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HomeMy WebLinkAboutWQ0043345_More Information (Requested)_20220407Strickland, Bev From: Christian Vestal <christian@summeyengineering.com> Sent: Monday, April 25, 2022 4:24 PM To: Lowe, Alexander Cc: Zach Gardner Subject: [External] RE: Revisions Requested - The Villas on Church Attachments: Signed FTSE.pdf; Signed Sheet FTA- 06-21.pdf; Signed Developers Operational Agreement.pdf Follow Up Flag: Follow up Flag Status: Flagged CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Alex, See attached signed sheets. I will have these mailed to you today with the other sheets that have been updated. Thanks Christian Vestal Design Technician Summey Engineering Associates, PLLC P.O. Box 968 I Asheboro, NC 27204 Office: 336.328.0902 I Fax: 336.328.0922 Email: christian@summeyengineering.com From: Mack Summey <mack@summeyengineering.com> Sent: Thursday, April 07, 2022 4:24 PM To: Zach Gardner <zach@summeyengineering.com>; Christian Vestal <christian@summeyengineering.com> Subject: Fwd: Revisions Requested - The Villas on Church Get Outlook for iOS From: Lowe, Alexander <alex.lowe@ncdenr.gov> Sent: Thursday, April 7, 2022 4:13:15 PM To: Mack Summey <mack@summeyengineering.com> Subject: Revisions Requested - The Villas on Church Good afternoon Mr. Summey: I have reviewed the application submitted on behalf of Boulding Corp for the Villas on Church Fast Track sewer project, and I have located a few revisions that will need to be made before the permitting can move forward. Please see the listed items below: 1 1. Form FTA 06-21, item VI.8: Please list the total flow (as noted in table just above it) in this spot as well 2. Form FTA 06-21, item X.3: Unfortunately, digital signatures can't be accepted unless they are applied through a secure digital signature application, such as Adobe or DocuSign. Mr. Truskolaski will have to resign with either a secure digital signature or an original wet -ink signature. 3. Form FTSE 10-18: "Entity requesting allocation" should be "Boulding Corp", as it is the applicant designated on the FTA. 4. Form FTSE 10-18: "Project Name for which flow is being requested" should be "The Villas on Church" to match the project name provided on the FTA. 5. Form FTSE 10-18: As with the signatures on the FTA, we will need a valid signature from Ms. Messer (either secure digital or wet -ink). 6. Form DEV: The version submitted is outdated. Please re -submit with the most recent copy of this form, and ensure that Mr. Truskolaski applies a valid signature here as well. Thank you for your assistance with this. If you have any questions I'd be happy to help clarify my requests in any way possible. Best Regards, Alex Lowe (he/him) Environmental Specialist II Division of Water Resources Department of Environmental Quality Winston-Salem Regional Office 450 W. Hanes Mill Road, Suite 300 Winston-Salem, NC 27105 Cell: (336) 403-4684 Office: (336) 776-9689 2 D R Division of Water Resourcew State of North Carolina Department of Environmental Quality Division of Water Resources Flow Tracking for Sewer Extension Applications (FTSE 10-18) Entity Requesting Allocation: The Villas on Church Project Name for which flow is being requested: 5210 N Church St More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater flow. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: T.Z. Osborne Water Reclamation Facility b. WWTP Facility Permit #: NC0047384 All flows are in MGD c. WWTP facility's permitted flow 56.0 d. Estimated obligated flow not yet tributary to the WWTP 0.3100 e. WWTP facility's actual avg. flow 33.93 f. Total flow for this specific request 0.01632 g. Total actual and obligated flows to the facility 35.6786 h. Percent of permitted flow used 63.71 II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP: (A) (B) (C) (D)=(B+C) (E)=(A-D) Design Average Approx. Obligated, Pump Pump Daily Current Not Yet Total Current Station Station Firm Flow** Avg. Daily Tributary Flow Plus (Name or Permit Capacity, * (Firm / pf), Flow, Daily Flow, Obligated Available Number) No. MGD MGD MGD MGD Flow Capacity*** McNairy WQ0030051 0.285 0.107 0.016 0.016 0.033 0.075 Peach WQ0020104 2.839 1.01 0.416 0.024 0.440 0.567 * 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): City of Greensboro T.Z. Osborne Downstream Permit Number: NC0047384 Page 1 of 6 FTSE 10-18 III. Certification Statement: I Wendy Messer certify to the best of my knowledge that the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances, given the implementation of the planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Sections I and II plus all attached planning assessment addendums for which I am the responsible party. Signature of this form certifies that the receiving collection system or treatment works has adequate capacity to transport and treat the proposed new wastewater. 1,CleAf_z4 4.7(zide_c_ Signing Official Sf nature Ai& Title of S nip Official try wordy Messer Oiyi &CLc10! Wendy Messer % n •.�� it'-'2 tvs.1s 11f76: S24600 / / 0-- Date Page 2 of 6 FTSE 10-18 STATE OF NORTH CAROLINA COUNTY OF Permit No. DEVELOPER'S 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 Boulding Corp. , a corporation/general partnership registered/licensed to do business in the State of North Carolina, hereinafter known as theDEVELOPER. WITNES SETH: 1. The DEVELOPER is the owner of the certain lands lying in Guilford County, upon which it is erecting and will erect dwelling units and other improvements, said development to be known as The Villas on Church (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 or 47F 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 Villas on Church HOA, LLC (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 andrepair. 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 andlaw. 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 andDeclaration. 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 03-19 Page 1 of 2 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 mayrequire 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 apermit. 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 Boulding Corp. MANAGEMENT COMMISSION Name of DEVELOPER S. Daniel Smith (Signat Director, Division of Water Resources (Date) Print Name and Title 11// (Date) FORM: DEV 03-19 Page 2 of 2 X. CERTIFICATIONS: 1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting or 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, H • Ma.cj� iV M1A �1 J g.,, PE ,attest that this application for lie v i Ll a- a r\ (Professional Engineer's name from Application Item III.1.) (Project Name from Application Item 11.1) 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 Perntittin 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 143-215.6B, 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 $25,000 per violation. Misrepresentation of the application information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NC ,Sb0,7» 1) **, �Q•DF'S$I0'-y North Carolina Professional Engineer's seal, signature, and date: 3. Applicant's Certification per 15A NCAC 02T .0106(b): 26447 i 'N.rk SUM�•�''` ...._.._........rs*,,,,0►4...,,1,,,.�..„...., I, Frank Truskolaski , attest that this application for The Villas on Church (Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II.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. FORM: FTA 06-21 Page 5 of 5