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Home My WebLink AboutWQ0040855_Application (FTSE)_20190515■�1 TWR�IM March 15, 2019 Division of Water Resources Asheville Regional Office Water Quality Section 2090 US Highway 70 Swannanoa, North Carolina 28778 Attention: Tim Heim, P.E. Re: Fast Track Application Crosswinds of Clyde - Phase II Dear Mr. Heim: Wade Trim, Inc. 53 N. Market St. Suite 200 • Asheville, NC 28801 828.255.1197 • www.wadetrim.com Enclosed please find our application and fee for a gravity sewer extension at the parcel with PIN 8637-13- 3603 in the Town of Clyde (Haywood County). Mountain Cove Properties is proposing a new Housing Development with a less the one Acre footprint. An 8" sanitary sewer main extension will tie into the existing public 8" sewer main and cross the small stream running perpendicular to Crosswinds Drive. The 8" main will serve 3 dwelling units that will be single family buildings. Sewer will be turned over to Junaluska Sanitary District at the completion of construction, they will assume operation and maintenance of the system. If you have any questions during your review, please do not hesitate to contact us at 828.255.1197. Sincerely, Wade Trim, Inc. Charles J. Christy, PE Senior Project Manager MAY - 7 2019� State of North Carolina DWR Department of Environmental Quality Division of Water Resources 15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources 15A FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's Minimum Design Criteria and that plans, specifications and supporting documents have been prepared to accordance with, J9A NCAC 02T, 15A NCAC 02T .0300, Division polities and good enaiaeerim, practices. While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These documents shall be available upon request by the Division. Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303. Projects not eligible for review via the fast track process (must be submitted for full technical review): ➢ Projects that require an environmental assessment in accordance with 15A NCAC 1 C .0100; ➢ Projects that do not meet any part of the minimum design criteria (MDC) document; ➢ Projects that involve a variance from the requirements of I5ANCAC 2T; ➢ Pressme sewer systems utilizing septic tmrk-effluent pumps (STEPS) or simplex grinder pumps; ➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g, force mains); ➢ Vacuum sewer systems. General— Wben submitting an application, please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of requested additional information. Fancies to submit oil required items will necessitate additional processing and review thee, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of the application and supporting documentation. A. One Original and One Copy of Application and Supporting Documents ® Required unless otherwise noted B. Cover Letter (Required for AR Application Packages): 0 List all items included in the application package, as well as a brief description of the requested permitting action. D Be specific as to the system type, number of homes served, flow allocation required, etc. ➢ If necessary for clarity, include attachments to the application form. C. Application Fee (Ali New and Major Modification Application Packages): 0 Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal. ➢ Payable to North Carolina Department of Environmental Quality (NCDEQ) D. Fast Track (Form: FTA 04-16) Applicatlan (Required for AR Application Packages): N Submit the completed and appropriately executed application. ➢ If necessary for clarity or due to space restrictions, attachments m the application may be made. ❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with the North Carolina Seers diy of State. ❑ If the Applicant Type in Item L2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in the county of business. ® The Project Name in Item E.I shall be consistent with the project name on the flow acceptance letters, agreements, era. ® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina licensed Professional Engineer. ® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC _02T .0106(J. Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided &'om a person who meets the criteria in 15A NCAC 02T .0106(b). PTA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 3 E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable): ® Submit the completed and executed IFTSE form from the owners of the downstream sewersand treatment facility. ➢ Multiple forms maybe required where the downstream sewer owner and wastewater immumt facility are different. ➢ The flow acceptance indicated in form FTSE most not expire prior to permit issuance and moat be dated less than one year prior to the application date. ➢ Submittal of this application and Sam! FTSE indicates that owner has adequate capacity and will not violate O—S, 143- 67 a. D Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE. F. Site Maps (Ali Application Packages): ® Submit an 8.5-inch x I1-inch color copy of a USGS Topographic Map of sufficient scale to identify the Write project area and closest surface waters. ➢ Location of theprojert (gravitysewer, pump stations & force main) ➢ Downstream connection points and permit number(if known) for the receiving sewer ® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field. G. Existing Permit (AR Modification Packages): ❑ Submit the most recently issued existing permit. ❑ Provide a list of any items within the permit the Applicant would hike the Division to address during the permit modification (i.e., permit description, flow allocation, treatment facility, ere.). H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station): ❑ Per M NCAC 02T.0305(h)U, submit documentation ofpower reliability fan pumping stations. ➢ This alternative is only available for average daily flows less than 15,000 gallons per day ➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicaut and is compatible with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0f06(b)) or proposed contractor, stating 0mt"thepomblepower generation unit orpormble, independently-powemdpumpingunits, associated appurtenances and persomel are available for distribution and operation of this pump 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 some or pomp, Including ravel thaefranses, shell be provided In the case of a multiple station power outage. (Required at time of certification) L Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities): ❑ Per 15A NCAC 02T .0115iWW provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the sma to be served by the sewer extension, or ❑ Provide a letter from the North Carolina Utihres Commission'a_Water and Sewer Division Public Staff salting an application fan a franchise has been received and that the service area is contiguous to an existing franchised was or that franchise approval is expected. J. Operational Agreements (Applications from HOAIPOA and Developers for Iota to be sold): ❑ RM&Yro art Owners' Associatins ❑ Per 15A NCAC WT .01151c), submit the properly executed Uljermoml Agreement (FORM: HOA . ❑ Per 15ANCAC 02T .0115(c), submit a copy of the Articles of incorporation, Declarations and By-laws. ❑ Developers of lots to be sold ❑ Per 15A NCAC 02T .0115(b), submit the properly executed 01wationel A�reementlPORM: DEV). For more information, visit the Division's collection systems website INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3 State of North Carolina DWR Department of Environmental Quality Division of Water Resources 1SA NCAC 02T.0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION Application Number. (tobecamp1vsx1by Dwa) All items must be eountleted or the application will be retuned 1. APPLICANT INFORMATION: 1. Applicant's name: Junaluska Sunin ry District (company, municipality, HOA, utility, etc.) 2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility ❑ Federal [ State/County 41 %h4uuicipal ❑ Other 3. Signature authority's name: Josh Nickol per 15A NNAC 02T 0106(l Title: General Mantua 4. Applicant's mailing address: P.O. Box 35 City: Lake Junaluske. State: I Zip: 28745-_ 5. Applicant's contact information: Phone number: (828) 4L2-11Z8 Email Address: indelmI Ww asr ore IL PROJECT INFORMATION: 1. Project name: Crosswinds of Clyde Plucc 2. Application/Project stems: ® Proposed (New Permit) ❑ Existing Permit/Project If a modification, provide the existing permit number: W000_ and issued date: _ If new construction but part of a master plan, provide the existing permit number: W000_ 3. County where project is located: Havwoed 4. Approximate Coordinates (Decimal Degrees): Latitude: 35,537917' Longitude:-82.9291050 5. Parcel ID (if applicable): 8637-13-3603 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: bi, : ncvoGroes 1. ProfessionlEngineer:CharlmJCMsty License Number: 29142 Firm: Wade Y - 7 2019Meiling L�VA address: 53 N. Mmket St. Suite 20City: Asheville State: NC Zipi21180l- rO, Phonenumber: CUD 25-1197 Email Address: Cchristm deld IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION: 1. FWilityName: Town of Wavnesville W WTF Permit Number: NCO025321 Owner Name: Town of Waynesville V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different then W WTF): 1. Permit Number(s): W CSQ 00182 Downstream (Receiving) Sewer Size: $inch Svstem Wide Collection System Permit Numb-or(A) (if applica�: WQCSO OvmerName(s): Junaluska Sanitan District FORM: FTA 04-16 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? Cl Yes ❑No ®N/A 2. If the Applicant is a Developer of lots to be sold, has a Developer's 01mrish al Agreement(FORM:DEV) been attached? ❑ Yes ❑No ®N/A 3. If the Applicant is a Ho_gr @/ ro ray, Owners' Association has am O erational Aem in IFQRM-. HOAI been attached? ❑ Yes []NO ®N/A 4. Origin of wastewater: (check all that apply): ® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash ❑ Residential Leased ❑ Retail with food preparadoNaervice ❑ Hotel and/or Motels ❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse ❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filtm Backwash ❑ Businesses / offices / factories Cl Nursing Home ❑ Other (Explain in Attachment) 5. Nature of wastewater: 100% Domesflc/Commemial %Commercial _I % Industrial (See 15A NCAC 02T,010�20)) "Is there a Pretreatment Program in effect? ❑ Yes ® No 6. Hasa Dow reduction bean approved under 15A NCAC 02T ._0114LT ❑ Yes ®No D If Yes, provide a canv of flow rod d it al 1 tt 7. Summarize wastewater generated by project: Establishment Type lean g2T.0114(Dl Dolly Design Flow l^ No. of Unite Flow Dwelling 360 gal/Day 3 1080 GPD gay GPD gay GPD Say GPD gal/ GPD gay GP Total 108 PD a See ISA NCAC 02T 0114(b) (d). (e)(I) and ! x» for caveats to wastewater design flaw rotes (i.e:, minimum flow per dwelling; 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 wed as vacation rentals as defined in G.S. 42"), b Per 15A NCAC 02T.0114(c), design flow rates for establishments not identified [in table ISA P(QAQ OZT.0114] shall be determined using available flow date,/gafar using fixtures, occupancy or operation patterns, and other measured data. 8. Wmwmtergenemtedbyprojech L8oOm D(par 5ANCACO2T_0114) D On not include future flows or previously permitted allocations If permitted flow is zero, indicate why: ❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line ❑ Flow has already been allocated in Permit Number: ❑ Rehabilitation or replacement of existing sewer with no new flow expected ❑ Other (Explain): _ FORM: ETA 04-16 Page 2 of 5 VR. GRAVITY SEWER DESIGN CRITERIA (If Appgcable) - 02T_0305 & MDC (Gravity Sewers: I. Summariaegmvitysewertobepermitted: M ngth (feet) Material 272 PVC D Section D & M ofthe MDC for Permitting ofGmvity Sewers contains information related to design criteria ➢ Section DI contains information related to minimum slopes for gravity sewu(s) D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC VUL PUMP STATION DESIGN CRITERIA (IPAppitcable)-0 T.0305&MDC(Pump thetl0 or Mstop) COMPLETE FOREACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: _ 2. Approximate Coordinates (Decimal Degrees): Latitude: ° Longitude: 3. Design flow ofthe pump station: _ millions gallons per day (firm capacity) 4. Opemdonal point(s) mfthe pump(s): _gallons per minute m_ feet total dynamic head(TDii) 5. Summarize the force main to be permitted (for this Pump Station): ff(lmt&h-) Length (het) Material 6. Power reliability in accordance with i5A NCAC 02T.0305(h)(12: ❑ Standby power some or pump with automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)-. D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons par day D Must be permanent to facility Or if the pump station has an average daily flow less than 15,000 gallons per day: ❑ Portable power source with manual activation, quick -connection receptacle and telemetry- 15A NCAC 02T .0305(h)(1)(C) or ❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C): D It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement) 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 timeftames, shall be provided in the case of multiple station power outage. FORM: FTA 04-16 Page 3 of 5 IX, SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)): I. Does the project comply with all separations found in 15A NCAC 02T A305 I Lint ® Yes Q No Setback parameter* Se iaration Required Storm sewers and other utilities not fisted below (vertical) 24 inches _ _ Water mains (vertical -water over sewer incl di e in benched tren has) 18 inches Water mains horizontal 10 feet _ Reclaimed water Iines Iverdcal - reclaimed over sewer _�_...___..____ 18 inches_ Reclaimed water lines horizontal - reclaimed over sewer) 2 fa[ **Any private or public water supply source, including any wells, WS4 waters of Class 3 or Class B im rounded reservoirs used as a source of drinldn a water 100 feet **Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal high water or tide elevation and wetlands (see item IX.2) _ 50 feet **Any other stream, lake, impoundment, or ground water lowering mid surface drainage ditches 10 feet _ Any building foundation _ 5 feet Any basement 10 feet _ Top sloe of embankment or cuts of 2 feet or more vertical h_ei h[ 10 feet Drainage systems mid interceptor drains 5 feet [Any swhmni ools_ 10 feet Jamie "ride ((vertical _ 36 inches ➢ 15A NNCAC 02T.03051g) contains alternatives where separations in 02T.0305 cannot be achieved. ➢ **Stream classification can be identified using the Division's NC Sur face Water Classificatimmwebgak ➢ If noncompliance with 02T.0305(D arts), see Section X ofthis application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No [—]MIA D See the Division's draft separation requimments for situations where separation cannot be meet ➢ We variance is required if the alternative design criteria specified is utilized in design and construction D As built documents should reference the location of areas effected 3. Does the project comply with setbacks found in the river basin rules per 15A NCAC_02H .02007 ❑ Yes No ® N/A ➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202 4. Does the project require coverege/authoriza ion under a 404 Nationwide or ® Yes ❑ No individual permits or 401 Water Quality Certifications? D Information can be obtained from the 401 & Buffer Permitting Branch S. Does project comply with 15A NCAC 02T.01,49(00)(additional permits/certifications)? ®Yes [-]No Per 15A NCAC 02T- 01-U 6_), directly related environmental permits or cenificalion applications as being prepared, have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent pounds (erosion and sedimentation control plans, stormwater management plans, etc.). 6. Does this project include any sewer collection lines that are deemed "high -priority?" Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer positioned parallel to sucambanks that is subject to erosion that undermines or deteriorates the sewer. ❑ Yes ® No ❑ N/A ➢ 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 thepermitte , or its representative at least once every six -months and inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collmdun permit. FORM: FTA 04-16 Page 4 of 5 X. CERTIFICATIONS: 1. Does the submitted system comply with 15A NCAC 02T the Minimum Design Cnme for the Permiltine of hwn r StaQoas and Force Maine,[lahst version, and the Gravity Sewer Minimum Design Criteria {latest lion as applicable? ® Yes ❑ No If No, complete and submit the Varim&Altemative Design Request application(VADC 10-14) and supporting documents for review. Aparoval of the request tare nlred prior to submittal ofth Fast TckApplication andsupporting documents 2. Professional Engineer's Certification: I, _ Quarles J. Christy,_PE_. _ attest that this application far (Professional Engineer's name Tram Application Item ID.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, Gravity Sewer Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting ofPump Stations and Foote Mains (Imest 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 havejudged it to be consistent with the proposed design. NOTE — In accordance with General Statures 143-215.6A and 143-215.613, any person who knowingly makes my 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 pm violation. North Carolina Professional Ragiaeer'r seed, sign -tore, and date: 0)a 3. Applicmt's Cedificationperl5ANCACO2T.0106(b): I,__. Josh Nickol GeGeral MaDacjer_.,.. _....__ __-____ anest that this application for (Signature Authority's name & title from Application Item L3.) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pats 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 my false statement, representation, or certification in any application package shall be guilty of a Clots 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. Signature: _/.Vld- __..._._ Date: �'fAl M FORM: FTA 04-16 Page 5 of 5 State of North Carolina Department of Environmental Quality Division of Water Resources otmsion or watt, Flow Tracking for Sewer Extension Applications (FTSE 10-18) Entity Requesting Allocation: Junaluska Sanitary District Project Name for which flow is being requested: Crosswinds Phase II More than one FTSE maybe required,for a single project if the owner ofthe WWTP is not responsible for al! pump stations along the route of ate proposed wastewater flow. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: Town Of Waynesville b. WWTP Facility Permit #: NCO025321 Aff flows are in MGD c. WWTP facility's permitted flow 6.0 d. Estimated obligated flow not yet tributary to the WWTP e. WWTP facility's actual avg. flow 4.094 f. Total flow for this specific request g. Total actual and obligated flows to the facility 4.095 h. Percent of permitted flow used 68% 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 Obligated, Pump Pump Average Approx. Not Yet Total Current Station Station Firm Daily Flow** Current Tributary Flow Plus (Name or Permit Capacity, * (Firm / in), Avg. Daily Daily Flow, Obligated Available Number) No. MOD MOD Flow, MOD MOD Flow Capacity*** Richland. 0.864 0.345 0.202 0 0.202 0.143 * 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 peaIng factor (pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria. b' / *** A Planning Assessment Addendum shall be attached for each pump station I ated ' cs between the project connection point and the WWTP where the Available Capac is < 0. Downstream Facility Name (Sewer): Junaluska Sanitary District MAY - 7 2019 Downstream Permit Number: WQCS00182 Watero,,, !!shy ^Minns Page I of 6 FTSE 10-18 III. Certific"on staJernen certify to the best of my knowledge that the addition of the volume of wastewater to b e vritted 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. pon Title of Signing 0 rclal Page 2 of 6 PTSE 10-IS PROPOSED SEWER MAIN \\\--(A) UT TO PIGEON RIVER BRIAN K. NOLAND MTN. COVE PROP. WAYNESVILLE, NO USGS TOPO MAP SEWER EXTENSION WADE TRIM 53 N. Market Street, Sulte 200 Asheville, NC 28801 828.255.1197 www.wadetrim was EXISTING SEWER LINE (JSD PERMIT# WQCS00182) CLYDE ROAD DRIVE ,1e MAY - 7 2019 RIVER _. 1 )o WNSTREAM POINT OF CONNECTION) 51 LF OF 8" PVC SS 0 0.65RINSTALL ---'-- -- INSIDE DIAMATER STEEL CASING, 1/4" THICK WALL. / MH$1.1 / RIM=901.61 S 8" INV=896.74 X NE 8" INV=896.8496.84 I 160 LF OF 8" PVC EXISTINGSS 0 0.45% WNHOMc>�> TOI/MESES �� I � N /II o I T I2 N I oAN ^� F K 11p1I RIM=903.9703.97 SW 8" INV-897.56 BRIAN K. NOLAND MTN. COVE PROP. WAYNESVILLE, NO STREET LEVEL MAP SEWER EXTENSION m TRIM 53 N. Market Street, Sulle 200 Asheville, NC 28501 828.255.1197 www.watleirim.com CON UC DROP TYPE A RIM=9 .69 WB"IN= 1.73 N 8" INV- 6.40 E B" INV=B .08 UT TO SCALE IN FEET SEC. - - - BOOK #: - PAGE #: - DRCOMP BY: - CK BY: ISRVY BY: - JOB #: MGB-2001.01A SHEET: 1 OF 1