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HomeMy WebLinkAboutWQ0023693_Application_20220603BRUNSWICK COUNTY PUBLIC UTILITIES OPERATIONS CENTER 250 GREY WATER ROAD NE SUPPLY, NORTH CAROLINA 28462 MAILING ADDRESS TELEPHONE POST OFFICE Box 249 (910) 253-2657 BOLIVIA. NORTH CAROLINA, 28422 FAx (910) 253-4305 June 3, 2022 Mr. Nathaniel Thornburg, Supervisor DEQ Non -Discharge Permitting Unit 1636 Mail Service Center Raleigh, NC 27699- 1636 re: West Brunswick Regional WRF - WQ0023693 High -Rate Infiltration Permit Modification Dear Mr. Thornburg: Attached is the permit renewal for the West Brunswick Regional WRF (WQ0023693) with all required attachments in a single PDF document. It was requested by the WIRO that we update the process description to confirm all applicable units and disposal options. The updated process description resolves a modification request previously contained in the permit for the addition of jet aeration in Oxidation Ditch's 43 & #4. The previous permit modification for the jet aeration, though permitted, was never constructed due to pricing constraints. The updated process description includes the original language (process description) prior to the approved modification. Should you have any questions please feel free to contact me directly. I can be reached at (910) 253-2485 or by email: Donald.dt\on`a brtltis\%,ickeotiiitt'iic.L ox- Sincerely, Donald Dixon, Deputy Director BCPU �¢S�gµICCK State of North Carolina DWR Department of Environmental Quality Division of Water Resources Division of Water Resources 15A NCAC 02T .0700 HIGH -RATE INFILTRATION SYSTEM —RENEWAL FORM: HRIS-R 02-21 Pursuant to 15A NCAC 02T .0107(b), if the application does not include all required information and the necessary supporting documentation, the application shall be returned. The application and attachments shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0700, and Di%ision Policies. For more information, visit the Water Quality Permitting Section's Non -Discharge Branch %Nebsite. The Applicant shall submit an electronic copy of the application and attachments uploaded as a single Portable Document Format (PDF) file to hapsWedocs.deg.ne.cos;'Forms: Non Discharae-Branch-Submittal- Form-Vert, or emailed to Non- Discharae.Repo rts:n;ne 1enr.ao% if less than 20 megabytes (MB). SECTION I —APPLICANT INFORMATION 1. Applicant: Brunswick County 2. Permit No.: WQ0023693 3. Signature authority: John Nichols, PE Title: Director of Public Utilities Phone number: (910) 253-2657 Office Email: john.nichols@bruns%vickcountync.gov 4. Mailing address: P.O. Box 249 City: Bolivia State: NC Zip: 28422-249 I+ 5. Contact person: Donald Dixon Primary phone number: (910) 253-2485 Office Email: donald.dixon@brunswickcountync.gov Secondary phone number: (910) 612-7463 Cell SECTION II —FACILITY INFORMATION . Physical address: 235 Grey Water Rd County: Brunswick Parcel No.: 15200034 City: Supply State: NC Zip: 28462- 2. Treatment facility coordinates to the sixth decimal degree: Latitude: 32.26707' Longitude:-78.2741 19" Method: Aerial photography with around control SECTION III — FLOW INFORMATION4 1. Permitted flow: 6000000 GPD (The marinuan allou•crble flow based 017 ►r-hat has been permitted) 2. As -built flow: 6000000 GPD (The marinuun allouwableflow based on what has been constructed} 3. Average flow: 4203799 GPD (The average of all r e ted flo}rs on the previous ecrleraclrrr ►ear's r\'D�t1Rs) 4. Hydraulic capacity: 70.06 % (Divide the average flow in Item 3 br the ifs -built floe• in liem ?) 5. Wastewater composition: Domestic: 100 % Industrial: 0 % Stormwater. 0 % SECTION IV —BILLING INFORMATION 1. Billing address: P.O. Box 249 City: Bolivia 2. Verify the Applicant does not have any overdue annual fees: State: NC Zip: 28422- htt s: de .nc.,*ov about divisions eater -resources N4ater-resources- ermits %N -e a\ ments Pursuant to 15A NCAC 02T .0120(cl, permits for reneN% ing facilities shall not be -ranted if the Applicant or any affiliation has an unpaid annual fee. FORM: HRIS-R 02-21 Page 1 of 6 SECTION V - OPERATOR IN RESPONSIBLE CHARGE (ORC) INFORMATION 1. ORC: Christian Coddinuton Grade.- III Certification No.: 1010988 Mailing address: PO Box 249 Cit%: Bolivia State: NC Zip: 28 422- Phone number: (239) 438-6939 Cell Email: christian.coddinvg-ton R: brunswickcountync.gov 2. Bach -Up ORC: Matthen Henry Grade: IV Certification No.: 998880 Mailing-, address: PO Box 249 Cit1: Boli%is State: NC Zip: 28422- Phone number: (910) 231-86=46 Cell Email: matthev,.henn ribruns,�%ickcount�ne.,,ov SECTION VI -OPEN-ATMOSPHERE STRUCTURES L List all open -atmosphere treatment and storage strucun'es associated with the renewing permit.. Attach additional sheets if necessan . Type Parcel No. Volume (gal) Liner Type Freeboard (ft) Latitude Longitude Treatment 15200034 8.204.000 Full. concrete 2 32.267070 -78.274119° Select 15200034 30.000,000 Full, synthetic 2 34.256050 -78 26653° Select Select Select Select SECTION VII - RELATED PERMITS I. List all �%astewater permits (i.c.. sewer. collection s,,stent. NPDES, residuals) that hace interactions %%ith the reneN%ing permit. Attach additional sheets ifnecessarv. Permit T%pe Permit No. Relationship Type Rc�idnals WQ0034513 Residuals Collection System WQCS0028 4 Receiving, collection system Residuals WQ0034468 Residuals Select J Select SECTION Vill—MONITORING WELLS 1. List all groundwater nionitoring wells associated \%ith the renel% in permit. Attach additional sheets if necessar}. Well Name Parcel No. Status Gradient Location Latitude Longitude MW-7 13700019 Active Cross gradient On Compliance Boundary 34.59282° -78 2 48590' Select Select Select Select Select Select Select Select Select Select Select Select Select Select Select Select Select Select Select Select Select - Select Select Select Select Select Select Select Select Select FORM, HR1S-R 02-21 Page 2 of SECTION IX— INFILTRATION SITES . List all infiltration sites associated with the renewing permit. Attach additional sheets if necessary. Site County Pa reel No. Deeded Owner Area Cower Crop Latitude Longitude 1P/1 Brunswick 16900004 Brunswick County 1.94 34.261 100 -78.2222950 1P/2 Brunswick 16900004 Brunswick County 1.09 34.260W -78.224261° IP/3 Brunswick 16900004 Brunswick County L35 3 4.2493 1 ' -78.224258° IP/4 Brunswick 16900004 Brunswick County 1.85 34 24402' -78.223844° IP/5 Brunswick 16900004 Brunswick County 1.66 34.23271° -78.2227264 IP/6 Brunswick 16900004 Brunswick County 098 34.2277 E° -78.224113' [P/7 Brunswick 16900004 Brunswick County 1.54 34?0875' -78.224015° 1P/8 Brunswick 16900004 Brunswick County 1.84 34.18872' -78 223351° IPl9 Brunswick 16900004 Brunswick County 1.63 34.17695° -78.2242W MM/l Brunswick 20200020 Brunswick County 7.39 33.963669} -78.17479Q° MM/2 Brunswick 20200020 Brunswick County 5.16 33.963 73 19 -78.179288° CT/A Brunswick 13700019 Brunswick County 1.25 34.58658� -78.2497160 CT/B Brunswick 13700019 Brunswick County 0.82 34.59379' -78.2500152 4 O P D 9 ❑ 4 0 U � Q 4 g � 4 4 p 4 0 9 a O p � 4 p 0 0 0 q 4 ❑ Total Acreage: 2R_3 NORM: HRIS-R 02-21 Page 3 of ATTACHMENT A - SITE MAP 114as the facilit originall% pennitted or had a major modification issued after September I. 2006' ® Yes Pursuant to 15A NCAC 021' .0105 d , submit a site trap pursuant to the requirements in 15A NCAC 02T .0704(d). These requirements are: ® A scaled map ofthe site %%ith topographic contour inter%als not exceeding 10 feet or 25 percent of total site relief and showing all facilit-reiated structures and fences within the waste«ater treatment. storage. and infiltration areas. ® Soil mapping units shown on all infiltration sites. ® The location of all %%ells (including usage and construction details if available). streams (ephemeral. intermittent. and perennial). springs. lakes, ponds. and other surface drainage features ►%ithin 500 feet of all wastewater treatment. storage. and infiltration sites. ® Delineation of tile compliance and revie« boundaries per 15A NCAC 021..0107 and .0108. ® Setbacks as required bN 15A NCAC 021-.0706. ® Site property boundaries within 500 feet of all wastewater treatment. storage. and infiltration sites. ® All habitable residences or places of public assembly within 500 feet of all treatment, storage, and infiltration sites. ❑ No - Skip Attachment A. I ATTACHMENT B - SIGNATURE AUTHORITY DELEGATION I Does the si<`nature authority in Section 1, Item 3 meet the requirements pursuant to 15A NCAC 02T .0106(b)? ® Yes - Skip Attachment B. ❑ No Submit a d.lc,ation letter pursuant to 15A NCAC 02T .0106Lcauthorizing the signature authority to sign. I ATTACHMENT C- FLOW REDUCTION I Does the existing permit include an approved tlo%% reduction? ® Yes - Submit a coPy ofthe floe- reduction approval letter. as well as the measured monthl average amount of «astewater 110w contributed per unit for the 12 months prior to permit renc�%al. II any of these Inonthl\ averaacs are within 20% ofthe approved flow reduction value. the Pennittee shall provide a reevaluation of the reduced flOW value pursuant to the requirements in 1- ;1 NCAC 021' .01 1-40. ❑ No - Skip Attachment C. I ATTACHMENT D--CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY I Is the Applicant a Privatel\ -0%% ned Public Utilit\? ❑ Yes • Pursuant to 15A NCAC 02 1 .0115 a 0, submit the Certificate of Pub Iic Convenience and Necessity from the North Carolina Utilities Commission denonstratin-gthe Applicant is anthorizcd to hold the utility franchise. ® No Skip Attachment D. ATTACHMENT E -OPERATIONAL AGREEMENT I Is the Applicant a llonwe Propertq O\+ners' Association or Developer of Lots to be Sold? ❑ Yes (Florae'Propert\ Owners' Association) - Pursuant to 15A NCAC 02 1'.01 15(a)(2). submit an executed Operational Agreement QR�I=11 ). Pursuant to 15n NCAC 02T .0115ic1. i1'the applicant is a legally funned Ilomeotvners' or Property O«ner's Association, submit a copy of'the Articles of Incorporation. Declarations, and By-laws. ❑ Yes (Developer of Lots to be Sold) - Pursuant to 15A NCAC 021 .01 15(a)(2). submit an executed Otherationai A,t•eement Ll 0 M D1. -1, Pursuant to 15A NCAC 02T ,01 15(b. if the applicant is a developer of lots to be sold. submit a copy of the Articles of Incorporation. Declarations, and lay -laws. ® No - Skip Attachment L. FORM: HRIS R 02-21 1 Page 4 of 6 ATTACHMENT F — DEMONSTRATION OF FUTURE WASTEWATER TREATMENT CAPACITIES Is the applicant a municipality, county, sanitary district, or public utility? ® Yes Proceed to the next question. ❑ No - Skip Attachment F. Does the hydraulic capacity in Section III, Item 4 exceed 70%? ® Yes (the hydraulic capacity is greater than 700-0. but less than 800e0) — Pursuant to 15A NCAC 02T .01 180 ). prior to exceeding 80 percent of the system's permitted hydraulic capacity (based on the average flow during the last calendar year). the permittee shall submit an engineering evaluation of their future Ni asteNN ater treatment, utilization. and disposal needs. This evaluation shall outline plans for meeting future wastewater treatment, utilization. or disposal needs by either expansion of the existing system. elimination or reduction ofextraneous flows, or eater conservation and shall include the source of finding for the improvements. If expansion is not proposed or is proposed for a later date. a justification shall be made that wastewater treatment needs will be met based on past growth records and future growth projections, and as appropriate, shall include conservation plans or other measures to achieve waste flow reductions. ❑ Yes (the hydraulic capacity greater than 80%) Proceed to the next question. ❑ No — Skip Attachment F. If answered Yes above, does the hydraulic capacity in Section 111, Item 4 exceed 80%'1 ❑ Yes (the hydraulic capacity is greater than 80%) — Pursuant to l ;A NCAC 02T .01 18(2). prior to exceeding 90 percent of the system's permitted hydraulic capacity (based on the average flow during the last calendar year), the permittee shall obtain all permits needed for the expansion of the wastewater treatment, utilization, or disposal system and, if construction is needed, submit final plans and specifications for expansion. including a construction schedule. If expansion is not proposed or is proposed for a later date, a justification shall be made that wastewater treatment needs will be met based on past growth records and future growth projections, and as appropriate, shall include conservation plans or other specific measures to achieve waste flo\% reductions. ® No Skip Attachment F. ATTACHMENT G — EASEMENT, ENCROACHMENT, AND LEASE AGREEMENTS I Does the Permittee oven all ofthe land associated with the wastewater collection, treatment. conveyance, infiltration, and groundwater lowering (if applicable) system? ® Yes Skip Attachment G. ❑ No Pursuant to 15A NCAC 02T .01 16(c), provide a copy of all easements, lease agreements, and encroachment agreements allowing the Permittee to operate and maintain the %Nasteuater collection, treatment, conveyance, infiltration, and groundwater lowering, (if applicable) system on property not owned by the Permittee. ATTACHMENT H — AFFILIATIONS Are the Permittee's affiliations of record correct? Check affiliations. ® Yes —Skip Attachment H. ❑ No Provide the corrected affiliations and their contact information. ATTACHMENT I — COMPLIANCE SCHEDULES Does the existing permit include an) Compliance Schedules? (See Section I of the most recently issued permit) ❑ Yes — Submit documentation that the compliance schedules have been met. ® No Skip Attachment I. I ATTACHMENT J—CIVIL PENALTIES AND OUTSTANDING VIOLATIONS I Does the Permittee have any existing civil penalties or outstanding violations? ❑ Yes (civil penalties) Submit payment for the civil penalty, or proof of remission request. ❑ Yes (violations) Submit a copy of your response to the Notice of Violation. ® No — Skip Attachment J. FORM: HRIS-R 02-21 Page 5 of ATTACHMENT K — INDUSTRIAL WASTEWATER I Does the waste«ater composition in Section Ill, Item 5 include any industrial %%astewater`.' ❑ Yes - Proceed to the nest question. ® No Slip Attachment K. Flas the nature of the industrial %%astewater changed since the last permit issuance (i.e.. changes in industrial process, introduction of new materials or chemicals. etc.)" ❑ Yes Provide a chemical analysis of the wastewater pursuant to the requirements in 15A NCAC 02T .0704(1). Provide ar overvie« of the ntanufacturinprocess: an inventor\ of all chemical and biological materials used in the manufacturing process; and an overview of the cleanin and treatment methodoloLy . ® No Provide an overvie\% of the manufacturing process: an inventor% of all chemical and biological materials used in the manufactUrin�g, process: and an overview of the cleaning, and treatment methodology. I ATTACHMENT L—SETBACK WAIVERS I Does the existing permit include setback %�ai%ers? ❑ Yes — Pursuant to 15A NCAC 02 1'.0 06icd , pro%ide setbacks N%aivers that have been "ritten. notarized. signed by all parties in%olved, and recorded with the county Re,,ister of Deeds. Waivers invols ink, the compliance boundary shall be in accordance «ith I i AA NCAC 0?1..0107. ® No - Skip Attachment L. APPLICANT'S CERTIFICATION II. (Signature authority's name as noted in Section I. Item 3) _ . attest that this application has been reviewed by me and is accurate and complete to the best of my knoMed4ge. 1 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 %%ill be returned as incomplete. I furthercertilj pursuant to 1 �A NCAC 02T .0120(b). that the applicant, or any parent. SUbsidlary, or other aflilrate of the applicant has: not been com icted ofem ironmental crimes under: not pre\ iousty abandoned a «asteN►ater treatment facility %\ itltout properly closing the facility: not paid a ci4 it penalty. not been compliant \� ith any compliance schedule in a permit, settlement a�,reement, or order: not paid an annual tee. Note: The Applicant's Certification shall be signed pursuant to 15A NCAC 02 1 .0106_(An alternate person may be delegated as the signing oft icial if a letter is provided pursuant to I5A NCAC 02 f .0 1 M c 1. Pursuant to a 1 43-215.6A and a 143-215.613, any person who kno%% in<<Iv makes am lalse statement. representation. or certitication in am application package shall be guilty of a Class 2 misdemeanor, N%hich ma. i lude a ine n it to exceed S10.000 as r�ell as civil penalties tip to S25.000 per violation. t: Date: ✓� 7rlZ� St_natur�: �' THE COMPLETED APPLICATION AND ATTACHMENTS SHALL BE SU13MITTED AS A SINGLE PDF FILE VIA: Email: Non-Dircliar e.Re)ortsa-ncdelrn•.2av Laserfiche Upload: htt 5:��cdocs.dec.nc.nov:'Forms;'Natl)ischar c-Branch- Submittal-Form-Ver2 FORM: FIRIS R 02-21 Page 6 of DWR State of North Carolina Department of Environmental Qualih. Division of Water Resources Division of Water Resources 15A NCAC 02U — RECLAIMED WATER SYSTEM — RENEWAL FORM: RWS-R 02-21 Pursuant to 15A NCAC 02T;0107(b), if the application does not include all required information and the necessary supporting documentation, the application shall be returned. The application and attachments shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02U, and Division Policies. For more information, visit the Water Quality Permitting Section's Non -Discharge Branch F+ebsite. The Applicant shall submit an electronic copy of the application and attachments uploaded as a single Portable Document Format (PDF) file to htt s://edocs.de .ne. o,.!Forms/NonDischar e-Branch-Submittal-Form-Ver2, or emailed to Non-Dischar e.Re ortsna ncdenr. or if less than 20 megabytes (MB). SECTION I —APPLICANT INFORMATION 1. Applicant: Brunswick County 2. Permit No.: WQ0023693 3. Signature authority: John Nichols, PE Title: Director of Public Utilities Phone number: (910) 253-2657 Office Email: john.nicholsF'..brunswickcountync.gov 4. Mailing address: Post Office Box 249 City: Bolivia State: NC Zip: 28422- 5. Contact person: Donald Dixon Email: donald.dixon brunsu-ickcountync.gov Primary phone number: (910) 253-2485 Office Secondary phone number: (910) 612-7463 Cell i SECTION II — FACILITY INFORMATION 1. Pliysical address. 235 Grey Water Rd City: Supply 2. Treatment facility coordinates to the sixth decimal degree: Latitude: 32.26707 Longitude:-78.2741 19` 1. Billing address: P.O. Box 249 County: Bruns«ick Parcel No.: 15200034 State: NC Zip: 28462- Method: Aerial photography N4 ith ground control SECTION IV — BILLING INFORMATION City: Boliiva State: NC Zip: 28422- 2. Verify the Applicant does not have any overdue annual fees: https: deq.nc,*o\, about divisions NN,ater-resources'water-resources-permits'%%;g-epaN meats Pursuant to 15A NCAC 02T .0120(c). permits for renewing facilities shall not be granted if the Applicant or any affiliation has an unpaid annual fee. FORM: RWS-R 02-21 Page 1 of 6 SECTION V —OPERATOR IN RESPONSIBLE CHARGE (ORC) INFORMATION (NOT APPLICABLE FOR CONJUNCTIVE SYSTEMS) 1. ORC: Matthle%N Ilenr% Grade: IV Certification No.: 998880 Mailing, address: PO Bov 241) Cite: BoIiti'a Phonegumber: (910) 231-86.46 Cell 2. Back -Up ORC: Christian Coddin ton Mailing. address: PO Boy 249 City: Boli4ia Phone number: (239) 438-6939 Cell State: NC Zip:'-8-422- Email: ntatthe%%.henn a brunswickcountync.gov Grade: Ill Certification No.: 1010988 State: NC Zip: 28422- Email: christian.coddington a brans%%ickcountync.goN SECTION VI — OPEN -ATMOSPHERE STRUCTURES tent and stora<�e structures associated %pith the renewing pert -nit, Attach additional sheets if 1. List all open-atntospnere trcau, necessan . Type Parcel No. Volume (gal) Linc Treatment 1520003=4 8.20�4.000 I all, 5-Dav Upset 15200034 30.000.000 hull Select S' Select S Select S r Type Freeboard (ft) Latitude Longitude 'oncretc 2 32.26707°-78.27�4119' �nthetic 2 3�4.256050-78.26653° .Ice[ - rlcct - ° SECTION V11 - RELATED PERMITS 1. List all wastewater permits (i.e., sc�vcr, collection system. NPDE S. residuals) that have interactions with the renewing._ perntrt. Attach additional shects if necessary. Permit Type Permit No. Relationship Type Residuals WQ003�4513 Residuals Collection Svstem WQCS00284 Receiving collection system Residuals WQ003 4-468 Residuals Select Select SECTION VIII - MONITORING WELLS I. List all �around\\ater monitoring wells associated \%ith the renewing, permit. Attach additional sheets if necessary. Well Name` Parcel No. Status Gradient Location Latitude Longitude MW-7 13700019 Active Select On Compliance Boundary- 344.95252- .-78.2-48590° Select Select Select ° Select Select Select ° Select Select Select Select Select Select Select Select Select Select Select Select Select Select SF1ec Select Select Select °L- FORM: RWS-R 02-21 Pa�_e 2 of 6 _ SECTION IX — UTILIZATION FIELDS I. List all utilization fields associated with the renewing permit. Attach additional sheets if necessary. Field County Parcel No. Deeded Owner Area Cover Crop Latitude Longitude RC/A Brunswick 2200002712 The Clubs at St. James Plantation, LLC 44.26 Bermuda 33.9483040 -78.1017140 RC/B Brunswick 2200002712 The Clubs at St. James Plantation. LLC �5 75 Bermuda 33.952848° -78.1017140 MC/A Brunswick 21900006 The Clubs at St. James Plantation. LLC 66.21 Bermuda 33.9408580 -78,12191 1° MC/B Brunswick 21900006 The Clubs at St. James Plantation, LLC 36.22 Bermuda 33.94127311 -78.1 15914° WR/A Brunswick 20100060 Carolina National Golf Course 107.90 Bermuda 33.9821700 -78.24461011 WR/B Brunswick 20100060 Carolina National Golf Course 41.63 Bermuda 33.9723850 -78.24065311 WB/A Brunswick 12200001 Brunswick County 126.18 Pine Trees 34.53228' -78.247945° WB/B Brunswick 12200001 Brunswick County 68.34 Pine Trees 34.52593° -78.255705' WB;'C Brunswick 12200001 Brunswick County 77.55 Pine Trees 34.649510 -78.2575490 WBID Brunswick 12200001 Brunswick County 106.18 Pine Trees 34.73718° -78.248024°1 WB/E Brunswick 12200001 Brunswick Count), 1 18.1 1 Pine Trees 34.62474° -78.248889' IP Brunswick 16900004 Brunswick County 50.88 Pine Trees 34.240800 -78.2296090 MM Brunswick 20200020 Brunswick County 37.88 Pine Trees 33.9657650 -78.176523° 0 ° � o 0 0 0 ° ❑ p 0 0 � o ° 0 ° o 0 0 o ° o � ° c 0 0 0 0 o ° a ° 0 o 0 0 Total Acreage: 907.09 FORM: RWS-R 02-21 Pane 3 of I ATTACHMENT A - SIT E MAP I Was the facility originally permitted or had a major modification issued after September I. 2006? ® Yes Pursuant to 1 iA NCAC 02T .0105(d). submit a site map pursuant to the requirements in 15A NCAC 02U .0201(d). These requirements are: ® A scaled map of the site with topographic contour intervals not exceeding- 10 feet or 25 percent of total site relief and showing all facilitN -related structures and fences within 500 feet of the treatment. storage. and utilization areas. ® Soil mapping Units 511ow11 on all utilization sites. ® Delineation of the compliance and review boundaries per 1 >A NCAC 02LJ .050l(a)(6). ® Setbacks as required by 1 5A NCAC 02U .0701. ® Site property boundaries within 500 feet of all treatment. storage. and Utilization sites. ❑ No Skip Attachment A. ATTACHMENT B-SIGNATURE AUTHORITY DELEGATION Does the sizonature authority in Section I, Item 3 meet the requirements pursuant to 1 5A NCAC 021 .0106(b)? ® Yes - Skip Attachment B. ❑ No - Submit a delegation letter pursuant to I iA NCAC 02T .0106(c) authorizing the signature authority to sign. ATTACHMENT C - FLOW REDUCTION I Does the existing permit include an approved flow reduction? ® Yes Submit a cop) oftlie flow reduction approval letter. as well as the measured monthly average amount of %%asteN%Ater flow contributed per unit for the 12 months prior to permit renewal. If any of these monthly averages are within 20% of the approved tlo" reduction value, the Permittee shall provide a reevaluation of the reduced flow value pursuant to the requirements in 1 �A NCAC 021 .01140 ❑ No - Skip Attachment C. I ATTACHMENT D-CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY Is the Applicant a Privately -Owned Public Utility`? ❑ Yes - Pursuant to I i,1 NCAC 02 l' .01 15(a)(1). submit the Certificate of Public Convenience and Necessity from the North Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utilitN franchise. ® No Slip Attachment D. i ATTACHMENT E-OPERATIONAL AGREEMENT 1 Is the Applicant a I lone Property Owners' Association or Developer of Lots to be Sold? ❑ Yes (I -Ionic Properth Opt ners' Association) Pursuant to I SA NCAC 021.01 13(a)(2), submit an executed Operational Agreement (FORM: 110A). Pursuant to 15A NCAC 021' .01 15(c), if the applicant is a legally formed Homeo\%ners' or Property Owner's Association, submit a cop} of the Articles of Incorporation. Declarations. and By-laws. ❑ Yes (Developer of Lots to be Sold) - Pursuant to 13A NCAC 021- .01 15(a)(2}. submit an executed Operational Agreement (FORM: QFV). Pursuant to 15A NCAC 02-1' .01 15(b}. if the applicant is a developer of lots to be sold. submit a copy of the Articles of Incorporation. Declarations, and By-laws. ® No Slip Attachment E. FORM: RN'S-R 02-21 Page 4 of 6 ATTACHMENT F — DEMONSTRATION OF FUTURE WASTEWATER TREATMENT CAPACITIES Is the applicant a municipality, county, sanitary district. or public utility? ® Yes — Proceed to the next question. ❑ No — Skip Attachment F. Does the hydraulic capacity in Section III, Item 4 exceed 700'o? ® Yes (the hydraulic capacity is greater than 70%, but less than 80° o) Pursuant to 15A NCAC 02T .01 18(1). prior to exceeding 80 percent of the system's permitted hydraulic capacity (based on the average flow during the last calendar year), the permittee shall submit an engineering evaluation of their future wastewater treatment. utilization. and disposal needs. This evaluation shall outline plans for meeting future wastewater treatment. utilization. or disposal needs by either expansion of the existing system. elimination or reduction of extraneous flows. or water conservation and shall include the source of funding for the improvements. If expansion is not proposed or is proposed for a later date, a justification shall be made that a astewater treatment needs will be met based on past growth records and future growth projections, and as appropriate, shall include conservation plans or other measures to achieve waste flow reductions. ❑ Yes (the hydraulic capacity greater than 80%) — Proceed to the next question. ❑ No — Skip Attachment F. If answered Yes above, does the hydraulic capacity in Section Ill. Item 4 exceed 80%? ❑ Yes (the hydraulic capacity is greater than 80%) — Pursuant to 15A NCAC 02T .01 18(2 . prior to exceeding, 90 percent of the system's permitted hydraulic capacity (based on the average flow during the last calendar year), the permittee shall obtain all permits needed for the expansion of the wastewater treatment. utilization. or disposal system and, if construction is needed, submit final plans and specifications for expansion, including a construction schedule. If expansion is not proposed or is proposed for a later date, a justification shall be made that wastewater treatment needs will be met based on past growth records and future growth projections, and as appropriate, shall include conservation plans or other specific measures to achieve waste flow reductions. ® No — Skip Attachment F. ATTACHMENT G — EASEMENT, ENCROACHMENT, AND LEASE AGREEMENTS I Does the Permittee own all of the land associated with the wastewater collection, treatment, conveN.ance, and utilization system? ® Yes — Skip Attachment G. ❑ No Pursuant to 15A NCAC 02T .01 16(c), provide a copy of all easements, lease agreements, and encroachment agreements allowing the Permittee to operate and maintain the wastewater collection, treatment, conveyance, and utilization system on property not owned by the Permittee. ATTACHMENT H —AFFILIATIONS Are the Permittee's affiliations of record correct? Check affiliations. ® Yes - Skip Attachment H. ❑ No Provide the corrected affiliations and their contact information. ATTACHMENT I — COMPLIANCE SCHEDULES Does the existing permit include any Compliance Schedules? (See Section 1 of the most recently issued permit) ❑ Yes Submit documentation that the compliance schedules have been met. ® No Skip Attachment[. ATTACHMENT J — CIVIL PENALTIES AND OUTSTANDING VIOLATIONS Does the Pennittee have any existing, civil penalties or outstanding violations? ❑ Yes (cis it penalties) - Submit payment for the civil penalty, or proof of remission request. ❑ Yes (violations) — Submit a copy of your response to the Notice of Violation. ® No Skip Attachment J. FORM; P WS-R 02-21 Page 5 of 6 ATTACHMENT K - INDUSTRIAL WASTEWATER Does the uastewater composition in Section Ill. Item 5 include any industrial waste water? ❑ Yes - Proceed to the neat question. ® No - Skip Attachment K. Flas the nature of the industrial wastewater changed since the last permit issuance (i.e.. changes in industrial process. introduction of new materials or chemicals. etc.)? ❑ Yes - Provide a chemical analysis of the waste%kater pursuant to the requirements in 15A NCAC 02U _0201(+g). Provide an overvie%% of the manufacturing process: an inventor% of all chemical and biological materials used in the manufacturing process: and an oi:ervieu of the cleaning and treatment methodolo�,�. ❑ No - Provide an overview of the manufacturing process: all in%entor,, of all chemical and biological materials used in the manufacturim_ process, and an overview of the cleaning and treatment niethodolo+,� . I ATTACHMENT L-SETBACK WAIVERS Does the existing permit include setback «aivers? ❑ Yes - Pursuant to I iA NCAC 021' .070 1. provide setbacks �%ai%ers that have been l%ritten. notarized, signed by all parties involved, and recorded With the Caunq• Register of Deeds. 4k ai�crs involtiing the compliance b0Lindan shall be in accordance with 1 >A 'NCAC 021 _ .0107. ® No - Skip Attachment L. APPLICANT'S CERTIFICATION 1. r�1lf 1tGmy,5 attest that this application (Si�,nature authority's name as noted in Section I. Item 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 packa.-e are not conlpleted, and that it' all required supporting, information and attachments are riot included. this application package will be returned as incomplete. I further certify pursuant to 1 iA NCAC 02T .01 20b . that the applicant. or anv parent, subsidiary. or otlicr atf rliate of the applicant has: not been convicted ofenvirorinlental crimes under: not previously abandoned a wastewater treatment facility without properly closing the facility: riot paid it civil penalty. not been compliant with any compliance schedule in a permit, settlement ailreement. or order: not paid an annual tee. Note: The Applicant's Certification shall be signed pursuant to 1 iA NCAC 02T .0106(1t1. Ali alternate person may be delegated as the signing, official if a letter is provided pursuant to 15A NCAC: 02T .0106(c). Pursuant to a 1 13-21 4;.6A and 5 143-215.611. 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 inclttoot tine *tip f eced $10.000 as well as civil penalties up to S25.000 per violation. Si -nature: Date: 6/3/z92 Z_. THE COMPLETED APPLICATION AND ATTACHMENTS SHALL 13F SU13MITTED AS A SINGLE PDF FILE. VIA: Email: lion-Dischar e.Reports a nedenr.uo% Laserfrche Upload: htt )s:Jlcdocs.dcc .nc.2ovlForins!Nonl)ischar e-13rarieh- Suhmittal-Form-Ver2 FORM: RN S-R 02-21 Page 6 of 6 West Brunswick Regional WRF Process Description continued operation of a 6,000,000 gallon per day (GPD) reclaimed water generation, reclaimed water distribution, non -conjunctive reclaimed water utilization, and high -rate infiltration facility consisting of: ➢ A 6.0 million gallon per day (MGD) reclaimed water generation system consisting of: 7,000 linear feet (LF) of 24 -inch sanitary sewer force main, 6,000 LF of 24-inch reclaimed water force main, and 2,000 LF of 8-inch water force main: two air -release valves: dual 3.0 MGD reclaimed water generation systems consisting of: o The facility consists of three influent flow meters; plant headworks including three mechanical bar screens, a screening washer, a vortex grit removal system with three associated 220 gallons per minute (GPM) grit pumps, two grit classifiers; an alkalinity feed system including a 5,000-gallon chemical storage tank; two 3,500-gallon alum storage tanks with alum feed system; two equalization basins with capacity of 750,000 gallons. Both equalization basins consist of dual 1,400 GPM transfer pumps, a 2,900 GPM jet -aeration pump, a 1,000 GPM jet -aeration pump, two 1,620 cubic feet per minute (CFM) blowers, and two 540 CFM blowers; two oxidation ditch flow splitter boxes with flow meters; four 950,000 gallon oxidation ditches served by three 75hp brush aerators, three 5 horsepower (hp) submersible mixers, and adjustable effluent weir per oxidation ditch; four 70-foot diameter secondary clarifiers served by four 20 GPM scum pumps; six 1,400 GPM return activated sludge (RAS) pumps and four 100 GPM waste activated sludge (WAS) pumps; two 4,000 GPM ultrasonic RAS flow meter and two 250 GPM ultrasonic WAS flow meter; four rotating disk package filters with a combined 6 MGD design flow; four 30 ft by 60 ft contact chamber with a sodium hypochlorite feed system; a reclaimed water pump station with four 2,800 GPM effluent pumps and two 1,400 GPM effluent pumps, two 200 GPM non -potable water pumps; a turbidity meter; two 2,100 GPM sewer drain pumps; two 238,000 gallon aerated sludge storage tanks each served by two 320 CFM blowers two 510 CFM blowers, a 1,465 GPM transfer pump; two 250 GPM WAS thickener feed pumps; two gravity belt thickeners with a polymer feed system; an autothermal thermophilic aerobic digestion (ATAD) facility for producing class A biosolids consisting of four 40-foot diameter ATAD tanks, a 70-foot diameter concrete storage tank, five 3,500 GPM jet -aeration pumps, four 750 GPM foam -control pumps, and seven 275 CFM blowers, two 5-hp sludge transfer pumps, one 250 gpm truck loading pump, two heat exchangers; a septage receiving station with a magnetic flow meter, a fine screen, a screenings collector screw, an aerated grit chamber with a 2 CFM blower, two 9,500 gallon aerated equalization tanks with two 75 CFM blowers, and two 50 GPM sludge pumps; two 1,600 kilowatt (kW) auxiliary generators with automatic transfer switches and all associated piping, valves, controls, and appurtenances: o a 30 million gallon (MG) synthetically lined upset pond with two 2,100 GPM upset pumps: a 20,000-gallon infiltration pump tank; and al associated piping, valves, and appurtenances. West Brunswick Regional WRF Process Description ➢ continued operation of a reclaimed water distribution system consisting of; 15,269 LF of 16-inch reclaimed water force main, 3,471 LF of 18-inch reclaimed water force main, and 1,020 LF of 2- inch reclaimed water force main to serve from N.C. 211 to reclaimed valve vault (section 5): 804 LF of 10-inch reclaimed water force main and 15,650 LF of 16-inch reclaimed water force main to serve from Bolivia to reclaimed valve vault (sewer force main) and valve vault toe utilization site (reclaimed water force main); 5,774 LF of 10-inch reclaimed water force main to serve form N.C. 211 to Winding River Plantation; 11,813 LF of 12-inch reclaimed water force main and 13 LF of 16-inch reclaimed water force main to serve form N.C. 211 to St. James Plantation: and all associated piping, valves, controls, and appurtenances: ➢ continued operation of a 3.97 MGD dedicated reclaimed water utilization system consisting of the: o 599,650 GPD Member Club dedicated reclaimed water utilization system consisting of: a 200 GPM dual pump station with high-water alarms: 600 LF of 4-inch reclaimed water force main and 4,100 LF of 10-inch reclaimed water force main: a 3 MG storage and irrigation pons; a 1,050 GPM dual irrigation pump station with high-level alarms; 102.4 acres of reclaimed water spray irrigation area: and all associated piping, valves, control, and appurtenances: o 796,700 GPD Winging River Golf Course dedicated reclaimed water utilization system consisting of: a 13 MG storage and irrigation pons: 149.5 acres of reclaimed water spray irrigation area: and all associated piping, valves, controls, and appurtenances: o 1,623,500 GPD West Brunswick Drip Facility dedicated reclaimed water utilization system consisting of: 2,665 LF of 1-in reclaimed water force main: a 98.25 MG clay/concrete lined wet weather storage pond: a reclaimed water pump station with a manual bar screen, two 3,300 GPM pumps and one 1,600 GPM pump. Two magnetic flow meters, a disk filtration system, and a sodium hypochlorite feed system; 496.4 acres of drip irrigation area with cover a cover crop of Loblolly pine trees consisting of 5 zones: and all associated piping, valves, controls, and appurtenances: o 344,500 GPD IP Tract dedicated reclaimed water utilization system consisting of: 10,460 LF of 16-inch reclaimed water force main: 50.88 acres of reclaimed water spray irrigation area: two 1,200 GPM spray irrigation pumps: and all associated piping, valves, controls, and appurtenances: o 256,500 GPD Mercer Mill dedicated reclaimed water utilization system consisting of 37.86 acres of reclaimed water spray irrigation area; two 1,300 PGM spray irrigation pumps; 5.1 MG of wet weather storage for the Mercer Mill spray irrigation area contained in pond MM #2 under normal operating conditions; 9.8 MG of wet weather storage for the Reserve Club golf course is allocated on pond MM #1 via excess disposal capacity; and all associated piping, valves, controls, and appurtenances: West Brunswick Regional WRF Process Description o 353,400 GPD Reserve Golf Course dedicated reclaimed water utilization system consisting of: a 1,000 GPM dual irrigation and storage pond with approximately 1.5 MG of effective storage (as previously stated, and additional 9.8 MG of wet -weather storage for the Reserve Gold Club is allocated via excess disposal capacity included in the MM #1 infiltration ponds); an irrigation flow meter; and all associated piping, valves, controls, and appurtenances: ➢ Continued operation of a 3.43 MGD high -rate infiltration system of the: o 846,500 GPD IP tract high -infiltration system consisting of: nine high infiltration basins with a cumulative area of 13.88 acres: 14,167 LF of 8-inch perforated PVC groundwater lowering drain with clay anti -seep collars. In -line clean outs, and a PVC membrane curtain; three groundwater lowering pump stations each with two 650 GPM submersible dewatering pumps and a magnetic flow meter: and all associated piping, valves, controls, and appurtenances: o 1,850,000 GPD Mercer Mill high -rate infiltration system consisting of: two high -rate infiltration basins with a cumulative area of 12.55 acres; 6088 LF of 10-inch perforated PVC groundwater lowering drain with clay anti -seep collars and in -line clean outs; two groundwater lowering pump stations each with two 1,300 GPM submersible dewatering pumps and a magnetic flow meter; and all associated piping, valves, controls, and appurtenances: o 736,406 GPD Clemmons Tract high -rate infiltration system consisting of: two high -rate infiltration basins with a cumulative area of 2.07 acres, 2,930LF of 8-inch perforated PVC groundwater lowering drain with clay anti -seep collars. In -line clean outs, and a PVC membrane curtain with a v-notch weir with ultrasonic meter: Figure-• • r' WQ0023693P ' - • • Vacinity .• -• • - ' ,pL 1. 1: West Brunswick Drip IrrigationFacil ity w► t• _ Clemm 'n Tract } S A. Le oil- 4.,i�y `ram • it • r J� ' � 4 �L •. .-P Tract �- �' a {• -- --. .f '.. yI i � - � - -� •.'r.y, ' y fry ° Southport -Supply.. - 1: Rcy .SE_ '`Winding River , r ' +' Mercer Mill 1 1 J b� o- • :i Y n . l •.. Y r. n:l CIOv: The Reserve Club , e Goo le -Earth �'°i°`aa. Member's 'Club ©-2018 Google 5 mi ti'v J 4 '` � �drrs .te�Rorc� 40 Google Earth D 2018 Google IWIrilk- r i K . 30 MG L,ned Upset Pond rrr Figure 3 - The Reserve Club Golf Course 0 200 400 600 800 1,000 Feet 4 9.502 ' s Name Acerage Zone i-iourly Yearly Front Nine Fairway Low 5-749 RGB 0.2 83.2 Front Nine Tee Low 1.05 RGB 0.2 83-2 Front Nine Fairway Low 2.735 RGB 0.2 83.2 Back Nine Fairw ay Low 3.34 RGB 0.2 83-2 Back Nine Tee Low 1.182 RGB 0.2 83-2 Back Nine Fairway Low 3.517 RGB 0.2 83.2 Back Nine Tee Low 0.398 RGB 0.2 83-2 Back Nine Fairway Low 5.505 RUB 0.2 83-2 Back Nine Fairway Low 0.939 RGB 0.2 83-2 Back Nine Tee Low 0.803 RGB 0.2 83.2 Back Nine Fairway Low 0.214 RUB 0.2 83-2 Back Nine Fairway Low 0.21 RUB 0.2 83-2 Back Nine Tee Low 0.075 RUB 0.2 83-2 Range High 9.502 RGA 0.1 41-6 Back Nine Fairway High 1.227 RGA 0.1 41.6 Back Nine Fairway High 10.541 RGA 0.1 41-5 Back Nine Tee High 1.445 RGA 0.1 416 Back Nine Fairway High 2.481 RGA 0.1 41.6 Back Nine Tee High 1.216 RGA 0.1 416 Back Nine Fairway High 5.083 RGA 0.1 41.6 Back Nine Tee High 0.397 RGA 0.1 41.6 Back Nine Fairway High 5.446 RGA 0.1 41.6 Back Nine Tee High 1.139 RGA 0.1 41.6 Back Nine Fairway High 3.949 RGA 0.1 41-6 Back Nine Tee High 1.916 RGA 0.1 41.6 Legend Property Lines ,t Wetland Estuarine and Marine Deepwater Freshwater Emergent Wetland Freshwater Forested/Shrub Wetland Freshwater Pond Lake Riverine I". Estuarine and Marine Wetland The Reserve Club Golf Course Zone RC/A :. Wr a iRrr gitai.Gloe. a Eart�i 1�r, eog RC1B 4.._,.. and he_iSLlser_Ca�nn iflymill Figure 4 - Members Club Golf Course 0 200 400 600 800 1,000 Feet I p WR E /B P WQ0023693 Winding River Golf Course (Non -Conjunctive Reclaimed Water Utilization) W R/A ANX hk . . . ...... ... . ........... IBIS 6.'A 1010 -7 A IBIS 5 A 9A- IBIS 4-A IBIS'$ A Jw IBIS 9013 IBIS 9 A .1131 18A Vt, I plc� 1 "a PRACTICE RANGE I B III B x I tS" 1 B, PRAC18BTICE RANGE B IBIS 2 A 10B '1 -1 A 11 B 16B 16A 17A 15A 1*2A, Google .Earth 13A*1 3B 'N Y Dc 2018 Google 14A 3000 ft 20 1 S Google if ZDne D W-2 If Zc)ne E -MW-3 fir` C 98.25 MG Lined Wet Weather Storage 'MVV-4 I--- I - .- E 1 mi A ��'� ter..;: `�`~ `•' ly ----r- 5 -�� f - — ~ IP A2 IP 2 I 1 4 = I P A3 IP 3 I� Al IP 4 r' I P 6 r I E Google Earth _:, 2018 Google PC IP7 IP8 IP 9 2000 ft A N F. JOs�e x v PMM/2 rMMl1 Google Earth ' �l aaa rt 2018 Google ti• � ,. Figure 9: West Brunswick Regional WRF Legend WQ0023693 19 High -Rate Infiltration Basin Clemmons Tract (High -Rate Infiltration) West Brunswick Drip Irrigation Zone A 50 if West Brunswick Drip Irrigation Zone E V SCALE IN FEET WRH SC x WTH MS7ALLA. = OP IADBAa7Aw PM TEE INITIAL nApa�ea TLL'� MaDRf®F1LTEQ67 SPM A6 8117N+N CN M IPLBARAw 71 SILT FT3VCE E I4� DETAIL A LAYER CP M SA DY MATERIAL 91AL1.. 4ALL S) ASOVE, � PROP®2TY OF WPCRTED FILTW SAW. FINAL SACIRAL TO 02ADE &TALL WITH 71 Mi _ S,F. OUTLETS d, SILT S [ I MY CLAY MATIRtAL AS SJOMM CW M DETAIL _. • -`L - ' SR ;]�rlk•TS T IT 9ICIJ.O Be L NfIC'AA'IE) iNAT LIU- I O NTF4OF IL W R' RWMM CCK TO [S'T411 M UDES2aRAPG. MSTALLA710N OF M WORK S•K:VYN C-2 AND C+S IN MVANCE OP TEE LI DESMAIN INSTALLATION SEIOLLD 5 mn RgpVA1 CFO w A VA8'i!• T}F W7�IMAw E AD.4lCGVT TO M PWAzi PQES YYY y -RIP RAP SR1l5Ml- FJGSTn�O ROAD. 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BOX FOR T"S CRgATM IC, DESIW .1 BE .19TTeD To T0IST/Y.LATCA.TEEW1GAT10NSVSTM.SS / [T lr',•,-. F14AL ACC!PfANCE OF M PQO.CCT R To i .�/ /`. b RIP RAP SPLASN 9�.DE7A[- _eeow � b" TEE. 10 10 C.O. 'X 8' X�' / 5M.T PBVCC E _•�- �''� / // REDUCER E 2 • B' VALVE ' ►l . i �` �� 4-T PHVCE E A Ps A*ACNS PROPE771,' r" •y / ¢, { e. '— _ _ - J' __ w/ 0GATES 19' GRAYH. 36 L ''NOTE RESTRA IT IN Ay E xw IVEWAY NMAINeG ELBOw"`_'+A'I 40-xam T_ .�.«-.. - l a e` / �3 DRA! PIPE A�GA-LUG (R.EE 101 6'SLT\ Ste. =S - j- y \�:�!'• - f I . r EAR TO y -✓ � LOP. LINE � -ALIBI' .eowG AND QQADN: IVOTGS! DRIP IRRYTATION AREA L N.L A+ZEAS OF TFE PROPERTY WEST OF M O-EARw3 LNMT LwE SUAu SE J PROP�my OP �+ ALL STRAP^ 9LALL EE dW ALL WOCDY VECEIATION B�cW _ ' OOI ?,ITY LL S� i2e1MbV� °TROM TI.E sr1E FCQ wsPOSAI SY M CONiRA1CTOR. PRIOR ro ANT cLEARr+c ca GRACMVG, sM.r Pe+CWa soil a Mf>TALLED ALONG M RU- PBf1LlSE! OF M O16fIR® AREA A6 SEIOYA�i COMFACTCR SWLL REMOVE ALL EXLKTING [ 7E9r Wn l o WITNN M OT RE0..ICl.R�_ _ ? . ' •,ems- aSnURIED P52INEM. OF 7EE u D6ZORAnB AID COH5T411CTICN OF Tro O TEE ITXS' T� IQ w_c POnos. M REaAwwG OSnRe® AREA Sl-IAIl Se 6RAom SMOOT4+ IRRGN FORCE MAIN PgpP05® CONTOUR MPVATIOP6 9AVM DN TFE PLAN SWMJA7T6 LiAP" X 6' BCX W/ /' AND FIOI.LOW6 SIlIFADE DRAWEE 91ALL EE df�'CT67IXISTwGING ROAD AW VJTO•I WEAR //P M�aG�E Pq�D..ORG�arzFAOL' W�ATE1 rt DUCTILE IRON PIPE .LTRASONIC I-^•.+.,J/ /" LWER T-E CRWNLAY. OftACEABNAILATW SW4E TO OPSCT Ti1CRUICFF4 .. yEsTy2 M we ORECTION TOWARD TEE WETANDS A.• A UPON OOAPLEi1W OF M BQAOAJ7. TEE &TE S ALL ME 8®m AS SPEWED. r 5Lr FENCEE L'� Y �6F. OUTLETS S 1 Legend F6— W- V.— � low Prcssum Parcel Bards Brunswick County Public Utilities Clemmons Tract (v s 0512712022 T inch = 167 feet saes crae+a.�ee.cvsane�w. �.w ir.�.4.erm�vRear u....aa...eP Fo IP Site Map 'ri s .s' far ..RM1 s►,,�, 5,.. *r ir1,%jowl 1�fafal�fkrC rtillts>>sti►1�� aDc��k���E LEGEND s Well Compliance Line ! IP Site Habitablia Residence Review Line e 30 Infiltrai ;',l Not within 500 Feet — Reclaimed Neater Main= Wetlar ;I Within 500 Feet Drain Line IML ■�■ 5o" E 7I�1�R� 25' Setback Streams Parcel 100' Setback Contour 5aila BaB - Baymeade Tine sand t+ik - Muckalee loam HOC - Baymeade and Marvyn soils NoB - Nortalk loamy fine ❑O - Dorovan muck On - Onslow fine sandy IN Fa - Foreston loamy fine sand Fin - Pantego mucky loan GoA - Goldsboro fine sandy loam Re - Rains fine sandy 1W Lo - Leon fine sand To- Torhunta mucky finer Ly - Lynchburg fine sandy loam • r+ , g. J7. is iiiil.lr rryr `�' S C ZVI .RA - k 013260 x, MCKIM&REED 1 inch etiva 'ti a Bab .L` { � i • .tlly�y `'S& Ground r :.� .L • - Pump St. � 3 a ,i•' 1s70' Set 7 • ' Orain L CD Purnp I i >� •� Yam.,, ;r. ��. N Mk n_ � .� „ * � ,s, • ��=-_ Diu. c.-: a _- ••; I, , .�.. � � "'SiltUL i°r`y _ 0 'y � _, .,: •.__ i�: �+.,_ " ,�:�.:._ _ - .1,� _-. :,ter . Ground Wat ► aate. Vl� � - � '•- - :. Pump Statran y Others) Mercer Mill (B rarer Main N r7 Site Map - �• tie .� .. .. 8�llillillillilillillillillillilillillillillilllillilljllI 11111 - 7 LEGEND yam} Well Reclaimed Water Line r 500' Suft�. �" •" _ ' r r ■ wa C01M¢I18f1GB Line and 25' Setback Drain Lines Infiiltratio7 �` Irrigation Boundary 100' Setback Streams :� a Compliance Line Contour Wetlands' P Review Line Group it sails Parcel 8 �M Soils R •'4a!- Bala - Bay meade fine sand Mk - Muckaie loam � ......rat � .�- �se•' .-7. .. BaC • 6aymeade and Mervyn soils � Mu - Murville mucky fin . . - +'-~ - }`''_ t iI - Blanton fine sand _ To - Tortlunta mucky fin • AU KrB - Kureb fine sand WaB - Wando fine sancund Water rt¢ Station elf, 'A. 38 taQ' Setback and Ln - Leon fine sand r" Drain Lines . 0 t.- SEAL CAR, iissray� �• S H 3 6 ENGIN � - mot'. :+.�:� '�'�-...,•. .�- 9S}-:An do Basin 1 .�- :4 WS of .58 > ° r Line and vundary so so."A. = �- 56 MCMNI&CREED I inch et Water Resources ENVIRONMENTAL QUALITY May 23, 2018 Ann B. Hardy, County Manager Brunswick County P.O. Box 249 Bolivia, NC 28422 Subject: Adjusted Daily Sewage Flow Rate Approval Brunswick County (WQCS00284) Dear Ms. Hardy ROY COOPER Governor MICHAEL S. REGAN Secretary LINDA CUL,PEPPER Interim Director On February 16, 2018, the Division of Water Resources (Division) initiated a review of the existing Brunswick County flow reductions to develop a comprehensive flow reduction that would apply to all permitted but not yet tributary residential connections and all future residential connections within the Brunswick County service area. In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the existing flow reductions as granted to various portions of Brunswick County, and based on input from the Wilmington Regional Office as well as historical data for the county and the Division of Water Infrastructure (DWI) guidance, the Division hereby approves for use by Brunswick County an adjusted daily sewage design flow rate with the following conditions: • The flow reduction is applicable to residential single family dwellings only. • The minimum flow for 1 and 2 bedroom dwellings shall be 140 gallons per day. • Each additional bedroom above two bedrooms shall increase the volume by 70 gallons per day per bedroom (e.g. three bedroom homes shall utilize 210 gallons per day). • This flow reduction shall not apply to sewer extension applications and/or permits for any other public or private organizations whose wastewater flows are or might become tributary to Brunswick County collection system (WQCS00284). o The flow reduction may be applied to sewer extension applications and/or permits where the permitted development shall be transferred to Brunswick County upon completion. • This flow reduction is only applicable for developments with flows tributary to the current existing wastewater treatment facilities, and shall supersede any previous flow reductions granted to developments tributary to the following treatment plants: o Carolina Shores WWTP (NC0044873) o Northeast Brunswick Regional WWTP (NC0086819) o Shallotte WWTF (WQ000798) o Ocean Isle Beach WWTF (WQ0006085) -'","Nothing Comparesw-L.. State of North Carolina I Environmental Quality I Water Resources 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 919-807-6300 Brunswick County WQCS00284 o Sea Trail WWTF (WQ0012748) o West Brunswick Regional WRF (WQ0023693) • Per 15A NCAC 02T.0114(e)(2), this flow reduction shall not apply to residential property on barrier islands and similar communities located south or east of the Atlantic Intracoastal Waterway used as a vacation rental as defined in G.S. 42A-4. Such residences shall use 120 gallons per day per habitable room. • Previous flow reductions as listed in the March 18, 2004 flow reduction approval for 904 Georgetown (185 GPD per 3-bedroom unit) and Bald Head Island (305 GPD per unit) shall remain in place, as they do not connect to Brunswick County's collection system. • This flow reduction must be reevaluated and approved by the Division prior to application to any future Brunswick County treatment facilities. Future sewer extension applications should be made using the flow reduction amount stated above. All other aspects of the permitting process remain unchanged, and all applications must comply with the statues, rules, regulations and minimum design criteria as certified by the owner and engineer. Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater flows exceed the effluent limits as defined in the permit for the treatment facility or exceed the capacity of the sewers downstream of any new sewer extension or service connection(s). The granting of this flow reduction does not prohibit the Division from reopening, revoking, reissuing and/or modifying the flow reduction as allowed by the laws, rules, and regulations contained in 15A NCAC 02T, NCGS 143-215.1, or as needed to address changes in State and/or Federal regulations with respect to wastewater collection systems, protection of surface waters and/or wastewater treatment. If you have any questions, please contact Christyn Fertenbaugh, P.E., at (919) 807-6312, or via email at Christy n.Fertenbaugh @nraenr. ov. Sincerely, for Linda Culpepper Interim Director, Division of Water Resources by Deborah Gore, Supervisor Pretreatment, Emergency Response and Collection Systems Branch Cc: William Pinnix, P.E., Brunswick County (William.Pinnix@a brunswickcountync.pov) John Nichols, P.E., Brunswick County (John.Nichols@ brunswickcountync.gov) Wilmington Regional Office, Water Quality Regional Operations Central Files - Brunswick County Collection System (WQCS00284) Central Files— NC0044873, NC0086819, WQ0000798, WQ0006085, WQ0012748, WQ0023693 PERCS (electronic copy) Page 2 of 2 West Brunswick Regional WWTP (Flow Reduction Spreadsheet) Total Connections (county retail customer Total ADF per month connections plus (Includes all attributable retail GPD/per Retail attributable flow in customer Customer Month basin) connections) Connection Jun-21 6,056,354 40,522 149 Jul-21 6,828,618 37,353 140 Aug-21 6,921,386 37,483 145 Sep-21 5,940,175 37,587 124 Oct-21 5,214,072 37,732 106 Nov-21 4,719,048 38,008 96 Dec-21 4,145,103 38,117 83 Jan-22 4,418,968 38,199 87 Feb-22 4,219,193 38,330 85 Mar-22 4,716,823 38,502 94 Apr-22 5,056,918 38,688 102 May-22 5,004,498 39,606 98