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HomeMy WebLinkAboutIMPV-08-2022-177693.TIF catawba county public health February 24, 2025 Erin and Adam Colvin 8570 Bivouac Place Galloway OH 43119 Subject: Notice of Intent to REVOKE the Improvement Permit and Authorization to Construct for 1357 Karriker Drive, Catawba NC 28609 PIN:470002869853 Catawba County Permits IMPV-8-2022-177693 and AUTH-8-2022-177694. Dear Mr. And Mrs. Colvin: The Environmental Health Division of Catawba County Public Health intends to revoke your Improvement Permit and Authorization to Construct 30 days from the date of this notice. You must apply for a new Improvement Permit and Authorization to Construct and meet the requirements of the current laws and rules necessary to obtain a new Improvement Permit and Authorization to Construct. You have a right to an informal review of this decision.You may request an informal review by the environmental health supervisor at the local health department. You may also request an informal review by the Department of Health and Human Services' Regional Soil Scientist. A request for informal review must be made in writing to the local health department. You also have a right to a formal appeal of this decision. To pursue a formal appeal, you must file a petition for a contested case hearing with the Office of Administrative Hearings, 1711 New Hope Church Rd, Raleigh, NC 27609. You may write the Office of Administrative Hearings, call the office at 984-236- 1850, or get a copy of the petition form from the OAH web site at http://www.oah.nc.gov. The petition for a contested case hearing must be filed in accordance with the provision of General Statutes 130A-24 and 150E-23 and all other applicable provisions of Chapter 150B. General Statute 130A-335(g) provides that your hearing will be held in the county where your property is located. If you wish to pursue a formal appeal, you must file the petition form with the Office of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER. The date of this letter is February 24, 2025. Meeting the 30-day deadline is critical to your formal appeal. catawbacountync.gov Environmental Health Catawba County Government Center 25 Government Drive I PO Box 389 I Newton NC 28658 1828.465.8270 MAKING. LIVING. BETTER. If you file a petition fora contested case hearing with the Office of Administrative Hearings, you are required by General Statute 150E-23 to serve a copy of your petition on the Registered Agent for the Department of Health and Human Services:Julie Cronin, Office of General Counsel, Department of Health and Human Services, 2001 Mail Service Center, Raleigh, N.C. 27699-2001. Do not serve the petition on your local health department. Sending a copy of your petition to the local health department will not satisfy the legal requirement in General Statute 150B-23that you send a copy to the Office of General Counsel, 2001 Mail Service Center, Department of Health and Human Services. Respectfully, Jason Boyd, REHS 1810 Environmental Health Specialist Catawba County Public Health r (1/404 c atawb a county public health VOLUNTARY RELINQUISHMENT OF ADMINISTRATIVE APPEAL RIGHTS Date prepared:2-24-2025 Owner(s): Erin and Adam Colvin Mailing Address:8570 Bivouac Place Galloway OH 43119 Property location/site legal description: I357 Kaniker Dr Catawba NC 28609 PIN:470002869853 Improvement Permit(IP) IMPV-8-2022-177693 Date Issued:8/12/2022 Authorization to Construct(AC) AUTH- 8-2022-177 69Li Date Issued:8/12/2022 I, er\1---. C 0\v 1 fl ,voluntarily relinquish my rights to pursue a formal appeal through the North (print full name) Carolina Office of Administrative Hearings pursuant to NC General Statute 130A-24 and 150B 23 and all otherapplicable provisions of Chapter 150B for the above referenced permits(which includes the IPs and ACs)in order for the authorized agent/localhealthdepartmert to issue the applicable permits(new IP and/or AC)for the site. I understand by completing this form that the permits for a VA Drip Tnigatinn (System description) will be revoked immediately by the authorized agent/local health department. I understand that the localhealth department's revocation of a permit can be appealed to the North Carolina Office of Administrative Hearings within 30 days oftherevocation pursuant to theNorth Carolina Administrative Procedure Act. I understand that in order for the local health department to issue anotherIPand AC that the current IP and AC must be revoked. I understand that the local health department's revocation of an IP or AC isnot effective until 30 days from the revocation or,if the revocation is appealed,at the time that the Office of Administrative Hearings issues a final decision. I understand that by signing this form and relinquishing my right to appeal the penult revocation at the Office of Administra tive Hearings that the local health department'spennitrevocation will become effective immediately. I understand and agree that the revocation of a permit that takes effect immediately is in my best interest. I understand that by signingthis form that I agree that I do not want to appeal thepennitrevocation. I understand that I am not required to relinquish my appealrights but that this is an option available to me so I do not have to wait 30 days for the revocation of the permit to take effect. Signature of Property Owner. Date Signed: al c`a`$ I as NCOHHS/OPH/EHS/OSWP Revised May 2015 catawbacountync.gov Environmental Health Catawba County Government Center 25 Government Drive I PO Box 389 I Newton NC 28658 1 828.465.8270 MAIIIAIC lIViPm .RCMP 4Y ��, ( ,INIII1( ()t \Il �t ..,.a ? Ir.+hlr,l le,rlf 1kr.:rt:•,Ci: suhj,islon THE SUMMIT AT LAKE NORM r ratsd 470002869853 �'71 s E t nnuu^td IA.r t I)�, +,n �\ ?•tIlt.'t ON.?3(rt'u'•"Dv.IIlmt. NI:WOO M 2WSR IOI(t 88 E; " r Site Address: 135'KARRIKER LN. CATAWBA NC 28609 Name on Permit: 'CORNERSTONE In PROPERTIES INC Property Size: Acres 1 Directions: North on Brown Chapel Rd.right on Long Isla^d Rd R ght on Karnker Ln Owner/Authorized Representative Acknowledgement of Permit Receipt 44 x� I certify :hat I am the ot%ner authr,riied agent 0,wrer's authur'vatiun required)representing the uwnerof I tile property described:rha\e. X5^^ As the property owner or authorised representative. I have received the above referenced permitis)as requested in the application for service RI1PR-06-202I-38118. by the following,method(s): Received in Person I acsimi le Iransmittal(Return limn with signature required) 1 I lectronic linage Transmittal lF-mail (Return receipt required) / As the property owner or authorized representative I have reviewed and understand the specific conditions )( of the permit issued, and further understand that all applicable regulatory requirements specified under the North Carolina Laws and Rules for Sewage Treatment and Disposal Systems(15A NCAC INA.1900), and/or Well Construction Standards(ISA NCAC 2C.0100), shall apply to the issuance oh this permit and the construction of the wastewater systems and or water supply Weil permitted. Permit Issue Date: 08112/2022 Owner Representative Signature ! t►'�.- lk Date s-/ t y2....2____ Documentation of l'crmit(s) transmittal (permit transmitted by electronic or other means) Permit transmitted by four i (/person sending permit) Signature9/E I late I ime b/i 111 Z L Method: _ .,_Fas mail l'S Mail Other Owner's request to send in the abuse indicated method of transmittal in lieu of signature We wantt tto hear from yo+Please ttake a few momentts tto complette our custtomer service survey att http://www.surveymonkey.com/s/EHCosttomerService Sf-Ci n Co net shrc&p.ulrvt- County: Catawba IMPROVEMENT PERMIT FOR G.S.130A-335(aZ)/SL2022-11 PIN/Lot Identifier: 470002869853 Issued To: Buller River Development Partners LP Property Location: 1357 Karriker Lane Subdivision: The Summit at Lake Norman Lot ti: 88 Block: N/A Section: N/A LSS Report Provided: Yes Q No❑ If yes,name and license number of LSS: Tyler Sgro, LSS License No. 1347 New❑r Repair❑ Expansion 0 System Relocation 0 Proposed Structure: SFR Proposed Wastewater System Type: TS-I Subsurface Drip (Initial) TS I Subsurface Drip (Repair) Fill System:❑Yes ❑Q No If yes,specify:❑New 0 Existing (when adding more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow: 480 GPD Proposed LTAR(Initial): 0.20 Proposed LTAR(Repair): 0.20 Design Wastewater Strength:Q domestic ❑high strength ❑industrial process Number of bedrooms: 4 Number of Occupants: 9 Other: Pump Required: ®Yes ❑No ❑May be required based upon final location and elevations of facilities Artificial Drainage Required: ❑Yes ❑� No If yes,please specify details: Type of Water Supply:El Private well ❑Public well ❑Municipal Supply ❑Spring ❑Other: Drainfield location meets requirements of Rule.1945: Yes Q No❑ Drainfield location meets requirements of Rule.1950: Yes❑✓ No❑ Permit valid for: ❑✓ Five years[site plan submitted pursuant to GS 130A-334(13a)] ❑No expiration [plat submitted pursuant to GS 130A-334(7a)] Permit conditions: Licensed Soil Scientist Print Name: Tyler Sgro Licensed Soil Scientist Signature: Date: 7/28/22 The LSS evaluation is////being submitted pursuant to and meets the requirements of G.S.130A-335(a2). 'See attached site sketch* County: Catawba This Section for Local Health Department Use Only Initial submittal received:8/1/22 by RP Dote Initials Permit Number: I MPV-08-2022-177693 G.S. 130A-335(a4)states the following: 'If a local health department fails to act on an application for on improvement permit submitted pursuant to subsection(a3)of the section within 10 business days of receipt of a complete application, the local health department shall issue the improvement permit.' In accordance with G.S. 130A-335(a3)the improvement permit application is: ❑ Incomplete(If box is checked,information in this section is required.) The following items are missing: Copies of this were sent to the LSS and the Owner on Date State Authorized Agent: Date: ❑ Denied(See attached report.) Copies of this were sent to the LSS and the Owner on Dote State Authorized Agent: Date: EJ Complete State Authorized Agent: /1/(ar Date of Issuance: 8/12/22 This Improvement Permit is issued pursuant to G.S.130A-335(a2),(a3),and(a4)using the signed and sealed LSS/LG evaluation(s) attached here. The issuance of this permit by the Health Department in no way guarantees the issuance of other permits. The permit holder is responsible for checking with appropriate governing bodies in meeting their requirements. This site is subject to revocation if the site plan,plat,or the intended use changes,or if information submitted in the application was falsified, inaccurate or misleading. The Improvement Permit shall not be affected by a change in ownership of the site. This permit is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to conditions of this permit. The location and identification of all property lines,easements,water lines,and other appropriate utilities shall be the responsibility of the owner. The Department,the Department's authorized agents,and the local health departments shall be discharged and released from any liabilities,duties,and responsibilities imposed by statute or in common law from any claim arising out of or attributed to evaluations,submittals,or actions from a licensed soil scientist or licensed geologist pursuant to GS 130A-335(a2). Improvement Permit Expiration Date: 8/12/27 *See attached site sketch* .. • • --C 0 1. -.. illiii. +,. ir qp, ."."".P'.."'... •••••,,,j1 SOIL REPORT . _ L� 0 _ , Pressley - 1357 Karriker Ln , • 111 F'4 September 26, 2021 Prepared By: PTyler Sgro, L.P.S.C. #119, South Carolina Davis Horizons 843-754-6307 " s tyler@davishorizons.com • * . . " " , sortSc ' rr '��YY r 5 N� ti O r347 �O" NO TH G� I , _ _ il. or IIMMIIMMV Now DAVIS HORIZONS SOIL - ENVIFIONMENTAL • 61$ Pressley— 1357 Karriker Lane Site Location and Characteristics The project site is located at 1357 Karriker Lane in Catawba County, North Carolina, identified by Tax ID number 470002869853. Data was recorded on September 25, 2021 utilizing soil auger. Elevation data recorded at these locations shows elevations ranging no more than 124 inches between sample points. Soil Sampling Methodology In order to measure site elevations, a Trimble R10-2 external GNSS receiver was used to measure elevations at each soil boring location. Fixed real-time kinematic (RTK) positioning was obtained in order to maximize data accuracy. Elevation error was measured to not exceed 1 inch, based on data provided from the GNSS receiver. Orthometric elevation data was recorded at each data point and recorded on the subsequent data sheet. Elevation ranges between the soil borings were obtained by computing the difference between elevation points. In total, 3 data points were recorded for the purposes of finalizing the footprint of the proposed drainfield and associated repair area. Applicable Regulations Recorded soil documentation, included suitability considerations, were observed based on criteria found in the North Carolina Administrative Code, Subchapter 18A, Section 1900, titled "Sewage Treatment and Disposal Systems." Soil conditions such as soil texture, soil structure, soil consistency, soil mineralogy, soil color, soil wetness, observed soil depth, saprolite class, restrictive horizon presence, and subsequent loading rates were identified in accordance with this Section. This report and subsequent design are being submitted for review under North Carolina Session Law 2022-11. As such, the following required statement is included to meet the requirement of the law: "The LSS evaluation is being submitted pursuant to and meets the requirements of SL 2022-11 described in G.S. 130A[11335(a2)" Design Criteria and Recommendations Soil wetness conditions were observed at a depth of >21 inches. A restrictive horizon was observed at 20 inches. A minimum of a twelve inch separation between soil wetness/restrictive horizons and trench bottoms must be maintained. However, based on final system design, and use of TS-I or TS-II treatment systems, these vertical separations can be reduced, where applicable. Any fill material necessary in the design of the drainfield should consist of Group 1 soil material (USDA texture of sand or loamy sand), with the fill cap and/or buffer area consisting of Class 2, or 3 (up to sandy clay loam in fineness) material, as outlined in the engineer's final design. It is the installer's responsibility to ensure that the applicable soil media used. If there are any questions regarding the texture classification of the fill material, inspection of the material may be required1. Horizons with more than trace amounts of organic carbon content existed to maximum depths of 4 inches. The aforementioned soil horizons with more than trace amounts of soil organic carbon do not need to be removed. However, the root mat should be removed prior to adding fill material if required. 2 Pressley— 1357 Karriker Lane .�. _ A long-term acceptance rate (LTAR) of 0.2 gallons per day (GPD)/square foot (SF) will be utilized for the loading rate2. At the completion of the construction of the drain field/disposal area, the fill material over this area will be immediately seeded and protected with straw or mulch or sodded to establish a permanent vegetative cover. Any concerns regarding surface water flow and/or improvement of subsurface drainage conditions should be taken into account by the installer prior to system installation. If questions regarding the final drainage plan arise, this office should be notified for consultation prior to the initiation of work. Based on the observed soil conditions and applicable regulations, it was determined that a Va. ATU would be applicable for this site. Final system design, including the site plan, drainfield square footage, and system design have been completed by David DeCaron, P.E. from Piedmont Design Associates. These plans are to accompany this report and are to be relied upon for the installation of the proposed system. For questions regarding the site plan and system design, please refer back to these engineered plans. Soil Classification & Site Suitability The soils in this area formed from metamorphic rock typical of the Piedmont and in relation to the site's geomorphic position on the landscape. Thus, the soil conditions reflect drainage characteristics typical of soils of the mapped series below. This soil classification was based on the observed soil morphology in the excavated soil profile. Descriptions to further depths are not necessary to make interpretations for onsite wastewater disposal systems. The soil observations provided in this report and the below classification are derived by soil conditions in the observed sampled locations/area only. It should be noted that the below classification does not take into account any inclusions that might exist with the sampled area. Based on the recorded soil data, related soil classification below, and applicable suitability parameters listed in Section .1900, it is recommended that this site be considered Unsuitable (U) due to soil conditions; Provisionally Suitable (PS) due to site modifications and/or recommended system type for the placement of the designed septic system. Similar to soils of the Saw series: Fine, Kaolinitic, Thermic Typic Kanhapludults 3 Pressley - 1357 Karriker Ln Other Considerations Adherence to Report: The depth to the soil wetness conditions, restrictive horizon(s), trench bottom separation, LTAR, and the land preparation prescriptions outlined in this report are site condition minimums that must be adhered to in the • design and installation of an onsite wastewater disposal system. Any expenses incurred due to deviations from the soil prescriptions outlined in this report that result in system malfunctions or repairs will be the liability of —— the responsible party completing the onsite work. Notification Regarding Wetlands: • It is the responsibility of the landowner and/or equipment operators to avoid regulated impacts to waters of the United States(WOTUS), including wetlands. Should any part of the proposed onsite wastewater system be located in WOTUS, including wetlands, approval from the appropriate State and/or Federal agency[i.e., US Army Corps of Engineers, NC Div.of Coastal Management,etc.] must accompany the application for an engineered onsite wastewater system. It is recommended that the landowner and/or equipment operators contact the applicable State and/or Federal agencies prior to initiating site work in order to avoid regulated impacts to WOTUS, including wetlands. Footnotes: 1. Fill material must be inspected and approved by Tyler Sgro prior to placement of material and system installation, if required. 2. Long-term acceptance rates(LIAR)are estimated using the South fitt) Carolina Department of Health and Environmental Control, Bureau of Environmental Health Long Term Acceptance Rate Standard for Onsite Wastewater Systems. The long-term acceptance rate is based on the most hydraulically limiting naturally occurring soil texture from the ground surface to 12 inches below the bottom of the proposed absorption trenches/disposal tubing. Estimates on the acceptance rates are based on soil texture and other applicable soil morphology. 4 s CT1 (h 'IMry7:1 .Ia o r E L.. 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