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HomeMy WebLinkAboutIMPV-04-2023-193610.tif catawba county public health August 13 2025 Andrew and Nancy Vester 35651 Huff Rd Eustis FL 32736 Subject: Notice of Intent to REVOKE the Improvement Permit for 4495 Ina Ln, Sherrills Ford NC 28673; PIN:460602987727. Catawba County Permit IMPV-04-2023-193610. Dear Property Owner: The Environmental Health Division of Catawba County Public Health intends to revoke your Improvement Permit 30 days from the date of this notice. You must apply for a new Improvement Permit and meet the requirements of the current laws and rules necessary to obtain a new Improvement Permit. You have the 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 150B-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 May 6, 2025. Meeting the 30-day deadline is critical to your formal appeal. If you file a petition for a 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 catawbacountync.gov Environmental Health Cotowbo County Government Center 25 Government Drive PO Box 389 Newton NC 28658 828.465.8270 MAKING. LIVING. BETTER. 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 150E-23 that you send a copy to the Office of General Counsel, 2001 Mail Service Center, Department of Health and Human Services. Respectfully, Robbie Phelps, REHS Environmental Health Supervisor Catawba County Public Health catawba county public health VOLUNTARY RELINQUISHMENT OF ADMINISTRATIVE APPEAL RIGHTS Date prepared: 8/13/25 Owner(s): Andrew and Nancy Vester Mailing Address: 35651 Huff Rd Eustis FL 32736-9305 Property location/site legal description: 4495 Ina Ln,Sherrills Ford NC 28673 PIN: 460602987727 Improvement Permit(IP) IMPV-04-2023-193610 Date Issued: 4/13/7023 I, ,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 other applicable provisions of Chapter 150B for the above referenced permit in order for the authorized agent/local health department to issue the applicable permit(new IP)for the site. I understand by completing this form that the permit for a Iile 50%reduction (System description) will be revoked immediately by the authorized agent/local health department. I understand that the local health department's revocation of a permit can be appealed to the North Carolina Office of Administrative Hearings within 30 days of the revocation pursuant to the North Carolina Administrative Procedure Act. I understand that in order for the local health department to issue another IP that the current IP must be revoked. I understand that the local health department's revocation of an IP is not 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 permit revocation at the Office of Administrative Hearings that the local health department's permit revocation 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 signing this form that I agree that I do not want to appeal the permit revocation. I understand that I am not required to relinquish my appeal rights 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: NCDHHS/DPH/EHS/OSWP Revised May 2015 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. 4495 Ina Ln County: Catawba This Section for Local Health Department Use Only Initial submittal received: 3/28/23 by RP Date initials Permit Number: IMPV-04-2023-193610 G.S. 130A-335(a4)states the following: 'If o local health department fails to act on an application for an 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: © Complete '//�,, State Authorized Agent: �i'^��4 Date of Issuance: 4/13/23 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: 4/13/28 *See attached site sketch* • County: L4 IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2012-11 PIN/Lot Identifier: I1 '0 l'i d zc ;7 77 f'7 1 Ao r i,;I, p1 (1 6 / y�qq Y z 7 9 Issued To: (G Property Location: L-LlIts U I-4- <` ) J,5 fur 1 pe O l" Subdivision: Lot#: S ' Block; Section:LS5 Report Provided: Yes No❑ If yes,name and license number of L55: YYl v e { �Lt %1 ark New ] Repair❑ Expansion 0 System Relocation 0 Proposed Structure:_ 7 SLJ�p { yt Lt Proposed Wastewater System Type: J 1 .B P._ (Initial) PP-ef-5- Fill System:0 Yes ❑No If yes,specify:❑New 0 Existing (Repair) / (when adding more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow: -/9 0 GPD Proposed LTAR(Initial): 0,21' Pro Design Wastewater Strength ❑ domesticPosed LTAR(Repair): 4 high strength ❑industrial process Number of bedrooms: (r Number of occupants: 0 Other: Pump Required: ❑Yes p No ❑May be required based upon final location and elevations of facilities Artificial Drainage Re wired: 0 Yes 6-No If yes,please specify details: Type of Water Supply: Private well 0 Public well 0 Municipal Supply 0 Spring ElOther: Drainfield location meets requirements of Rule.1945: Yes _ No 0 _/ Drainfieid location meets requirements of Rule.1950: Yes L� No❑ Permit valid for: five years[site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration(plat submitted pursuant to GS 130A-334(7a)] Permit conditions: c' • 1 Licensed Soil Scientist Print Name: el') D•e Vl k - l IA Licensed Soil Scientist Signature: Date: 2_ /Z 7/2 3 The LSS evaluation Is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* • RECEIVED Environmental Health Ina Lane LOT 3 (See Attached Design) The septic layout for this lot (8'centers)yielded a total of 554 linear feet of line.The primary system is proposed as 270 linear feet of Modified Conventional(PPBPS)drainfield with gravity distribution. Trench depth is specified at 32 inches(Low Side).The repair system is proposed as 267 linear feet of PPBPS(50% Reduction)drainfield with low pressure distribution. Trench depth is specified at 32 inches(Low Side). There is 284 linear feet of repair available. Session Law Requirements All information needed to issue the IP must be submitted with the application. The application shall include all information described in 1SA NCAC 18A.1937(d)and be accompanied by a signed and dated statement from the applicant (owner or owner's legal representative)that reads as follows: "The LSS/LG evoluation(s)attached to this application is to be used to issue on improvement Permit in accordance with G.S. 130A-335(02)and(a3)." Owner '. Date Print Nam e,i re ; ;J Signature L//)0/23 The LSS evalua o all include a statement bearing the LSS seal and signature that reads as follows: "The tSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A- 335(a2)." Disclaimer This report reflects the findings of S&FS,PA. This tS5 evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-335(a2)."Any site modifications that impact the proposed septic areas on the site may nullify this design for Ina Lane LOT 3,Sherrills Ford NC 28673. System design requirements and site requirements shall be adhered to for installation and Operations Permits to be issued by the local Health Department. If you have questions regarding these requirements a Pre- Construction meeting should be scheduled to discuss. Please contact S&FS if you have any questions regarding this report or the attached information. S&FS also offers septic system inspection, wetland delineation and forestry services Sincerely, j,�V SOIL SQe 1w" -4•• 1231 0 S.Ashley Rollans, LSS No RTri Gp' Attachment: Septic Design • • • / . 0 At 041 ..„-vo _021‘ • •�► om' i' le-CLEARED • /titi 3 ••••••••• BA -'7 13 LOT /2 ,�o i►�, " . rr yQ PORTION DF PARCEL 10 1606-C2Sg-4279 17 f • i1 ti Tc?1"Af. AREA = 7.574 ACRES �aPi� /' '111. (NCI-LONG 0.121 ACRE IN ROAD R/W. 5.755 SPRING ,mod'[ ACRES IN TRANSMISSION LINE R/NL AND 0.251 ACRE / / IN BOTH ROAD R/W&TRAl15LfISSICM LYIE R/6 j .../. I ORAIN AREA FREE 01 RA YS 1.447 ACRES tl .;10,..-\\lei , t2v / 9:5►'� 3/4' mom :�. ' '' PIPE (♦7 trt / a 'r �,,y' INCFiEI I . : I ' 4/ . // eiiiif-,. /. yR au. 1x � V,'P 0 / g t' y 120' LOT !1 !�o a" J`/ Pa 16• 111 I,• , ir .1 a' -------- i "' - ,os,' ..... ....' ten Z-'4&:. m too Oft NO � 7,1114 MIMEZs P.L 15 12 i. re �ik ¢ ��>��./ / \ . ``. 1/ /:- 0•` '•,, i•y�' LOT US "N. ,,p / / -9 / V♦ P.B.15 P0. 12 u T'/ / � NELL AND WATER , e 3• 6 a0• ```\ A/ y` cps 64 AGREEMENT �l ,y''� a�' +4, '' J /. / _-_ \ � 9� LOT/6 \ /• • NNE TANK• . P.B. 15 PG. 12 12136 PG. •• \ ' ' CRAWL \ ,, ` rI '� I; o1N _��_ c3? LOT a D.6 3527..i ' -- -+ 4 PER Tom' r, i \ „ �•44% g• WELL ---�-- P.B.P.L 15 PC. 1Y �. "ti. Pa 3Do " • t WATER T IN \ V 1 I/1 I PIPE(F) `(?J `� TANK I certify PARCEL 10 4606-0M-2561 ���.`�A" ',Rip the • ROGER BOENW land L. ' R i WATER Lll b7 record 1 JODY BOEf�I ! �p_ \• i — Catewbo c ``\," O.B. 3527 PC. 309 / /4 1 �++`\ //' �j P.S.= L115 PG. 12 °RECTOR X . ,/ P.B. PO.12 i/ ti_ =.._ vpr. RECEIVED SOIL & FORESTRY SERVICES CIF 123 OF THE CAROLINAS, PA Environmental Health www.soilandforestryservices,corn Project#: 22-0097 February 27th, 2023 Princeton Land Development, LLC Attn:Jeff Cernuto Email: Jeff@princetoncommunities.corn RE: Soil&Site Evaluation for a 4 Bedroom Residence at Ina Lane Lot 3, 7.484 ac Parcel PIN#460602987727 and portion of PIN#460602994279,Sherrills Ford, NC 28673. Mr_Cernuto: At your request Soil & Forestry Services of the Carolinas (S&FS) has performed soil/site evaluations on parcel noted above. The Lot size is noted on the attached survey map& soil evaluation form.The purpose of our work was to identify soil areas with potential to support subsurface wastewater disposal systems and provide design details for Session Law submittal to Catawba County Health Department. Site Conditions At the time of our evaluation land cover on the property was wooded.Topography within the evaluated area was gentle to moderate slope near the house site and proposed drainfield area. Property lines and corners were marked at the time of the evaluation by Lake Norman Surveying and Mapping. The surveyor provided an Autocad File of a survey as a basemap. The proposed septic layout was located via GPS&tape measures and used to produce the attached Site Plan, There is a large Duke Energy Transmission line dissecting the property and a community well (see Site Plan). Methodology We evaluated soil areas through the use of soil pits. Soil morphological conditions including color, texture, structure,etc.were reviewed in the field with six pit locations on the property flagged and located via GPS. Four of the six pits are located in or adjacent to the proposed septic layout. Soil suitability was determined by referencing 15A NCAC 18A.1900"Laws and Rules for Sewage Treatment and Disposal Systems".Soil&Site Evaluation Forms were utilized to record the soil morphological data for each pit. The house envelope was located via survey.An on-ground layout of system and repair was performed using a laser level. Pin flag locations of the layout were also located by GPS and tape measures. Detailed system& repair information is summarized in the following paragraph for this Lot, IPIF SOIL & FORESTRY SERVICES OF THE CAROLINAS', PA www.soilandforestryservices.corn Attached is a proposed design for an Modified Conventional (PPBPS)Septic System with gravity dist. for a 4 bedroom single family residence at Ina Lane, Lot 3,all of PIN#(460602987727) and a portion of PIN#(460602994279) Sherrills Ford 28673,Catawba County,NC. Contents: bag Information for the Installer 1 Design Information Design Specifications 2-3 Layout Specifications 4 Site Plan/System Plan 5-6 Calculations 7 Profile Descriptions 8_9 �oSOILSo %. Application Z*" N4- --- CLIENT ...5 AT Improvements Permit Form J �lir -AV), "' _ ; 10 41to k ffif : ' r 7�F AN, Air O 1231 gyp'' NORTH �'� February 27,2023 Project#:22-0097 Design By: Soil& Forestry Services of the Carolinas,PA • 1 INFORMATION FOR THE INSTALLER: The permit should be read very carefully prior to bidding. The following are details that must be considered along with all other considerations. - Tanks shall be approved by NC DHHS, and certification supplied by the manufacturer. - Tanks shall be water tested prior to installation. - The installer shall be responsible to the owner for placement of the tanks and to insure that final grades are returned to the original natural grade, with exception of added structural features. - The supply trench shall be compacted to eliminate cavities left during initial fill placement. - Installation of the system shall be during dry conditions in order to protect the soil structure. - All fittings shall be pressure rated fittings. - All joints shall be cleaned with PVC pipe cleaner and a heavy bodied glue applied to weld all joints. - Where required by the county health department,post installation inspections by the designer must be scheduled 5 week days in advance. - Trenches shall be carefully excavated so the bottom is within 2"from the highest to . the lowest points of elevation within the trench. If the bottom elevation needs adjusting after it has been trenched, it will be done by removing high points rather than filling low points. It is extremely important to insure that trenches are not over excavated during initial trenching. All fine grading within the trench will be hand done with a shovel. No loose material will be left in the trench - All pipe openings in the tanks shall be properly grouted. This also applies to the joints around the riser. - All tanks shall be properly back filled and compacted to prevent slump at a later date. - Earth dams, constructed of relatively impervious material, shall be installed at the beginning and end of each lateral. - No heavy equipment shall be used on the field during or after installation. The use of a small loader(i.e. Bobcat)or a trencher(i.e. Ditch Witch 2300/2310)may be used for installation. - Elevations at pinflag locations should be checked by the installer prior to beginning trenches. - Septic tank riser shall be a minimum of 6" above finished grade. - System is specified as a gravity PPBPS installation. - Repair is specified as a PPBPS with low pressure distribution installation. 2 GRAVITY PPBPS SYSTEM FOR WASTEWATER TREATMENT Applicant: Princeton Land Dcv. 1.LC Address: P.O.Box 3608 Moorsville,NC 28117 Phone: 704,201.6823 County: catawba Location: Ina Lane Lot 3 Sherrils Ford, NC 28673 Source of Wastewater Flow: 4 Bedroom Single Family Residence Estimated Gallons Per Day Flow: 480 System Flow: N/A Design Specifications Drainfield Size: 270 Loading Rate (gpolft.2): 0.3 Depth of Gravel in Trench: N/A Gravel Size: N/A Max.Trench Depth (LOW SIDE): 32 in. Repair Trench Bottom 32 in. Trench Width: 24 in. Septic Tank Size: 1000 Estimated Supply Line Length: 42 Supply Line Diameter: 4 in. SCH 40 PVC Supply Line Volume: 27.43 Dosing Volume: N/A Supply Manifold: N/A Supply Manifold Length: N/A Supply Manifold Volume: N/A Recommended Float Controls: N/A Recommended Control Panel: I N/A Pressure Head: N/A Friction Head: N/A Elevation Head: N/A Total Dynamic Head: N/A Threaded Union: N/A Gate Valves: N/A Check Valves: N/A Anti-Siphon Hole: N/A Additional Comments: Soil suitability was performed by Soil & Forestry Services of the Carolinas 3 Ina Lane Lot 3 PPBPS SYSTEM DESIGN FLOW(gpd): 480 SOIL APPLICATION RATE (gpd/ft.2): 0.3 TOTAL AREA TRENCH BOTTOM: 540 TOTAL LATERAL LENGTH: 270 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 267 SUPPLY LINE LENGTH: 42 TOTAL DYNAMIC HEAD: N/A MANIFOLD SIZE: N/A DOSING VOLUME: N/A PUMP TANK DRAW DOWN*: N/A SEPTIC TANK SIZE: 1000 PUMP TANK SIZE: N/A 4 Layout Specifications- Ina Lane- Lot 3 Project#:22-0012 LAYOUT FOR 4 BEDROOM HOME 2/27/2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM INSTIL I I PINK 32 32 2 RED 31 31 3 ORANGE 36 36 4 YELLOW 45 45 5 BLUE 51 45 6 PINK 50 45 7 RED 45 45 8 ORANGE 45 45 9 YELLOW 46 45 10 BLUE 42 42 II PINK 39 39 12 RED 37 37 13 ORANGE 27 27 14 YELLOW 28 Total 554 542 SOIL LOW SIDE LINE LTAR SYSTEM LTAR TRENCH TRENCH *System LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH 270 0.300 MOD.CONY 0.300 PPBPS GRAVITY 32" Repair 284 0.300 MOD.CONV 0.300 PPBPS LOW 32'' PRESSURE Notes: **AII measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines were located by GPS&Tape Measure 5 GRAVITY PPBPS SPECIFICATIONS- Ina Lane Lot 3 SYSTEM Limit Color Elevatlop Leneth }tole Size Flow/hole Trench Are® $of Pant 4 YELLOW NM 43 N/A N/A 90 I0 5 BLUE NM 45 NM N/A 90 10 6 PINK NM 45 NM N/A 90 10 7 RED NM 43 NM NM 90 10 8 ORANGE NM 45 NM NM 90 10 9 YELLOW NM 45 N/A NM 90 10 M44 6.4 total feet = 270 gaUmin a N/A Des.Flow 360 Pump Run- N/A soil LTAR 03 LTAR+5% 0.315 LTAR with mod. 0.6 LTAR with mod..+5% 0.63 P%1 ��� o .V:c/O' /-tr) 43 . `L o/? ! �7�. .',,`Lp o `;.'\ r-- C\I / �- o SCALE - ''s, 1 `50' I of6•K`4 Y P Li 6 fib g:S o C' II z Z� Z. 0 CIO U LOT #3 AU. OF PARCEL ID 4806-0298-7727 it .POR110N OF PARCEL ID 4806-0299-4279 - TOTAL, AREA = 7.484 ACRES ® s* �� (INCLUDING 4.412 ACRES IN TRANSMISSION LINE R/W, AND V 0.091 ACRE IN BOTH ROAD R/W & TRANSMISSION LINE R/W) AREA FREE OF R/WS - 2.981 ACRES P J2' I, ��`\ 2 7? \ �3s y , , , 4 y a. SB57(4S. • e,SO4 , V. <1-. -Ti C�QG L(Na4$eo 9r43' P.B.ti ,�? y. ix !7 } *i _ 0) / , • 540/ s.,_Q) G:11 citic \ • \II•it -"'• N.' \• ° LOT #6 t��� P.B. 15 PG. 12 ,1 GRAVEL r, DRIVE 7 --- Gi LOT #7 P R 1 Ph 19 7 CALCULATIONS Location Ina Lane Sherrills Ford, NC 28673 Project Number 22-0097 Lot No: 3 No. of Bedrooms 4 Design Flow 480 °al/day LTAR 0.300 9a''n2day PPBPS? (YES OR NO) YES Supply Line Length 42 ft. Supply Line Volume 27.426 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 266.6667 ft. 2" SCH 40 PVC Amount of Line from Layout 270 ft. GPM f 20 0.84 Gallons per Minute N/A °ai/ -0.88 25 1.27 Required Septic Tank Capacity 1000 gal. -1.28 Septic Tank Size 1000 gal. 30 1.78 -1.76 Panel Volume N/A gal. 35 2.37 #of Panels 60 -2.25 Dosing Volume N/A gal 40 3.03 43.07 3.48 45 3.77 48.14 4.28 50 4.58 57.11 5.89 60 6,42 Tank Draw Down N/A Pump Run Time Elevation Head N/A ft. Pressure Head N/A ft. Friction Factor N/A ft./100 ft. (From the interpolater) Friction Head N/A ft. Total Dynamic Head (+15%) N/A ft. Sheet 1 PROPERTY ID#:460602987727&portion of 460602994279 COUNTY: Catawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) OWNER: Princeton Land Development,LLC _ APPLICATION DATE ADDRESS: P.O.Box 3608.Mooresville,NC 28117 DATE EVALUATED;9/22/22 PROPOSED FACILITY: 4BR PROPOSED DESIGN FLOW(.1949): 480 GPD LOCATION OF SITE:Ina Lane Proposed Lot# — PR _ DE PROPERTY PT SIZE:RECORDED: D: NO WATER SUPPLY: I Private 0 Public Well [I Spring U Other EVALUATION METHOD: D Auer Boring Pit 0 Cut TYPE OF WASTEWATER: 'Sewage [1 Industrial Process I]Mixed P 1 • R SOIL MORPHOLOGY OTHER 0 (.1941) PROFILE FACTORS F 1 .1940 L LANDSCAPE HORIZON E POSmoN/ DEPTH SLOPE% (IN.) 19 i2 PROFILE 4 .194i .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ L'6% 0-30 BSL Gr Frsssp i y_. PS 30-34 Bad Wfsbk Frssap 0 3 1 34-58 Brc wmsbk Frsssp ' L,4`0 0-2 BSL Gr Frassp 55" PS 2-37 Rbsd Wfsbk Four* o 3 32-55 Rbc wmsbk Frassp 1 ". 0-is BSL Gr Frasap 59" PS 18-24 Rbafabk Frsssp 0.3 d W 24-55 Rbc winsbk Frsssp J Rbd Wfsbk frasp ���J0-A. A C �i \ ��r•.4 ' 1 r i L1% 0-11 BSL Gr Ftasap -•f fee .'_; -- / i. 'I PS 11-23 Rbsd Wfabk Frassp o .� 0.3 1 i �.� / � , 23-44 Brc wmsbk Frsasp - e "� • -i k. 44.58 Rbd Wfsbk ramp . Oe1V[]I7Tr1CPS` DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): Available Space(.1945) PS PS SITE CLASSIFICATION(.1948): PS System Type(s) PPBPS PPBPS EVALUATED BY:S.Ashley Rollans OTHER(S)PRESENT:_Mason Freeman&Chad Wagner Site LTAR 0.3 0.3 COMMENTS: Updated February 2014 SOIL/SITE EVALUATION Sheet 2 of 2 (Continuation Sheet-Complete all field in full) PROPERTY ID#: see above DATE OF EVALUATION: 9/22t22 COUNTY: Catawba ► ► v ► P R 0 SOIL MORPHOLOGY OTHER F {.1941) PROFILE FACTORS [ .1940 E LANDSCAPE HORIZ .1942 POSITION! ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE M SLOPE% DEPTH STRUCTURE! CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS (IN.) TEXTURE IIHNERALOGY COLOR DEPTH CLASS HORIZ &LTAR L/4"ro 0-18 BSL Gr Frsssp 56" PS 18-25 Rbcl Wfsbk Frsssp 3 5 25-56 Rbc wmsbk Frsssp 115% 0-9 BSL Gr Frsssp 30" 30" PS-30 - 9-18 Rbcl Wfsbk Frsssp I 6 18-30 Rbcl Wfsbk frsssp 30- ROCK COMMENTS: Updated February 2014 Catawba County Environmental Health / / / ., cri4S / 4VF"N.. 1865) / ;10) 60 / r / / / / 4279 / \ • (2A 22 / / y+- / / / eble / / .4478 / / / 3t 1187 / / $ / /J / /i / / / 60 205,18 / / / 3 .4488 / ,` �,�� / // 1054 2 • S. \ a /f // a 4513 1934 21 h. / , 27 cP a� os 74720 2/ / p3 49 ,r/ :../ (.02\ N. i / .,F 5 S S' g ' /66 / �� .4522 $ 06 w- 20 /�.� 411. 11„,4116:4 .:..,.. ../12. 40 32 / / ik jO(4 149 9527 /C.2.;).5/ •tJ/ OS 34.5 •4542 h rf . 157.I $ / 3 "`' ,. a 3493 ,$1'yp " y'r, ° 1/ / t► SS 2 .9 ' ' ° , to LOT 109.35 U ', �: 35.0 5327 t s r.� 122.60 17 6 _ Parcel: 460602987727, SHERRILLS FORD, 1in=150ft 28673 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 03/02/2023 Parcel Report - Catawba County NC Parcel Information: Owner Information: Parcel ID: 460602987727 Owner: PRINCETON LAND DEVELOPMENT LLC Parcel Address: Owner2: City: SHERRILLS FORD, 28673 Address: PO BOX 3608 LRK(REID): 19469 Address2: Deed Book/Page: 3743/1105 City: MOORESVILLE Subdivision: ENOCH AND INA SIGMON ESTATE State/Zip: NC 28117-3608 Lots/Block: 20/ School Information: Last Valid Sale: School District: COUNTY Plat Book/Page: 15/12 Elementary School: SHERRILLS FORD Legal: LOT 20 & PT 21 PLAT 15-12 Middle School: MILL CREEK Calculated Acreage: 6.350 Tax Map: 018DX 01020 High School: BANDYS Township: MOUNTAIN CREEK State Road #: TaxNalue Information: Tax Rates Zoning Information: City Tax District: All in County Zoning District: COUNTY County Fire District: SHERRILLS FORD Zoning1: R-30 Building(s) Value: $0 Zoning2: Land Value: $306,700 Zoning3: Assessed Total Value: $306,700 Zoning Overlay: CRC-O,WP-O Year Built/Remodeled: I Small Area: SHERRILLS FORD Tax Revaluation 2023: Info, COMPER Split Zoning Districts: I 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: 2007-09-05 Building Permit Address Search for this parcel. Firm Panel #: If available, Building Permits for this parcel. Septic 2010 Census Block: 5038 links are not permits. 2010 Census Tract: 011504 Septic Final Permits prior to 08/2018, contact Agricultural District: PROXIMITY Environmental Health. Building Details WaterShed: WS-IV Critical Area Voter Precinct: P41 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 ha,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. / FR STA¢OF NOSTN CAROLNA M00 cur WEOELL COUNTY ,�..n•r 4 On 11.4.Of M 4.1»141.•14n a.4.COS Of oft..0 0II1.0, Mar A 411•04T CO O1MeI M 1*1 4 9*00 wat..Itti r,a•Y r.S••aft..,•..•......4.oft r.rr.ram,.n.. -1..AI It Ir.41.•Cr ff,M1 4 YAW Or elm N ocono.a,•9aaL •� .•••.•.••••••4•4•w•.•w N.•r•t.&S..MM>•oa.n,11�L ew w ru Va.lo,e.rRIm�.G SO 0000 4•.Ar 100•.......I...w..4.•..w M n 00 0.•IN _�$1A..4 4¢04,e A m•1Ab tA,w. 1 r.r•.,w w4y41 1 I.�y 1r 1.p w P*P .re.000 r¢ 4r-z r rrr • • ,•a•10044 10,OKA,T•411140001 a.•••w rr.W Aft. •1�••wN1.I 4.4w4 oft*.oft...w h.,ft.!4.r.I 1161 AI.,aa.. a A eh.1h a r,rrarun n4,rA1 MI ae.N•¢1NAl••4101.A10L4 a tuft ,•PRELIMINARY* PLAT" -1 NI Au^' Mr1.41 RO 1.410" ,Nn ..:m11.1011.4 -4 on R.,I Or•WONT a .on c 414/0...t».w.4 Me0I000.OF 1w,14 Nor FOR RECORDATION,CONVEYANCES,OR SALES mom A ootr-e•IIa.a4•r ow MOM.,o N Iona.OF 4640441a• 4 L•aaa ? 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SIGMON LAKE NORMAN SURVEYING i & MAPPING PLLC#P-Or90 �U.MILKuOUNTAIN CREEK TOWNSHIP 137 Jennings Rood, Suite C CATAWSA COUNTY, H.C. Stctesville. koeth Corolino 28625 ,n EO..•.Rer DOOM SCALE: I'.100' 04R OF S14RKY APRI.14,7022 IOOR, NA Dort or MAPP141:1 APO*2A,2022 (70a) 876-4450 For (704) 876-ad5r