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RBPR-06-2023-44708.tif
A UR-bL, ) )3• NN7IS ' sr"TE4;;; , ROY COOPER•Governor • 4 y. NC DEPARTMENT OF -� KODY H.KINSLEY•Secretary �` HUMAN SERVICES HELEN WOLSTENHOLME•Interim Deputy Secretary for Health r2.•* MARK T.BENTON•Assistant Secretary for Public Health Division of Public Health COMMON FORM FOR AUTHORIZED ON-SITE WASTEWATER EVALUATOR PERMIT OPTION FOR NON-ENGINEERED SYSTEMS See Instructions for Use in Appendix A Except for"Date received",this Section to be completed by the AOWE in accordance with G.S.130A-336.2 LHD USE ONLY: Initial submittal of this NOI received: by Date Initials PART 1: Notice of Intent to Construct(NOI)-Please check all that apply ❑■ Single System or ❑ Multiple Systems AND ❑■ New ❑Expansion ❑ Relocation of all or part of the Existing System ❑ Relocation of Repair Area ❑ Repair—LHD Permit Number ❑Repair—EOP/LSS COVID 19/AOWE Permit Number 1. Facility Owner's name: (Owner, Company Name, Utility, Partnership, Individual,etc.): Century Complete Mailing address: 9325 Center Lake Dr., Suite 160 City: Charlotte State: NC Zip: 28216 Telephone number: 704-488-1100 E-mail Address: katie.dyess@centurycommunities.com 2. Authorized On-Site Wastewater Evaluator(AOWE) name: Larry Thompson LSS License number: 1208 AOWE Certification number: 10016E Mailing address: PO Box 541 City: Midland State: NC Zip: 28107 Telephone number: 704-301-4881 E-mail Address: larry@thompsonenv.com 3. Licensed Geologist(LG)(if applicable) name: NSA License Number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 4. Proof of Errors and Omissions or other appropriate liability insurance for the following persons is attached that includes the name of the insurer, name of the insured and the effective dates of coverage: U AOWE ❑ LG 5. Property location (physical address,tax parcel identification number or subdivision lot, block number of the property to be permitted): 5234 Hall Street, Conover, NC 28613 (PIN: 373411659486) County Name: Catawba NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH LOCATION:5605 Six Forks Road,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/AFFIRMATIVE ACTION EMPLOYER AOWE Common Form LHD Reference: 6. Type of facility: ❑U Place of residence No. Bedrooms: 3 No. Occupants:6 ❑ Place of business Basis for flow calculation: ❑ Place of public assembly Basis for flow calculation: 7. Factors that would affect the wastewater load: Proposal is for domestic wastewater strength only. 8. Type and location of proposed wastewater system: Pump to accepted system located behind the residence. System classification Type Illb. 9. Design wastewater flow: 360 gpd Design wastewater strength: ❑■ domestic ❑ high strength ❑ industrial process(For high strength and industrial process wastewater,a Professional Engineer licensed in accordance with G.S.89C shall design the on-site wastewater system.) 10. A plat as defined in G.S. 130A-334(7a)is attached: ❑Yes ❑■ No A site plan as defined in G.S. 130A-334(13a)is attached: ❑U Yes ❑ No 11. Location of proposed or existing wells(drinking water,irrigation,geothermal,groundwater monitoring, sampling,etc.)and any potable and non-potable water conveyance lines is indicated on attached plans and complies with 15A NCAC 18A.1950: ❑■ Yes ❑ No This is a saprolite system. ❑Yes 0 No 12. Evaluation(s)of soil conditions and site features in accordance with G.S. 130A-335(a1)signed and sealed by a LSS is attached: ❑■ Yes ❑ No 13. Evaluation of geologic and hydrogeologic conditions signed and sealed by a LG is attached ❑Yes I NA 14. Proposed landscape,site, drainage, or soil modifications are attached: ❑Yes ■❑ NA Attestation by AOWE pursuant to G.S. 130A-336.2 Larry Thompson hereby attest that the information required to be included with Authorized On-Site Wastewater Evaluator(Print Name) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal,State,and local laws, regulations, rules and ordinances, and that the proposed system does not require a Professional Engineer, licensed in accordance with G.S.89C,and in accordance with 15A NCAC 18A.1938 activities determined to be engineering as determined by the North Carolina Board of Examiners for E rs urveyors. 06-20-23 Signature of hor' Wastewater aluator Dote wren self-submittal of NO!: I, hereby submit this NOI prepared by Print Nome of Owner Print Name of Licensed PE pursuant to G.S. 130A-336.1. Signature of Owner Dote DHHS/EHS/OSWP-AOWE COMMON FORM Updated April 2022 Page 2 of 6 AOWE Common Form LHD Reference: NOTES: LIABILITY: The Department,the Department's authorized agents,or local health departments shall have no liability for wastewater systems designed,constructed,and installed pursuant to an AOWE Permit Option!G.S.130A-336.2(f)) RIGHT OF ENTRY: The submittal of this Notice of Intent to Construct grants right of entry to the Local Health Department and the State to the referenced property. ISSUANCE OF BUILDING PERMIT: Once the LHD deems that the Notice of Intent to Construct is complete via signature in the section below,the owner may apply to the local permitting agency for a permit for electrical,plumbing,heating,air conditioning or other construction,location,or relocation activity under any provision of general or special law pursuant to G.S.130A-338. DHHS/EHS/OSWP—AOWE COMMON FORM Updated April2022 Page 3 of 6 AOWE Common Form LHD Reference: This section for Local Health Department use only. PART 2: LHD Completeness Review of the Notice of Intent to Construct "(c) Completeness Review for Notice of Intent to Construct.—The local health department shall determine whether the notice of intent to construct required pursuant to subsection(b)of this section is complete within five business days after receiving the notice of intent to construct.A determination of completeness means that the notice of intent to construct includes all of the required components.If the local health deportment determines that the notice of intent to construct is incomplete,the local health department shall notify the owner and list the information needed to complete the notice.The owner may then submit additional information to the local health department to cure the deficiencies in the initial notice. The local health department shall make a final determination as to whether the notice of intent to construct is complete within five business days after the department receives the additional information.If the local health department fails to act within any time period set out in this subsection,the owner may treat the failure to act as a determination of completeness. The owner shall be able to apply for the building permit for the project upon the decision of completeness of the notice of intent by the local health department or if the local health department fails to act within the five business day time period." The review for completeness of this Notice of Intent was conducted in accordance with G.S.130A-336.2(c). This NOI is determined to be: ❑ INCOMPLETE(If box is checked, Information in this section is required.) Based upon review of information submitted in Part 1,the following items are missing: Copies of this form listing missing items were sent to the AOWE and the Owner on Date via with directions to re-submit missing items using Page 5 of this form. Email,FAX,LISPS,hand-delivered Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Date ❑ COMPLETE(If box is checked,information in this section is required.) Based upon review of information submitted in Part 1 of this form,this NOI is deemed COMPLETE. Copies of this signed form were sent to the AOWE and the Owner on via Date Email,FAX,USPS,hand-delivered A copy of this NOI and tracking information was sent to the State on via Date Email,FAX,LISPS,hand-delivered Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Date DHHS/ENS/OSWP—AOWE COMMON FORM Updated April 2022 Page 4 of 6 AOWE Common Form LHD Reference: Re-submittal of NOI with missing items included This Section is for use by owner to submit items noted as missing during LHD Completeness Review above. Resubmittals must be accompanied by a cover letter from the AOWE. LHD USE ONLY: This NOI resubmittal received: by Dote Initials Item#from initial NOI Resubmittal description Attestation by AOWE certified in North Carolina pursuant to G.S. 130A-336.2 I, hereby attest that the information required to be included with Authorized On-Site Wastewater Evaluator(Print Name) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal,State, and local laws, regulations, rules,and ordinances. Signature of Authorized On-Site Wastewater Evaluator Date The section below is for Local Health Department use after submittal of items noted as missing above. LHD Follow-up Completeness Review of Notice of Intent to Construct This follow-up review for completeness of this Notice and Intent was conducted in accordance with G.S. 130A- 336.2(c). This NOI is determined to be: ❑ INCOMPLETE Based upon review of information submitted in the RESUBMITTAL above,this Notice of Intent remains INCOMPETE because the following items from Part 1 of this form remain missing: Copies of this signed form were sent to the AOWE and the Owner on via Date Email,FAX,USPS,Hand-delivered Print nome of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ❑ COMPLETE Based upon review of information submitted in the RESUBMITTAL above in addition to information provided in Part 1 of this form,this NOI is deemed complete. Copies of this signed form were sent to the AOWE and the Owner on via Date Email,FAX,LISPS,Hand-delivered A complete copy of this form with tracking information was sent to the State: via Date Email,FAX,USPS,hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date DHHS/EHS/OSWP—AOWE COMMON FORM Updated April 2022 Page 5 of 6 AOWE Common Form LHD Reference: PART 3: Authorization to Operate(ATO) Except for date received,the Section below is to be completed by the Owner. LHD USE ONLY: Initial submittal of request for ATO received: by Date Initials Date of Post-construction Conference: T The following items are included in this submittal for an Authorization to Operate under an AOWE permit: 1. Signed and sealed copy of the AOWE's report that includes the information in G.S. 130A-336.2(k) ❑Yes ❑ No 2. Operation and management program ❑Yes ❑ No 3. Fee (as applicable) ❑Yes ❑ No 4. Notarized letter documenting Owner's acceptance of the system from the AOWE ❑Yes ❑ No 5. On-site Wastewater Contractor name: License number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 6. Proof of Errors and Omissions or other appropriate liability insurance for the On-site Wastewater Contractor is attached and includes the name of the insurer, name of the insured,and the effective dates of coverage. ❑Yes ❑ No Attestation by the Owner for Authorization to Operate I, hereby attest that all items indicated above have been provided to the Print name of Owner County LHD and the system shall meet applicable federal,State,and local laws, regulations, rules,and ordinances. Signature of Owner Date This section for LND Use Only. LHD Review of required information for the ATO ❑ INCOMPLETE Based upon review of information submitted in the Section above, the following items are missing from the information required for an Authorization to Operate for an AOWE permit: Copies of this signed form were sent to the AOWE and the Owner on via Date Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ❑ COMPLETE Based upon review of information submitted in the Section above,this Authorization to Operate is hereby issued in accordance with G.S. 130A-336.2(m). A copy of this complete NOI/ATO with tracking information was sent to the State on via Date Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ISSUANCE OF CERTIFICATE OF OCCUPANCY: Once the LHD determines completeness based upon the ATO submission,the owner may apply to the local permitting agency for permanent electrical service to o residence,place of business or place of public assembly pursuant to G.S.130A-339. DHHS/EHS/OSWP—AOWE COMMON FORM Updated April 2022 Page 6 of 6 AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT NO. 1-13 PHASE PARCEL ID: STREET ADDRESS: Spring Farms Subdivision Conover, NC 28613 Please print: Property Owner: Century Complete Property Owner: The undersigned, registered property owners of the above noted property, do hereby authorize Larry Thompson, LSS of Thompson Environmental Consulting, Inc. (Contractor/ Agent) (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property above): 9325 Center Lake Dr., Suite 160, Charlotte, NC 28216 Telephone: 704-488-1100 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. The LSS/LG evaluation(s) attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2) and (a3). The plans or evaluations attached to this application are to be used to issue a Construction Authorization in accordance with G.S. 130A-335(a2), (a5)and (a6). Owner Signature: Owner Signature: Date: Apr 19,2023 Date: ACoRIJ CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 9/7/2022 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 NAMEACT David Vaughan Higginbotham Insurance Agency, Inc. PHONE FAX 500 W. 13th Street (A/C.No.Eat): 9187797880 tA/c,No):817-882-9284 Fort Worth TX 76102 ADDRESS: dlvlrtc�higginbotham.net INSURER(S)AFFORDING COVERAGE NAIC# License#:2081754 INSURER A:Mid-Continent Casualty Company 23418 INSURED THOMENV-01 INSURER B:Hartford Underwriters Insurance Company 30104 Thompson Environmental Consulting, Inc. PO Box 541 INSURER C: Midland NC 28107-0541 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1600075032 REVISION NUMBER: TI-IIS 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MMIDD/YYYY) A X COMMERCIAL GENERAL LIABILITY 04-GL-001086672 9/25/2022 9/25/2023 EACH OCCURRENCE $1,000,000 DAMAGE TO CLAIMS-MADE X OCCUR PREMISES(EaENTED occurrence) $100,000 X Professional MED EXP(Any one person) $Excluded PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $3,000,000 POLICY PRO-JECT LOC PRODUCTS-COMP/OP AGG $3,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY _ AUTOS ONLY (Per accident) UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION 38WECNW6175 10/17/2022 10/17/2023 x AND EMPLOYERS'LIABILITY STATUTE OTH- ER Y N ANYPROPRIETORIPARTNER/EXECUTIVE N N/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS(VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) 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. For Informational Purposes AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Residential Subsurface Wastewater Treatment and Disposal System AOWE Repair Permit for Lot 7 Spring Farms 5234 Hall Street Conover, NC 28613 Tax Parcel Number: 373411659486 June 20, 2023 Prepared for: [, D SOit SC/ c � tHOMA / ST Century Complete 4/. 9325 Center Lake Dr., Suite 160 44/ �' ~ °� Charlotte, NC 28216 Ef� t,Eff 'I� 704-488-110044. Prepared by: Larry Thompson, REHS, LSS +��•, Thompson Environmental Consulting, Inc. •4';• •'•. PO Box 541 Q coocalian •Number Midland, NC 28107-0541 = Z 1. � '10016E Phone: 704-301-4881 • larry@thompsonenv.com _ ••' 1 LuA1 Lot 7-Spring Farms Project Specifics Century Complete has contracted with Thompson Environmental Consulting, Inc. (TEC) to prepare an AOWE septic permit package for a new 3-bedroom single-family residence to be located at Lot 7 - Spring Farms, 5234 Hall Street, Conover, North Carolina (Catawba County Parcel Number: 373411659486). Based upon a soil and site evaluation performed by TEC, it was determined that a sufficient amount of"Provisionally Suitable" Group IV soils are available for the installation and repair, of a Pump-To Accepted System for a 360 gallon-per-day residence at a 0.3 GPD/sq/ft long-term acceptance rate (LTAR). The property will be served public water. The LSS/LG evaluation(s) attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2) and (a3), and the plans or evaluations attached to this application are to be used to issue a Construction Authorization in accordance with G.S. 130A-335(a2), (a5) and (a6). Location From Hickory, take Springs Street to Hall Street. Turn left onto Hall Street and the lot will be located on the left at the corner of Springs Road and Hall Street. References Laws and Rules for Sewage Treatment and Disposal Systems, 15A NCAC 18A, Section .1900, Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section, April 1, 2017.. Accepted Wastewater System No. AWWS-2005-02-R6; North Carolina Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section, August 21, 2015. Primary Investigator's Credentials NC Registered Sanitarian No. 1208 NC Licensed Soil Scientist No. 1287 NC Authorized Onsite Wastewater Evaluator No. 10016E SC Certified Professional Soil Classifier No. 111 NC Subsurface Septic System Operator No. 22199 NC Grade IV Wastewater System Installer No. 1762 NC Certified Wastewater System Inspector No. 17621 Lot 7-Spring Farms Plans and Specifications A. Septic Tank 1. The septic tank shall be State approved (Section .1953 of 15A NCAC 18A), watertight, structurally sound, and 1,000 gallons in capacity. 2. The septic tank shall be fitted with an approved effluent filter. 3. It is the responsibility of the septic contractor to thoroughly inspect the septic tank prior to accepting delivery to assure that the tanks have had time to properly cure and are free of cracks or other structural deficiencies. B. Pump Tank 1. The pump tank shall be State approved, of one-piece construction, watertight, structurally sound and 1,000 gallons in capacity. Again, it is the responsibility of the septic tank contractor to thoroughly inspect each pump tank prior to accepting delivery. 2. All pipe penetrations into the tank shall be booted (i.e., C-293 boot with a stainless-steel strap). 3. The pump tank shall have access risers that extend, at a minimum, 6 inches above finished grade and must have less than 36 inches of fill over its top once finished grade has been established (a reinforced concrete tank will be required if finished soil cover is 36 inches or greater in depth). 4. The pump and alarm controls shall be provided with manual circuit disconnects within a watertight, corrosion-resistant, Nema 4x-rated control panel. Pump and float control wiring should be long enough to reach from the tank to the control panel without splicing, routed through wire conduit, and sealed at the openings within the pump tank as well as the control panel enclosure. It is paramount that the conduit is properly sealed to prevent the escape of flammable gases from the pump tank. Furthermore, there must be two electrical circuits for the pump tank controls: one for the pump and one for the alarm controls. 5. Panel and control equipment shall include lightning protection, be protected from unauthorized access, and always remain accessible to the system operator. 6. The pump removal system will be via a pump tether made of nylon rope or its equivalent. The tether material should be resistant to mildew and rot. C. Pipe, Fittings and Supply Line 1. All discharge piping, connectors, and supply lines should be made of SCH 40 PVC and fitted with pressure-rated couplings. 2. All joints must be properly "welded" utilizing the appropriate PVC cement for each application. 3. Supply line shall be constructed of 2-inch SCH 40 PVC pipe with pressure fittings. D. Distribution Method 1. The drainlines will be fed via a distribution box. _ I Lot 7-Spring Farms 2. Distribution box shall be water tested at the time of the final inspection E. Drainfield Installation 1. The drainfield has been previously laid out on-site utilizing metal stemmed flags. The property owner/builder should mark this area and isolate it as much as possible from construction traffic 2. Under no circumstances shall any construction take place within the drainfield area while the soil is in a wet condition. 3. The specified system is an accepted wastewater system, specifically the Infiltrator Quick 4 chamber system or any other system with a state-approved 25% reduction in required drainline length. 4. The drainfield consists of five (5) lateral trenches that form three (3) drainlines= (1) 3-foot wide by 45-ft long serial fed to a (1) 3-ft wide by 55-ft long, (1) 3-ft wide by 100-ft long, (1) 3-ft wide by 90-ft long serial fed to (1) 3-ft wide by 10-ft long trench. Total trench length is 300 feet. 5. The maximum trench depth for this system shall be 18 inches. 6. The laterals are to be installed on contour with the land, keeping the individual trench bottoms level from beginning to end. 7. The trenches should be left open for the final inspection by the health department. F. Final Landscaping 1. The final soil cover over the drainfield shall be a minimum of 6 inches deep. The drainfield shall be shaped to shed rainwater and be free from low spots. 2. The drainfield area should be planted with grass as soon as possible to prevent erosion. The soil should be properly tilled, limed (if necessary) and fertilized prior to planting. After applying grass seed, the area should be heavily mulched with straw or other suitable material. Maintenance G. In General 1. The homeowner must maintain the drainfield area through periodic mowing. The drainfield must not be allowed to become overgrown. 2. The septic tank should be pumped every 4 years or when the solids within the septic tank reach an elevation equivalent to 25 percent of the tank's volume. In some situations, the tanks may need to be pumped more frequently. If using a garbage disposal, it is recommended that the homeowner has the septic and pump tanks cleaned out annually. 3. When cleaning the effluent filter, the filter should be removed, and the accumulated debris will be washed back into the septic tank—not onto the lawn. 4. Any damp areas, leakages, or malfunctions in the drainfield area should be addressed immediately. 5. Divert gutter downspouts and surface water runoff away from the septic and pump tanks. Lot 7-Spring Farms Design Specifics Daily Design Flow: 360 GPD—3 bedroom house Septic Tank Size: 1,000 Gallons (minimum) Pump Tank Size: 1,000 Gallons (minimum) Pump Requirements: 25 GPM at 10-ft TDH Recommended Pump: Liberty FL30 Dosing Volume: 180 Gallons Pump Run Time: 7.2 Minutes Pump Tank Drawdown: 8.57 Inches Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: Accepted (25% Reduction) Distribution Method: Distribution Box Number of Drainlines (1) 3-ft Wide x 45-ft Long Serial fed to 3-ft Wide x 55- ft Long line (1) 3-ft Wide x 100-ft Long (1) 3-ft Wide x 90-ft Long Serial fed to 3-ft Wide x 10- ft Long line Total Trench Length: 300 Linear Feet Maximum Trench Depth: 18 Inches Soil Cover Requirement: 6 Inches Repair Option Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: Accepted 25% Reduction Required Linear Footage: 300 Linear Feet Lot 7-Spring Farms Available Linear Footage: 348 Linear Feet Maximum Trench Depth: 18 Inches Soil Cover Requirement: 6 Inches 4(1.6c r rat c 1üf 7 ,„:,,t,\„ .:, e, . La' 1 ,� , 4 ,-7, fe Irv' go ' ,,,,o,.....m , IS rod lb 1 ; N in a- -o ,y dOX Y. 1.-- kRell,s . . 0 1 I als'I® VQ-- -/Q-Z Pe v.) z.:--) v: - 1,"' ' 34)tdAAA L 1 ----L. `b '° oo C ?u.n,t91auk • ...) Iwoyd 66r)c 16..ik_k_ e7----'6.:4'i- --/go. _ i 4 i ''' "1i , .S P«Ifi S .cl Thompson Environmental Consulting,Inc. Sheet I of p� PO Box 541 PROPERTY ID#:373 a$ln Midland,NC 28107 COS: cea SOIL/SITE EVALUATION , for ON-SITE WASTEWATER SYSTEM qi.Ks 1r-7 ADDREOWNER.SS: �J DATE EVALUATED: 3 PROPOSED FACILITY: s k),L PROPOSED DESILOW 1949):N•;) PROPERTY SIZE: LOCATION OF SITE: 5a:Y Hill 9f. PROPERTY RECORDED: WATER SUPPLY: 0 Private C14fublic ❑Well 0 Spring Li Other EVALUATION METHOD: a Auger Boring ❑Pit ❑Cut TYPE OF WASTEWATER: 0 Sewage Cdustrial Process 0 Mixed s s / ► s P R SOIL MORPHOLOGY OTHER 0 (.1941) PROFILE FACTORS 1 .1940 E LANDSCAPE HORIZON POSITION/ DEPTH 1942 PROFILE s SLOPE% ON') .1941 .1941 SOIL •1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR do LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ L u Q.,--:g .../it friLs' v (--) . . tt is cv W4 0,3 . . e,5e-., ',04,1 6Z 4* c' iff ' y c 5 2 L3q( 3 . , • ol 5615bk. f,Kgsp L y e;.- ? S e- s(lk -bs5,sve t F 1) 3 ?-- C4eig 39 0/3 4 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): -' .irt11 I1/4 SITE CLASSIFICATION(.1948): •COVI S :Atr,il. 1 1L";.A.N. Available Space(.1945) PS PS 'S 4OMA EVALUATED BY: r► i j 0 A( � 7 ,, O systemType(s) Accepted Accepteds '<.;• P P OTHER(S)PRESENT: 1 i�,r/.r� �I,1�r, 1[��.: or V,pg'� tit'SiteLTAR. 0,3 0.3 L. Thompson, LSS - • 1'e.1 4"y-' COMMENTS: r .�r t,iiie•-7-& - Updated Febnary 2014 s- ► ci � CleAtelli Thompson Environmental Consulting, Inc Location: Lot 7-Spring Farms PO Box 541 Midland, NC 28107-0541 Date: June 20,2023 g .s a Y I �° X E• 4 vr . • a PI ..... il . 4 ' -. .. ) . a im o - i › eei- • RI + o cv , g wiiJ h] .y • _ _ a , I da V irg .s. xo _1:1 y •• xcu V xfir__ a • . Yf. o • U 2 a w "4 - -mA -.1 :. W MI a . C _ 1 y+ a F.N C. u / 0a. a • o -A 0 a p \ • F4 0 a V "1' a E.. .a a c. IiliØj Pum s p A Family and Employee Owned Company Pump Specification FL3O- Series - :� 1/3 HP Submersible Effluent Pumps LITERS PER MINUTE ,' �', ` 0 50 100 150 200 ► 1'I� ` 25 I ! t I � — 7 20 — 6 — 5 15 w F— ~ w w w z — 4 z w a = w = J -J I-- 0 O2 10 - - 3 — 2 5 — 1 0 - 0 0 10 20 30 40 50 60 GALLONS PER MINUTE Copyright®Liberty Pumps,Inc.2019 Alf rights reserved. Specifications subject to change without notice. FL30-Series P1 R9/27/2019 7000 Apple Tree Avenue Bergen NY 14416 5 Phone 800-543-2550 1 Fax 585-494-1839 5 Email Liberty@LibertyPumps.com S Web www.LibertyPumps.com FL30-Series Dimensional Data 1-1/2" NPT DISCHARGE _1 FLANGE I i `� [251 m m] \ 9.87in 1`' ILL '�;_ Vi cit50 v Aiiiie ii� =-11' li ��iii�► 1 �„in,l► i , [288mm]1 1.3in [242mm] 1 [215mrn] I9.5in 8.5in /I_I�I 1 %0101 I _ 3 8in I V / 1 1 I, libe ,ll Pumps PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS SOLE PROPERTY OF LIBERTY PUM SEANY REPRODUCTION DWG.NO. FL30 SERIES DIMENSIONAL IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF UBERTY PUMPS SUE DATE: RA IS PROHIBITED. APPLICATION DO NOT SCALE DRAWING SCALE I:+ !WEIGHT: LBS !WEE,'a 1 Copyright©Liberty Pumps,Inc.2079 All rights reserved. Specifications subject to change without notice. FL30-Series P2 R9/27/2019 7000 Apple Tree Avenue Bergen NY 14476 il Phone 800-543-2550 N Fax 585-494-1839 • Email Liberty@LibertyPumps.com a Web www.libertyPumps.com Tai 1fri1ck4 STANDARD CHAMBER 52" Quick4 Standard Chamber — 48„ (EFFECTIVE LENGTH) is 12" B„ i 1111111111111illailllillli 34„ SIDE VIEW SECTION VIEW MultiPort End Cap 1WP 12" v� ir . � (.., to 16 � K � 4. ��� .... .► - �34" SIDE VIEW TOP VIEW FRONT VIEW 0uick4 Standard Chamber Nominal Specifications MultiPort End Cap Nominal Specifications Size(WxLxH) 34"x52"x12" Size (WxLxH) 34"x16"x12" Effective Length 48" Invert Height 8" or 1.25" Invert Height 8" INFILTRATOR SYSTEMS.INC.STANDARD LIMITED WARRANTY (a)The structural integrity of each chamber.end plate.wedge and other accessory manufactured by Infiltrator("Units").when installed and operated In a Ieechfeid of en onsite septic system in accordance with IMttrator's instructions,Is warranted to the original purchaser('Holder)against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units;provided,however that it a septic permit is not required H s notify law,the warranty ptrbd for beginto upon the dates I Ol Installation the septic system(teen commences. I N FI LTRATD R o To exercise tts warranty rights.Holder must Infiltrator in writing at its Corporate Headquarters In Odd Saybrook,Connecticut within fifteen(15) days of the alleged defect.Infiltrator we supply replacement Units far Units determined by Inikretor to be covered by this United Warranty. i Infiltrators labitty specifically excludes the cost of removal and/or instalation of the Units, R (b)THE UMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH(a)ARE EXCLUSIVE.THERE ARE NO OTHER WARRANTIES WITH RESPECT SYSTEMS INC TO THE UNITS,INCLUDING NO IMPUED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. )ci This limbed Warranty shall be void 1I any part of the chamber system is manufactured by anyone other than Infiltrator The Limited Warranty does not extend to Incidental,consequential,special or indirect damages.Infiltrator shall not be table for penalties or liquidated damages.Including loss of Environmental Onsite Wastewater Solutions=" production and profits.labor and materials,overhead costs,or other losses or expanses incurred by the Holder or any third parry Specifically excluded from United Warranty coverage ere damage to the Units duo to ordinary wear and tear,alteration.accident,misuse abuse or neglect of the Units;the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation Instructions:failure to maintain the 6 Business Park Road • P.O. Box 768 mbdeurt wound covers set forth h the Irnstallaoc r Instructions:the placement of Improper materials Into the system containing the Units;failure of the Units or the septic system due to improper siting or Improper sizing.excessive water usage.improper grease disposal,or improper operation;or Old Saybrook, CT 06475 any other event not caused by Infiltrator.The Limited Warranty shall be void if the Holder falls to campy limited at of the terms set forth in this 860-577-7000• FAX 860-577-7001 rranty Further.In no event shall Infiltrator be responsible for any loss or damage to the.Holder,the Units.or any third party resulting torn installation or ship; 800-221-4436 errant,or from any product lability claims of Holder or any third party. For this Limited Warranty to apply,the Unfits must be Installed In accordance with all site conditions required by state and local codes;all other applicable laws;and Irrftrtrtore installation Instructions. (d)No representative of Infiltrator has the authority to change or extend this limited Warranty No warranty apples to any party other than the oriol nal Holder. The above represents the Standard United Warranty offered by Infiltrator A embed cumber of states and counties have different warranty require- ments.Any purchaser of Units should confect Infiltrator's Corporate Headquarters In Old Saybrook.Connecticut.prior to such purchase.to obtain e copy of the applicable warranty,and should carefully read that warranty prior to the purchase of Units. U.S.Patents:4,759,661;5,017,041;5,156,488;5.338,017;5,401,116;5,401,459;5,511,903;5,716,163;5,588,778;5,839,844 /Iv Canadian Patents:1,329,959;2,004,564 Other patents pending. It Infiltrator,Equalizer and SideWinder are registered trademarks of Infiltrator Systems Inc.Ingttrator is a registered trademark in France.Infiltrator Systems Inc. Is a registered trademark in Mexico.Contour,Contour Swivel Connection,MIcroLeaching,Payne!,SnapLock.ChamberSpacer,PosiLock,QuickCut,QuickPlay RECYCLED PAPER and Quick4 we trademarks of Infiltrator Systems Inc.0 2003 Infiltrator Systems Inc.Printed in U.S.A. Q011203HP-0 Flood Hazard Area Certificate Accrd0y to mopping pro.00d by the redrel Emergency Mn°gent Agency old Q MN Do.Rd Mown red GO.Flood Nwronr Rote Map(ttt o)Pore.J7J4 Cat.be / $ Counts Hart*Cantata effect.doled Sitwnbr x 4 Ina pporry Mo. d 1. $ S P6 n It H.N rowan hot located. a wick)/bed hors.one.the prop.,N nsey I Pt .law M woo*Ora.'7« X-able area.:Arese detwmwed b«outs. I / $ b tO.0Sshew Seon.* ageis,mairs. noo,pl°w woo.outride I.lun continent it mood I/` , Watershed Certificate: J SITE to Me cost a my Flaw..MN pal coos not IN wiMw a rots /// forabq Silo supply a t 00 yyropnn an the ft...P otcetw, / , i DO- (r Mae of Galore:Co...North Coro.. £nvhonmentol Health Approval 01 SUDdMNslon Plat p This final plot and lob shown how been approved by Inc __ /I d N Environmental Health division of Ms Cotowbo County '•�L ji Deportment of Publk Heath. 5.L.r► •1 ( Vicinity Map (NTS) gl/liti /9 i 9'/lt drT /; y� Notice Environmental Hann Se...w Design« Dote .7 S9y 4 .A I ,`e� _f' •Preprty subject ro any«»m«b one MON Of KY n recce d�', I `p' and all NCDO ammnb and rights of cos d ` �• s Ma survey b with of to y facts that may low dlecrane by a 9 R�4d I./ •$o NZ) Nu and acwrole tithe search. Approval • Certificate for 01 p�qP�0 / A. Major Subdivision Plot •f^N survey plat ob.not.Flow any nrecr./e,.mfw,r ,,, ,a,• t unwritten easements, it,?.suns r other encumbrances wen 5P This final plat and Me street names shown burdens could exist on MO propel and not appear n fhle plat ¢ hove been found to comply with the Accr'degy users of MI Plat aie wormed!a renow art for Me Non-crew ooeA.0 eid Lp •/ �• 'Q$ ,P a 9r'J Suadivieen Re9.6One of COMnba Cwny existence of such unrecorded Our..not shown hren. Ht'b,Me Rood«Let 7 F /I '• � `�h ® Moaning Director or hb/hr designee.AM •THe aoba Norlgctlan Satellite System(cures)was used la \ • [esw,wrN p.. Oros.,utilities ast Oon required Perform to 9«01.101 p«Itfneg accuracy standard.. ort 1 /�. 9. J QT to 000cmnll 0 been 0 lolled...Rent standees far geodetic networks at the 95R confidence accuracy / '.d.. `R to Pacification.and standards,r o ltooMgun(95X<confidence)using root r:++e kinematic The 10•a 70• ••• y N 1, guarani«of the NsroabOn of fed Mlloweg Nf..U.was use* Sight r, 'f `{�; required improvemnh n omonf old •t� a N �' maim satisfactory l Catawba Count'h« L led Bonbon of an that this map was drawn under my •w• �I N Ned" "Tr �N `�• been n/in Th4 plot Ia°pproWd far supdNsln eom nfud 0 0 suety mwe under my supervision )� d L h DA't ,„ 'aJ °°�6 J, 4 • recording in Me Ofrww a the Register W rod Me bV°wNg Nfrmotbn was used Ip perform the survey •0 w 7� �J't 01, Deeds f Catawba County Ithln sixty(80) Qu N ^` • 4x days al oaf)of th Sul, ass al Sunny CLASS AA 11id/1 4 �• N Ti® vA ; •y�.' /.( 1 f Poallbnd Accuracy 0.0.7' fr 61;P p N. au °lob s'J 'V"E Y_.'f 3,,.1/22 roe°I GPS Field Procedure Rirr le' '� alb V1 v •s .�' N Director of Pion r Design« Doe Dates of Survey 1212/2021-8/8/2022 IP� • 11 8• h Q O •„`A�i Datum/£Pan:NA083(2011) 1 T+�-O .0; '... lob e,�. I Pubflahw/Flxw-Crowd OW YRS IVM�I ,1 q `� N�� 5b.o�p� 3 '' ry6�o� "t CGEOIDomb Modal:tole 'F`� 0 4 Crnbhed Grid Fxln 0.99987076 ` �'g, �®..; 4 • k' LMttw•US Surrey Feet '_`�,Q( e .a a ';�.Za y e $ •Aroa determined by coordinate computations. 11 \ 1 . t. At. • ` •No NGS r NCCS Hodl,miss'Moumnt found./this 2,000 i o +I' Cloy. •H. Propst, Jr, -lodd• foal of me airs 8.e e r • ;.M to COteYine E. Propst , I nl'-15 c Judy P. Stevens •LOK.)to be served by city eager rod molded.ptk. 1 1 9. 0e' 82 iota - � 04 Q terph Ann P. Blodgett •Properly reds wiMN N,R f n kwbra e+atrkf. I. 9e. • 392' D.B. 1788, Pp. f rob . proximity a Deg. 1 11�10 9, • 73'GO 73 E �• •Lsues r underground 1 IOn 1pl S 1� 2� •Red magi.,frees panted no tare Mn 50 h.f within Me '• 4A'io Note.' r1phl-of-way rod comply with NO707.04W/ion guide . OW. Contour Gnu on scaled from x; E. 1 fig U.I^"N 15p0413 E 3yssw Catawba CIS webs/to. •There N.to'moraye and utpfly sa.emnt Deng an 1°f G. _` - 81 rp1'la ® In •rota humor of tote rJ 9/d64_,.In I V p I Ted M,BMDer, n 001 Mot this map was drown ands my E«.more LR m+� 1 d tEy, supervise.from n actual whey mods under my supervision 11 ±, IS•0d Orlveway I00 o.'13 E 15.4rm e ?_F1(in. plot o description recorded i,r e Book N J736, .io of a«,d.e. \ di 'PIN IW"-73 DD® i.�! Ov That Ins patl meet/Me n.auYMnMf Of as 17-.1G!rWlhr a,_ 1`•iL crfify Ma!sub sot run r«Lee a Oat H,.rn of Ind wIMN the ',w 3 « f a<wnfy r mucrnklt sty Cher hoe n odwnce foot N\ Ari.Ifi(><In IN',10101 •SC 3 r.getot«one,,of Ind • o a' • ly,.furs O.1 E 2g/.45 AO A WM..MN my rig.,slgnarurw registration Flumes and 4 e..ani.al Inc, ,0 13© 1� = Y .a InN 19 0/August 2022 A.0. a 8. N y R 1/ �i,t�lr 404. `1 1' sup C Ing4 1'00 .q a5' / :0...1`,r,1!1'¢'` t 1ls .o°D�42 red id.ensee4 NC 58s i-Jr75 = bp,.7;, 41■ Nc '"grits E firm License/c-i58e t i 1' 1 11 a N 11(1, f L-3175 �l 1 .* ® - 5 �.,o Nn-.cos easene N .,1 \ OS°, Area '�' '..:.sr'd'.:wMRv'1�".•q j none the VW One.4 ` h n 0 Grp • arwray 1110' '•:.;)N.1..�.,N,••• Hop Sb0a n Lot 1 Tr„... Including 0.21 Aare/n R/W h tormnf Ua/es otherwise Ndkat.oil distance*Moen re ••••• q h�ntaground distances. To convert la grid Ir. 0 RCP �•1 .{ ''I distance .,Rly Me ground distance by the I 1 e Watt VaMs�t"l`L• 1! 0an10Ywd fool., Roc,2'OR ��_J14�'I�-a-- W \ Review Officer Certificate E► y•0.8: o o N. State of North Carolina S 86'30 J�_ County of Catawba S.R. 1513 )Y a in Drive Q3• L l�S0d1that�-wenT R...ofxr Catawba Legend v-- 11 Ij/W P.& ee 1RD \ aler.e certify O l tatut mop taw plot to mete which recc ...Mallon l/ CAPS ON MONUMENTS SET CONTAIN!NE � \1 ♦ a /s • SURVEYORS NAVE AND LICENSE NUMBER, \ 1 \ •. Z 4./// L j O IRS............ I/2'IRON ROD SET Wit*YELLOW CAP \ 1 T; / iYM /._12r4 _ !fl'i •LIP............Ea5HN0 IRCW PIPE AS SHOWN Re•iw Oleo Oar •DR............EXISTING IRON ROD AS SHOWN lot 1 1 X CP............COmPuTED PO/M P.B. 66, Pg. 85 y Coon. Soaring d.t<no, Ownership do Dedication Certificate `b• ,5 1.1. 10T.9�' N:74•1 ,__IS1 Ff.................. LmurYPOLE z for Corporations, LLCs or Non-profits o S. N seivs.� .i.e� ¢...................FIRE HYDRANT I Tea IrfWy that b am(we Dew)MI°.Fleet/1 et rune praarly r.,y e H:.n.5,• I t7.1 •...................WATER ED REDE O' dnrked urea,which p nitth ie hocared.now fed aced.. . N.o •5. 4.gut •...................PROPOSED MOLE TREE it Z. reg.on fret..of Catawba County Mr I.OI Iro•e,eaapt N N B •W PIN............PARCEL IDENTIFICATION NUMBER li r this pt.of oon 00 n end GOicate la pubde use all areas shown a• -- -•--}- I-- RCP...........REINFORCED CONCRETE PIPE i n this pot sin w.frs•N,on•1w.°Wed pane,°pro•Roca and a y N • Sxl S0.'FT N,aacpf show specs!our in•tafol es prlrolw d Tot 1 Q Ls N 52733. 5)t.5' FP.............EDGE OF PAYLNENI a� (w)wed mawtow ev awl,run..,ell fro.over of deaecalfan b Te• il LIO N 1 St.9' N/r...........NOW OR FORMERLY ++ col«Sy.gereprlob Public wlnwity All Proprly Mown ll N! I • 73.1'•' P fhb IPA dedrared for a pupk us.,sno11 be lamed to b. �{ LI sI S'JF'0 k ',ro o dedicated b any otnr p y 0 use wthar/N ey N•urn wa y Lt N♦205'2 66 ••• LINE SAWYER °Mrs used Is,pprov a by Colombo County s -L`1Qy ry{ '1'2}p)° 1]1�7 ' iIE LINE SURVEYED r' i(( M.Peg Ass it*Wed Only Lie S 67.2 4' 37. (T.�� r -----LINE NOT SURVEYED G Nrne a1 I e-' mlU �R1GM-OF-WAY UNE S. , Cow Radius Length Chant CIwr1 Boor. -OE-OKRHCAD UTIlIY LINE HIML604.40fitt 6 f 1Z CI 179,4a 190.44• 131 64' N 670W5ea W Noss: By(Pr.Mde+t'.wp,0tr.) to B0 0 B0 160 240 Individual driveway easements an A4 -Im-m III 10.wide and extend front Centerline /2" GRAPHIC SCALE - FEET 1" - BD' Of road to 10'post VW line as shorn. I Afloat(Secretary try Mgnstun) oats Mojoi Subdivision of Seared Mlvewoy easement,an 20•wide 10'on each elde of property a Notary Spring Farms line and.lend ROM the Centerline VS'EIS Nrth crake Come.County of rood to 20'post Rf/W line.as shown. T N° 411etISM 8,menet-tm.a Ir yPowk eat* t* Clines Township, Catawba County, NC �0 Owners of Record: MartinRay Holding, LLC minty end slab do honey rrlly Mot B.3t,tr $I�Ie�B�w flta./' MtCLaLBF ry Deed Reference: D.B. 3736, Pg. 782 g�y� u.ai.°ramie r007 app.. 0 wdN..o n;w neday'N 0.04.g: Npr5Ry deft, Plot Reference: N/A/-/'-•y Zoning 'R PIN: 3734-1175-2255 Prolwly Surveying lned.6Coony ZONING R-20(Caton00Courtly) wnesemy fo n drod°m'w "° , 02 Air7L16d Job Number:2111380S3 .OW0 (3111380.CRD) sne1989 Murdw8 Setbacks MN M.�µ Sy of (/A2ZF 202A .' Field Work: 12-2-2021 630 SIGNAL HILL DRIVE'EXT.,STATESVLV NC 29e25 abet- ' PHONE e) Side- 13' t crJn�' Plat Dote: 8-29-2022 www.boondory evalopment.com Re.- JO' fi A4J Ie,ei,t s ('!C1 •r co io .mw �JpLh-0.2517..1. Drown By: WSR FILED Sep08.2022 1 am BOOK 000H CATAWBA COUNTY NC I ■/`tt,A'1 PACE 0197 DONNA HICKS SPENCER 8.Li .mla REGISTER OF DEEDS INST s 19520 Catawba County Environmental Health 6fl SQ�*GS 45 t�61 •4490 05) •4484 •4478 60 r r� r r •5243 150., N'� N co ■ ■ 8 7 94 ply 336,49 10\ 1p8 9l 0 114.: •5228 •5231 3"%b 48 ■ Parcel: 373411659486, 4478 SPRINGS RD 1 in=50ft CONOVER, 28613 This map/report product was prepared from the Catawba County,NC Geospatial Information Services. Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user.The County of Catawba,its employees,agents,and personnel,disclaim,and shall not be held liable for any and all damages,loss or liability,whether direct, indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. Copyright 2023 Catawba County NC 06/21/2023 Parcel Report - Catawba County NC Parcel Information: Owner Information: Parcel ID: 373411659486 Owner: MARTINRAY HOLDINGS LLC Parcel Address: 4478 SPRINGS RD Owner2: City: CONOVER, 28613 Address: 114 MORLAKE DR STE 103 LRK(REID): 404979 Address2: Deed Book/Page: City: MOORESVILLE Subdivision: SPRING FARMS State/Zip: NC 28117-9211 Lots/Block: 7/ School Information: Last Valid Sale: School District: COUNTY Plat Book/Page: 84/197 Legal: LOT 7 PLAT 84-197 Elementary School: LYLE CREEK Middle School: RIVER BEND Calculated Acreage: .470 High School: BUNKER HILL Tax Map: Township: CLINES School Map State Road #: TaxNalue Information: Tax Rates Zoning Information: City Tax District: All in County Zoning District: COUNTY County Fire District: ST STEPHENS Zoningl: R-20 Building(s) Value: $0 Zoning2: Land Value: $11,600 Zoning3: Assessed Total Value: $11,600 Zoning Overlay: Year Built/Remodeled: / Small Area: ST STEPHENS/OXFORD Tax Revaluation 2023: Info, COMPER Split Zoning Districts: / Online Appeals Zoning Agency Phone Numbers Valid Sales (COMPER) for this parcel Contact Tax Dept. at 828-465-8436 Current Tax Bill Miscellaneous: Firm Panel Date: Building Permit Address Search for this parcel. Firm Panel #: If available, Building Permits for this parcel. Septic 2010 Census Block: 1000 links are not permits. 2010 Census Tract: 010202 Septic Final Permits prior to 08/2018, contact Agricultural District: Proximity Environmental Health. Building Details WaterShed: Voter Precinct: P33/ Voting Map Parcel Report Data Descriptions List all Owners Deed History Report Assessment Report This map/report product was prepared from the Catawba County,NC Geospatial Information Services.Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user.The County of Catawba,its employees,agents,and personnel,disclaim,and shall not be held liable for any and all damages,loss or liability, whether direct,indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. a catawba county public health Lynd frV ,'`t Application for Environmental Health Services o W THIS IS NOT A PERMIT ]b , Application is for: ❑New Construction ❑Existing Facility ❑Improvement Permit NI Authorization to Construct itiNew SepticR ❑Septic Repair/Malfunction ❑Septic Relocation ❑ Septic Expansion Existing System Inspection or Reconnection ❑New Well ❑Replacement Well Well Abandonment ❑Well Repair Property Address ,��52.3�^11--s w�ct:,—Conover, NC 28613 qiD S?fnil, Rd Acres 0.67 ac Subdivision Spring Farms Lot# 7 Driving Directions to Property From Hickory,take Springs Street to Hall Street. Turn left onto Hall Street and the lot will be located on the reft%ttfhVdigair of Springs Road and Hall Street. Describe work Constructing new single-family residence. Applicant Name Larry Thompson Applicant Address PO Box 541, Midland, NC 28107 Phone 704-301-4881 Emaillarry@thompsonenv.com Owner Name Century Complete Owner Address 9325 Center Lake Dr., Suite 160, Charlotte NC 28216 Phone 704-488-1100 Email katie.dyess@centurycommunities.com Contractor Name Contractor Address Phone Email Name to Appear on Permit? ®Owner ❑Applicant ❑Contractor Who will be the Primary Contact? ®Owner ❑Applicant 0 Contractor Proposed New Construction-Residential Primary Residence ® New Residence 0 Addition to Residence #of New Bedrooms*t 3 #of Occupants 6 Project Description Constructing a new single-family residence. Structure Dimensions,also specify dimensions of decks&porches 29-ft x 38-ft (Choose One) 0 Basement 0 Crawl Space ® Slab If Basement,Will There Be Water Using Fixtures In Basement 0 Yes 0 No Retaining Wall>2' ❑ Yes ® No Accessory Dwelling #of New Bedrooms*t #of Occupants Structure Dimensions (Choose One) ❑Basement ❑Crawl Space ❑ Slab if Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' ❑ Yes 0 No Accessory Structure(s)Describe Structure(s)Dimensions Plumbing ❑Yes ❑No Describe Plumbing Needed (Choose One) 0 Basement 0 Crawl Space El Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes 0 No Retaining Wall>2' ❑ Yes ❑ No Multi-Family Residence #of Apartments #Bedrooms per Apartment*t Total#Bedrooms in Structure*t #of Occupants Structure Dimensions (Choose One) ❑Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' ❑ Yes ❑ No Well Construction/Abandonment/Repair Proposed Well Type ❑ Individual Well ❑Semi-Public Well ❑Community Well Abandonment Type ❑ Drilled ❑ Bored ❑ Dug ❑ Unknown Well Repair Requested ❑Yes ❑No Describe Will Certified Well Contractor Install Water Line or Electrical Line from Well Head to Pressure Tank?El Yes ❑No Environmental Health Catawba County Government Center,25 Government Drive I PO. Box 389, Newton, NC 28658 Phone: (828)465-8270 I Fax: (828)465-8276 I EHAdmin@CatawbaCountyNC.gov Existing Structures on Site Describe Structure Dimensions #of Bedrooms* #of Occupants Basement El Yes El No Basement Plumbing El Yes El No Existing Water Supply El Individual Well El Shared Well—Number of Connections ❑Community Well ® County/City/Township Water Line Is a public water supply available?** ® Yes ❑No Commercial El Proposed New Construction El Existing/Change of Use ❑ Repair Food Service Specify Type #Seats Dining Area(Sq. Ft.) #Employees per Shift #of Shifts Church #of Seats Daycare El Yes ❑No #of Children #of Employees per Shift #of Shifts Commercial Kitchen ❑ Yes ❑No Residential Kitchen El Yes ❑No Daycare#of Children #of Employees per Shift #of Shifts Business/Other Specify Type Structure Dimensions Retail Floor Space #of Employees per Shift #of Shifts Other Information Calculated Design Flow,Commercial t (This value will be determined by EH staff) The Applicant shall notify the local health department upon submittal of this application if any of the following apply to the property in question. If the answer to any question is"yes",applicant must attach supporting documentation. ❑Yes 0 No Does the site contain any jurisdictional wetlands? ❑Yes 0 No Does the site contain any existing wastewater systems? 0 Yes 0 No Is any wastewater going to be generated on the site other than domestic sewage? 1f Yes il No Is the site subject to approval by any other public agency? Yes @ No Are there any easements or right of ways on this property? Describe (�rl4C applying for an Improvement Permit or Authorization to Construct,Please Indicate Desired System Type(s): (systems can be ranked in order of your preference) 0 Accepted 0 Alternative ❑ Conventional 0 Innovative 0 Other 0 Any *Any room that will be intended for sleeping at the time of construction or for future consideration should be noted as a bedroom and counted on all applications.The number of bedrooms will be confirmed by rooms identified on floor plans as a bedroom at the time of building permit issuance. This may prevent the need for septic system expansion in the future. t If structure is plumbed but has no bedrooms,calculated design flow will be determined by EH Staff. **If No,a well permit must be issued with the Authorization to Construct. RETRIP TO THE PROPERTY AND/OR SYSTEM REDESIGN WILL INCUR AN ADDITIONAL CHARGE(SEE FEE SCHEDULE) Environmental Health soil/site evaluations require digging,augering,and/or probing into the ground.Property owner/applicant is responsible for marking all underground utilities,including but not limited to:underground power,cable,telephone,gas,water lines,and irrigation systems/sprinkler systems.Catawba County Environmental Health is not responsible for damage to unmarked utilities. Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=60 months(5 years); with complete plat=without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid. An Authorization to Construct,issued for septic repair is valid for 60 months(5 years). Permits may be revoked if the information on this application/site plan changes or if the intended use for the proposed facility changes.Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements. I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the property or I- t:.4100.of �'dcaner. Signature of Owner or Legal Agent IIAP. Date 06-20-21 • Printed Name of Owner or Legal Age La Thompson CATAWBA COUNTY c7 rj. ,, 100A SOUTHWEST BLVD Uj NEWTON,NORTH CAROLINA 28658 INVOICE/RECEIPT ���� ,�.4+ PHONE:828.465.8399 �� Wednesday,June 21,2023 /8 4 2 SM www.catawbacountync.gov Invoice Number: 06-23-424384 Invoice Date: 06/21/2023 RBPR-06-2023-44708 CASE TYPE: Residential Building Plan Review WORK CLASS: Building New SITE ADDRESS: 4478 SPRINGS RD,CONOVER NC 28613 Applicant CENTURY COMPLETE,9325 CENTER LAKE DR SUITE 160,CHARLOTTE NC 28216 B:7044881100 KATIE.DYESS@CENTURYCOMMUNITIES.COM Paid By *WJH LLC,9235 CENTER LAKE DR STE 160,CHARLOTTE NC 28216 B:3362823606C:7044881100 KDYESS@WADEJURNEYHOMES.COM ACCOUNT:7554 PAYOR: *WJH LLC FEES RBPR-06-2023-44708 FEE AMT DUE AMT AOWE 110-580200-663000 06/21/2023 $90.00 $90.00 FEES: $90.00 $90.00 TOTAL FEES: $90.00 $90.00 invoicereceipt 06/21/2023 12:45 Page 1 of 1 Megen McBride From: Megen McBride Sent: Wednesday, June 21, 2023 2:15 PM To: 'Katie.Dyess@centurycommunities.com' Subject: Spring Farms lots 7 and 9 Attachments: Spring Farms lots 7, 8, 9.pdf Hi Katie, I wanted to bring this to your attention. For lots 7 and 9, the driveway configuration shown on the septic system submittals do not exactly match what was approved by Catawba County Zoning. The driveways that get put in must exactly match the attached surveys. Please let me know if you have any questions. Megen McBride, REHS Environmental Health Administrator 25 Government Drive, Newton, NC 28658 (828)465-8268 office (828) 465-8276 fax https://www.catawbacountync.gov/county-services/environmental-health/ ©catawba county We want to hear from you. Please take a minute to take our customer service survey. English Queremos escuchar de usted. Tomese un minuto para realizar nuestra encuesta de servicio al cliente. 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From: Katie Dyess<Katie.Dyess@centurycommunities.com> Sent: Wednesday,June 21, 2023 9:09 AM To:Julia English <JENGLISH@catawbacountync.gov> Cc: Larry Thompson <larry@thompsonenv.com>; Keshia Parris<KParris@CatawbaCountyNC.gov> Subject: Re: Spring Farms AOWE Permits(Lots 5, 6, and 8) I will be sending the zoning applications along with building like I did with lots 9 through 13 once these are issued i