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HomeMy WebLinkAboutAOWE-05-2023-194821.TIF tisiOt Spr,,,gsR KF;PR-64•a0)3-if4lgb q u - E - 0 F 2,02-3 -I4 t ( _...?,4AT(Q - a ,,,,^,,, %�, ROY COOPER •Governor 41s. Q5'.. NC DEPARTMENT OF KODY H. KINSLEY• r` :' HEALTH AND Secretary ,e ` HUMAN SERVICES HELEN WOLSTENHOLME• Interim Deputy Secretary for Health � ^• MARK T. BENTON H. 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: k'Li" rifil by (2(' Date Initials PART 1:Notice of Intent to Construct(Not)-Please check all that apply ❑i 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 Telephonenumber: 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: tarry@thompsonenv.com 3. Licensed Geologist(LG) (if applicable) name: N/A 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: O AOWE ❑ LG 5. Property location(physical address,tax parcel identification number or subdivision lot,block number of the property to be permitted): 4508 Springs Road, Conover, NC 28613 (PIN: 373411753647) 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: 14 D WE-bs-)0)3 -Ill L/ j 6. Type of facility: 0 Place of residence No. Bedrooms: 4 No.Occupants:8 ❑ 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: Gravity-Flow PPBPS located behind the home. System classification Type Ille. 9. Design wastewater flow: 480 gpd Design wastewater strength: 0 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: El 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 El 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: ❑i Yes ❑ 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 El 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 r rs a urveyors. - 04-17-23 Signature'of� horilgd f.life Wastewater oluntor Date wrier self-submittal of NO!: I 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 April 2022 Page 2 of 6 AOWE Common Form LHD Reference: a U wG -o )d 5' '3-hHo, I 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(fl] 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 low pursuant to G.S.130A-338. DHHS/EHS/OSWP—AOWE COMMON FORM Updated April2022 Page 3 of 6 AOWE Common Form LHD Reference: 4o(jib-OS-)a2.3- KW) 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 deportment 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,USPS,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 s151�3 via 4L mkl Dote 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 �a �;Lt fA.t( r 4/firl 6l 2-2 Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Date DHHS/EHS/OSWP—AOWE COMMON FORM Updated April2022 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 NO1 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 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 Deportment 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 name of authorized Agent of the LHD Signature of authorized Agent of the CND 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 Dote 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 dote 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. LND 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 a residence,place of business or place of public assembly pursuant to G.S.130A-339. DHHS/EHS/05WP-AOWE COMMON FORM Updated April 2022 Poge 6 of 6 AC rY� DATE(MMfDDIYYYY) `.� CERTIFICATE OF LIABILITY INSURANCE 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 CONTACT NAME: David Vaughan Higginbotham Insurance Agency, Inc. PHONE FAX 500 W. 13th Street (A/C.No,Ext.): 9187797880_ (A/C,Np):817-882-9284 _ Fort Worth TX 76102 A DRIESS: divj@99�r hi inbotham.net INSURER(S)AFFORDING COVERAGE NAIC# License#:2081754, INSURER A:Mid-Continent CasuaIy Company 23418 INSURED THOMENV-01 INSURERS:Hartford Underwriters Insurance Company 30104 Thompson Environmental Consulting, Inc. PO Box 541 INSURER C: Midland NC 28107-0541 INSURER D: 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 TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSR WVD IMM/DD/YYYY) (MMIDDIYYYY) A X COMMERCIAL GENERAL LIABILITY 04-GL-001086672 9/25/2022 9/25/2023 EACH OCCURRENCE $1,000,000 DAmAGE TO CLAIMS-MADE L 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 X POLICY JE T f I 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$ $ e WORKERS COMPENSATION I 38WECNW6175 10/17/2022 10/17/2023 X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE N N I A I 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 I LOCATIONS I 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 AWOE Proposal for Lot 12 - Spring Farms 4508 Springs Road Conover, NC 28163 Tax Parcel Number: 373411753647 April 15, 2023 Prepared for: Sto SOIL SCF i � Century Complete � A�. r 9325 Center Lake Dr., Suite 160 r ► ' ,� Charlotte, NC 28216 ! 704-488-1100 �} ==`'r `, 121 Prepared by: . � Larry Thompson, REHS, LSS 4 ...... Thompson Environmental Consulting, Inc. * •• PO Box 541 - Q ce•t alcs:Jon Humber to E. Midland, NC 28107-0541 _ ' a Phone: 704-301-4881 = 10018E • larry@thompsonenv.com 4 Fyq1-uA1p .. , .f •a., Lot 12-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 4508 Spring Road, Conover, North Carolina (Catawba County Parcel Number: 37341 1753647). Based upon a soil and site investigation performed by Thompson Environmental Consulting, Inc. (TEC), as well as a separate evaluation performed by TEC, it has been determined that there is a sufficient amount of"Suitable" Group IV soils available for the installation of a Gravity-Flow Horizontally Installed Prefabricated Permeable Block Panel System (PPBPS) at a 0.3 GPD/sq. ft. long-term acceptance rate (LTAR) for a 480 gallon-per-day residence. The proposed repair system would be a Pump-To PPBPS. 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. Design, Installation and Maintenance of the T&J Panel Wastewater Treatment System; Sixth Edition,published by T&J Panel. Primary Investigator's Credentials NC Registered Sanitarian No. 1208 NC Licensed Soil Scientist No. 1287 NC Authorized Onsite Wastewater Evaluator No. 10016E SC Professional Soil Classifier No. Ill NC Subsurface Septic System Operator No. 22199 NC Grade IV Wastewater System Installer/Inspector No. 1762/17621 2 Lot 12-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 1,500 gallons in capacity (minimum). 2. The septic tank will be fitted with an approved effluent filter and riser for easy access and periodic maintenance. 3. It is the responsibility of the septic contractor to thoroughly inspect the septic tank prior to accepting delivery to assure that the tank has had time to properly cure and is free of cracks or other structural deficiencies. B. Pipes and Fittings 1. All discharge piping, connectors and supply lines should be made of SCI-I 40 PVC. 2. All joints must be properly "welded" utilizing the appropriate PVC cement for each application. C. Distribution Method 1. Individual drainlines shall be evenly fed via a distribution box. 2. Distribution box shall be water tested for equal flow at the time of the final inspection. D. Backfill 1. Backfill sand shall be clean, washed, medium sand that is naturally occurring and falls within the gradation of ASTM C-33 specification (used in the ready-mix industry and is readily available). Properly compact backfill to provide the intended subgrade support. E. Drainfield Installation 1. The drainfield and the proposed septic tank location have been marked on-site utilizing metal stemmed flags. Once this area has been approved by the county, the property owner/builder should mark this area and isolate it as much as possible from construction traffic. Prior to the system installation, the septic contractor shall contact the designer for a preconstruction conference at which time the drainfield area will be re-verified. 2. Under no circumstances shall any construction take place within the drainfield area while the soil is in a wet condition. If the installer has doubts as to whether or not the drainfield area is dry enough to begin construction, the environmental health specialist for this area should be contacted for permission to proceed with the installation. 3. The specified system is a Type V(e) horizontally installed pre-fabricated permeable block panel system — specifically the horizontal prefabricated 3 Lot 12-Spring Farms permeable block panel system manufactured by 'l'&J Panel Wastewater Treatment System, Patent No. 4013559; telephone: 1-800-222-2577. The installer must follow the manufacturer's guidelines for installing the T&J Panel System and should request an installation manual from the manufacturer prior to beginning construction. 4. The initial drainfield consists of five (5) laterals. Three (3) laterals to be 3-feet wide by 60-feet in length and two (2) laterals constructed 3-feet wide by 55-feet long. Total trench length is 290 Feet. 5. It is essential that the lateral trenches be constructed on contour with the land, with each trench being excavated level from beginning to end. The use of a tripod mounted engineer's level is essential to assure that each trench is constructed as level as possible. 6. 'l'he maximum trench depth for this system shall be 27-inches. Each trench shall be placed on a minimum of 9-foot on centers. 7. Once trenches are dug, the side walls shall be raked, and a light dusting of lime applied. 8. Backfill the trench with 6-inches of sand and level to grade properly compacted to intended subgrade support. Once leveled, place 1 x 6-inch boards on top of the sand the entire length of each trench. Once the grade boards have been set, the panels may be set into the trench. The panels should be placed 6 inches apart. 9. Once the panels have been set, line the top portion of each chamber with the T&J supplied sand alternative product (SAP—geotextile fabric). GE Foam Sealer or tar seal rope should be placed in the bottom of the "U" outs to form seals around the pipe as shown in earlier drawings. 10. Tar seal rope, or approved foam, should be placed in the "U" outs of each end of the panel to form seals. Once the tar rope is in place, the 11/4 inch Schedule 40 PVC connectors can be added, and the seal completed by the addition of more tar rope on the top and sides of the pipe. Now that the connection and seals are complete, a block cap is placed on each end of the panel so that all openings are covered. 11. Once the lateral has been installed and the panels closed, the trench is ready to be backfilled to the top with the sand used in the trench bottom. At this point, the trenches should be left open for the final inspection by the local health department. F. Final Landscaping 1. The drainfield shall be shaped to shed rainwater and be free from low spots. 2. Minimum cover requirement over the drainfield area is 6-inches. 3. The entire area of the drainfield 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. 4 Lot 12-Spring Farms G. Utility/Drive Conflicts 1. The builder and property owner must take special care in planning for utilities (water, power, gas, telephone, cable lines, etc.). All utilities shall be kept clear 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. 2. Water lines must be kept at least ten (10) feet from any portion of the septic system. 3. Irrigation systems should not be placed in the drainfield area. 4. The builder must also take special care in planning for a drive into the property. The driveway must be installed along the property sideline to allow enough clearance for the proposed repair drainlines. The driveway must be constructed at- grade without cuts or excavations. 5. The entire drainfield area shall be delineated with orange barrier fencing throughout the construction process to protect it from unnecessary encroachment. Maintenance H. In General I. 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 that is equivalent to 25 percent of the volume of the tank. 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. Use of a garbage disposal is not recommended. Solids added through the garbage disposal tend to degrade at a very slow rate. 4. Grease, cooking oils, coffee grounds and non-degradable solids (disposable diapers, cigarettes, and solid paper wastes) should never be put into a septic tank. 5. Used motor oil or any oily liquids should not be disposed of in a septic tank. 6. Be aware of the amount of water that you are using in your home. Water saving fixtures and devices can be installed on sinks, toilets, and showers to reduce the volume of wastewater that you are sending to your drainfield. 7. Run dishwashers and washing machines only when you have a full load. 8. Repair leaky faucets and toilets. Small drips equal large volumes of water over time and can over burden your drainfield. 9. Do not use chemical additives in your system. Studies have indicated that they do not increase the biological activity that naturally occurs in the septic system and in some cases certain additives have been found to be detrimental to the life of a system. 5 Lot 12-Spring Farms Design Specifics Daily Design Flow: 480 GPD 4 bedroom home Septic Tank Size: 1,000 Gallons Effluent Loading Rate: Design = 0.3 GPD sq. ft. Drainfield Type: Horizontal PPBPS Number and Size of Drainlines: (3) 3-ft Wide x 60-ft Long (2) 3-ft Wide x 55-ft Long Drainline Spacing: 9 Foot on Centers Total Length of Drainline: 290 Feet Total Number of Panels: 66 Maximum Trench Depth: 27 Inches Repair Specifics Effluent Loading Rate: Design = 0.3 GPD sq. ft. Drainfield Type: Horizontal PPBPS Pump Required: Yes Distribution Method: Pressure Manifold Required Linear Footage: 267 Feet Available Linear Footage: 355 Feet Maximum Trench Depth: 27 Inches *See septic layout for site locations and additional details. 6 • PPBPS Design Worksheet File#: Tax#:373411753647 System Requirements Address:4508 Springs Road Design Flow 480 gpd Conover,NC 28163 LIAR 0.300 gpdRt."2 Consultant: Larry Thompson Linear footage 533 ft(conventional) Phone:704-301-4881 Linear footage 200 ft.(PPBPS) Reviewed By: Design Layout Date: Laterals Length(ft) #Panels Line#1 60 14 Line#2 60 14 Line#3 60 14 Line#4 55 12 Line#5 55 12 Totals 290 66 Absorption Area Length(ft) Width(ft) Area(ft"2) 290 3 870 Trench Spacing is 9-ft OC T&J Panels Linear Feet #Panels 50 11 60 14 70 16 80 18 90 21 100 23 S 'f LLY,t(1� Lai- 1;._ Ny s(o.�-_� ,► U1 �.J ' �a�e rne, �� -V;'-,-(-La tS -5' 41 lifee,, . /c; , cpa, ,, -- I@ Gsee � L; Ss'2 i-S Ss 4 R. 55' a la � 7 \' , 5a' ..,57 T»box \_____„___ el' _ it loco 9ap scei-;c Acw•.14.. 38x3a L ' .5D, l P ,...___T__, ‘„, sockck a-3' 5 V Thompson Environmental Consulting,Inc. Sheet' I. of PO Box 541 PROPERTY ID#: 3 r 1-7 5 31.,i47 Midland,NC 28107 courant: ` a._YXn SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM OWNER: ADDRESS: DATE EVALUATED:— -t 19 I___ PROPOSED FACILITY: Res. PROPOSED SIGN FLC]1L(.I949): 480 9pd PROPERTY SIZE: — LOCATION OF SITE: D( v r ,AA �_ Svc-- 1 PROPERTY RECORDED: WATER SUPPLY: 0 Private Public C)Well 'i�Spjruisl L`Other / EVALUATION METHOD: Kum-Boring ❑Pit ❑Cut TYPE OF WASTEWATER Er ewage ❑Industrial Process 0 Mixed • ' • • P o SOIL MORPHOLOGY OTHER P (.1941) PROFILE FACTORS t .1940 E LANDSCAPE HORIZON POSITION/ DEPTH 1942 PROFILE p SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ D — 5 s1 s k cs%) IP .3 G L L 5Of s�, l! s. t I, , ....„ , ,, s_.:_, )) Q -30 3I ��1," .{sue,,e . <9o- 7 ,i (-Ak ie�1e. _ 1, (-) `", f( ) —` � (c: ( c.,.�jJc - I Ss S� 0, !0 L L7 el _61 wM tc. '1S j) 41 14 e) - 3 t- e-,f 4.,1;k: ' -? 1)_ (?f �( djiok �Ls SS 47 ill `'l, )) o �l) DESCRIPTION INMAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): _ Available Space(.1945) PS PS SITE CLASSIFICATION(.1948): Provision .4.1'�t-" • EVALUATED BY: 6 / 1 H OMA SystemType(a) PPBPS PPBPS OTHER(S)PRESENT: Lr�jt�► ,1 • Site LTAR 0.3 0.3 rf L.Thompson, LSS l : k COMMENTS: ! ► r ' . .i' ! Updated February 2014 `M!!i''' 1 r 12Ai psce CleAbFt1H C Catawba County Environmental Health el 991 4.0 cit ti 114. • ��� •4514 5Q cn 100.11 \61 3799 0 • 11) s 4508 +. ter, 13 (f1'\ 3647 •4502 •4496 2661 12 ALP. 15 , -17 •4490 2526 �P, 11 1543 (i)�, (N7 s 10 ��, 19,44 AA A3 Parcel: 373411753647, 4508 SPRINGS RD 1in=60ft 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: 373411753647 Owner: MARTINRAY HOLDINGS LLC Parcel Address: 4508 SPRINGS RD Owner2: City: CONOVER, 28613 Address: 114 MORLAKE DR STE 103 LRK(REID): 404984 Address2: Deed Book/Page: City: MOORESVILLE Subdivision: SPRING FARMS State/Zip: NC 28117-9211 Lots/Block: 12/ Last Valid Sale: School Information: Plat Book/Page: 84/197 School District: COUNTY Legal: LOT 12 PLAT 84-197 Elementary School: LYLE CREEK Middle School: RIVER BEND Calculated Acreage: .460 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 Zoning1: R-20 Building(s) Value: $0 Zoning2: Land Value: $11,400 Zoning3: Assessed Total Value: $11,400 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 �4 Kerry te mean.Prow.ey me rear,Emergency waagement Agesc,a d Q rurtC,nI1 tare.1 a not located ear rit a stab,ea.0.011 ores ha property le enteoly r 50•4. �J�, ay�/ gI6I� •1 fj7� /a Notice EnnrorTmeenta aoite Supervi a or Doha. Dot. �' 44_"••a,,P \ ' d';.4 0.41. / \ey .4.1 •Pmprly wb f f°any mremaee one repine of way m reread, !�+ VVV'},� anon al NcaDl.�a.«nan°tea right.of.fix \"e TO ® •min survey h abject re any roar the may be axles.by a R,�°to\l�d �o ,� Approval • Certificate for rob end accurate Nile sera. S9d#'Rr /� a Major Subdivision Plot •nwitt„survey eon-ante dedicatons or othher enc encualL mbrances ten Such ' ha Snot plat and Ins time nomea shown burdens could,let a this property one not ripper w Min Prof. old ��a nave been found M campy with M. Accordingly wws al Mrs plat re warned to amok,alert for Me buy the VW line of \p- tp x/ ��eta �$, f 'may,%� Subdivision Regulation• l Catawba Covey existence of such unrecorded burdens nal shown hereon. along Repel a Let) F /' �'ra $ and were approved by the Cora wOs County tt Lkivewwl -b Planning Directs nis/new designee.AS •The Global Nodgotfa Satalfe System(GIBS)was used tO \' [ace 1 S,; tkr smell,&Nit.and other seared Perham to geapotbt posaang accuracy Jladarde pert 2 /�' %. J �mproverna0 nala been'"stOad according blond/ f geodetic network.at Me 95X confidence oecualey ' ��a 'a� r°specifications and standard.,a° fassiroelia(95X merdaee)using real Nma YMemotk. The 10',70' Jr .T i guarantee of the in•talbtion of the !allowing Mf of/a woe wed: Syst r `� aA `tom s1 recurred improvements in on mount and A' $• 9 11 AY manner son ffsloer°ry fe Coraw.County ham (led Drnbo.crow,.that Min map.one Mown wdr my i N 1 ys• 7 e been received. Rinis plat i.approved T ,oa to,bn born a',Chia OPS survey mode under my eupantan d \ &Son 1 ,.`; �� ., - recording C Me Office of the Register of and Me Waring stet albs was used tp perform Me away �� `4, Eas.mal UA � . Ned>of Cafawbn Cooney.Irvin tidy(60) 0, •0#' 8, N V_o ®� �% days o dal of tn' prowl. can of Survey CLASS AA La halliard Accuracy Gar f116 +� 4J V. UN 'O j• yea :ir 049 tr1 4-i7atk�GCS 1,12 ripe el Gp5 Fact Procedure RTK % 8 N O V('6V �'�� ',b p ,Yeti,°f Plannip oriasignee Da Cotes of Survey 12/2/2021-8/6/2M Ft� • s a • o\ O w gu ' lab • - 0ofO d/ee NADot(2011) • oO� Published/rived-Control the Ms t� w 11 ..o' 3 b5 o l' GEOID Maer 20f8 1 -1 '# t spp..yy., ®�� 10 In Crnbmse Wier tooter 0.99987078 All � � y oa bti mod,►� r.{ Unite US Survey Feel , ' � �© v'a -a_iO•� b 'fop' • •Area determined by e°adhol.[amputation.. \ 1 ..... Se S • a Lloyd H. Propst, Jr. Todd. •nla TOGS r NCGS Hoar.Carona Monument found wiMe 2000 e '' q5 Sr C."'" • Cobrine E. Propst feefor m.sits 1 1 w 4 tot Dra•13 o Judy P. Stevens •Loves)ra be seed by city water end ndlvaad septic. at O }92.8� 10 - Sea'N far L Q 0 qn And P. Blodgett 71 .Property lie. 0000, knit of 9pro, y e agricultural district `l 1v 40. 1olL9f •N 7SC0 j3 E •• ��2� •UMW.re Yna«aama. 10101 $7T •Red maples twee panted no mare Mon 50 het aft.Me • �POg�°�•war+ 333• at1 +_ NOW Contour lines on,toted tram rynt-of-way as campy with NOWT equate.woe... �i goo•'"7SOo t 3 E 3+di° Cotes*,CIS web+itd. •mere b a 10'drainage one Nulty easement Wag av lot lees i No-r'g N e N •Total number of fats.' 13 •�a.aK,(}M ri•10 I S1 3S f Ted Y.Baba.,tillty Met fhb'nee was aides under my �A 1 1 I}a'c KA 1 S s7„.t0 „�1s O ,pain oe from a afoot savoy made under my aWrnela" ^+ •13,E 315 (dad description recorded in Baud J7J6•Poq.782). mot lea yA�,.'9 plot woe prepared a accordance with as.7-JO as eel 9 1 y'Vr N 73"� "v O Met Ina glass meets the 0500reastnomat°f GS 47-JO.t 6wrnr 11 %. O HI r y ya.ese ±� 2 ago r a°county or munklpdtty that haws a°adeac Mfhot jya to+red• total w SC j. regulates parcels of land •y c,3\ 1 ose �13.A 3 E 791 e5 _7Yi b - inmate Ma my mode vgnature,reghlrotI00 number ad 7 I� EOrmN 13'p0r © y• sea Ins.29M of August 2021 A.O. C1 O �1IS In P/,'Itiatal •� `JaJ" %_/,.//J3L. SH,.!1(j/:`. II +• ,}DO 0 n[j9 A4 �'--i`-__` ---� •:r•4�••••55)'•S%�••' \ 9 Nn<7 O° 1 SE Far ed�,a.,a�a;�cI •s L-J/75 ri SEA. 1n t 11 , �t L 3175 � X r. Non-access easement \ ,e.Do' Area 2 f6<;sll0:'•q+ awe the is/N ear.a 1 h n 0ZA at • ,freeway 11 r0' •....4;:.FKW;r oar Stet on Lot 1 ���' Including 0.21 ACM In R/W Eoe.mMl •••.•• 1.'% 'Q omen of rein hdkateo d/Caen..show ere•'" I+.RfP •& Tasemen 8 hahafd ground th gran Tp caved to e 1 Eo,.menl A drtaM nattily Me,.dine dNtace by Me 1 aid �1 .watt ._e�f:1 1 .. maned/acfa. "'ye r6'lK'P � !J/1'd �i1•E,R �'�' Review Officer Certificate �J. v S B6'3a 33 29a. a a -_ \ star.of Nren erode Loon ty°/LelowDo S.R. I51J Legend �-- t7gin Mp.& 60. P9 \5 1, :o-e m Renew Officer i c.io.+e h y certify.°r ,map a plot to enew ffi certification Cease. h CAPS ON MONUMENTS SET CONTAIN mt. 11 „a 1 \ ,three meet•d/statutory reau7nmenef.b recoMeg. SURVEYORS NAME AND LICENSE NUMBER. ' 0 IRS............ I/1•IRON ROO SET WITH YELLOW GAP 1 c1 \ /�r�4.Y4-'�[.CL' _ /y .aP............EXISTING IRON PIPE AS SNOWY son i R. r O/fks• 4r OoN n ZIP............EXISTING IRON ROD AS SHOWN 1 Lot I P.S. 66, Pg. 85 Z •005............super SPACE SET Courro nwnme drone. 5D9EET scN Ownership & Dedication Certificate U,.e. L 9 2P55'0. 0T9' N 67.b'Ip' I 7 tl -....Urxm Par z for Corporations, LLCs or Non—profits a �. — N n1,9'S$ -6? b...................nRf HYDRrNT I Ha)cell*nett am flu are)me ewer(.)el W prowl, W.+ . N bo'29'»• I.7 •................... WA7ER yALVL J awe.areal a error, ed.lean fn.Root,sPo W. ; M 6e22' I................... 1(0PROPOSED RED 0AFNE TREE BER •;', 0e glen 1 0 telte el one 0•a 1.tO met I.0 n.Ny adapt 0' L �36' t-�]]p�p0 PIN............P.l4CCt IDENItrK,.IION NUMBER Q�J m. et won a e e.d as4kaM b .00 v"alp ova snow N 5+36't I 76 RCP...........RE1/eD.RCtD CONCRCIE PlPC a .Mat roc "wades,Nine'•aba dale.cow.pen and arc Ss• EP.............EDGE OF PAVEMENT w.,cool ewe sy0'000 ry notated as rule aM tea I M 50)9' 7,0' sf' (•W)ere manta or wen ova aft the offer of adkotlen b 4''• L1 1.4 Sqlp 51.9' ROW...........RIGHT Of WAY orn Ma plat s//tee Od 10'Sale A.0.owned,'AN may Mow en y. LI I N.53501 • 17.1 T 1eMeeled he-a punk eer gee* 0 O has se Jam.to et `,LynS LIS N 55.0'g91TQ•'' 57, MIS NOT 70 SCALE ".o maw.Air en,,tiler treed erased by Ass Men w,a rls LII N YS IS' life ' l/NE SURVEYED o re • Z • rlE(wE SIIRV£KD -2-441L A, �___ /a nhtnp Axle t7 -__. _AWE NOr 51/IKWD ",�,•-A-� n tine 0 1- F-S .1 —- —,MGSR-OF-IMF UNE - Name of 1 u Nan-rem) (( Carve Roc L•nail' o.era cad eerie _pp_Ov1RKAI)YTRIM1 Loaf "+l (((( Cl 1/9.so' 19 ' 141- ' 70.'J4 00 Note 8s(,. ort.prase* 80 �r.yA'{(L f IZ p N ES N 4 80 0 80 180 240 individual driveway easemenH are We_� __— -_ If I wide rote*rend from 0.00 t'ne /2. GRAPHIC(Seaway alensrW) pate HI SCCJAL_B - FEET I• - 80' of rood la 20'peat ROM';Da Oa Bingen, I ER Sam Shand*brewery easement.on rNojor Subdivision o% 20'wide l0'on ecwh,Me of property lk Notary Spring Farms bred and ex tend from the centerline t/r•no arm Carona Comae County iTWD of rood to 20'parr R/w inn.. as shown. r tifL1;:SP fl.ClA7'CaEY15.o Notary p'rerk a,and Clines Township, Catawba County, NC i�yB0w 1,,ore alai.a..M.<..py Mal ewe"""}t,1T Owners of Record: MartinRoy Holding, LLC r' -D11S7NAL-fritaaF 'esg"" ry? Deed Reference: D.B. 3736 Pg, 782 o.nw(.1 preaay ogee,.,dawn me ens Oar end a<.maw.a OT.A 4 Plat Reference: N/A ���,y/ �i�� tee one".cation a1 eaa lrwaho netn.ment N R} fJ"'^ r/''e Zoning a PIN: 37J4-1175-2255 Proudly Surveying Nedell County soN,N0 R-XECalo.ba County) ml"".my nand en4 pm,a'real �AL')LIG Job Number.:2111380S3.OWG (3111380.CRO) Sine.1989 BYadeg Setboe» 0l me a�bey or_QA,AL�,9. 2012. l' Field Work: 12-2-2021 670 SIGNAL WU DRAT EXT.,STATISM/1,NC 28625 hat-JO' y�,s0-'E,� PHONE(704)678-9661 Side- 15' N�tLy` lfa"tI tr,.ono < $4C4' Plat Date: 8-29-2022 www.Aoundorydevelopmentcom Raw- SO' WrWk my<amm,,.kn.,ghee- .LIY'`PhCII 1B,Zo Q2_._____ Drown By: WSR FILED46.2022 1TASB CI� BO0OK5 O110OOe4 CATAWBA COUNTY NC PAGE 0197 GONNA NICKS SPENCER81g soar REGISTER OF OELOS INSTe 19526 ♦ 0 I, MILES A. WRIGHT(NCPLS L-5256), HERBY CERTIFY Ttil1IiT/i SG THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION; �•S,`� C A O�il �� SITE THAT THE RAT10 OF PRECISION DOES NOT EXCEED AN ` . ' �� ERROR OF AN ERROR OF CLOSURE OF 1:10,000; THAT , �e Oc�SSi0ti'o i y • THE BOUNDARIES NOT SURVEYED ARE CLEARLY SHOWN O< -7 , �� AS DRAWN FROM INFORMATION FOUND IN (REFERENCES �Z e 0. SEAL r°-7_ 0 AS SHOWN), AND THAT THIS MAP MEETS THE — ° REOUIREMENTS OF THE STANDARD OF PRACTICE FOR ° 24934 0 — URG OR• y 0 LAND SURVEYING IN NORTH CAROUNA(21 NCAC %5j'° F °�� PRR159 0 56.1600). WITNESS MY ORIGINAL SIGNATURE, LICENSE ,�j°°„O/N�C'oe r... j0� m NUMBER, AND SEAL i�`'�°°° ,,, ��,,� p0 r PREUMINARY PLAT 1,, A;1,A*** 0 0 NOT FOR RECORDING, SALES, OR CONVEYANCE Ul BAR SCALE 1"=50' MILES A. WRIGHT, PLS UCENSE NO: L-5258 00 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) THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF A TITLE =ADJACENT BOUNDARIES REPORT AND MAY BE SUBJECT TO RECORDED AND UNRECORDED - --_- 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. Septic Drainfieid Easem en t S38'43'26"W Aii S38'43'26"W 56.81' •" 22.53' ,4 ... v. N39'20'20"W ar,A r 25.33' i i . 1 n, • / S3'01'23"E 37.22' L... r 1--rl lental Health v a) El M Mi in N CO M Z m o LOT#12 „'6� N1 0.52 AC± N 0) M) z /PAT1O )7sr t, DUPONT-11 1 n.ir 2633'J I J 'SHARED DRIVE 3;000'SF N39'20'20"W 1 ' 30.1 ' \ _ N38'50'39"W -.�30.00' 16mmip iiil ini 550'39'40"W 8 •� yr 51.96' ~ S45'53'O1"W SPRINGS ROAD 23.12' 60' PUBLIC R/W WRIGHT & ASSOCIATES PLOT PLAN WRIG HT ENGINEERSC-4053 SURVEYORS SPRING FARMS LICENSE# & 209 1ST AVE SOUTH LOT#12 ASSOCIATES CONOVER, NC 28613 CLINES TOWNSHIP (828) 465-2205 OFFICE CATAWBA COUNTY, N.C.