has received earmarked funding for a al - ruiect to divert;some flow from SLS-120to a direct manifold. the SLS-120 forcemain. The oroiectisn.,Iannedforthe 2025-20-1.6fiscal ear. T he re 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. Signing Official Signature Date Page 3 of 8 FTSE 10-23 �� i - . ...r t ,. .- - n � , , ,, - , - . I .m . a r l j yi, -- -..-1ft .. 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