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WQ0038695_Application_20220203
Quible Quible & Associates, P.C. ENGINEERING • EM+IRONMENTAE SCIENCES • PLANNING • SURVEYING SINCE 1959 February 3, 2022 Robert Tankard Washington Regional Office North Carolina Department of Environmental Quality 943 Washington Square Mall Washington, North Carolina 27889 Re: High Rate Infiltration System Permit Renewal Application OBX Waterpark Adventure 60,000 GPD WWTP Permit No. WQ0038695 Powells Point, Currituck County, NC Dear Mr. Tankard: P o Drawer 870 Kitty Hawk. NC 27949 Phone 252-49!•8147 Fax: 252-491 8146 Web: quIble corn On behalf of H2OBX, LLC, Quible and Associates, P.G. hereby submits for review and approval a High Rate Infiltration System Permit Renewal Application package for the above referenced project in Currituck County located at 8526 Caratoke Highway. The following items are included and shall be considered part of this submittal package: 1. Review Fee Check in the amount of $1,344.72, which has been paid by the applicant. 2. One (1) original and one (1) copy of the High -Rate Infiltration Systems Application Form HRIS-R 02-21 including additional sheet for section VI and section Vill; 3- One (1) copy of the Site Map; 4 One (1) copy of the three years of water flows excel spreadsheet; 5. One (1) copy of the Operational Agreement; 6. One (1) copy of the Contractor for Service Agreement. Please do not hesitate to contact me at (252) 491-8147, or ndashti@quible-cam should you have any questions or concerns. Sincerely, Quible & Associates, P.C. G t\4nePmn- Nadeen Dashti, E. I. cc: Jeffrey Malarney DWR State of North Carolina 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 Division Policies. For more information, visit the Water Quality Permitting Section's Non -Discharge Branch website. The Applicant shall submit an electronic copy of the application and attachments uploaded as a single Portable Document Format (PDF) file to https://edocs.deq.nc.gov/Forms/NonDischarse-Branch-Submittal- Form-Ver2, or emailed to Non-Discharge.Reports@ncdenr.gov if less than 20 megabytes (MB). SECTION I — APPLICANT INFORMATION 1. Applicant: H2OBX, LLC 2. Permit No.: WQ0038695 3. Signature authority: Jeffrey Malarney Phone number: (252) 457-1177 Cell Title: Registered Agent Email: Jeff@darecountylaw.com 4. Mailing address: 115 Garden Dr City: Manteo State: NY Zip: 27954- 5. Contact person: Jonathon Credle Primary phone number: (252) 489-1205 Cell Email: jcredle@h2obxwaterpark.com Secondary phone number: (252) 491-5684 Office SECTION II — FACILITY INFORMATIO 1. Physical address: 8526 Caratoke Hwy City: Powells Point 2. Treatment facility coordinates to the sixth decimal degree: Latitude: 36.11231° Longitude: -75.83151° County: Currituck State: NC Method: Address matching Parcel No.: A Zip: 27966- SECTION III — FLOW INFO ' 1 ` 1. Permitted flow: 60000 GPD (The maximum allowable flow based on what has been permitted) 2. As -built flow: 60000 GPD (The maximum allowable flow based on what has been constructed) 3. Average flow: 7852 GPD (The average of all reported flows on the previous calendar year's NDMRs) 4. Hydraulic capacity: 13 % (Divide the average flow in Item 3 by the As -built flow in Item 2) 5. Wastewater composition: Domestic : 100 % Industrial: 0 % Stormwater: 0 % 1 KIM I ciJi' I MEM i 1. Billing address: 13 Green Mountain Drive City: Cohoes State: NY Zip: 12047- 2. Verify the Applicant does not have any overdue annual fees: https://deq.nc. gov/about/divisions/water-resources/water-resources-permits/wq-epayments 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: HRIS-R 02-21 Page 1 of 6 SECTION V — OPERATOR IN RESPONSIBLE CHARGE (ORC) INFORMATION AU ORC: Jonathon Credle Mailing address: H2OBX, LLC 8526 Caratoke Hwy City: Powells Point Phone number: (252) 489-1205 Cell Grade: III Certification No.: 1007637 State: NC Zip: 27966- Email: jcredle@h2obxwaterpark.com Back -Up ORC: Irvin Edwards, Jr. Grade: IV Certification No.: 9337 Mailing address: Atlantic Coast Underground Wastewater and Subsurface System Service 5115 Pine Hill Lane City: Kitty Hawk Phone number: (252) 305-6956 Select State: NC Zip: 27949- Email: IWJUNIOR@yahoo.com SECTION VI — OPEN -ATMOSPHERE STRUCTURES 1. List all open -atmosphere treatment and storage structures associated with the renewing permit. Attach additional sheets if necessary. Type Parcel No. Volume (gal) Liner Type Freeboard (ft) Latitude Longitude Treatment A 21,524 Full, concrete 2 36.11231° -75.83151° Treatment A 45,239 Full, concrete 1 36.11231° -75.83151° Treatment A 10,596 Full, concrete 1 36.11231° -75.83151° Treatment/Storage A 17,358 Full, concrete 4 36.11231° -75.83151° SECTION VII — RELATED PERMITS 1. List all wastewater permits (i.e., sewer, collection system, NPDES, residuals) that have interactions with the renewing permit. Attach additional sheets if necessary. Permit Type Permit No. Relationship Type Collection System WQ0038925 Upstream sewer Select Select Select Select Select Select fSECTION VIII — MONITORING WELLS 1. List all groundwater monitoring wells associated with the renewing permit. Attach additional sheets if necessary. Well Name Parcel No. Status Gradient Location Latitude Longitude P1 A Active Downgradient On Compliance Boundary 36.111997° -75.834572° P2 A Active Downgradient Outside Compliance Boundary 36.111051° -75.833940° P3 A Active Downgradient On Compliance Boundary 36.111942° -75.833596° P4 A Active Cross gradient Inside Field 36.112646° -75.833920° P5 A Active Upgradient Outside Compliance Boundary 36.114260° -75.833284° P6 A Active Cross gradient Inside Review Boundary 36.112502° -75.833517° P7 A Active Downgradient Outside Compliance Boundary 36.110437° -75.834252° P8 A Active Upgradient Outside Compliance Boundary 36.112699° -75.831713° P9 A Active Downgradient Outside Compliance Boundary 36.111351° -75.833255° FORM: HRIS-R 02-21 Page 2 of 6 P10 A Active Downgradient Outside Compliance Boundary 36.113097° -75.835384° P11 A Active Downgradient Outside Compliance Boundary 36.112309° -75.835077° 1. List all infiltration sites "1 MOMCUMPA LII►I011INM:r vuUJ `WI NU if necessary. associated with the renewing permit. Attach additional sheets Site County Parcel No. Deeded Owner Area Cover Crop Latitude Longitude A Currituck A Same 1.11 N/A 36.113219° -75.833566° B Currituck A Same 1.11 N/A 36.112611° -75.834190° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° FORM: HRIS-R 02-21 Page 3 of 6 Total Acreage: 2.22 Was the facility originally permitted or had a major modification issued after September 1, 2006? ® Yes — Pursuant to 15A NCAC 02T .0105(d), submit a site map pursuant to the requirements in 15A NCAC 02T .0704(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 facility -related structures and fences within the wastewater treatment, storage, and infiltration areas. ❑ Soil mapping units shown on all infiltration sites. ❑ The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage, and infiltration sites. ❑ Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and .0108. ❑ Setbacks as required by 15A NCAC 02T .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. ATTACHMENT B — SIGNATURE AUTHORITY DELEGATION Does the signature authority in Section I, Item 3 meet the requirements pursuant to 15A NCAC 02T .0106(b)? ® Yes — Skip Attachment B. ❑ No — Submit a delegation letter pursuant to 15A NCAC 02T .0106(c) authorizing the signature authority to sign. ATTACHMENT C — FLOW REDUCTION Does the existing permit include an approved flow reduction? ❑ Yes — Submit a copy of the flow reduction approval letter, as well as the measured monthly average amount of wastewater flow contributed per unit for the 12 months prior to permit renewal. If any of these monthly averages are within 20% of the approved flow reduction value, the Permittee shall provide a reevaluation of the reduced flow value pursuant to the requirements in 15A NCAC 02T .0114(f). ® No — Skip Attachment C. ATTACHMENT D — CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY Is the Applicant a Privately -Owned Public Utility? ❑ Yes — Pursuant to 15A NCAC 02T .0115(a)(1), submit the Certificate of Public Convenience and Necessity from the North Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise. ® No — Skip Attachment D. ATTACHMENT E — OPERATIONAL AGREEMENT Is the Applicant a Home/Property Owners' Association or Developer of Lots to be Sold? ❑ Yes (Home/Property Owners' Association) — Pursuant to 15A NCAC 02T .0115(a)(2), submit an executed Operational Agreement (FORM: HOA). Pursuant to 15A NCAC 02T .0115(c), if the applicant is a legally formed Homeowners' or Property Owner'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 02T .0115(a)(2), submit an executed Operational Agreement (FORM: DEV). Pursuant to 15A NCAC 02T .0115(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 — Skip Attachment E. FORM: HRIS-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. A No — Skip Attachment F. Does the hydraulic capacity in Section III, Item 4 exceed 70%? ❑ Yes (the hydraulic capacity is greater than 70%, but less than 80%) — Pursuant to 15A NCAC 02T .0118(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 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. 0 No — Skip Attachment F. If answered Yes above, does the hydraulic capacity in Section III, Item 4 exceed 80%? ❑ Yes (the hydraulic capacity is greater than 80%) — Pursuant to 15A NCAC 02T .0118(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. 1 No — Skip Attachment F. ATTACHMENT G — EASEMENT, ENCROACHMENT, AND LEASE AGREEMENTS Does the Permittee own all of the 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 .0116(c), provide a copy of all easements, lease agreements, and encroachment agreements allowing the Permittee to operate and maintain the wastewater 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 any 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. ATTACHMENT J — CIVIL PENALTIES AND OUTSTANDING VIOLATIONS 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 6 ATTACINT K — INDUSTRIAL WASTEWATER Does the wastewater composition in Section 11I, Item 5 include any industrial wastewater? ❑ Yes — Proceed to the next question. ® No — Skip Attachment K. Has 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 wastewater pursuant to the requirements in 15A NCAC 02T .0704t}. Provide an overview of the manufacturing process; an inventory of all chemical and biological materials used in the manufacturing process; and an overview of the cleaning and treatment methodology. ❑ No — Provide an overview of the manufacturing process; an inventory of all chemical and biological materials used in the manufacturing process; and an overview of the cleaning and treatment methodology. I ATTACHMENT L — SETBACK WAIVERS Does the existing permit include setback waivers? ❑ Yes - Pursuant to 15A NCAC 02T .0706t4 provide setbacks waivers that have been written, notarized, signed by all parties involved, and recorded with the county Register of Deeds. Waivers involving the compliance boundary shall be in accordance with 15A NCAC 02L .0107. ® No — Skip Attachment L. APPLICANT'S CERTIFICATION I, _ _ _ attest that this application (Sign ire authority's name as noted in Section I, Item 3) has been reviewed by me an s accurate and complete to the best of my knowledge. I 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 as incomplete. I further certify pursuant to 15A NCAC 02T ,01201 h i, that the applicant, or any parent, subsidiary, or other affiliate of the applicant has: not been convicted of environmental crimes under; not previously abandoned a wastewater treatment facility without properly closing the facility; not paid a civil penalty; not been compliant with any compliance schedule in a permit, settlement agreement, or order; not paid an annual fee_ Note: The Applicant's Certification shall be signed pursuant to 15A NCAC 02T .0106I4 An alternate person may be delegated as the signing official if a letter is provided pursua i I5A NCAC 02T .0106.tc 1. Pursuant to § I43-215.6A and § 143-215.6B, any person who knowingly make•-etryfa _ state , r- resentation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which in ; include a fi not o ceed S10,000 as well as civil penalties up to S25,000 per violation. Signature: Date: t 11 t a •Z THE COMPLETED APPLjCC t71 i. ` ND ATTACHMENTS SHALL BE SUBMITTED AS A SINGLE PDF FILE VIA: Email: Non-Dischar e.Re rt Laserliche Upload: https://edocs.deri.nc.gov/Forms/NonDiseharae-Branch- Submittal-Form-Vert FORM: HRIS-R 02-2I Page 6 of 6 Additional Table for Section VI OPEN - ATMOSPHERE STRUCTURES Type Parcel No. Volume (gal) Liner Type Freeboard (ft) Latitude Longitude Treatment A 3,808 gal Full, concrete 1 36.11231 -75.83151 Treatment/Storage A 6,000 gal Full, concrete 4.5+ 36.11231 -75.83151 Treatment A 3,808 gal Full, concrete 1 36.11231 -75.83151 Treatment/Storage A 6,000 gal Full, concrete 4.5+ 36.11231 -75.83151 Additional Table for Section VIII — MONOTORING WELLS Well Name Parcel No. Status Gradient Location Latitude Longitude P12 A Active Down Gradient Inside Review Boundary 36.112359 -75.834563 r` N a 0 v 0 0 0 0 10 0 VEPCO 120' E SE1-1ENT 4`0 C-900 DR18 SEWER FORCEMAIN EXISTING ASPHALT PAVEMENT EX. TELEPHONE PEDESTAL EX. CABLE TV BOX EX. UTILITY POLE MM EX. FIRE HYDRANT 4�V EX. WATER VALVE - EX. DRAINAGE PIPE G EX. UG GAS LINE w EX. WATER LINE Ss EX. SANITARY SEWER LINE /o- - EXISTING CONTOUR SOIL TYPE DELINEATION �`) SOIL TYPE LABELS LEGEND PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED DROP INLET PROPOSED STORM PIPE - -- - PROPOSED SWALE PROPOSED DRAINAGE FLOW -9.0-- PROPOSED CONTOUR - RB - REVIEW BOUNDARY COMPLIANCE BOUNDARY - - PROPERTY UNE SETBACK - - - 500' SPRAY FIELD PERIMETER OFFSET HEN PARCEL A EFR R15ORIa LLC DB1303,P600 PIA. 0a2/2371. PtK 10373/-0044 ZGaBh C-60 4"0 C-900 DR18 SEWER FORCEMAIN IF� (o.2TA6) IIII i t 1 I , r' 454'. N31°01'52"Pl 500' SPRAY FIELD PERIMETER OFFSET ----------------------- 1 257507' ? ITCR/N �t t t la tom° it�t _ _ I. , ' r 9� a •mm g0 g0 ieBD Era Era- e•.i ... ▪ 83' " .- a ,7113P147 "",/50' Ctl11pUANCE ITOUNDARY PROM PROPERTY LI •-✓• r 41) mafiL'RBoo` \/ f /^LPL`\';/ /MONITORIM9\ `hLiLV /MYJNIT JM0 I '��"' - - ea -�- Ba • I / \\\\411Pr 1 FUTURE 10" HDPe CPP UNDERDRAINOi` '� `© TOP BERM 'r$ 8 7 `•' ♦,-- r \F F • '',A','"`;''''' 1'FF F,F'- 1 4.4' F F1 el 1 U TUBESPRAY FIELD P_ERIMFTER \ ` mQp,F-F,-,.-Fi$� aa� 1 ' - - - r. /' ..� .\ 1 1C L��8.`1.�1 ' F F F •k'FwF�itR 30.0'%,, _ �. 1 1"in1�.cg. 1 '. f F f �l Ix ,, ,, \ % a\ FUTURE 'ti o® .10 11 u' i lit NI NG F FI,` S ‘94. ' ..,,,, ,‘, -t, SPRAY FIELD ..:''. 1 *', 91;�,'°x-4 F I t 11 1 _ ( EXPANSION 1 °�o F ' F it - - - �.� : 1 Ill/.. �I.F f F F F I ,- ` 1Iut �x �1f F F F �' -� : � F F Ala r1 �t { 1 t 111`'11`I111�,t� 1" F F s\f F F f'. I ` 1 t{ I` i` t``{{ 1111 `,f F F K 1l F K , 1 `ti `t,•I1111 ` f F F f if F f 11 t t t%t1III i F F f, i F F Kl I` \�\ ,,,,,ro /N I` 1` 1111 i F F f `it`ttt litll, ', ' F '` F/ \ ' 1 `tt `te ill., f%" E f �♦ /� ',\ s` 0�1 ttt'ski\K F`,� j �i \, yl 417151 F t 1 @ 1 1 PROPOSED O 1 �!r F Frtf 1 I r' / 11 , MONITORING , 1 f K •'f " F(` �► 30' WIDE 71 -lalliVIELLW-3 13 / K F F1 F 1F , I , SETTLING y l K f KI 'I , - 1� BASIN 1 R '°� /K F, OVERFLOW 1 M'F /1L .aTAK.1-. 314t5 .144 R9 07 SL 9as S30°5'24"F `,`. ,�F F I ` \ t V F F 1 1 F K K I 1 i ' f F F f 1 t iifFFfl I �___ 1 1 ' K \ t L F I� F �1 t`'` r V 111 \e \r 4` F` F F F�, i \ F F K N F 11 IA F F F , (\ 1‘ , J/ 4 �tF \ F F K '\ 1 , - AI 4-- - 7TN. 8 1 \ �.aJ. IN \F F F `\ �. V 6 7 1 a ` F F F ^ -,5 FUTURE SPRAY FIELD PERIMETER c1• \ \f F F ` I \` �, FUTURE o o... '' y� �' K F\� { $ / SPRAY FIELD` .... -01 ♦ \F K f \� ` / EXPANSION �10 HDPe CPP UNDERDRAIN TOP BERM 08.2 . SPRAY FIELD PERIMETER PROPOSED GRASSED SWALE 3:1 SIDE SLOPES 27 SPRAY HEADS 0 30' ON CENTERS (60,000 GPD DISPOSAL) TOP BERM 0 8.2 10" HDPe CPP UNDERDRAIN 1 ',\'„, F 0 �, \, e\` F \, \ / ,/ O c. 1 ‘,\,\F \ K FAt / r^I \ ,F -201 PROPOSED ` • : K f \ y 1 MONITORING®` l� K F F, / - i - vRil ' / \ f f F \, / / 1 I / --\ \f F K ( 8' 1 I F \1t \ F I / K F f . 1 :sl /' F If F F 51 // ,� f f i i I S F , / / /f 1/ / /// K f i f '1 ..‘„/ / / \ „ // K f F 1 �, // K f fi / // K K K K1 /11 II, <�"-��1 K STORAGE SWALE#1 ' _ - - - - _ /f %/ 3:1 SIDE SLOPES / • - 12.5' WIDE BOTTOM , '- _ _T- _ 200" PROPERTY LLRE SEIBACK i PROPOSED RR / 18" RCP 50' 0 0.4% SLOPE 500' SPRAY FIELD PERIMETER OFFSET GRAPHIC SCALE ( IN FEET ) 1 inch = 80' ft. WASTEWATER TREATMENT PLANT (WWTP) FIRM ZONE • / • ;rF • 4 / 1 Fib SURVEYED t FIRMZONE SHADED 'X' PROPOSED STORAGE SWALE#2 3:1 SIDE SLOPES 5' WIDE BOTTOM PROPOSED BYPASS GRASSED SWALE_ 3:1 SIDE SLOPES FIRM ZOWYE "4E" (EL 7.29 Ac>= D RDEER5VL FRED D. 5178' TERRYD. WIER DB1005,R9032 ZOM37, 66 NOTES: 1. CURRENT OWNERS: EPR RESORTS, LLC 909 WALNUT ST, STE 200 KANSAS CITY. MO 64106 EPR RESORTS, LLC 909 WALNUT ST, STE 200 KANSAS CITY, MO 64106 EPR RESORTS, LLC 909 WALNUT ST, STE 200 KANSAS CITY, MO 64106 2. APPUCANT / SITE CONTACT: RESIDUAL - PAID 66 The f 6P (P,11 C DBBTZFt9517__ PIA G R7 48 1-62-1567 ZGN6h C-64 66 t /I NOTES: 1. 15A NCAC 02T.0706 HABITABLE RESIDENCES OR PLACES OF PUBLIC ASSEMBLY UNDER SEPARATE OWNERSHIP ARE NOT WITHIN 400 FEET OF THE INFILTRATION UNIT. PROPOSED SWIMMING POOLS ARE NOT WITHIN 100 FEET OF THE PROPOSED INFILTRATION UNIT. SURFACE WATERS (DITCHES) ARE NOT WITHIN 50 FEET OF THE INFILTRATION UNIT. 2. 15A NCAC 02L .0107(b) COMPLIANCE BOUNDARY THE COMPLIANCE BOUNDARY SHALL BE ESTABLISHED 250.FEET FROM THE WASTE BOUNDARY, OR 50 FEET WITHIN THE PROPERTY BOUNDARY, WHICHEVER POINT IS CLOSER TO THE SOURCE. 3. 15A NCAC 02L .0108 REVIEW BOUNDARY A REVIEW BOUNDARY IS ESTABLISHED AROUND ANY DISPOSAL SYSTEM MIDWAY BETWEEN THE COMPLIANCE BOUNDARY AND THE WASTE BOUNDARY. WHEN THE CONCENTRATION OF ANY SUBSTANCE EQUALS OR EXCEEDS THE STANDARD AT THE REVIEW BOUNDARY AS Dt ILIMINED BY MONITORING, THE PERMITTEE SHALL TAKE ACTION IN ACCORDANCE WITH THE PROVISIONS OF RULE 15A NCAC 02L.0106(C)(2)(A). PIN# / PID#: 9837-54-8094 / 0124000137L0000 SITE ADDRESS: 8526 CARATOKE HWY ZONED: CONDITIONAL GENERAL BUSINESS (C-GB) PIN# / PID#: 9837-74-0821 / 0124000137E0000 SITE ADDRESS: 8504 CARATOKE HWY ZONED: HEAVY INDUSTRIAL (C-GB) PIN# / PID#: 9837-74-2398 / 012400001270000 SITE ADDRESS: 8524 CARATOKE HWY ZONED: GENERAL BUSINESS (GB) OBX WATERPARK ADVENTURE, LLC 518-783-0038 AQUATIC GROUP.COM 3. TOTAL PARCEL AREA = 3,539,726 79 SF / 81.26 AC PARCEL 137L = 3,484,800.00 SF / 80.00 AC UPLANDS = 3,410,729.05 SF / 78.30 AC WETLANDS = 74,070.95 SF / 1.70 AC PARCEL 137E = 34,946.87 SF / 0.80 AC PARCEL 127 = 19,979.92 SF / 0.46 AC 4. BOUNDARY INFORMATION SHOWN BASED ON PC "0", SL 84. 5. TOPOGRAPHIC INFORMATION SHOWN BASED ON FIELD SURVEYS BY QUIBLE & ASSOCIATES, PC, DATED 04/2016-08/2016. 6. HORIZONTAL DATUM IS NAD 83(2011), VERTICAL DATUM IS NAVD 88. 7. PROPERTY IS LOCATED IN NFIP FLOOD ZONES AS SHOWN AND SUBJECT TO CHANGES. BASED ON COMMUNITY CID NO. 370078; PANEL 9837; SUFFIX J. (MAP NUMBER 3720983700J) EFFECTIVE DATE: 12/16/2005 8. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS, COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE 11TLE SEARCH. NOTE: THE DATA GIVEN ON THESE PLANS IS BEUEVED TO BE ACCURATE, BUT THE ACCURACY IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, AND DIMENSIONS OF THE EXISTING UTIUTIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS NOTICE TO PROCEED. c0 z Z J (0 z 1- J 0 0 0 * w C-0 w 0 0 J Q z w z 0 z w COMMISSION NO. P15004 DESIGNED BY MWS DRAWN BY TAS/BKH CHECKED BY MWS ISSUE DATE 08/12/16 SHEET NO. OF 1 SHEETS 2021 WASTE WATER FLOWS PER DAY Day January February March April May June July August September October November December 1 0 0 0 0 2689 6656 8355 15053 1190 0 0 0 2 0 0 0 0 2689 3465 8355 13562 1193 0 0 0 3 0 0 0 0 2689 5026 3110 13561 1196 0 0 0 4 0 0 0 0 2689 5026 9621 15624 83 0 0 0 5 0 0 0 0 45 3535 12362 15624 11311 0 0 0 6 0 0 0 0 6599 6190 12362 15626 7580 0 0 0 7 0 0 0 0 6581 9446 12363 21032 3325 0 0 0 8 0 0 0 0 0 4062 10536 12809 7331 0 0 0 9 0 0 0 235 0 4063 4842 9496 3828 0 0 0 10 0 0 0 235 0 14962 7091 7994 3828 0 0 0 11 0 0 0 235 2467 14962 11388 8803 3828 0 0 0 12 0 0 0 235 814 15407 9964 11284 3828 0 0 0 13 0 0 0 71 59 6687 8397 8526 3828 0 0 0 14 0 0 0 0 124 9330 7694 10122 153 0 0 0 15 0 0 0 3181 43 5153 9989 10121 153 0 0 0 16 0 0 0 48 43 5153 9989 12162 153 0 0 0 17 0 0 0 35 43 8797 7053 7875 153 0 0 0 18 0 0 0 35 65 8797 16920 15953 135 0 0 0 19 0 0 0 35 0 10158 7206 7584 136 0 0 0 20 0 0 0 1 1333 10650 15176 5973 184 0 0 0 21 0 0 0 45 1334 3527 10156 5974 2654 0 0 0 22 0 0 0 664 1334 6557 8944 8032 2654 0 0 0 23 0 0 0 855 1334 6556 8944 5841 2654 0 0 0 24 0 0 0 631 1333 9829 12639 5842 2654 0 0 0 25 0 0 0 631 15 7381 12313 953 2654 0 0 0 26 0 0 0 631 57 6871 16333 953 2654 0 0 0 27 0 0 0 3395 0 10271 7890 953 2654 0 0 0 28 0 0 0 1 67 9629 9732 956 477 0 0 0 29 0 0 3094 2881 6503 9732 11506 895 0 0 0 30 0 0 2137 6408 9546 9732 6046 27 0 0 0 31 0 0 107 15623 6046 0 0 0 avg. 0 0 0 747 1414 7807 10155 9416 2530 0 0 0 max. 0 0 0 3395 6599 15407 16920 21032 11311 0 0 0 min. 0 0 0 0 0 3465 3110 953 27 0 0 0 2020 WASTE WATER FLOWS PER DAY Day January February March April May June July August September October November December 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 19 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0 0 0 0 24 0 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 0 0 0 0 0 Did Not Open Due to Covid avg. 0 0 0 0 0 0 0 0 0 0 0 0 max. 0 0 0 0 0 0 0 0 0 0 0 0 min. 0 0 0 0 0 0 0 0 0 0 0 0 2019 WASTE WATE RFLOWS PER DAY Day January February March April May June July August September October November December 1 0 0 0 0 0 6515 7639 26668 7258 0 0 0 2 0 0 0 0 0 6014 7639 6370 6799 0 0 0 3 0 0 0 0 0 0 7640 7487 0 0 0 0 4 0 0 0 0 0 9793 10754 10481 0 0 0 0 5 0 0 0 0 0 3810 10844 10190 0 0 0 0 6 0 0 0 0 0 6787 9627 10085 0 0 0 0 7 0 0 0 0 0 5787 10050 6765 0 0 0 0 8 0 0 0 0 3098 3281 10154 13409 0 0 0 0 9 0 0 0 0 0 6536 6390 7227 0 0 0 0 10 0 0 0 0 0 0 6389 18073 0 0 0 0 11 0 0 0 0 2895 9531 10800 10498 0 0 0 0 12 0 0 0 0 4647 3233 7062 6708 0 0 0 0 13 0 0 0 0 4647 3355 13145 7032 0 0 0 0 14 0 0 0 0 15580 6237 6878 12957 0 0 0 0 15 0 0 0 0 0 6455 7150 7129 0 0 0 0 16 0 0 0 0 0 0 7070 7478 0 0 0 0 17 0 0 0 0 0 0 7069 6789 0 0 0 0 18 0 0 0 0 0 21372 10335 9992 0 0 0 0 19 0 0 0 0 13064 8232 6755 6961 0 0 0 0 20 0 0 0 0 0 9816 9101 7423 0 0 0 0 21 0 0 0 0 0 10329 7264 7275 0 0 0 0 22 0 0 0 0 0 9098 6664 6967 0 0 0 0 23 0 0 0 0 5896 7409 6663 7660 0 0 0 0 24 0 0 0 0 4557 0 6663 14312 0 0 0 0 25 0 0 0 0 6218 0 6804 7118 0 0 0 0 26 0 0 0 0 9286 22533 10074 6483 0 0 0 0 27 0 0 0 0 10247 7295 12008 3215 0 0 0 0 28 0 0 0 0 0 10084 8039 7133 0 0 0 0 29 0 0 0 13567 6122 10558 3470 0 0 0 0 30 0 0 0 3257 9882 8890 7310 0 0 0 0 31 0 0 0 3313 8889 7533 0 0 0 0 avg. 0 0 0 0 3235 6650 8549 8974 454 0 0 0 max. 0 0 0 0 15580 22533 13145 26668 7268 0 0 0 min. 0 0 0 0 0 0 6389 3215 0 0 0 0 STATE OF NORTH CAROLINA COUNTY OF Currituck Permit No. OPERATIONAL AGREEMENT This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this day of , by and between the North Carolina Environmental Management Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and OBX Waterpark Adventure, L.L.C. , a corporation/general partnership registered/licensed to do business in the State of North Carolina, hereinafter known as the DEVELOPER. WITNESSETH: 1. The DEVELOPER is the owner of the certain lands lying in Currituck County, upon which it is erecting and will erect dwelling units and other improvements, said development to be known as OBX Waterpark Adventure 60,000 GPD WWTP (hereinafter the Development). 2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve the Development on said lands. 3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143- 215.1 to construct, maintain, and operate the Disposal System. 4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C of the North Carolina General Statutes. 5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration, the (Unit Owners' Association) (hereinafter Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State of North Carolina, for the purpose, among others, of handling the property, affairs and business of the Development; of operating, maintaining, re -constructing and repairing the common elements of the lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues and assessments to provide funds for such operation, maintenance, re -construction and repair. 6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed, maintained and operated in accordance with law and permit provisions in order to protect the quality of the waters of the State and the public interest therein. NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows: 1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate and maintain such systems and facilities in accordance with applicable permit provisions and law. 2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association until construction has been completed in accordance with the permit and approved plans, and the staff of the Division of Water Resources has inspected and approved of the facilities. In order to change the name of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The request must include a copy of the Association Bylaws and Declaration. 3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's successor. FORM: DEV 01-15 Page 1 of2 4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and appurtenances thereto are part of the common elements and shall thereafter be properly maintained and operated in conformity with law and the provisions of the permit for construction, operation, repair, and maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater treatment, collection and disposal system as a common element, which will receive the highest priority for expenditures by the Association except for Federal, State, and local taxes and insurance. 5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will be maintained out of the common expenses. In order to assure that there shall be funds readily available to repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part of the yearly budget. 6. In the event the common expense allocation and separate fund are not adequate for the construction, repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any time. 7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city, town, village, county, water and sewer authorities, or other unit of government shall hereinafter become available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the existing and future wastewater of the Development to be accepted and discharged into said governmental system, and shall convey or transfer as much of the Disposal System and such necessary easements as the governmental unit may require as condition of accepting the Development's wastewater. 8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for the Association to enter into voluntary dissolution without having made adequate provision for the continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without first having transferred its said system and facilities to some person, corporation or other entity acceptable to and approved by the COMMISSION by the issuance of a permit. 9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and operation of the Disposal System. 10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the Association. IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized representative of the parties hereto on the day and year written as indicated by each of the parties named below: FOR THE ENVIRONMENTAL MANAGEMENT COMMISSION S. Jay Zimmerman, Director Division of Water Resources (Date) ❑c— WATE ;P' - 1. >• 1.IT0'. L. .0 Name I_ _I L O - rii B (Signatur Jeffrey Print Nam e egistered Agent (Date) `a � I� FORM: DEV 01-15 Page 2 of 2 CONTRACT FOR SERVICE ATLANTIC COAST UNDERGROUND WASTEWATER AND SUBSURFACE SYSTEM SERVICE 5115 PINE HILL LANE KITTY HAWK NC 27949 Date: 4/1/19 IRVIN W. EDWARDS JR. NC WWTp LICENSE # 9337 / NC SUBSURFACE LICENSE # 11854 252-305-6956 / 252-475-0350 BA/JUNIOR YAHOO.COM Effective April 1, 2019 Atlantic Coast Underground (Irvin Edwards, Jr,) Will serve as Back -Up Operator in Responsible Charge of the H2OBX Waterpark Wastewater Treatment Facility, NC Wastewater Permit # WQ0069835. Located in Lower Currituck County NC. During the absence of the designated ORC and when notified, Atlantic Coast Underground will perform all duties of the ORC in order to maintain compliance with the permit requirements. The compensation for being designated as Back -Up Operator of the H2OBX Waterpark Wastewater Treatment Facility will be $1000.00 per month, beginning April 1, 2019. Any daily inspections required upon notification of the absence of the ORC will be an additional rate of $200.00 per day. This is a legal and binding contract between H2OBX Waterpark and Atlantic Coast Underground and ma be voided by either arty with a 30-day written notice. Signed: 69- w I W Edwards, . r. Atla f Signed: H2OBX Waterpar Underground 1/26/2022 I Jonathon Credle an employee of H2OBX Waterpark will remain ORC of the Waste Water Treatment Plant until the April 2022. At this time, we will need to revaluate a new service agreement. During the time as ORC 1 will: • check all chemical feed pumps and feed line to make sure they preforming their duties as designed • check UV lights to make sure they are preforming at design • collect samples and preform in house analysis as required and record data • maintain a log book including all aspects of the treatment process • maintain facility to the best of my ability to meet all state requirements • check all components of the treatment faculty for proper operation and adjust as needed. (This includes but not limited to tank levels, pumps, sludge levels, appearance, etc.) • complete monthly reports and send into state agency, • Collect effluent samples required by the operating permit. • Purge and inspect field on a regular basis. • Check and refill chemical feed drums as needed. Jonathon Credle NC WW Grade III # 1007637