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HomeMy WebLinkAboutAOWE-05-2023-194820 r sip Sp � REipR-nq • )oa3• y�} 11 Co n o l el,- N:C • o Lv6 - of- 20 -3 --I 41 0 20 ROY COOPER•Governor NC DEPARTMENT OF KODY H. KINSLEY•Secretary ` i HEALTH AND HELEN WOLSTENHOLME• Interim Deputy Secretary for Health ,er HUMAN SERVICES 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: Li 2-1i by 12-Y Dote Initials PART 1: Notice of Intent to Construct(NOI)-Please check all that apply 0 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: NIA 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: AOWE ❑ LG 5. Property location(physical address,tax parcel identification number or subdivision lot,block number of the property to be permitted): 4514 Springs Road, Conover, NC 28613 (PIN: 373411753799) County Name: Catawba RECEIVED NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH APR 2 6 2023 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 Environmental Health AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER AOWE Common Form LHD Reference: il p t")E-05.)03-ig Z 6. Type of facility: 4 Place of residence No. Bedrooms: 4 No.Occupants:8 ❑ Place of business Basis for flow calculation: 0 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 home. System classification Type Illb. 9. Design wastewater flow: 480 gpd Design wastewater strength: Q 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 0 No A site plan as defined in G.S. 130A-334(13a)is attached: ❑i Yes 0 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: 0 Yes ❑ No This is a saprolite system. ❑ Yes ®No 12. Evaluation(s)of soil conditions and site features in accordance with G.S. 130A-335(al)signed and sealed by a LSS is attached: 0 Yes 0 No 13. Evaluation of geologic and hydrogeologic conditions signed and sealed by a LG is attached ❑Yes 0 NA 14. Proposed landscape,site,drainage,or soil modifications are attached: ❑Yes 0 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 0." ' rs - urveyors. 04-17-23 Signature afr • horizrd ,Efre Wastewater oluator Date (pet s self-submittal of NOI: I, hereby submit this NOI prepared by Print Name of Owner Print Name of Licensed PE pursuant to G.S. 130A-336.1. Signature of Owner Date DHHS/EHS/OSWP—AOWE COMMON FORM Updated April2022 Page 2 of 6 • AOWE Common Form LHD Reference: ()WE 1S-, ?3 6118)1.) 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 far a permit for electrical,plumbing,heating,air conditioning or other construction,location,or relocation activity under any provision of general or special low pursuant to as.130A-338. DHHS/EHS/OSWP—AOWE COMMON FORM Updated April2022 Page 3 of 6 AOWE Common Form LHD Reference: Aviiv,.0,,),3.fiqbe 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 deportment 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 deportment 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 Dote 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 theLHD Signature of Authorized Agent of the HID Dote LJ4 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 5I5I73 via '"„'A' ' Date Email,FAX,USPs,hand-delivered A copy of this NOI and tracking information was sent to the State on via Dote Email,FAX,USPs,hand-delivered 'LLD 1;L)k pkt(P✓ ,h ,/1/ S 2 23 Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Dote DHHS/EHS/OSWP—AOWE COMMON FORM Updated April2022 Poge 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 NO1 resubmittal received: by Date initials Item#from initial NOI Resubmittal description Attestation by AOWE certified in North Carolina pursuant to G.5.130A-336.2 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 os 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 name 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,USPS,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 S 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 LHD 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,LISPS,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 a residence,place of business or place of public assembly pursuant to G.S.130A-339. DHHS/ENS/OSWP—AOWE COMMON FORM Updated April2022 Page 6 of 6 • AC n DATE(MMlDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 9r712022 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: David Vaughan Higginbotham Insurance Agency, Inc. PHONE FAX 500 W. 13th Street (A(C Ho.Ext):9187797880 j(Arc,No):817-882-9284 Fort Worth TX 76102 ADDRESS: dIvjr@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: 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. INSR ADDL WVD POLICY NUMBER SUBR POLICY EFT POLICY EXP LE TYPE OF INSURANCE (MMlDDIYYYY)i(MMlDDIYYYY) LIMITS A X I COMMERCIAL GENERAL LIABILITY 04-GL-001086672 9/25/2022 9/25/2023 EACH OCCURRENCE 51:000,000 (CLAIMS-MADE f X l 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 X POLICY JEa LOC PRODUCTS-COMP/OPAGG $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 ,_LPer accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ _ EXCESS LIAB CLAIMS-MADE AGGREGATE DLD j RETENTION$ $ B WORKERSCOMPENSATION 3SWECNWS175 10/17/2022 10/17/2023 X STATUTE ERH AND EMPLOYERS'LIABILITY Y/N --- - -- ANYPROPRIETOR/PARTNER/EXECUTIVE N NIA E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBEREXCLUDED? (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 1 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 91444q,44 ©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 Permit for Lot 13 - Spring Farms 4514 Springs Road Conover, NC 28613 Catawba County PIN: 373411753799 April 15, 2023 `,,`.01%o II1111rrrr�r' �.�` RCN .... . �' 11 , . , j Prepared for: .` pQ`•• ' r ' Century Complete = S `AA" f 9325 Center Lake Dr., Suite 160 �:17 ; - 1208 Z.3 , Charlotte, NC 28216 1p ' 704-488-1100 °•,�**P�-''•..q'HEP....• M P Prepared by: E WA Larry Thompson, REHS, LSS .�► •'- ; Ce&ofiawon oci Thompson Environmental Consulting, Inc. Number PO Box 541 ` y • 7 Midland, NC 28107-0541 = 10018E Phone: 704-301-4881 • larry@thompsonenv.com , U/►��• r 1- Lot 13 Spring Farms Details Century Complete has contracted with "Thompson Environmental Consulting, Inc. (TEC) to prepare an AOWE septic permit package for a 4-bedroom single-family residence to be constructed at 4514 Spring Road, Conover, North Carolina (Catawba County Parcel Number: 373411753799). Based upon a previous deep pit soil evaluation performed by TEC, it was determined that a sufficient amount of"Provisionally Suitable" Group IV soil is available for the installation, and repair, of a Pump to Accepted System (Offsite Easement Located on Lot 1) for a 480 gallon- per-day residence at a 0.3 GPD/sq/ft long-term acceptance rate (LTAR). The property will be served by 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(a1). The property owner would like to request that Catawba County Environmental Health (CCEH) issue the appropriate permits for a subsurface wastewater treatment and disposal system based upon the following AOWE proposal and the enclosed Licensed Soil Scientist Evaluation. Location From Newton, take Main Avenue NE, remain on Highland Avenue NE, turn left onto 16th Street NE, which turns into Springs Road. Lot is located on the left just before 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. 1 I 1 NC Subsurface Septic System Operator No. 22199 NC Grade IV Wastewater System Installer No. 1762 NC Certified Wastewater System Inspector No. 17621 Lot 13--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 I,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 . 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 SCII 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 SCI f 40 PVC pipe with pressure fittings. D. Distribution Method 1. The drainlines will be fed via a distribution box. Lot 13-Spring Farms 2. Distribution box shall be water tested at the time of the final inspection E. Drainfield Installation I. 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 occur within the drainfield area while the soil is wet. 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 four (4) lateral trenches to be constructed as 3-foot wide by 100 feet long. Total drainline length is 400 feet. 5. The specified trench depth for this system is 32 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 local health department. F. Final Landscaping 1. Final cover over the drainfield shall be at least 6 inches deep. Additional soil cover may be required to achieve the 6-inch requirement. 2. The drainfield shall be shaped to shed rainwater and be free from low spots. 3. 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. G. Utility Conflicts I. The builder and property owner must take special care in planning for water, power, gas, telephone, and cable lines. These utilities shall be kept clear of all parts of the septic system and its proposed repair area. Improper planning for underground utilities can negatively impact the installation and, in some cases, cause irreparable damage and permit revocation. If there are any questions regarding preferred routes, contact the local health department as soon as possible. 2. Lawn irrigation should not be placed over the drainfield area. Maintenance II. 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 Lot 13 Spring Farms 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 he addressed immediately. 5. Divert gutter downspouts and surface water runoff away from the septic and pump tanks. Design Specifics Daily Design Flow: 480 GPD —4 bedroom house Septic Tank Size: 1,000 Gallons (minimum) Pump Tank Size: 1,000 Gallons (minimum) Pump Size: 25 GPM at 10-ft TDH Recommended Pump: Liberty FL30 or equivalent Dose Volume: 240 Gallons Pump Run Time: 9.6 Minutes Pump Tank Drawdown: 11.42 Inches Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: Accepted—Chamber System Distribution Method: Distribution Box Number of Drainlines: (4) 3-ft Wide x 100-ft Long Total Trench Length: 400 Linear Feet Maximum "french Depth: 32 Inches Final Cover: 6 Inches (minimum) Repair Option Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: Accepted —Chamber System Lot 13-Spring Farms Required Linear Footage: 400 Linear Feet Available Linear Footage: 564 Linear Feet Maximum Trench Depth: 32 Inches — / r Ex/sting Axle 4i. /i 4' i 5 c S t t{/` / ../.74- .. -ar IAA r •t f' ti� Y /- ,t \I• - •rx .,i' - AL/ \\>e:••••-cui. _„ : •LI' t. f N4 \ i•-• .. f • V. 407- �.ti 01 y „ •'1aa ,''Y. "Ik., /1 ---,. - --It-- ... ---. ; \ -0-- .t:. ..-:„.- ,,r. 9 '',7;./ ...- vt3\ i' ,- c`' -Driveway �,�tA. -1, 0 ,\ Easement 3`'q��_ o��-1' _ i :LtPiAy i+i�c, �' ag 1 ;csl.o0 o tl n J n \I-: C3tX-C-:‘ C.- N C5) `1:1-- • kN� 4. 4�n Jr o�'r N��o �� �' 3 _ hp/ I. �r G3 ..►t''....a 1::' = rL, �� � f r tea. 1 l 7 acl o Boa (v1fl O 4. 7 I _ ' Ot° ' .- - 2 1 3 -. -Y ' i - P . 35 111--' ,,E il 10! i I 4'49 • .,.. ._ 4E0,5333 N.t YJU,Q,r_ ,..Rr=G'� 318. Thompson Environmental Consulting,Inc. Sheet l of I PO Box 541 PROPERTY ID tk: 373 1u i( 7 S„lass- Midland,NC 28107 COUNTY: -1-/,t lloA SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM OWNER en.,r-nsf_, C/.�. r c.K yy,, ADDRESS: DATE EVALUATED:CV\1Z1(,(Zj PROPOSEDFACIL_TY: Res. PRN'OSF.D ESIGN 4LOW(.]949 - 4tiU gpd PROPERTY SIZE: LOCATION OF SITE: / rl i f(V 1 (t r PROPERTY RECORDED: WATER SUPPLY: 0 Private t0 Public ❑Well ❑S. ..g U Other EVALUATION METHOD: L i\- er Boring 0 Pit ❑Cut TYPE OF WASTEWATER fl:ewage ❑Industrial Process 0 Mixed s • P o SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS .1949 g LANDSCAPE HORIZON POSITION/ DEPTH q SLOPE% (IN.) .1942 PROFILE .1941 .1941 SOIL .1943 , .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ �(� �' .,J/ Sj J}'_. �t <,,,1 0 - I1i3 ' C l 1'6'1661 14 4 Lie 3 0 , 2 • . , , , • o-, -0, . / ki,i, i'(,_4/;e ) C c7tJ I D _,c,61 t.J6A 1 `' ,, u 0 5 �,( o -as s r 1,ib1C ',,�,,,e_,; . S • c� - G f3 � E, -e, ) ( , e- lD kJ" c 1,?/ z --to ct. U , J DESCRIPTION rNI77AL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): PS PS SITE CLASSIFICATIOJI(.1943): Provisional'%yam' •''1 � Available Space(.1945) / \ F System 4 Accepted Accepted EVALUATED BY: '.� I �,G g.tHQMo �' , YS Type(s) _ OTHER(S)PRESENT: �� q- r5�� ,• -4 r y� Site LTAR 0.3 0.3 L. Thompson, LSS ��{ COMMENTS: ,=.f-- 4 , .±•iiii :::: ' � updated February 2014 f rt — ��,�" • Thompson 1'nvironmenial Consulting, Inc ].oitd;on: SiniiigFaiths PO Box 541 Midland, NC 28107 0541 Date: April 16, 2023 g .s a a A tl 3 PC) . . a' 00 4 V r O AN N ' V .0 w -z m z ' oa ro V N: . ._,C....-:- '4' g I-. - . tg _i 4 I 1:II .- .kjr I r.1 L:——?/1.',1\ it ° a F" Z� _ - a r i 2N g ' N .•L Vdi tr- • 111",— Y ' x V a x fr0 1 03 . ••.4 S C r .om a, , , t A l. • • a' r. AI ai ' V . a o c. t a S V T w ' a E. .aa •cH IZ' "' V cn P' [. V i v Leber PumpstY A Family and Employee Owned Company m Pump Specification FL3O- Series 1/3 HP Submersible Effluent Pumps �Mf ' LITERS PER MINUTE `��' 0 50 100 150 200 25 , F — 7 20 — 6 — 5 N 15 — re w w w w — 4 z Q w w 2 2 J J I- OF 10 - 3 — 2 5 — 1 0 0 0 10 20 30 40 50 60 GALLONS PER MINUTE Copyright 0 Liberty Pumps,Inc.2079 All rights reserved. Specifications subject to change without notice. FL30-Series P1 R9/27/2079 7000 Apple Tree Avenue Bergen NY 14416 I Phone 800-543-2550 N Fax 585-494-7839 1 Email Liberty@LibertyPumps.com a Web www.LibertyPumps.com FL30-Series Dimensional Data 1-1/2" NPT DISCHARGE l� FLANGE [251 m m] L� 9.87in I-,' I 'k {'=' • ; It 011110iir Alp la II ..-„,* ir ,., 1-‘-‘,...„. , 4,,,,4 „,.., los — 1 [288mm] 001 Ili[242mm] u 11.3in [215mm] 9.5in 8.5in AMA I= 1i —V [97mm] ME— —���� 3.8in _ L 1 I _ Libe„ ,ty Pumps PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SLE PROPERTY OF UBERTY PUMPS.ANY REPRODUCTION DWG.NO. FL30 SERIES DIMENSIONAL IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF UBERTE PUMPS SUE DATE: ee+ IS PROHIBITED. APPLICATION 00 NOT SCALE DRAWING A SCALE-1, 'WEIGHT: LBS 1,-,(TT I CF, Copyright m Liberty Pumps,Inc.2019 All rights reserved. Specifications subject to change without notice. FL30-Series P2 R9/27/2019 7000 Apple Tree Avenue Bergen NY 14416 N Phone 800-543-2550 1 Fax 585-494-1839 1 Email Liberty@LibertyPumps.com . Web www.LibertyPumps.com IIV 111ck4M STANDARD CHAMBER 52" Quick4 Standard Chamber 48" (EFFECTIVE LENGTH) 12" 8„ 34 SIDE VIEW SECTION VIEW MultiPort End Cap —______i . t� 16" .Ld _ ii -I I , 12" .,...(2 Igi-4lli1 :1--01-111-01.-1 � „.4, ,�li f � re4, il, ��= , 1 nmm 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 lei The structural n:egny of each chamber,end plate.wedge and other accessory manufactured by Infiltrator I-lirdsl.when ire-tailed and operated in o leachfiekt of an orsrte septic system in accordance weh Infiltrator's nstrucsons.is wamantcel to the signal purchaser('Holder)against defective materiels and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units:provided.however, that if a septic permit is not required by applicable law,the warranty period oil begin upon the date that installation of the septic system commences. To exerciset its warranty cghts,Holder mustu pOMe replacement n nits for at its Corporate Headquarters it Old b.Connecticut within fifteen 1151 I I�F I LT RATO R days of the alleged defect.Infiltrate ail supply replacement Units Units determined by Infiltrator to be covered by this limited Warranty. Irfitrator'e labilly specifically excludes the cost of removal and/or installation of the Units. Q (hi THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH(al ARE EXCLUSIVE. THERE ARE NO OTI IER WARRANTIES WITH RESPECT SYSTEMS INC TO THE UNITS,INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. (c)This Limited Warranty shall be void if any pan of the cleunbei system is manufactured by anyone otter than hfiltrator. The Limited Warranty does not extend to incidental.consequential.spend or indirect damages.InfMator shall nor be table la penalties or liquidated damages.including loss of Environmental Onsite Wastewater Solutions- production and profits.labor and materials.overhead costs.or other losses or expenses incurred by the I horde or any)hid party Specifically excluded from Limed Warranty coverage are damage to the Units due to urinary wear and tear.alteration.accident,misuse.abuse or neglect of the Units;the lilts being subjected to vehicle traffic or other carrytiors which me not omitted by are nstalatxrn instructions;taiae to nantain the 6 Business Park Road •P.O. Box 768 nirirum gourd covers set forty in the installation islrurtiurs.the placement of improper materiels into the system cortarting the Units:falLre of Old Saybrook, CT 06475 the Units or the septic system due to improper sitng a improper sang.excestive water usage.improper grease eispasal.or improper operation:or Warranty other'event not caused by Infiltrator This leveled Warranty dial if be void the Holderfats to comply with ofLimited the terms set torah in thisLimited 860-577-7000•FAX 860-577-7001 Further.in no anent shall lefitracr be responsible fa any loss or damage to the Holder,the Units Or any Mini party resulting from irstaheaar or snip_ 800-221-4436 meet.or tan any product iabdrty dairy of Holder or any aid party For this Limited Warranty to apply the Urals must be a-stalled in accordance with al site conditions required by stare and local codes:di other applicable laws;and nfitrator's installation Instructions. (df No representative of Infiltrator has the authority to change or extend this l mired Warranty. No warranty apples to any party other than the origi- nal Holder The above represents the Standard Umited Warranty offered by Infiltrator.A limited number of states and counties have different warranty require- ments. Any purchaser of tines should contact Infiltrators Corporate Headquarters in Old Saybrook,Connecticut,prior to such purchase.to obtain a copy of the epplcable warranty,end should carefully read that warranty prior to the purchase of Unite. U.S.Patents:4.759.661;5.017.041:5.156.488;5.336.017;5,401.116;5 401,459,5.511,903:5,716,163;5.588.778;5.839.844 Canadian Patents:1,329,959:2.004,564 Other patents pending. Infiltrator.Equalizer and SideWfrder are registered trademarks of Infiltrator Systems Inc.Infiltrator is a registered trademark in France.Infiltrator Systems Inc. Is a registered trademark in Mexico.Contour,Contour Swivel Connection.Microleaching,PolyTuf,SnapLocic,ChamberSpacer,PosiLock,OufckCut.OuickPlay RECYCLED PAPER and 0uick4 are trademarks of Infiltrator Systems Inc.0 2UW Infiltrator Systems Inc.Printed in U.S.A. 0011203HP-0 Catawba County Environmental Health 109. : 'CP ta 3016•4521 a a 1003 ♦i% dGN ra•C . 1 153. 2 15o 03 '-' s 4 2 60 5 41 991 c 1 'fit , P•C 114. 5Q 1�4 .4514 100.1,! lrO1 3799 4 `0 r 13 •4508 am �1\ 3647 •4502 ram a •4496 2681 1203 19 F� •4490 2526 0N 11 fe 1543 4) 6553 v. �F 1 0479 10 0 Parcel: 373411753799, 4514 SPRINGS RD 1 in=80ft 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 04/27/2023 Parcel Report - Catawba County NC Parcel Information: Owner Information: Parcel ID: 373411753799 Owner: MARTINRAY HOLDINGS LLC Parcel Address: 4514 SPRINGS RD Owner2: City: CONOVER, 28613 Address: 114 MORLAKE DR STE 103 LRK(REID): 404985 Address2: Deed Book/Page: City: MOORESVILLE Subdivision: SPRING FARMS State/Zip: NC 28117-9211 Lots/Block: 13/ School Information: Last Valid Sale: School District: COUNTY Plat Book/Page: 84/197 Legal: LOT 13 PLAT 84-197 Elementary School: LYLE CREEK Middle School: RIVER BEND Calculated Acreage: .610 High School: BUNKER HILL Tax Map: Township: CLINES School Map State Road #: Tax/Value Information: Tax Rates Zoning Information: City Tax District: All in County Zoning District: COUNTY County Fire District: ST STEPHENS Zoning1: R-20 Building(s) Value: $0 Zoning2: Land Value: $13,900 Zoning3: Assessed Total Value: $13,900 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 828-282-2009 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. Flood Hazard Area Certificate �6 ♦ Turtle Dom Rd cording tomp apee Ph:h d by me farm Emergency management Agency and W •Ire Mown°n the Mattel Flood Insurance Role Map(OnRM)Pone Jne,Catawba '`w.S Cats North Crash¢elf«lla date SplrnDr 7,n.S 100 "P.M Mo.n 8 ,e Be nr.On h not located,rrnn a special none hazard area me property 1.nary lied" p> 50 A. 4iNthM ene deeknaNd e o X-.Mr rpe:Area•determined to M ts. • ie the 02e annual chance al,:ar ao Made ht..•conddlan•IX annual chance R°a4Re1. aWatershed Certificate: sat To fire apt o/my Ana Qeeee this par ea not r ,doh o w 'P.Dia.of fad,menlel Manerened°pna(Dee yep•.anrann O wo»wn•d Prefect. bg MhiEk'n OrMp al Cato..County Nan Crash. YYYT£nvfronmentat Health Approval of Subdivision Pla!lh/e final plat and bye Shawn have Peon approved Dy Dv /Environmental Health abiNOn el the Catawba County 0r aPartm•nt a Paerk Nomm. .S , e. Vicinity Ynp(NTS) /j121GM 0�y�- 9/6/u \ / Notice Erin: tal Nea/u 5ehanw,r r D•,:gne. Dabs 551• ' ' ,`,� Nc y enema a an right y an radon% Q�su,' •Property el,b I to any r e r of.o t��r'�', 4 ` and all NCOOT easement,and rights of ray V 0or, / ' 4 •1 h su y Is subM� .y fact.that may be dish°red Dr a e i .. 4 Approval Certificate forf`9¢1O� V t, r� Mafor SubdlviSlon Plaf 'all•'✓�.o:day dyes her,fie.Fly an.wae..Hetn rp9.0 .D, ,,A unwritten ment*dedicolbne r one encvmo mesa Sea 5`-IA rhea anal par and the elf 1 names Mom burdn,could ens!n this prprty and net°peer on Mrs PlolMen_soree ,ent 41iht /'' ��d..�`S ,a A Derr found td coney win rM Accordrgry,mars o1 Mh plat re w•nN ra remelt¢'rt b!hs Pk•19 fN R/M FM a Y {p �2Q• N+�q ��`09' S.;..,Regua vine°I COarao Conti *visa•of such unrecrded lade a nor shown hro. Spdtee Reel n a 7 \ ' d.11• + v��R one.re aproved by M.Catawba Cowq0, /'1 p„e,rq -OL 3 0 Pranuq Mato,r Wm,design...AR •rn•Mobd N°.yaran Soto.*System(erm)wow used N �x}FGEasement `Po..p street¢uwities and other repaired prbnn ro goespotle eorlblN6 eKuroay eendarde pert 2 $. w ,mravemenb n°.v ben imfalled rccra>g slrars for 9eodek ne1arlis of M.95T cn6dnce occwoc, • ��• '{° 'Dt. .0 soveine°fan,0nd etanda,dh r a cl°ssdactian(95x confidence)using rq lane be. eta fie tee a 70' .' - N C` '� quint«a env,o.mea*an e1 meSpM T ` ' d, _ _ Ioeawhq hr akn was anti% /e v � manor to�tmn to CarOwhe County no, 4Ted Bellow cr,,, that Mu - W ty wps do.under my e' �F` `� N 'oils' P ,••. Dean(scab... Tee plat n°,rave P mp«,aaa from an sehrd LPSsusurety made under my evoraea V rec0rdnp in the Office a Ill Registr of and the/alawig i1/rmelkn aee used to pasta the Nasty �,• �� E•,wa.wd N T. . - prod,of Catawba County within',My(60) N` �. N n'1u p- ®� 7 a9. '"% days a d° el al. pose of Sarver CLASS AA C� ..o �vFG,Tj .r�K 4401 / - // Positional Ad<mradyr ROJ' '�[`,�VVi� a'e l,l t 43 f 22 Two f CPS Fide Procedure RIX II '-r N U sri .r. 'Water of Panne er Designee Do• / be 8. i O Datu,of$urvep 09J(2/ill) 6/7022 f1/ 4 ? 4S d� 0 Datum/Epoch:NAp6,7(XI I) ` �.3 �•g$�* ''g e�'b 6 0� Puiom ed/Thee-a trm use UPS `1 `1\ N \rt0 �' ltr,90� NCombhed Grid Facto,0.92987070 m ,a 'e D� E1 •d,M,t fit Unhe US SLrwy Fat (-4'{' 5 • = •Area determined by coordinate computations T; 1.$. e36 T. Cloyd H. Propst, Jr. Todd° re•ar o/Gr5n.;r.�Nan(.Control Nanumnt found within LoaO 1 p 4 cb. s alai K D,a�t 17E0 o Cote its E.StevensProps city eel 11 i ^ '•w `e Judy P. evens •et of he De srvOd byle melee fie Ydwd,m owns h at 0� g2 g2'T sot'tit Leigh Ann P. Blodgett 1 p'13 E 3 9' D.B. 1788, Pg. 1106 •Property lies wand proximity of an agricultural distrkr. t 11�590' al qy •N 73'L • . •uraien.r.underground L ,652.62"R /e ® natal $15 r •Red mop.troll planted fig man than 50 M!w/Mlt Me �n Note.• _ep+-�,L11n RfM E 535. - ' Contour Anse are scaled from right-of-ay rid comply with NCOOT n getarion guidelines. �1 1 n(LR+^D,(fu¢y3.D0'13 s,6 Catawba CIS webaib. •Dar.to o red'drainage and ur,rly easement along all toe rasa o ` IIa1P6�q N ©t ••In •total nambr of lots rJ C 1 w Or ay, Mv_ n aW total •SO I Ted Y.Bonbon;certify toot tole mop was co-aim undo.my Ortramt 15,6...101' 7 `1 euprw•bn from n actual survey made unar my euprnsin ` V 15.E q DJ E 315.4.0 A ,� ? (deed description reorded a Boos J736,Poe 7e2). That tere 1 1r lrAh' 9 5�13 _ wi : T,t) plot was prepared et o«rdon,4 with O e7-30 Dee amended 5�. 3 73' ,. .1 8 That MN plots meats me creates a env of CS 47-30 I Nigher yl 1,1 $. N ® tt� certify that Inn surrey creates a subdivision a land.rhea rho _ 3 r.a of a county or ankipal/ty that hos an ordinance that S fon - .73 i5it, AN Ka i91 5 Total r Witness N,n m pare.a'amass signet,"rr nrrarren Flamer and ; wyttV lna 0'•13 E 2 2b1'9 2 r original 4^P 9 • 8` Eeernnf Pc'--1S0B © al the 291h Of August 2022 A.D. ` O �y� ��1ill A!e°.nsln •Pf'°tat .2 7jOs /:?�L �f,r E— ''1H"cy7i¢ ",n od ,,,,In.ri 3.:°sE'79 44 Ted Y.8nbar NC PLS L-JfTJ =4Qygy'{551�•`71.1 ,` 91 N j3 p0 t 3�M Firm tkn,e/c-15e6 f 1 ..� S i•i L 3178 � Non-«sees ea,... 1'l-, Are0 O '••".?,6•:'• . 4' :- Me,Street en Lahti a , - 11,�� 7770' •.,........L+:- Including 0.2 In R/W a wrd e tmres.onerrie.indicant*d1 0istnea anon rd••:4.F hrnantal Pound distance*To convert to ple e /�I� g'•1 Easement Otheetoto eagle nattily Me groom!distend*by the I h ewer vomw1.e � , 1r combine factor. e/i/'off lei � Review Officer Certificate S 86'J0 33 190.i: o 0 Stott.of Nan Cralim E. --`, Coney or Cotowba �� S.R. l S 1 J oar Re..Officer for Coreaee Legend w-1 1 �-- /tit vP.9. 6a Pg. \ `\ L lkdsgnlaa: County certify that<n alp r via to which!hb certification n OSS CAPS ON MONUMENTS SET CONTAIN ME 11 to ` tim ed mesh di statutory rapvhwnn.la Der r.rrah¢ SURVEYORS NWf M'D LICENSE 7onttaNUMBER. 1 \ / -/ 4--Z/� L _ 0 ats.....,...... 1/2'IRON ROD SET elm YELLOW CAP \ 'Li a..:.oi! �`"-INt¢- Oven �r' _ •EIP............EXISTING IRON PIPE AS SHOWN •CIR...........,EXISTING IRON ROO AS SHOWN I. Lee 1 X CP............COMPUTED POINT P.B. 86, Pg. 85 -1 Cour.. EWAN Distance If 55S............Sown,SPIKE SET snem srcN Ownership & Dedication Certificate `G, L $2755'0...' 1014' p:::.::..:.::.::.::.umry oou z for Corporations, LLCs or Non-profits° ''. w ayz j6_;eR}T b...................fM'E HYDRANT 1s I Pro)b twiny the n. (elk r.)Me ownw(e)a M•prpMy ci L N DO'22'S6°' F/,r •...................WAICR VALK m p ecr,a num,.hkn P.oprry I.,amid•Nhln me.d,.i,bn TOEd N/L. ed lotion alsceclan oI Catawba County the r fee)froth.adopt -0, L N-.9. 6' PIN............P.M IDENTIFICATION NUMBER Il j rn pis of cuoolnein and cemcaw to µa.d use all arras shown 'y , RCP...........REINFORCED CONCRETE PIPE on I.plat sum as street•,a1Ny,..sae,ea pore one •e. N 561E' taw easements except Mesa peciricopy,nWcol•0 oe arirore.one eat I d1 N Sa39' ' 71 FP�............TOOL OF PAVEMENT N. N/F...........NOW OR FORMERLY o (we)le mnl M guru o.ub unle.offer a.lndlcat.n LIO N 3439' T• 9' «seem by Inc.coracle publk authority NI property to,eon on Ltit N 1553'Ot I5.1' R/W...........RICHT OF WAY m n, peal l00 any far a put.we Ma be St/e. to be �yy LI$ N 151 t9 N'. 69. 2S 5 eakofe Ar anY other oak up ealnW«d by ter Mn wed LI N IZOb'g9' bd. ' -LINE SURYEKD o OS...sect 4,ppro..d by Catawba County _ I N7]gas g..!..d Y�I•r). -n£LWE SURKYED - Mgt L/�a/ - }� AV——f), -___-UN£NOT SURVEYED 1_t CL1 /rw F, Za Llntmq Axh its L+r1e 0nh ll 6 ♦ �RK:Nr-OF-WAY UNl - None el K N pony ���,, Carve And�v length Chore Chord ear. —*E_OKRNLID LITNJIY LINE (L"neM1/t ,14.11446 6[L 1 I n CI 179.40' 190.•6' 161.64' N 6706'36°R' Nara: Byy(Pneaealleenotur•) t�gete rB0` 0 Bo Leo 240 driveway individual easements are ri d=�`IN 10'wide mod evlend from centerlineOR I/. of rood to 20'post R/W tine os shown. Alter((senerry•plate.) ate GRAPHIC SCALE - FEET l" - BO' I. MC*1" Subdivision of.' S2hate driveway soeh side of Spring Farms ID'WWII !0'on ott aide of property a' Notary line and lane from the centerline 1/2'Ear M Cad.rnr.,no County .11 TED of odd r0 20'post R/W/Flea or shown. / £L1SJP)iVIer£@LI4)i a Nalo,Pak for milt Clines Township, Catawba County, NC _ ,odd alai.do',v.,dd.y roar __ ""B, r Owners of Record: MortinRoy Holding, LW �ranr�B� �1LSIj�L MiCLukE t r4. Deed Reference: D.B. J7J6, Pg. 782 o.ede)pr0oe•e,nova..e.w.me ne ae,nd ea e.Maa.r 0t t^4 Plot Reference: N/A ,,,/ pus Me Dee ex«utan Or fie b-•eabg..Milne M -ARj L3'yr`� 7 7 Zoning a PIN: 3734-1175-2255 Pew*Surveying bed&&County ONpce R.>q'COloebo County) '"l"ww"''"P�e pne ofaced"•I' ki,AltaLiC Job Number::2111380S3.DWG (3111380.CRD) Since Nee Buedete Sem.** the the sli~day of mrurq• 2022. 6so D6N6L NAL Pew ter.sreirsect4 NC 23625 tract-JO' �y Feld Work: f?-1-102f PHONE(70s)676-9661 ,Sipe_ u' _1'4.Ll14,82 tin rvuL rth�.13 _ t C0\14C'4' Plot Date: 8-29-2022 wwr.boundorydevatopmmLcom Rer- 30' °a'ymrnae.an.a•• '' /3fL eCks Ill,10 az Drown By: WSR �y rom,, FILE0 Sao 06.2022 10.15 am BOOK 00064 NNA COUNTY SPENC \ q-ir PACE 0197 DONNA HICKS SPENCER 81,4 .m.• REGISTER OF DEEDS INST Y 19526 V I, MILES A. WRIGHT(NCPLS L-5256), HERBY CERTIFY ,1IIlII,, LP THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION '''�� q R'',, FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION; .N` e 0i♦ g- THAT THE RATIO OF PRECISION DOES NOT EXCEED AN ,%% ` °� �•p Alik SITE ERROR OF AN ERROR OF CLOSURE OF 1:10,000; THAT �aeoFESS/Oe Z THE BOUNDARIES NOT SURVEYED ARE CLEARLY SHOWN O e N17 e?. r r 2 AS DRAWN FROM INFORMATION FOUND IN (REFERENCES :Z J Q S EAL (. '.1LP 0 AS SHOWN), AND THAT THIS MAP MEETS THE S $ ., a "AREQUIREMENTS OF THE STANDARD OF PRACTICE FOR o 24934 0 — ERG OR' y LAND SURVEYING IN NORTH CAROLINA (21 NCAC ::.e F �.. HPRR158 0� < 56.1600). WITNESS MY ORIGINAL SIGNATURE, LICENSE ' ��ee NQiNEC.�,e�sZ`� NUMBER. AND SEAL .../X•see eee ��.3s`, Op co r PRELIMINARY PLAT ,,.,JitIll1,,... o a NOT FOR RECORDING, SALES, OR CONVEYANCE in--I MILES A. WRIGHT, PLS BAR SCALE 1"=50' UCENSE NO: L-5256 µ18R11 NOR. 0 25 50 100 GENERAL NOTES: 1) AREA DETERMINED BY COORDINATE METHOD. ALL DISTANCES ARE LINETYPE LEGEND GROUND DISTANCES. 2) PROPERTY UNES, EASEMENTS AND BUFFERS FROM RECORDED PLAT. =LOT BOUNDARIES 3) TITLE IS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY BE SUBJECT TO RECORDED AND UNRECORDED =ADJACENT BOUNDARIES EASEMENTS, RIGHT OF WAYS, SETBACKS AND/OR RESTRICTIVE —— =ROAD RIGHT OF WAY COVENANTS NOT SHOWN HEREON. =SETBACK LINES 4) THIS SURVEY DOES NOT REPRESENT A COMPLETE BOUNDARY —. —=EASEMENT LINES SURVEY AND IS INTENDED TO DEPICT THE NEW BUILDING LOCATION RELATIVE TO THE LOT BOUNDARIES. 5) CONTRACTOR TO VERIFY ALL BUILDING DIMENSIONS. 6) BUILDER TO CONFIRM SETBACKS WITH LOCAL GOVERNMENTAL PLANNING DEPARTMENT. N39'20'20"W 25.33' / i •.84.4'1640 .... ° 4)43i/LOT13 • O 0.78 ACt N N/ / I z Er �ircrrn� al H lth / pm. n.00' AUBMW—B / R I' moV� - . i i SHARED El • jivE • • OOS • N3'01'15"W 55.92' — 01 N39'20'20 30.10' 542'05'29"W O S45'53'01"W Y 31 S39' '23"W e 68.58' 57.30' IC; 117.72' ' 60 SPRINGISRROAD _ - - _ ' WRIGHT & ASSOCIATES PLOT PLAN WRIGHT ENGINEERS & SURVEYORS SPRING FARMS & LICENSE C-4053 209 1ST AVE SOUTH LOT#13 ASSOCIATES CONOVER, NC 28613 CLINES TOWNSHIP (828) 465-2205 OFFICE CATAWBA COUNTY, N.C.