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HomeMy WebLinkAboutWQ0045994_Application (FTSE)_20241114Attention Fast Track Permit Reviewer This permit is required so that Mountain View Greenhouse, LLC, an agribusiness in Mills River, NC can continue operations. The facility is currently served by an onsite septic system which is functioning correctly, but NCDOT is taking the land where the septic field is located for future widening of Haywood Road. If a system cannot be constructed by Jan.11, 2024, the business will be closed which will eliminate several jobs with a successful business. The purpose of this project is to provide an alternative to closing their business by pumping wastewater from the site to a proposed MSD gravity extension. The project data is as follows MSD ALLOCATION NUMBER 2024154 PROPERTY PIN 9641227287 MSD PROJECT NAME MOUNTAIN VIEW SYSTEM TO SERVE (1) BREAKROOM AND (1) SFH TOTAL AVERAGE DAILY PRODUCTION 1,275 GPD AN NCDOT ENCROACHMENT PERMIT HAS BEEN OBTAINED TO CROSS HAYWOOD ROAD See attached. 2 party with NCDOT for crossing Haywood Road INCLUDED IN THIS APPLICATION One original and one copy of application Cover Letter and Narrative Application Fee Fast Track Application LLC Documentation Signed Applicant Certification Flow Tracking form from MSD USGS Maps and Aerial Power Backup (entire facility including pumps) COUNTY HENDERSON CITY MILLS RIVER NCDOT suggested that the business switch to a drip system, but the land required for disposal would require the removal of all existing buildings. This seemed like a good solution to NCDOT, but was not feasible. We were contracted by the local Agribusiness representative and we worked out the following collection system solution with MSD, the adjacent property owner and NCDOT. After 3 months of working with NCDOT, we now have an encroachment permit to cross Haywood Road which is included in this submission. Because there are no connections available in Haywood Road (none planned for the future either), we have designed a privately maintained system to pump wastewater from the facility on Haywood Road to a new MSD extension being permitted in the same project/contract. The pump will serve two buildings and will require an NCDEQ permit based on buildings served and total daily wastewater production. The facility will produce approximately 1275 gallons per day which will be conveyed to MSD's collection system. Water Quality Regional Q orations Asheville Regio -;ai Gf"ice The following permits have either been obtained or requires this permit to continue the approval process. 1. NCDOT encroachment permit to cross Haywood Road. Attached. 2. MSD allocation/flow acceptance of 1275 gallons per day permitted under MSD Allocation 2024154 was obtained from MSD. 3. No erosion control or stormwater permitting required. 4. The sewer extension will be crossing an adjacent property before tying into MSD's system. Plats and private encroachment agreements are being prepared. These are a requirement from MSD. The system will consist of 1092 LF of 2" sanitary sewer forcemain. Where a horizontal bore is needed, the forcemain will be dr-9 HDPE forcemain. All other forcemain will be 2" PVC. Because of the difference in internal pipe diameter, an equivalent length for the HDPE pipe is used in the calculations. A duplex pump station will be installed and will collect the breakroom and onsite single family home buildings. This system will be connected to the backup generator for the entire facility with an automatic transfer switch. This generator is 3 phase and can run for 1 week without needing refueling. Let us know if there are any other questions. Travis Maxwell, PE Travis Maxwell PE, PLLC 25 Ronald Lively Road Hendersonville, NC 28792 Tmaxwell.pe@gmail.com 828-808-3396 (leave message) ax O C J C m � n �® V N m r A Z,�' 0 N I i p� V p® 6i) m P� 4 f" N r�l F-sl u „ >y Security Feaklres Lk i C � ukol k' a m 1 � g 1 V F-L eo N w N Delailsonbacic cr_rc•.�•--use:-*:�:�=t6 Stale of North Carolina DWR Department of Environmental Quality Division of Water Resources FAST TRACK SEWER SYSTEM EXTENSION APPLICATION MvWon of Water Pkesources FTA I0-23 & 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 naive: MOUNTAIN VIEW GREENHOUSE LLC (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: JAMES FRANKLIN CANTRELL per 15A NCAC 02T .0106(b) Title: PRESIDENT 4. Applicant's mailing address: 1578 JEFFRESS ROAD City: MILLS RIVER State: NC Zip: 28759-4102 5. Applicant's contact information: Phone number: (_) _- Email Address: H. PROJECT INFORMATION: 1. Project name: 2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ❑ ARPA fimded 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 checMst. If new construction, but part of a master plan, provide the existing permit number: WQ00 3. County where project is located: HENDERSON 4. Approximate Coordinates (Decimal Degrees): Latitude: 35.3791 ° Longitude:-82.5473' 5. Parcel ID (if applicable): 9641227287 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: TRAVIS MAXWELL PE License Number: 025514 Firm: TRAVIS MAXWELL PE, PLLC Mailing address: 25 RONALD LIVELY ROAD City: HENDERSONVILLE State: NC Zip: 28792-8540 Phone number: 828 808-3396 Email Address: tmaxwell.peOgmail.corn IV, WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION- 1. Facility Naine: FRENCH BROAD RIVER WWTP Permit Number: NCO024911 Owner Name: METROPOLITAN SEWERAGE DISTRICT V. RECEIVING DOWNSTREAM SEWER INFORMATION: 1. Permit Number(s): WQ 2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main 3. System Wide Collection System Pen -nit Number(s) (if applicable): WQCS Owner Name(s): METROPOLITAN SEWERAGE DISTRICT FORM: FTA 10-23 Page 1 of 5 Division of Water Resources Application Number: State of North Carolina Department of Environmental Quality Division of Water Resources FAST TRACK SEWER SYSTEM EXTENSION APPLICATION FTA 10-23 & SUPPORTING DOCUMENTATION (to be completed by DWR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: MOUNTAIN VIEW GREENHOUSE LLC (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: JAMES FRANKLIN CANTRELL per 15A NCAC 02T .0106(b) Title: PRESIDENT 4. Applicant's mailing address: 1578 JEFFRESS ROAD City: MILLS RIVER State: NC Zip: 28759-4102 \ ;,Sg' � 14 5. Applicant's contact information: Phone number: (_) - Email Address: II. PROJECT INFORMATION: 1. Project name: Water QLlL t-y Perations Asheville Re�gicrui Office 2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ❑ ARPA funded 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 pen -nit number: WQ00 3. County where project is located: HENDERSON 4. Approximate Coordinates (Decimal Degrees): Latitude: 35.37910 Longitude:-82.5473' 5. Parcel ID (if applicable): 9641227287 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: TRAVIS MAXWELL PE License Number: 025514 Firm: TRAVIS MAXWELL PE, PLLC Mailing address: 25 RONALD LIVELY ROAD City: HENDERSONVILLE State: NC Zip: 28792-8540 Phone number: (�28) 808-3396 Email Address: tmaxwell.pe(�gmail.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: FRENCH BROAD RIVER WWTP Permit Number: NCO024911 Owner Name: METROPOLITAN SEWERAGE DISTRICT V. RECEIVING DOWNSTREAM SEWER INFORMATION: 1. Permit Number(s): WQ 2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main 3. System Wide Collection System Permit Number(s) (if applicable): WQCS Owner Name(s): METROPOLITAN SEWERAGE DISTRICT FORM: FTA 10-23 Page 1 of 5 VI. GENERAL REQUIREMENTS 1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? [:]Yes [:]No ® N/A 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached? ❑ Yes ❑ No ® N/A 3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and supplementary documentation as required by 15A NCAC 02T.0115(c) been attached? ❑ Yes ❑ No ® N/A 4. Origin of wastewater: (check all that apply): ❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash ❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels ❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse ❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash ® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment) 5. Nature of wastewater: 100 % Domestic 0 % Commercial 0 % Industrial (See 15A NCAC 02T .0103(20)) If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ®Yes ❑ No ➢ If yes, provide a copy of flow reduction approval letter with this application 7. Summarize wastewater generated by project: Establishment Type (see 02T.0114(f)) Daily Design Flow',' No. of Units Flow general business and office facilities 25 gal/employee 36 900 GPD Single Family Home 75 gal/bedroom 5 375 GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 1275 GPD a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown non-residential development uses; public access facilities located near high public use areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4). b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. S. Wastewater generated by project: 1275 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1) ➢ Do not include future flows or previously permitted allocations If permitted flow is zero, please indicate why: ❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line. Please provide supplementary infonnation indicating the approximate timeframe for permitting upstream sewers with flow. ❑ Flow has already been allocated in Permit Number: Issuance Date: ❑ Rehabilitation or replacement of existing sewers with no new flow expected ❑ Other (Explain): FORM: FTA 10-23 Page 2 of 5 VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers): l . Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material ➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria ➢ Section III contains information related to minimum slopes for gravity sewer(s) ➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains): PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: MOUNTAIN VIEW GREENHOUSE 2. Approximate Coordinates (Decimal Degrees): Latitude: 35.27897' Longitude:-82.54746' 3. Total number of pumps at the pump station: 2 3. Design flow of the pump station: 0.001275 millions gallons per day (firm capacity) ➢ This should reflect the total GPM for the pump station with the largest pump out of service. 4. Operational point(s) per pu np(s): gallons per minute (GPM) at feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 2 1525 If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per MDCPSFM Section 2.01C.1 b. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify) 6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1): ❑ Standby power source or ❑ Standby pump ➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B); ➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day ➢ Must be permanent to facility and may not be portable Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C): ❑ Portable power source with manual activation, quick -connection receptacle and telemetry - or ® Portable pumping unit with plugged emergency pump connection and telemetry: ➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station. ➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided as part of this permit application in the case of a multiple station power outage. FORM: FTA 10-23 Page 3 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(f) & (g)? ® Yes ❑ No 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems: Setback Parameter* Separation Required Storm sewers and other utilities not listed below (vertical) 18 inches ZWater mains (vertical - water over sewer preferred, including in benched trenches) 18 inches ZWater 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(g) contains alternatives where separations in 02T.0305(fl 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-confonnance. ➢ 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 2B.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 X. CERTIFICATIONS: 1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable? ® Yes ❑ No If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer review times. For projects requiring two or more variances or where the variance is determined by the Division to be a significant portion of the project, the full technical review is required. 2. Professional Engineer's Certification: I, TRAVIS MAXWELL, PE , attest that this application for MOUNTAIN VIEW (Professional Engineer's name from Application Item III.1.) (Project Name from Application Item II.1) has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Minimum Design Criteria for Gravity Sewers latest version), and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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 include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701) .................................................., North Carolina Professional Engineer's seal, signature, and date: N CA RO = 02551 = - �J 0/24/2024 �} MP� 3. Applicant's Certification per 15A NCAC 02T .0106(b): I,JAMES FRANKLIN CANTRELL attest that this application for M O U N TA I N V I E W (Signature Authority Name from Application Item I.3.) (Project Name from Application Item 11.1) attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting documentation and attachments are not included, this application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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 include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. Signature: Date: (O( Z g 170 zN FORM: FTA 10-23 Page 5 of 5 31-2*1 i -. WV 14 2024 Ater Quality Regional Ope; State of North Carolina Department of Environmental Quality Division of Water Resources Division of Water Resources Asheville Regional OffIc Flow Tracking for Sewer Extension Applications �� (FTSE-10-23) Entity Requesting Allocation: TRAVIS MAXWELL Project Name for which now is being requested: 2024154 - MOUNTAIN VIEW More than one FTSE may be required for a single project if the owner of the WtVTPis toot responsible for al! pump stations along the route of the proposer/ wastewaterJlom 1. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: Water Reclamation Facility b. WWTP Facility Permit #: NCO024911 c. WWTP facility's permitted flow d. Estimated obligated flow not yet tributary to the WWTP e. WWTP facility's actual avg. flow f Total flow for this specific request g. Total actual and obligated flows to the facility 40 8.9786 20.9913 0.0013 29.9698 A11 flaws are in MGD h. Percent of permitted flow used 75% Il. Complete this section for each pump station you are responsible for along the route of this proposed water flow. List pump stations located between the project connection point and the WWTP: (A) (B) (C) Design Approx. Obligated, Not Pump Station Pump Firm Average Daily Current Avg. Yet Tributary (Name or Station Capacity,* Flow** (Firm / Daily Flow, Daily Flow, Number) Permit No. MOD pf) MOD MOD MOD ITT Carrier Bridge 0.939 0.376 0.161 0.2925 (D)=(B+C) Total Current Flow Plus Obligated Flow 0.453 22.600 9.040 7.358 3.8005 11.158 * The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service. ** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not less than 2.5, 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 Facility Name (Sewer): MSD of Buncombe County Collection System Downstream Permit Number: WQCS00004 Page I of 8 FTSE 10-23 (E)=(A-D) Available Capacity -0.077 -2.118 Ill. Certification Statement: I W. Hunter Carson, P.E. certify to the best of my knowledge that the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances, given the implementation of the planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Sections 1 and 11 plus all attached planning assessment addendums for which 1 am the responsible party. Signature of this form certifies that the receiving collection system or treatment works has adequate capacity to transport and tre4t the pr9psed new wastewater. U)' Official Signature MSD Director of Engineering Title of Signing Official Page 2 of 8 FTSE 10-23 7/15/2024 Date Operatiom� PLANNING ASSESSMENT ADDENDUM (PAA) Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is < 0. Pump Station (Name or Number): Given that: a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for 34.06 % and 3.8005 MGD of the Available Capacity (E) in Pump Station Carrier Bridge ; and that b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.439 MGD per year; and that c. A funded Capital Project that will provide the required planned capacity, namely Carrier Bridge PS Replacement is in design or under construction with planned completion in 2028 ; and/or d. The following applies: The French Broad Interceptor - Carrier Bridee PER (completed by CDM Smith in 2019 recommended replacing the existing pump station with a new 34 MGD pump station (expandable to 50 MGD) to accommodate future wastewater flows through 2070. The project will add approximately 12 MGD of additional firm capacity by 2028. This project is incorporated into MSD's 10-yr Capital Improvement Plan which provides funding for land purchase (complete), engineering design (FY 19/20 through FY 25/26), and construction (FY 25/26 through FY 28/29). Therefore: Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure. I understand that this does not relieve the collection system owner from complying with G.S. 143- 215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal system. Signing Official Signature 7/15/2024 Date Page 3 of 8 FTSE 10-23 PLANNING ASSESSMENT ADDENDUM (PAA) Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <0. Pump Station (Name or Number): ITT Pump Station Given that: a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for 64.57 % and 0.2925 MGD of the Available Capacity (E) in Pump Station ITT ; and that b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.021 MGD per year; and that c. A funded Capital Project that will provide the required planned capacity, namely ITT Pump Station Upgrade is in design or under construction with planned completion in 2026 ; and/or d. The following applies: In Julv 2020, the former Cane Creek Water & Sewer District consolidated with MSD. With it came the ownership and maintenance responsibilities of the ITT Pump Station. MSD is aware of additional capacity needs at the station as well as operational inefficiencies that will be addressed. The project is included in MSD's 10-yr Capital Improvement Plan with construction occuring in FY 25-26. Therefore: Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure. I understand that this does not relieve the collection system owner from complying with G.S. 143- 215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal system. �7 7/15/2024 Signing Official Signature Date Page 3 of 6 FTSE 10-18 sav Metropolitan Sewerage District " �Y of Buncombe County, North Carolina " it 4 2, Allocation Approval Operations This approval is not to be used to obtain a building permit -She's'I!c Re� 011.a Office and is for gravity sewer extension only. Applicant: TRAVIS MAXWELL Reviewed Et Approved by: SAMUELGETTLEMAN on 6/17/2024 Company: TRAVIS MAXWELL, PLLC Mailing Address: 25 RONALD LIVELY ROAD, HENDERSONVILLE, NC 28792 Phone: 828-808-3396 (C) Project #: 2024154 Project Name: MOUNTAIN VIEW Project Location: HAYWOOD ROAD (4055) PIN: 9641227287 MSD of Buncombe County has approved your request for 1,275 GIRD The connection point (manhole #) will be FUTURE EXTENSION TO 73-481163 The project will consist of (1) COMMERCIAL Et (1) SINGLE FAMILY Your final approval is contingent upon compliance of the items below: - An Onsite Private Collection System and Pump Station will require an NCDEQ permit and certification from a licensed engineer. Please refer to the North Carolina Environmental Quality guidelines and application for permitting. - A 2-Party NCDOT Encroachment Agreement will be required for sections of the force main located in the Haywood Road (NC 191) NCDOT Right -of -Way. - An offsite Easement Agreement will be required for the force main located on the adjacent OG Greenhouse, LLC (Ohalo) property. Please allow MSD Staff to review the Easement Agreement prior to execution/recordation. Please complete and submit a Sewer Service Application and MSD staff will contact you with the applicable fees. Comments: Sewer Service Applications will not be processed nor will Building Permits be released until Private Sewer Extension Permit, Encroachment Agreement, and Offsite Easement have been issued/executed/recorded. Building Permit will be on hold until Sewer Service Application has been processed and applicable fees paid. * C.O.s will not be released until NCDEQ-required Engineer's Certification and Private As -Built Drawings have been submitted. The North Carolina Department of Environmental Quality (NCDEQ) requires MSD to issue this approval based on line condition/capacity of the receiving sewer and remaining plant capacity. Thieslocation approval will expire on 06/17/2025 if no construction has started. If you have any questions, please contact MSD. MSD Planning and Development 0 LIMITED LIABILITY COMPANY ANNUAL REPORT t/6/2022 NAME OF LIMITED LIABILITY COMPANY: Mountain View Greenhouse LLC SECRETARY OF STATE ID NUMBER: 2472955 STATE OF FORMATION: NC REPORT FOR THE CALENDAR YEAR: 2094 SECTION A: REGISTERED AGENT'S INFORMATION 1. NAME OF REGISTERED AGENT: Cantrell, ,James Franklin 2. SIGNATURE OF THE NEW REGISTERED AGENT: E - Filed Annual Report 2472955 CA202411400212 4/23/2024 08:31 nges SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT 3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS 4055 Haywood Road 4055 Haywood Road Mills River, NC 28759-4102 Henderson County Mills River, NC 28759-4102 SECTION B: PRINCIPAL OFFICE INFORMATION 1. DESCRIPTION OF NATURE OF BUSINESS: (-raanhni icA 2. PRINCIPAL OFFICE PHONE NUMBER: (828) 329-4137 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction 4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS 4055 Haywood Road 4055 Haywood Road Mills River, NC 28759 Mills River, NC 28759 6. Select one of the following if applicable. (Optional see instructions) ❑ The company is a veteran -owned small business ❑ The company is a service -disabled veteran -owned small business SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.) NAME: James Franklin Cantrell TITLE: Prpciripnt ADDRESS: 1578 Jeffress Road NAME: Maggie Mckinney Cantrell NAME: TITLE: Secretary TITLE: ADDRESS: 1578 Jeffress Road ADDRESS: Mills River, NC 28759-4102 Mills River, NC 28759-4102 SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity. James Franklin Cantrell 4/23/2024 SIGNATURE DATE Form must be signed by a Company Official listed under Section C of This form. James Franklin Cantrell President Print or Type Name of Company Official Print or Type Title of Company Official This Annual Report has been filed electronically. MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525. Raleigh, NC 27626-0525 STATE OF NORTH CAROLINA ROUTE HWY 191 PROJECT MOUNTAIN VIEW COUNTY OF HENDERSON DEPARTMENT OF TRANSPORTATION -AND- MOUNTAIN VIEW GREENHOUSE, LLC 4055 HAYWOOD ROAD MILLS RIVER, NC 28759 RIGHT OF WAY ENCROACHMENT AGREEMENT PRIMARY AND SECONDARY HIGHWAYS THIS AGREEMENT, made and entered into this the 25 day of OCTOBER of Transportation, party of the first part; and MOUNTAIN VIEW GREENHOUSE, LLC W I T N E S S E T H 20 24 by and between the Department party of the second part, THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as Route(s) HWY 191 located 4055 HAYWOOD ROAD, MILLS RIVER NC, 28759 With the construction and/or erection of: HORIZONTAL BORE, 2" DR-9 SANITARY SEWER FORCEMAIN PERMITTED WITH NCDEQ. DRILL RIG WILL BE OUTSIDE OF RIGHT OF WAY/PERMANENT EASEMENTS AND HAS BEEN DESIGN TO AVOID EXISTING AND FUTURE UTILITIES WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of the first part in the exercise of authority conferred upon it by statute, is willing to permit the encroachment within the limits of the right of way as indicated, subject to the conditions of this agreement; NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right and privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are made a part hereof upon the following conditions, to wit: That the installation, operation, and maintenance of the above described facility will be accomplished in accordance with the party of the first part's latest UTILITIES ACCOMMODATIONS MANUAL, and such revisions and amendments thereto as may be in effect at the date of this agreement. Information as to these policies and procedures may be obtained from the Division Engineer or State Utilities Manager of the party of the first part. That the said party of the second part binds and obligates himself to install and maintain the encroaching facility in such safe and proper condition that it will not interfere with or endanger travel upon said highway, nor obstruct nor interfere with the proper maintenance thereof, to reimburse the party of the first part for the cost incurred for any repairs or maintenance to its roadways and structures necessary due to the installation and existence of the facilities of the party of the second part, and if at any time the party of the first part shall require the removal of or changes in the location of the said facilities, that the said party of the second part binds himself, his successors and assigns, to promptly remove or alter the said facilities, in order to conform to the said requirement, without any cost to the party of the first part. That the party of the second part agrees to provide during construction and any subsequent maintenance proper signs, signal I ights, flagmen and other warning devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic Control Devices for Streets and Highways and Amendments or Supplements thereto. Information as to the above rules and regulations may be obtained from the Division Engineer of the party of the first part. That the party of the second part hereby agrees to indemnify and save harmless the party of the first part from all damages and claims for damage that may arise by reason of the installation and maintenance of this encroachment. That the party of the second part agrees to restore all areas disturbed during installation and maintenance to the satisfaction of the Division Engineer of the party of the first part. The party of the second part agrees to exercise every reasonable precaution during construction and maintenance to prevent eroding of soil; silting or pollution of rivers, streams, lakes, reservoirs, other water impoundments, ground surfaces or other property; or pollution of the air. There shall be compliance with applicable rules and regulations of the North Carolina Division of Environmental Management, North Carolina Sedimentation Control Commission, and with ordinances and regulations of various counties, municipalities and other official agencies relating to pollution prevention and control. When any installation or maintenance operation disturbs the ground surface and existing ground cover, the party of the second part agrees to remove and replace the sod or otherwise reestablish the grass cover to meet the satisfaction of the Division Engineer of the party of the first part. That the party of the second part agrees to assume the actual cost of any inspection of the work considered to be necessary by the Division Engineer of the party of the first part. That the party of the second part agrees to have available at the construction site, at all times during construction, a copy of this agreement showing evidence of approval by the party of the first part. The party of the first part reserves the right to stop all work unless evidence of approval can be shown. Provided the work contained in this agreement is being performed on a completed highway open to traffic; the party of the second part agrees to give written notice to the Division Engineer of the party of the first part when all work contained herein has been completed. Unless specifically requested by the party of the first part, written notice of completion of work on highway projects under construction will not be required. That in the case of noncompliance with the terms of this agreement by the party of the second part, the party of the first part reserves the right to stop all work until the facility has been brought into compliance or removed from the right of way at no cost to the party of the first part. That it is agreed by both parties that this agreement shall become void if actual construction of the work contemplated herein is not begun within one (1) year from the date of authorization by the party of the first part unless written waiver is secured by the party of the second part from the party of the first part. During the performance of this contract, the second party, for itself, its assignees and successors in interest (hereinafter referred to as the "contractor"), agrees as follows: a. Compliance with Regulations: The contractor shall comply with the Regulations relative to nondiscrimination in Federally - assisted programs of the U. S. Department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. b. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials ^• �:z•.. CD A -. C:. FORM R/W 16.1 (Rev. February 2021) and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. c. Solicitations for Subcontracts. including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. d. Information and Reports: The contractor shall provide all information and reports required by the Regulations, or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Department of Transportation or the Federal Highway Administration to be pertinent to ascertain compliance with such Regulations or directives. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to the Department of Transportation, or the Federal Highway Administration as appropriate, and shall set forth what efforts it has made to obtain the information. e. Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract, the Department of Transportation shall impose such contract sanctions as it or the Federal Highway Administration may determine to be appropriate, including, but not limited to, (1) withholding of payments to the contractor under the contract until the contractor complies, and/or (2) cancellation, termination or suspension of the contract, in whole or in part. f. Incorporation of Provisions: The contractor shall include the provisions of paragraphs "a" through 1' in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Department of Transportation or the Federal Highway Administration may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Department of Transportation to enter into such litigation to protect the interests of the State, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. R/W (161) : Party of the Second Part certifies that this agreement is true and accurate copy of the form R/W (161) incorporating all revisions to date. IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and year first above written. DEPARTMENT OF TRANSPORTATION BY: DIVISION ENGINEER /, .A-4 e 5 Z� Second Party INSTRUCTIONS When the applicant is a corporation or a municipality, this agreement must have the corporate seal and be attested by the corporation secretary or by the empowered city official, unless a waiver of corporate seal and attestation by the secretary or by the empowered City official is on file in the Raleigh office of the State Utilities Manager. In the space provided in this agreement for execution, the name of the corporation or municipality shall be typed above the name, and title of all persons signing the agreement should be typed directly below their signature. When the applicant is not a corporation, then his signature must be witnessed by one person. The address should be included in this agreement and the names of all persons signing the agreement should be typed directly below their signature. This agreement must be accompanied, in the form of an attachment, by plans or drawings showing the following applicable information: 1. All roadways and ramps. 2. Right of way lines and where applicable, the control of access lines. 3. Location of the existing and/or proposed encroachment. 4. Length, size and type of encroachment. 5. Method of installation. 6. Dimensions showing the distance from the encroachment to edge of pavement, shoulders, etc. 7. Location by highway survey station number. If station number cannot be obtained, location should be shown by distance from some identifiable point, such as a bridge, road, intersection, etc. (To assist in preparation of the encroachment plan, the Department's roadway plans may be seen at the various Highway Division Offices, or at the Raleigh office.) 8. Drainage structures or bridges if affected by encroachment (show vertical and horizontal dimensions from encroachment to nearest part of structure). 9. Method of attachment to drainage structures or bridges. 10. Manhole design. 11. On underground utilities, the depth of bury under all traveled lanes, shoulders, ditches, sidewalks, etc. 12. Length, size and type of encasement where required. 13. On underground crossings, notation as to method of crossing - boring and jacking, open cut, etc. 14. Location of vents. GENERAL REQUIREMENTS 1. Any attachment to a bridge or other drainage structure must be approved by the State Utilities Manager in Raleigh prior to submission of encroachment agreement to the Division Engineer. 2. All crossings should be as near as possible normal to the centerline of the highway. 3. Minimum vertical clearances of overhead wires and cables above all roadways must conform to clearances set out in the National Electric Safety Code. 4. Encasements shall extend from ditch line to ditch line in cut sections and 5' beyond toe of slopes in fill sections. 5. All vents should be extended to the right of way line or as otherwise required by the Department. 6. All pipe encasements as to material and strength shall meet the standards and specifications of the Department. 7. Any special provisions or specifications as to the performance of the work or the method of construction that may be required by the Department must be shown on a separate sheet attached to encroachment agreement provided that such information cannot be shown on plans or drawings. 8. The Department's Division Engineer should be given notice by the applicant prior to actual starting of installation included in this agreement.