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AUTH-04-2023-193023.TIF
(0.4001111i1b ,... CATAWBA COUNTY Case# AUTH-04-2023-193023 t a,� Public Health Department Subdivision 41 Environmental Health Division PIN# 372312876069 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 1,2,4 18 Z w Site Address: 4447 SECTION HOUSE RD, HICKORY NC 28601 Name on Permit: CATAWBA COUNTY Property Size: Acres 2.09 Directions: Corner of Section House Rd and Hunters Chase Dr Authorization to Construct Permit Permit Category: New Septic Wastewater Flow: 300 g.p.d. Type of Facility: Business-EMS base-system for garage bays; IPWW wastewater Basement? No Basement Plumbing? Bedrooms: Water Supply: Public Water Maximum Occupants: Soil LIAR: 0.3 g.p.d./ft2 WASTEWATER SYSTEM REQUIREMENTS Proposed Wastewater System: CONVENTIONAL System Classification: Vi-IPWW Oil/Water Separator Septic Tank: First Tank: 250 gal Oil/Water Separator Septic Tank: 1.000 gal Pump Tank _gal Grease Trap_gal Dosing Volume gal Pump Specs: GPM @ TDH Pressure Head ft Draw Down in Drainfield: Total Area: 1.000sq ft Total Trench Length: 333 ft Aggregate Depth: 12 in Maximum Trench Depth on Downhill Sidewall: 30 in Minimum Soil Cover: 12 in Minimum Trench Separation: 9 ft on center Number of Drain Lines: 4 Trench Width: 3 ft Distribution: Distribution Box Pre Treatment: NONE Operator Required Additional Specifications: Septic system for garage bays.Will be washing ambulances into floor drains. Floor drains only are connected to this system. See state approved design. Install OS-100 oil/water separator from Striem prior to septic tank. Supply line from septic tank to drainfield must be sleeved in DOT road culvert. Temporary sediment basin located beside drainfield (in southwest corner of the property)must be filled in prior to building final and/or issuance of building CO. Adjust locations of proposed trees so that no tree is planted over septic tank, distribution box, or drainfield header ditch. It is recommended that large trees are not over drainfield. All septic system components must be at least 50ft from any well, 10ft from water lines, 5 ft from structures, 10ft from property lines, 15ft from ditches, and out of any right-of-way or easement. Surface water from parking lot must not shed onto drainfield. System is classified as a type V which requires a certified operator contract,twice a year ORC inspections. ehpennit 04/06/2023 13:54 Cir• CATAWBA COUNTY Case# AUTH-04-2023-193023 libb'11...." Public Health Department Subdivision : Environmental Health DivisionPIN# 372312876069 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 1,2,4 w Site Address: 4447 SECTION HOUSE RD, HICKORY NC 28601 Name on Permit: CATAWBA COUNTY • Property Size: Acres 2.09 Directions: Corner of Section House Rd and Hunters Chase Dr See also attached site plan. Landscaping or other site alterations that potentially divert groundwater or surface water toward the septic system, or prevent proper drainage away from the septic system, including the direction of gutter flows or foundation drains,is not approved,and may result in failure to approve the initial system installation,or the suspension/revocation of existing permits. >>>>> Do not install system under wet conditions <<<<< PROPOSED REPAIR Repair System Required? Required Soil LTAR: 0.3 g.p.d./ft2 Proposed System: CONVENTIONAL System Classification: Vi.-IPWW Oil/Water Separator` Pump Required ***** Operator Required The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of the applicant /property owner to insure that all Catawba County Planning/Zoning and Building Inspections requirements are met. This Authorization to Construct Permit is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered. The Authorization to Construct Permit is not affected by a change in ownership of the property. This permit was issued in compliance with the provisions of the North Carolina'Laws and Rules for Sewage T eatment and Disposal Systems' (15A NCAC 18A.1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily for any given period of time. Any permit issued for a conventional system may be used for an accepted system without Environmental Health authorization or permit modification.Please notify Environmental Health of this change prior to system installation. Kesor--JL, 04/04/2023 Authorized State Agent Permit Issuance Date 4/4/2028 Permit Expiration Date No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. ehpermii 04/04/2023 16:35 7rr' Earthwise Designs Soils & Land Evaluation 11/14/2022 Site and Soils Report On-Site Wastewater System for proposed St. Stephens EMS 4447 Section House Road,Hickory NC 28601 Catawba County Parcel: 3723-1287-6069 Prepared for: Wright& Associates This LSS evaluation is submitted under the rule: 15A NCAC 18A .1971 ENGINEERED OPTION PERMIT. Part 1: Submittal of Notice of Intent to Construct(NOI). Earthwise Designs has performed a soils and site evaluation of the lot referenced above, per NC General Statues 15A NCAC 18A .1900. We have delineated areas Provisionally Suitable for a III b.g. gravelless trench system with 25%reduction for effluent of domestic quality. If desired higher strength wastewater can use the IIIg. Trench but without the 25%reduction. Seventeen pits were evaluated, covering all available drain field area on the lot. All pits possessed well-drained Group IV soils to 48"+. The topography is uniform with mild slopes free of gullies, rock outcrops, human disturbances or other abnormalities. A well has been properly abandoned adjacent to the suitable drainfield areas. Public water will be used. This is not a saprolite system. Details are discussed below, in attached documents and the engineer's report. System Recommendations Initial & Repair: III b.g. gravelless trench system,with 25%reduction, as needed. See note above if high strength. For regular septic: 900 gal/day: 900/0.3/3 x 75%=750 trench lines of IIIg (chamber); same for Repair. • Soils: Class IV—Silty Clay • LTAR: 0.3 (See detailed soil descriptions.) • Trench width 36" • Trench bottom: 26"on downhill side of trench. • Septic tanks and other component: see engineer's report. Locations per GNSS Arrow 100 Receiver,EOS& ArcGIS software Abandoned Well:35.754314,-81.262692 Pit 1:35.754204,-81.262667 Pit 2:35.754061,-81.262599 Pit 3: 35.753996,-81.262164 Pit 4:35.753976,-81.262195 Pit 5: 35.753975,-81.262753 Pit 6:35.753800,-81.262468 Pit 7:35.753761,-81.262734 Pit 8:35.754103,-81.262846 Pit 9:35.754264,-81.262858 Pit 10:35.754428,-81.262933 Pit 11:35.754593,-81.262928 Pit 12:35.754638,-81.262752 Pit 13:35.754720,-81.262522 Pit 14:35.754727,-81.262299 Pit 15:35.754597,-81.262476 Pit 16:35.754518,-81.262619 Pit 17:35.754391,-81.262683 Other site-specific requirements and notes: 1. No cut or fill can encroach on the drainfield areas, initial or repair. 2. No structures,roads, driveways or parking areas can be placed in initial or repair areas. 3. Heavy machinery over the drainfield area must be avoided after installation. 4. The owner must ensure that the field is installed as described above; will be maintained to reduce erosion, shed water, retain a vegetative cover and not be disturbed. 5. Earthwise Designs makes no guarantees regarding installation, maintenance and operations. Thank you and please contact me for further information, if needed. Caroline J. Edwards NC Licensed Soil Scientist#1220 AD sole se J. ie SC Professional Soil Classifier #1174 vG o,s�A"'��oq sf NC Land Application of Bio-Solids #10006173 r` �, ,' � Attachments: `44. i22oci, Three Soils sheets Norm Map of Available Drain Field Area&Pit Locations EARTHWISE DESIGNS 991 Duncan Rd Rutherfordton, NC 28139 Cjedwards234P,gmall.corn 828)289-0122 cell --*STATE ti ROY COOPER • Governor \ 47 9 y', NC DEPARTMENT OF KODY H. KINSLEY•Secretary '' ciI HEALTH AND 10 � �1' HUMAN SERVICES MARK BENTON • Deputy Secretary for Health \,� 2• �, SUSAN KANSAGRA•Assistant Secretary for Public Health Division of Public Health March 8, 2023 Ms. Megen McBride Catawba County Health Department 25 Government Dr Newton, NC 28658 Subject: Approval of St Stephens EMS Base Wastewater System Plans and Specifications 4447 Section House Rd, Hickory, Catawba County, NC Project Number 2022-31 Dear Ms. McBride: We have reviewed revised plans and specifications for the wastewater system proposed to serve the St Stephens EMS Base, 4447 Section House Rd, Hickory, Catawba County, received from Miles Wright, PE, Wright&Associates. The approved plans and specifications are for the following facilities and system components: Facilities: EMS Base with a total of 18 employees (six employees per eight hour shift,three shifts per day) and a floor drain in the garage bay System: Garage bay system—OS-100 oil/water separator from Striem; 1-1,000 gallon septic tank; and one gravel dispersal field (335 linear feet total in one field) Base system—1-1,000 gallon septic tank; and one dispersal field (402 linear feet in one field) Design Flow: Garage bay system—300 gallons/day; Base system—450 gallons/day Drainfield Loading Rate: 0.30 gpd/sq ft Treatment Standard: Septic tank effluent System classification: V, requiring twice a year ORC inspections with annual inspection reports submitted to the local health department and at least yearly inspection by your department NC DEPARTMENT OF HEALTH AND HUMAN SERVICES•DIVISION OF PUBLIC HEALTH LOCATION:5605 SIX FORKS RD, RALEIGH NC 27609 MAILING ADDRESS: 1642 MAIL SERVICE CENTER,RALEIGH NC 27699-1642 www.ncdhhs.gov•TEL:919-707-5874•FAX:919-845-3972 AN EQUAL OPPORTUNITY I AFFIRMATIVE ACTION EMPLOYER St Stephens EMS Base March 8, 2023 A certified subsurface operator shall be contracted to operate the system. The operation permit must include, as conditions, the O&M procedures attached to the approved specifications. It shall also include the necessary information regarding the proposed management entity and certified operator as well as any additional concerns deemed appropriate by the health department for the O&M of this system. The installation must be approved by the health department and engineer prior to the issuance of an operation permit. Please contact us if you have any questions pertaining to this letter or if we may be of further assistance with this project. I can be contacted at 919-707-5878, 919-218-2580, or trish.angoli@dhhs.nc.gov. Sinc9rety, Tricia ngo i, PE On-Site Wastewater Engineering Enclosures cc: Miles Wright, PE, Wright&Associates 2 • St. Stephens EMS Base Floor Drain System Design Criteria Catawba County 2/27/2023 Flow Calculation Bay Washdown 300 GPD 15A NCAC 02T.0114 WASTEWATER DESIGN FLOW RATES Total Flow= 300 gpd Flow = 300.00 gpd LIAR = 0.3 gpd/sf Area of trench = 1000 sf Length of line = 333 ft No of fields = 1 Lineal ft per field = 333 No.of lines = 4 lineal ft per line = 83 Use = 85 Septic Tank Sizing Volume = V=2Q Q = 300.00 gallons per day Volume = 600.00 allon Use I i 1000lgalion Septic tank shall bear the NCDEQ approval stamp :I: a / 1zv rn � L �' mZ3v , a #0 a, = a ill, c s vrn a) .n• c cEY won E c 6 a. 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V MO3C01v�W cNcp^50omc �o c � nma� A E' oy,00cE A. � 2E2vv O f a 2 a 0 {0 V/ 0 fn c 'cc IYXc[ rttY � g v2Un22 um=03.0 U.AZw I=UA IL N > ~ N3N-ya' .c morn o Ncr03-3ca a am mU c) UUxm to Mv, v) O -co— c N' L G NL L e-NM1f uiCO Z �NC''7 to(O 1� 0 f-C= O�"o O Cn,O [a NS] N E I- F- E C N N O ❑❑❑❑❑❑❑❑❑P : ❑❑❑❑❑❑ ., • BELOW GRADE INSTALLATION INSTRUCTIONS Ha EXCAVATION ... ..... comacding tdengil must neeingeundistubedsoilorwell ni s Ili ABOVE GRADE INSTALLATION INSTRUCTIONS compacted engineering Igl. w.:,•.ae `r ` Width and length of excavation shall be minimum 11II - I II1 12'greater than the tank on all sides. 11u -Itll UNIT INSTALLATION 1 >a O IIII 1�I�oCll —"*Wripi.> . .III1 is Depth of excavation shall be 6'deeper than tank bottom. RII B�Eimumi .I III Connect waste piping to unit. _l - 11 �I L 0 Anchor kit isrecomm end ed for installations in yin I11111��/1: till EIIIOS.100 with water ta outlet inveli h Ir^ r--, r�, high water table conditions to prevent float out i i fowS�a«b,.. e„«wiz•«r•ww I II- Ensure cover is properly installed. To be determined by specifying engineer.If necessary, «••^^ III f ll�, order optional'High Water Anchor Kit(HDK-2r. '1i—itki= d—d-d-`i-irn-d—r' EncAvATION AND SACNPILL DETAIL e' ._. _._..__.....—_.................._..._. See Mail below. Iaartnuow om axTRRmei ___..._.,....................___ ""'" ABOVE&BELOW GRADE INSTALLATION INSTRUCTIONS ANCHOR KIT INSTALLATION STEPS Slide'Anchor Strap'over tie down point on end wall w FLOW PLATE 1� and bolt together using provided hardware. - flow plate Is calibrated to rated GPM at 13 ft water column. t1� Bolt'Anchor Strap"to'Anchor Plate'using a»«.,. x When separator is installed in a low flow or reduced head a=� provided hardware. „ pressure application,do not install the included flow plate. 0 Cut excess stainless steel anchor strap with 4'grinder .When separator Is installed in a high flow or increased head• al! 1 with a metal cutoff wheel. pressure application,install the included flow plate. I,I11 fEa '• Hold down force achieved by backfill weight adng '"`•"°1"'" A on Anthor Plate auw•Mrs..w _—__..._._.... __ ...... ........_—. ._.. IC Anchor Plate may be bolted to concrete slab,If HIGH WATER ANCHOR NIT INSTALLATION DETAILMoe-al required,by using holes provided in Anchor Plate. w,aMe ?l..m UNIT INSTALLATION I -I! "mr M'.°t,.i 1a i lower and center the unit into the excavated hole.Do not use chains or accessways to move the unit. O011q _ 1 The water table must not exceed the tank height prior to the addition of risers. (=<>MI121■ III-%It 1 1' Ensure the unit cover is level with finished grade. I�il�l l,l'I�I`I'I a-' e5e,a"""I ,ck, Fill OS100 with water before backfilling to stabilitze the unit and prevent float out during badfilling. 1iII\PII IMMIONIMIIIMEMillIll 1 OT°e 1A w• n we I i 1 BACKFILLING 6 FINISHED CONCRETE SLAB t eoreeeww. I Preparation of sub grade per geotech recommendations. I r 1°r'...e"""• Stabilize and compact sub grade to 95%prortoc —1 . �`�\ R•�, 1 1 Before backfilling and pouring of slab,secure covers and risen(if used)to the unit __ ' �I - 1 4 Place 6'aggregate base under slab.Aggregate should be 3/4'site rock,or send,with no fines. ewaawa.m R. Backfill usingcrushedaggregate materials approximately 314'size rod,or sand,with no fines. `� - e PDr Y •. ',�... ehw.. ocean S Thickness of concrete slab around the covers to be 8'for traffic loading.Thickness of concrete _--.1. .._.. - j_._..� __...._.._.i I slab around the covers to be 4'for pedestrian or greenspace areas. r 1 Concrete slab cannot interfere with the tank body below the users. Tpww, Concrete to be 28 day compressive strength to 4000 PSI with 6 t 1%air entrainment. a 17Mrti re r. 4 NO.4 mbar 1112'l grade 60 steel per ASTM A615:connected with tie wire. _I ---"--"'—'I gP Re bar to be 2 112'from edge of concrete. waP.d•me .w,•ranvww a Ip Rebar spacing 12'grid.4'spacing around access openings. «zzi`eua CONCRETE SLAB DETAIL FOR IRKING LOADING TELEGLIDE RISER I INSTALLATION INSTRUCTIONS CORRUGATED PIPE RISER KIT(CPRK)AVAILABLE AS ALTERNATE RISER SOLUTION.SEE CPRK INSTALLATION INSTRUCTIONS FOR MORE DETAILS. II •Pi to 05.100aeiha he pipemnneaipm line upeehlebritepilirg, I •loosen upper dampw,M not ddaesCs AEa •Insert over Austen req n MAdraned!Wrs uwlln+yssop. •UnInNll cover adapters and risers •Measure dlmeebnxmdetemene user height needed pndud.d aMhtankb iA •Eight.upper clamp to keep Miss hornshiRing.Risen •Extend mark made,reap 3 around the cif(mhrence of •Select the required risers from the adjatenstaNe.Riser chart shows •R no rum are needed.adjust cover adapter are installed hoer shoo to long the uses gwnnry lov rash lank meneay. I height as needed, •If using a standard wren adapter.measure the OW •Cur along line with jgum,tinular WOOF recipmuiing saw. •Ensure tutu'minimum engagement is height needed.0.525'down Mesidewall of the risers •Make mark around the drtomierence of the nls,3'from rile se.,d.rd Ca..Adapt« maintained. •riming a tom adagerwith Slicks Y.,mauve Mt riser tut end of ow. eiwr SOIHe.adad R«wegnw rwn •Nreen•reneeded,remowwven homtoeer heghl needed,%+T75'down the vdewan of the Teem •If no tuts were needed,make the mirk 3'horn thebonom of •_ Mraw adapters,and sweradagen Irom the unn. •Mad the location with dinemrhetkiludedeedrtekt the bon.rder. 1111 R•-s- eine •Coveradapw may need to beadiustedautwerd forsome 11=11. S•4N' 911al1) dimension ranges If man is at the end of uses,no 11=11=1 va.,39. LOUR) cutting is required. 11=11= II=11=11 - I 3y�e3• SR7a(71 1 ii=ii e1� 13•.sr SRWIII.IRWM i111111111 SI'•O' semi' co.. xKam er •P a 11—I1-11' 17..90. SR7k Sta.l7) En 11=11= (Adaptee whir Slick New ■II 11=11=11= II—II-h o-turn New 1riiiliI-11-II=11=11=11 znR•aetlz• 1.7Rn -11:=I1g11,=11.=11=11=11= yI1R'•pta• snag SA 014,551n• 5Ruviruieoaln w°mr dkln••Nt7 seven) T"«i wan L x.r O.aw Mewwe)-•di li smelsusecanl ww"1f WOa rare Saw warm ,�,kk •wgedon f and adapts sdee b •ImrI rNNstdoeseradaplm Iekotltewk 40 •Tgeens&ldempslol4hN.d Mpn. 1 •ejebste h NtetadtAretlungeaenthemears steps 'e�1 nakewing front the marked rice mwi h havebne shred there is sill room tar vmral adlnvnera •I hdartwh rim tar irk neneltswmrteoeyo rape n0 p •100rg oftheto cow adapt rn As long as Memourn s chrhshdvhadg demakgadkeciw will ensure your risers upecladgrede. •NehhedRoo it own Oe doneAw!'dam to pere calm •n,sanov,t ad ngagememay berdiusieN pints are reach the finished gnedemasundln rep 1. •removetampamaynembly loosened or hnisMdOooehereRae maximum damps w• nuny Wm nece very and risers mryeeadru0ewtuta nemwedroaid In assembly tigwened.AR.S°alcdthe ma+imum. merry lhresas necewry. Fs,u,wa_. dog ,.. II_IIl1=1 0111 11=11= 11=11=11IIIII -11=11=MM "'" 11i1111111 �_ T.w.ed II�I.11�I llR««ex illi=117i=11111=11=11.-1a 11=II=11=. WO, ��II II 1I II:II 1711 II 11'II��11�7 DocuSign Envelope ID.CEF6D1 F7-0483-40BB-9C7A-3D5CB612907B Water 0.0 Management STATE OF NORTH CAROLINA INSPECTION AND MAINTENANCE AGREEMENT This agreement is made and entered into this 6th day of November, 2023, by and between Catawba County, a North Carolina Body Politic (hereinafter referred to as the "Owner") and Water Management of North Carolina,LLC (hereinafter referred to as the "Contractor"). WITNESSETH WHEREAS, the Owner owns or controls the property upon which a ground absorption sewage treatment system (hereinafter "system") is installed, such system being designated a Type V system under the Rules for Sanitary Sewage Collection, Treatment and Disposal found at 15A N.C. Administrative Code 18A.1900 et seq.; and WHEREAS, 15A N.C.Administrative Code 18A.1961 requires a contract to be executed between the system owner and a management entity prior to the issuance of an Operation Permit for said system; and WHEREAS, 15A N.C.Administrative Code 18A.1961 requires that a condition of the Operation Permit for said system be that a properly executed contract between the system owner and a management entity,shall be in effect for as long as the system is in use; and WHEREAS, the Contractor is a management entity, of a type authorized by 15A N.C. Administrative Code 18A.1961 to manage the system. NOW THEREFORE, in consideration of the premises and of the mutual covenants and promises contained in this Agreement, it is hereby agreed by and between the Owner and the Contractor as stipulated below. 1. The Contractor's Obligations. The Contractor shall perform the following services on the Owner's system located at: 4447 Section House Road,Hickory, Catawba County,NC. (garage floor drain system) a) The contractor shall inspect, document, and report the system at least at the frequency required in Table V(b) of 15A N.C. Admin. Code 18A.1961(b), to satisfy conditions of the Operation Permit and to comply with manufacturers' operation requirements. b) If an inspection indicates the need for system repairs, the Contractor shall notify the local health department within 48 hours of the inspection. Page 1 of 8 DocuSign Envelope ID CEF6D1F7-0483-40BB-9C7A-3D5CB612907B Water Management c) The Contractor shall notify the Owner of needed repairs,which are outside of the scope of routine maintenance described in this contract. The Contractor shall perform necessary repairs to the system at the request of the Owner and shall be entitled to payment therefor at the Contractor's normal charge for services and materials. d) The Contractor shall respond to a request for a nonscheduled service or maintenance call within 48 hours after receipt of such request. 2. The Owner's Obligations. a) The Owner shall pay to the Contractor: • $300 per year, billed at$150 twice per year. The annual fee may be amended upon sixty(60)days advance notice to the Owner. The Owner shall pay to the Contractor his normal and customary fees for any work performed on the system as a result of nonscheduled service or maintenance calls. All fees are due and payable within thirty (30) days of billing. Payments due to the Contractor and unpaid by the Owner after thirty(30)days shall accrue interest from the due date until paid at a rate of 1.5%per month. b) Within 30 days of receipt of notice of needed repairs, the Owner shall request the Contractor to complete needed repairs or shall provide to the Contractor evidence that the needed repairs were satisfactorily completed by another entity. c) The Owner shall provide the Contractor with such access to the system as is reasonably necessary for the Contractor to comply with the terms of this Agreement. 3. Term. This Agreement shall remain in effect until terminated. a) Automatic Termination. This agreement shall automatically terminate if the Operation Permit for the system is revoked and all appeals of the revocation are exhausted or the time for taking an appeal has passed. b) Termination by Mutual Consent. The Parties may mutually agree to terminate this Agreement by giving written notice of termination by mutual consent to the local health department thirty (30) days in advance of the date of termination. c) Termination by the Owner. The Owner may terminate this Agreement by giving notice to the Contractor and to the local health department thirty (30) days in advance of the date of termination. Page 2 of 8 DocuSign Envelope ID:CEF6D1F7-0483-40BB-9C7A-3D5CB612907B Water 004 Management d) Termination by the Contractor. 1) The Contractor may terminate this Agreement for cause by giving written notice of intent to terminate this Agreement to the Owner and to the local health department thirty (30) days in advance of the date of termination. Cause shall be defined as: a) failure to remit payment for any bill for services performed under and in accordance with this Agreement if said bill is not paid within thirty (30) days of receipt by the Owner of the bill. If said bill is paid after notice of termination of this Agreement, but prior to the date of termination of this Agreement, this Agreement shall continue in effect; or b) failure of the Owner to provide to the Contractor authorization to complete needed repairs or satisfactory evidence that needed repairs to the system were completed by another entity. If said authorization to complete needed repairs or evidence of completion of said repairs is provided after notice of termination is given but prior to the date of termination of this Agreement, this Agreement shall continue in effect; or c) failure of the Owner to allow the Contractor such access to the system as is reasonably necessary in order for the Contractor to comply with the terms of this Agreement. 2) The Contractor may terminate this Agreement without cause, by notification to the Owner no less than thirty(30) days in advance of the termination date. The Contractor may also assign its rights and duties under this Agreement as provided in paragraph 4, below. 4. Assignment. a) Assignment by the Owner. The Owner shall notify the Contractor of the name and address of any purchaser of the property on which the system is located. The Owner shall also notify any purchaser of the property on which the system is located of the existence of this Agreement and may assign all rights and duties under this Agreement to said purchaser. b) Assignment by the Contractor. The Contractor may assign its rights and duties under this Agreement to another management entity, which is qualified pursuant to 15A N.C. Admin. Code Page 3 of 8 DocuSign Envelope ID:CEF6D1F7-0483-40BB-9C7A-3D5CB612907B Water Management 18A.1961 to manage the system upon thirty(30)days written notice to the Owner and to the local health department. 5. Use of Subcontractors. The Contractor may subcontract with such manufacturers, suppliers and contractors as it deems desirable to perform any of the Contractor's duties under this Agreement. The Contractor shall at all times remain responsible for the performance of and payment for all work performed by all subcontractors. 6. Representations. The Parties represent to each other that each has the power, authority and legal right to enter into and perform its obligations as set forth in this Agreement. 7. Regulatory Amendments. References in this Agreement to sections of the Administrative Code shall include such rules as they may be amended in the future. 8. No Implied Waiver. The waiver by either Party, of the default or a breach by the other Party of any provision of this Agreement shall not operate or be construed to operate as a waiver of any subsequent default or breach. The failure at any time of either Party to enforce any provision of this Agreement(a)shall not be construed to be a waiver of such provisions, or of any other provision; and (b) shall not in any way affect the validity of this Agreement, or any part of this Agreement, or the right of either Party thereafter to enforce each and every provision of this Agreement. 9. Notice. Every notice required under this Agreement shall be in writing and shall be deemed sufficiently given if delivered in person or sent by certified or registered mail, return receipt requested, postage prepaid to the Party to be notified and addressed as follows: To the Owner: Catawba County John Cameron,Facility Services Director 25 Government Drive Newton,North Carolina 28658 To the Contractor: Water Management 4744 Celia Creek Road Lenoir, NC 28645 The date of any Notice shall be the date of personal delivery or the date shown on the return receipt as the date of delivery or attempted deliver, as the case may be. Changes in the respective addresses to which notice may be directed may be made from time to time by either Party by notice to the other party. 10. Place of Agreement. This Agreement and any questions concerning its validity, the system construction or performance shall be governed by the laws of the State of North Carolina,venue Catawba County. 11. Entire Agreement and Amendment. This Agreement supersedes all prior negotiations, agreements and understandings between the Parties with respect to the subject matter hereof and constitutes the entire Agreement between the Parties with respect to the subject matter hereof. To be effective,any amendment or modification to this Agreement must be in writing and must be signed by the Parties. Page 4 of 8 DocuSign Envelope ID:CEF6D1F7-0483-40BB-9C7A-3D5CB612907B Water 0+4 Management 12. Severability. In the event that any provision of this Agreement shall, for any reason, be determined to be invalid, illegal or unenforceable in any respect, the Parties shall negotiate in good faith and agree to such amendments, modifications or supplements of or to this Agreement or such other appropriate actions as shall, to the maximum practicable in light of such determination, implement and give effect to the intentions of the Parties as reflected in this Agreement, and the other provisions of this Agreement shall, as so amended, modified, supplemented or otherwise affected by such actions, remain in full force and effect. 13. Indemnification. The work to be performed by Contractor under this Agreement shall be performed entirely at Contractor's own risk. Contractor shall indemnify and save harmless the County, its commissioners,employees, agents and representatives from any and all liabilities and claims of every kind, including attorney's fees, to which County may be subjected on account of loss, destruction or damage to property or injury to or death of persons, including Contractor and persons employed by Contractor, arising out of or in connection with performance of this Agreement. The provisions of this paragraph shall not be applicable to loss or damage caused by the negligent act of omission of County or its employees. 14. E-Verify. Contractor shall comply with the requirements of Article 2 of Chapter 64 of the North Carolina General Statutes. Further, if Contractor uses a subcontractor, Contractor shall require the subcontractor to comply with the requirements of Article 2 of Chapter 64 of the North Carolina General Statutes. 15. Contractor's Insurance Requirements. Contractor will maintain at all times during the term of this Agreement, at the Contractor's sole expense: A. Commercial General Liability Insurance Contractor shall maintain Commercial General Liability insurance, including coverage for products and completed operations liability, contractual liability, liability from independent contractors, property damage liability, bodily injury liability, and personal injury liability with limits of not less than $500,000 per occurrence, and $500,000 annual aggregate. The limits may be satisfied by a combination of primary and excess insurance. The coverage shall be written on an occurrence basis. B. Business Automobile Insurance At all times while the Contractor's representatives are conducting on-site work, the Contractor shall maintain Business Auto insurance for any owned, hired, rented, or borrowed vehicle with a limit of not less than $500,000 per occurrence combined single limit for bodily injury and property damage liability. The limit may be satisfied by a combination of primary and excess insurance. C. Workers Compensation & Employers Liability Insurance At all times while the Contractor's representatives are conducting on-site work, Contractor shall maintain statutory Workers Compensation insurance in accordance with the laws of North Carolina. Contractor shall also maintain Employers' Liability insurance with limits of not less than$100,000 per accident and $100,000 each employee for injury by disease. Page 5 of 8 DocuSign Envelope ID:CEF6D1F7-0483-40BB-9C7A-3D5C8612907B Water Management D. General Requirements I. Contractor has provided a Certificate of Insurance ("COI") which is attached hereto as Attachment A. Contractor agrees to indemnify County if the insurance policy referenced in the COI does not contain, at a minimum,the coverage amounts listed on the COI. 2. Catawba County shall be named as an additional insured under Contractor's automobile and general liability insurance. In the event of a loss arising out of,or related to the Contractor's services performed under this Agreement, Contractor's Liability insurance shall be primary with respect to any other insurance which may be available to the County, regardless of how the"other insurance" provisions may read. 3. Contractor shall be responsible for insuring all of his/her own personal property, improvements, and betterments. 4. All insurance policies put forth to satisfy the above requirements shall require the insurer to provide a minimum of sixty (60)days' notice to the County of any material change in coverage, cancellation, or non-renewal. 5. All insurance put forth to satisfy the above requirements shall be placed with insurance companies licensed to provide insurance in the state of North Carolina. Any deductibles or self-insured retentions in the required insurance shall be subject to approval by the County. 6. Contractor shall provide certificates of insurance to the County as evidence of the required coverage. Contractor agrees to provide complete copies of policies if requested. Failure of Contractor to provide timely evidence of insurance, or to place coverage with insurance, or to place coverage with insurance companies acceptable to the County, shall be viewed as Contractor's delaying performance entitling the county to all appropriate remedies under the law including termination of the contract. 16. Non-Appropriation Clause. Payment to Contractor for services is expressly conditioned upon availability of funds, and upon the actual receipt of funds, from appropriated revenue sources. If funds are insufficient to meet expected performances hereunder due to non-appropriation or reduction of funds by the source, services to be provided hereunder may be adjusted by the parties, in writing, to conform with the funds which are actually available. If such adjustment is impractical or would defeat the intent or purpose of this Agreement, same may be terminated accordingly without penalty. 17. Signatures. This Agreement, together with any amendments or modifications, may be executed in one or more counterparts,each of which shall be deemed an original and all of which shall be considered one and the same agreement. This Agreement may also be executed electronically. By signing electronically, the parties indicate their intent to comply with the Electronic Commerce in Government Act(NCGS § 66-58.1 et seq.)and the Uniform Electronic Transactions Act (NCGS § 66-311 et seq.). Delivery of an executed counterpart of this Agreement by either electronic means or by facsimile shall be as effective as a manually executed counterpart. 18. Signature Authority. The individuals signing this agreement hereby warrant that he/she has the legal authority to execute this agreement on behalf of the respective party, and that such binding authority has been granted by proper order, resolution, ordinance or Page 6 of 8 DocuSign Envelope ID:CEF6D1F7-0483-40BB-9C7A-3D5CB612907B 01114Water 11114 Management other authorization of the entity. Each party is fully entitled to rely on these warranties and representations in entering into this agreement or any amendment hereto. 19. Conflict or Inconsistency. In the event of any inconstancy,conflict or ambiguity among the terms and conditions of this Agreement, an attached scope of work, fee proposal, or other document relating to the Scope of Work or Services contemplated by this Agreement,the terms and conditions set forth in this Agreement shall govern and control. !Signatures Begin on Next Page] Page 7 of 8 DocuSign Envelope ID: CEF6D1F7-0483-40BB-9C7A-3D5CB612907B ,.., ..,.. ,t",,q7"`TIP"PC:1�. Water Management IN TESTIMONY WHEREOF, the Parties hereto have executed this Agreement in duplicate originals,one of which is retained by each of the Parties,the day and year first above written. CATAWBA COUNTY 11/6/2023 Date: John Cameron, Facility Services Director WATER MANAGEMENT OF NORTI I CAROLINA, LLC DocuSigned by: 11/7/2023 Cl ASkivs, Date: 3BCF54F96156446... Sidney L. Gaskins, Jr., Member THIS INSTRUMENT has been preaudited in the manner required by the Local Government Budget and Fiscal Control Act as amended. p—DocuSigned by: 11/6/2023 1WAJI `5AA Date: `—F99CF367040E423... Mary Morrison, Chief Financial Officer Account Number: 410-460100-988000-12045 Amount: $300.00 APPROVED AS TO FORM DocuSigned by: 11/6/2023 Date: `` B1662AF4A90445D... Jodi Stewart, County Attorney DocuSigned by: 11/6/2023 [Pike- g19;Ala*, Date: C13576B93B0AE41C... Jake Robinson, Risk Management Page 8 of 8 DocuSign Envelope ID:CEF6D1F7-0483-40BB-9C7A-3D5CB612907B hment A {MMI A�� DATEDDNYYY) F CERTIFICATE OF LIABILITY INSURANCE (MM/D/Y THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Betsy Darst RIC, a Bankers Insurance Company PHONE FAX 128 NC-65 .LAIC.No,Fat):336-280-0316 (A/C,No):800-899-0148 Reidsville NC 27320 E-MAIL ss: bdarst@bankersinsurance.net INSURER(S)AFFORDING COVERAGE NAIC# License#:6387078 INSURER A:Frankenmuth Mutual Insurance Company 13986 INSURED WATEMAN-01 INSURER B: Water Management of North Carolina, LLC 4744 Celia Creek Rd INSURER C: Lenoir NC 28645-6706 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:567252904 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSD SWVD POLICY NUMBER POLICY EFF POLICY EXP LIMITS (MMIDDNYYY) (MM/DDNYYYI A X COMMERCIAL GENERAL LIABILITY Y 6657470 2/26/2023 2/26/2024 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR PR PREE MISMIESORENTED ES(Ea occurrence) $1,000,000 MED EXP(Any one person) $10,000 _ PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 _ X POLICY JEC7 LOC PRODUCTS-COMP/OP AGG $2,000,000 _ OTHER: $ A AUTOMOBILE LIABILITY Y 6657469 2/26/2023 2/26/2024 CaOMBINEDSINGLEacGdentl LIMIT $1,000,000 (E X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY _ AUTOS ONLY (Per accident) A X UMBRELLA LIAB X OCCUR 6657470 2/26/2023 2/26/2024 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTIONS 1n,nnn $ A WORKERS COMPENSATION 6657468 2/26/2023 2/26/2024 X AND EMPLOYERS'LIABILITY Y/N STATUTE OTH- ER ANYPROPRIETOR/PARTNER/EXECUTIVE I I NIA E.L.EACH ACCIDENT S 1,000,000 OFF ICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Leased/Rented Equipment 6657470 2/26/2023 2/26/2024 Max Pet Item(ACV) $100,000 Deductible $500 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The Workers Compensation policy contains an Owner/Member exclusion for Sidney Gaskins. When required by written contract,the Certificate Holder is included as Additional Insured on the General Liability and Auto Liability on a Primary& Non-Contributory basis. A sixty notice of cancellation,except for non-payment of premium,will be provided for the General Liability,Umbrella,Auto Liability and Workers Compensation. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 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No. Terms Due Date Project 2024000503 Net 30 5/27/2025 Quantity Description Rate Amount 1 onsite wastewater system operation,Catawba EMS Stateion,11117 150.00 150.00 Section House Road(2/yr) Contract 44-20024-309 Sales Tax,Catawba 7.00% 0.00 Total $150.00 (VISA Kate Acct#: Exp.Date: CCV: Signature: