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HomeMy WebLinkAboutAUTH-08-2023-202231.TIF r 1 1 County: COA-CtWtl&- CONSTRUCTIONI f AUTHORIZATION FOR G.S.130A-335(a2)/SL2022-11 La. -�'i PIN/Lot Identifier: �3 / I Issued To: \\. . - (YNQ„tij 1 Property Location:`��\ TCrJ�Ij��,2-c�,1d, Lr, `b,ouse( Ne., asao3?• AOWE/PE Plans/Evaluations' {} Proviidde_d:: Yes B'`1No❑ If yes,name and license number of AOWE/PE&MAI 461 j%J/` 4Thea7�, Facility Type:."7<L7GG Oct 9G..cskko ii v`c., GI/New 0 Expansion 0 Repair System Relocation 0 Basement? ❑Yes �Nro Basement Fixtures? ❑Yes , No /� Type of Wastewater System** I� r/�t' BP. L''(i_P (Initial) 0 p8PS W/L.P (Repair) Design Daily Flow: y`'6� GPD Wastewater Strength:El-domestic 0 high strength 0 industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? ❑Yes li Installation Requirements/Conditions Septic Tank Size: (¢00 gallonsll(�� Total Trench/Bed Length: 20 feet Trench/Bed Spacing: V feet on center Drainfield square footage: . `1 SOU Trench/Bed Width: 3G inches LTAR: 0'ZS gpd/ft2 1 Soil Cover: {( Inches'S rrlope Adjusted Maximum Trench/Bed Depth: Z.2.... Inches LO i^' 5 I 0 _ Aggregate Depth: inches above pipe inches below pipe Inches to aI Pump Tank Size(if applicafle): 10 00 gallons requires more than 1 pump? ❑Yes No PumpRe ui e'n s: '' it•�-l°k' er(,�.IIIA rt3CL , t q ft.TD vs. GPM Grease Trap Size(if a piicable): gallons Distribution Method: ❑Serial ❑D-Box or Parallel 0 Pressure Manifold(s) LPP 0 Other: Artificial Drainage Required: Yes 0 No(2'if yes,please specify details: Legal Agreements Of the answer is"Yes"to any type of legal agreements,please attach a copy of the agreement.) Multi-party Agreement Required[.1937(h)]: Yes❑ No E" Easement,Right-of-Way,or Encroachment Agreement Required[.1938(j)]: 0 Yes 11.No Declaration of Restrictive Covenants: 0 Yes 124o • **If applicable: I understand the system type specified Is different from the type specified on the application. I accept the specifications of this permit. Owner/Legal Representative Print Name: Owner/Legal Representative Signature: Date: Pre-Construction Conference Required: Yes❑ No Imo! pp n Conditions: -d /FA.5It t.,✓ ' orce tteJ S .P.cti • The construction and installation requirements of Rules.1950,.1952,.1954,.1955,.1956,.1957,.1958,and.1959 are incorporated by reference into this permit and shall be met. Systems shall be installed in accordance with the attached system layout. AOWE/PE Print Name: A �`Gw AOW ODE Signature: .. Ili fersi t„ _- Date: 8/1 , ,. �ill1Jl This AOWE/PE submittal is pursuant to and meets the requirements of G.S.130A-335(a2)and(a5jt.i r A$, " A i *See attached site sketch* p r `' /E * � �j •� 4 p n n EifhrF Ps •V•t . ��Wll, J U! 1 ,Z�. ,�. . Environmental Health•.; 1lii1i/N01 „. . 6997 Cobblefield Ln County: Catawba Lot 25 This Section for Local Health Department Use Only Initial submittal received:7/10/23 by RP Date Initials Permit Number: Auth-08-2023-202231 G.S. 130A-335(a6)states the following: 'If a local health department fails to act on an application for a construction authorization submitted pursuant to subsection(aS)of the section within 10 business days of receipt of a complete application, the local health department shall issue the construction authorization.' In accordance with G.S. 130A-335(a5)the construction authorization application is: ❑ Incomplete(If box is checked,information in this section is required.) The following items are missing: Copies of this were sent to the AOWE/PE and the Owner on Date State Authorized Agent: Date: ❑ Denied(See attached report.) Copies of this were sent to the AOWE/PE and the Owner on Date State Authorized Agent: Date: E Complete ll// � State Authorized Agent: ; / w.�,c�++ 1)"r !l^ Date of Issuance: 8/9/23 This Construction Authorization is issued pursuant to G.S.130A-335(a2),(a5),and(a6)using the signed and sealed plans or evaluations attached here.This Construction Authorization is subject to revocation if the site plan,plat,or the intended use changes,or if information submitted in the application was falsified,inaccurate or misleading. The Construction Authorization shall not be affected by a change in ownership of the site. This Construction Authorization is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. The location and identification of all property lines,easements,water lines,and other appropriate utilities shall be the responsibility of the owner. Final landscaping shall be constructed to divert water and establish vegetative cover. The Department,the Department's authorized agents,and the local health departments shall be discharged and released from any liabilities,duties,and responsibilities imposed by statute or in common law from any claim arising out of or attributed to plans,evaluations,preconstruction conference findings,submittals,or actions from a person licensed pursuant to Chapter 89C of the General Statutes as a licensed engineer or a person certified pursuant to Article 5 of Chapter 90A of the General Statutes as an Authorized On-Site Wastewater Evaluator in GS 130A-335(a2),(a5),and(a7).The Department,the Department's authorized agents,and the local health departments shall be responsible and bear liability for their actions and evaluations and other obligations under State law or rule,including the issuance of the operations permit pursuant to GS 130A-337. Construction Authorization Expiration Date: 8/9/28 *See attached site sketch* P(ihle feed 1 r 1 % I i 1 i j D.B.' 65 `q I I 1 1 I l I ' ' ) Zoned: --4 1 1 1 1 1 I \ I I FM LENGTH FLOW OP HD FRICTION HD' HIGH PT LOW PT 1 STATIC HD TDH Pump Required I LOT 1-A 2,240.00 25.50 3.00 25.44 824.00 813.00 11.00 39.44 Zoeller 185 or Equal 1 1 LOT 15-A 735.00 25.50 3.00 8.35 824.00 786.00_ 38.00 49.35 Zoeller 185 or Equal LOT 16-A 805.00 25.83 2.00 9.14 824.00 790.00_ 34.00 45.14 Zoeller 185 or Equal LOT 17-A 1.050-00 25.50 3.00 11.92 828.00 800.00 28.00 42.92 Zoeller 185 or Equal LOT 18-A 1,185.00 25.83 2.00 13.46 832.00 806.00 26.00 41.46 Zoeller 185 or Equal ILOT 19-A 1,250.00 25.83 2.00 14.19 835.00 815.00 20.00 36.19 Zoeller 185 or Equal MOT 20-A 1,470.00 25.83 2.00 16.69 839.00 808.00 31.00 49.69 Zoeller 185 or Equal I LOT 21-A 1,650.00 25.50 3.00 18.74 841.00 812.00 29.00 50.74 Zoeller 185 or Equal LOT 22-A 1,675.00 25.50 3.00 19.02 846.00 818.00 28.00 50.02 Zoeller 185 or Equal LOT 23-A 1,880.00 28.44 2.00 21.35 845.00 818.00 27.00 50.35 Zoeller 185 or Equal LOT 24-A 1,790.00 28.44 2.00 20.33 848.00 828.00 20.00 42.33 Zoeller 185 or Equa LOT 25-A 2,060.00 29.52 2.00 •m 23.39 853.00 836.00 ;j y:p 42.3 Zoeller 185 or Equal N. , \ PUMP PERFORMANCE CURVEE + MODELS 185/4185-186J4188-188/4188189r4189-191 \ I 1 I 140 1 a.1)D , 1 TO- N, \\ uo I, / �/�./' s_ // la f/ 4/, WO gym_ �+ \ l I I I l 1 �- I 1 / +l'�`�\I\(l e + \ \ 1 + 1 I \ l 1 / I `- 1 /, L- Qm MNi. \ \\ \\ \ \ 1 ` ++ + I �1 (\ � .. '� ill/ 1� ,,\II), /,,,,,_-------- 1 50.7'713H�Iq- \ + 1 \ l I1 \ + l \ - 1 I `.•\1\\� / - 11 1 1 1 `` 1 \ \ \ I! L�' � .N\\�/� � a, .0 l \ 1 \ 1 1 1 y + 11 \ \ \ � � \ 1 !/1 / -- _ _ \ 1 1 1 \ I I / / - - m 1 1+ 1 1 1 1 1 v � v 1 1 1 / %� ���v �v 6. a C+�,�� 1 + + \ \ \ \ 1\ \ \\ N\ I ) ( N., ,-- - \ 7�pp\N \ , - "- '- 10 UT "- SWIM wM100 \ \ 1 11 \ \ \ \ \ \ \\ \ \ ` I /11 ✓/i --- - -`` \ N` \ 1 \ \ \ \ \\ \\\\ \\ \ I i / NEI Mil uvaa� d s o 40 n eo n ee w WO 11E do 11A 1b le \ \ \\ \ \\ \ \ \ \\\ \\ ` + I ; +- j/i' - - V 11TE0.5 P p t!G Ike >w .M NO 010 \ \ \ \ \ \\\\ \ \ \\\\` + \ v // \\ \N N\. •-_ 'g, PLOWPEA WIJTE ` \ \ \ \ \ \ \ \ \ \ \\\\ �' `q. 1 \ \ t \ , `. \ \ \ \ \\, \ \_- _ Wednesday, August 9, 2023 2:01:36 PM - Cobblestone FM-1 Rev 7-26-23-Sealed.pdf - Profile 1 - Microsoft Edge i k I '� nes HOMES a July 24, 2023 RE: 6997 Cobblefield Ln, Denver NC 28037, Lot 25- Authorization to Construct Greetings Mr. Robbie Phelps, The plans or evaluations attached to this application are to be used to issue an Authorization to Construct in accordance with G.S. 130A-335(a2), (a5)and (a6). Owner or owner's legal representative: Print name Eric Wood Signature: � �� Date:07/24/2023 236 Raceway Drive, Suite 7 Mooresville,NC 28117 Phone: 704.208.4251 nesthomes.com • I i 101F SOIL & FORESTRY SERVICES CIF THE CARCJI_INAS, PA www.soilandforestryservices.com Attached is a proposed design for a HPPBPS Septic System with low pressure distribution for a 4 bedroom single family residence at 6997 Cobblefield Ln Subdivision,Denver 28037,Catawba County,NC.PIN#: 460603127312 Contents: Page Information for the Installer 1 Design Information Layout Specifications - 2 System Tapsheet 3 Site Plan/System Plan -<G9 5-o it 4-5 Subdivision PlatTR-0/�Sc,--$- - 6 Profile Descriptions - - ---'— -- ��s — 71f 7 ,, Session Law IP Form - . €�,J 8 Septic Application A��>;� -= - a-234---- 0.0.- 9-10 Iti�I O,r N O RTH ***PROFEESIONAL ENGINEER REQUIRED TO PROVIDE DESIGN SPECIFICATIONS FOR EXISTING FORCE MAINS PRIOR TO ISSUANCE OF AUTHORIZATION TO CONSTRUCT. April 21,2023 Project#:21-0093 Design By: Soil&Forestry Services of the Carolinas,PA 1 INFORMATION FOR THE INSTALLER: The permit should be read very carefully prior to bidding. The following are details that must be considered along with all other considerations. - Tanks shall be approved by NC DHHS,and certification supplied by the manufacturer. - Tanks shall be water tested prior to installation. - The installer shall be responsible to the owner for placement of the tanks and to insure that final grades are returned to the original natural grade,with exception of added structural features. - The supply trench shall be compacted to eliminate cavities left during initial fill placement. - Installation of the system shall be during dry conditions in order to protect the soil structure. - All fittings shall be pressure rated fittings. - All joints shall be cleaned with PVC pipe cleaner and a heavy bodied glue applied to weld all joints. - Where required by the county health department,post installation inspections by the designer must be scheduled 5 week days in advance. - Trenches shall be carefully excavated so the bottom is within 2"from the highest to . the lowest points of elevation within the trench. If the bottom elevation needs adjusting after it has been trenched, it will be done by removing high points rather than filling low points. It is extremely important to insure that trenches are not over excavated during initial trenching. All fine grading within the trench will be hand done with a shovel. No loose material will be left in the trench - All pipe openings in the tanks shall be properly grouted. This also applies to the joints around the riser. - All tanks shall be properly back filled and compacted to prevent slump at a later date. - Earth dams,constructed of relatively impervious material,shall be installed at the beginning and end of each lateral. - No heavy equipment shall be used on the field during or after installation. The use of a small loader(i.e. Bobcat)or a trencher(i.e. Ditch Witch 2300/2310)may be used for installation. - Elevations at pinflag locations should be checked by the installer prior to beginning trenches. - Pumptank riser should be 6"above grade,control panel should be 12"above grade. - Septic tank riser shall be a minimum of 6" above finished grade. - System is specified as a HPPBPS installation with low pressure distribution. - Repair is specified as a HPPBPS installation with low pressure distribution. - Backfill 4-6" of material(County Approved)over panels,rake trench walls, lime side- walls, install trenches 24"wide and have no more than 1/4" fall in 10 feet. - Repair Supply line size,length and elevation head must be provided prior to AC - Repair is offsite on Lot 25A.Supply lines were installed per expired IP. 4 r 6997 COBBLEFIELD LANE Project#:21-0093 LAYOUT FOR 4 BEDROOM HOME April 21,2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM See Site Plan 5.7 104.3 100.00 INSTR. 1 HOUSE CNR 11.40 92.90 P.TANK 26.20 78.10 PRIMARY OFFSITE 25A l BLUE 3.40 100.90 20 20 2 YELLOW 3.90 100.40 37 37 3 ORANGE 4.60 99.70 61 61 4 RED 5.20 99.10 99 80 5 PINK 5.90 98.40 100 80 6 BLUE 6.30 98.00 97 80 7 YELLOW 7.00 97.30 95 80 8 ORANGE 7.50 96.80 95 95 9 RED 7.80 96.50 96 96 Total 700 629 SOIL LOW SIDE LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *System 320 0.250 MOD. 0.250 HPPBPS LOW 22" CONY. PRESSURE Repair 380 0.250 MOD. 0.250 HPPBPS LOW 22" CONY. PRESSURE Notes: **All septic lines and pits located via GPS and Tape Measure **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags 5 r LP HPPBPS TAPSHEET -6997 Cobblefield Ln SYSTEM Line# Color Elevation Length Hole Size Flow/hole Trench:Area Number of Panels 4 RED 99.1(1 80 0.156 0.41 160 18 5 PINK 98.40 80 0.156 0.41 160 18 6 BLUE 98.00 80 0.156 0.41 160 18 7 YELLOW 97.30 80 0.156 0.41 160 18 total feet = 320 gal/min= 29.52 72 Des.Flow 480 Pump Run= 8.78 soil LTAR 0.25 LTAR+5% 0.2625 LTAR with mod. 0.5 LTAR with mod..+5% 0.525 .156 equals 5/32 inch hole / _ t ti o ' 5). • - Q Q. ifi SY yt lo�o� _37VOS io. 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'llh11 !IF' IIII.a1 1 III'I =1 ll II}'11 I?.}iI 1 1'to Ita I €){!ill I,!111111. 4001 P li'-.III b! ItEIi EI ii!@ ill : fiti !}ti[at$ P� #;i $ii Docusign Envelope ID:BBA53C77-C111-4796-AD61-4A7F42782628 INSPECTION AND MAINTENANCE AGREEMENT STATE OF NORTH CAROLINA COUNTY OF Catawba This agreement is made and entered into this_30th_day of May , 2025_, by and between Century Communities Southeast LLC (hereinafter referred to as the"Owner") and_ Styron Solutions LLC/Tim Styron (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 IVa system under the Rules for Sanitary Sewage Collection, Treatment and Disposal found at 15A N.C.Administrative Code 18E; and WHEREAS, 15A N.C.Administrative Code 18E.1303 (b) 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 18E.1303 (b) 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 18E.1303 to manage a Type IVa 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 6997 Cobblefield Ln. Denver NC 28037 a)The contractor shall inspect the system at least at the frequency, required in Table XXXII of 15A N.C.Admin. Code 18E.1303 for a Type_IVa System. b)The Contractor shall perform the following routine maintenance procedures located under rule 15A NCAC 18E. 1304 and in accordance with the conditions of the Operation Permit: c)The Contractor shall report the results of its inspections to the local health department at the frequency specified in Table V(b) of 15A N.C.Administrative Code 18E.1303 for a Type _IVa System. d) If an inspection indicates the need for system repairs, the Contractor shall notify the local health department within 48 hours of the inspection. Docusign Envelope ID:BBA53C77-C111-4796-AD61-4A7F42782628 INSPECTION AND MAINTENANCE AGREEMENT e) The Contractor shall notify the Owner of needed repairs, which are outside of the scope of routine maintenance described in subparagraph (b) above.The Contractors 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. f) The Contractors shall employ or shall contract with a certified operator(s) if required by Table V(b) of 15A N.C.Admin. Code 18E.1303 for a Type_IVa_System. g) 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 the sum of$_650 per year for periodic inspections, routine maintenance procedures and periodic reports. The annual fee may be amended upon sixty(60) days advance notice to the Owner but may not be increased more than_5 percent per year.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_5_percent per month. b) Within_3_days of receipt of notice of needed repairs pursuant to paragraph 1.e. above, 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. 1 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. Docusign Envelope ID:BBA53C77-C111-4796-AD61-4A7F42782628 IV. a.48 21 10 All repairs and service calls will be billed time plus materials.We will provide an estimate prior making repairs.The service call rate is$250/hr. with a Max rate of$1500 per day INSPECTION AND MAINTENANCE AGREEMENT 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, the 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 within_21_days of receipt of notice of needed repairs pursuant to paragraph 1.e. above. 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 not terminate this Agreement without cause, but may 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 shall 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 18A.1961 to manage a Type IVa 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 Docusign Envelope ID:BBA53C77-C111-4796-AD61-4A7F42782628 Contractor shall at all times remain responsible for the performance of and payment for all work performed by all subcontractors. 21 IV. a. INSPECTION AND MAINTENANCE AGREEMENT 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: Century Communities Southeast LLC _7401 Carmel Executive Park Dr. Suite 310. Charlotte NC 28226 To the Contractor: Styron Solutions LLC 3330 Mintwood Dr. Mint Hill NC 28227 To the Local Health Department: Catawba County Environmental Health _25 Government Dr. Newton, NC 28658 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. notwithstanding the place of execution, or the order in which the signatures of the Parties are affixed. 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. Docusign Envelope ID:BBA53C77-C111-4796-AD61-4A7F42782628 INSPECTION AND MAINTENANCE AGREEMENT 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. 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. Signed:by: CSag Nwr nr-3779eca2ge,3 (Owner) Styron Solutions LLC 05/30/2025 5/31/2025 X Timothy Styron Timothy Styron Signed by.bbf2b752-b40d-4dd5-a66d-1db249b36c1c (Contractor)