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HomeMy WebLinkAboutIMPV-04-2023-193609.tif catawba county public health VOLUNTARY RELINQUISHMENT OF ADMINISTRATIVE APPEAL RIGHTS Date prepared: 11/3/2023 Owner(s): _ Princeton Land Development LLC Mailing Address: PO Box 3608 Mooresville, NC 28117 Property location/site legal description: 4457 Giles Ave,Sherrills Ford PIN: 460602994279 Improvement Permit (IP) IMPV-04-2023-193609 Date Issued 4/13/2023 Authorization to Construct (AC) Date Issued 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 150E for the above referenced permit(s)(which includes the IPs and ACs)in order for the authorized agent/local health department to issue the applicable permit (new IP and/or AC)for the site. I understand by completing this form that the permit(s) for a Illg—25% 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 and AC that the current IP and AC must be revoked. I understand that the local health department's revocation of an IP or CA 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 relinqu' my peal rights but that this is an option available to me so I do not have to wait 30 days for the revocation of t e perm' to take effect. Signature of Property 9wner: Date Signed: J!/q/' '2 3 // NCDHHS/DPH/EHS/OSWP Revised May 2015 catawbacountync.gov Environmental Health Cotcwbc County Guveinment Centel 25 Goveinment Olive PO Box 389 I Newton NC 28658 1828.465.8270 MAKING. LIVING. BETTER. (i) catawba county public health November 3, 2023 Princeton Land Development LLC PO Box 3608 Mooresville, NC 28117 Subject: Notice of Intent to REVOKE the Improvement Permit for 4457 Giles Ave, Sherrills Ford PIN 460602994279 Catawba County Permit IMPV-04-2023-193609 Dear Sir: The Environmental Health Division of Catawba County Public Health intends to revoke your Improvement Permit 30 days from the date of this notice. If the permits are revoked, you must apply for a new Improvement Permit (IP) and meet the requirements of the current laws and rules necessary to obtain a new IP. 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 NC 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 North Carolina General Statutes 130A-24 and 150B-23 and all other applicable provisions of Chapter 150B. North Carolina General Statute 130A-335 (g) provides that your hearing would be held in the county where your property is located. catawbacountync.gov Environmental Health Cctcwbc County Government Center 25 Government Drive I PO Box 389 Newton NC 28658 1828.465.8270 MAKING. LIVING. BETTER. 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 11/3/2023. 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 law (NC General Statute 1S0B-23) to serve a copy of your petition on the Office of General Counsel, NC Department of Health and Human Services, 2001 Mail Service Center, Raleigh, NC 27699- 2001. Respe tfully, jJ,)rI J//� I 4_ (/i/4/rjuv/ Robert Phelps, REHS Environmental Health Supervisor Catawba County Public Health 4457 Giles Ave County: Catawba This Section for Local Health Department Use Only Initial submittal received:3/28/23 by RP Date Initials Permit Number: IMPV-04-2023-193609 G.S. 130A-335(a4)states the following: 'if a 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 L5S 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 Date State Authorized Agent: Date: © Complete /�q� State Authorized Agent:_ 4Z - 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: SA4L IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier: J ,j z q q'_ 177 Issued To: er Property Location: C l e y c( 1 i Subdivision: Lot If: s Blodt I No lJ Section: LS5 Report Provided: Yei If yes,name and license number of P f', (t f T New\CE1 Repair 0 Expansio 0 System Relocation ❑ Proposed Structure: t 'I c rn. Proposed Wastewater System Type: (At[1es,specify:�fy' Existing (when adding FIJI System:❑Yes No If i ❑New ❑ � (Repair} more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow. ( ' —�- v GPO Proposed LTAR(Initial): 7 �{ Pro li: Design Wastewater Strength: domestic Posed LTAR(Repafra: ❑high strength p industrial process Number of bedrooms:2 L Number of Occupants: ' Other: Pump Required: ❑Yes 0 No ❑May be required based upon final location and elevations of facilities Artificial Drainage Required: ❑Yes,Q No If yes,please specify details: Type of Water Supply Private well ❑Public well ❑Municipal Supply Urainfleld location meets requirements of Rule.1945: Vest p No❑ Spring ❑ether: Drainfleld location meets requirements of Rule.1950: Yes 0 No❑ Permit valid for Lb Five years(site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration(plat submitted pursuant Permit conditions: p suant to GS 130A-334(7a)] Licensed Soil Scientist Print Name: i Iv1 L.• . d• Licensed Sall Scientist Signature i� The US evaluation Is beingsubmittedpursuant to and Date: meets the requirements of G.S.13O4.33542). 'See attached site sketch* Giles Avenue LOT 2 (See Attached Design) The septic layout for this lot(9'centers)yielded a total of 581 linear feet of line.The primary system is proposed as 448 linear feet of Accepted (25%Reduction) drainfield with gravity distribution. Trench depth specified at 20 inches(Low Side),The repair system is proposed as 10,000 square feet of Drip Irrigation drainfield with pressure distribution. Trench depth is specified at 6 inches. Sjsion Law Reo uirements All information needed to issue the IP must be submitted with the application.The application shall include all information described in 15A 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 evaluations)attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a1)and(a3)." Owner Date Print Name 0all chi?1,t Signature lr/ t) J27 The LSS evaluatio s II include a statement bearing the LSS seal and signature that reads as follows: "The LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A- 335(01)_" Disclaimer This report reflects the findings of S&FS, PA. This LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-335(02)."Any site modifications that impact the proposed septic areas on the site may nullify this design for Giles Avenue Lot 2, 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 voq have Questions regardinitthese 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, 58,FS also offers septic system inspection,wetland delineation and forestry services. Sincerely, ��o sotr_ SC/ ` • j 10:1 'd'e4, ( F f 231 S.Ashley Rollans, LSS No RTN CP Attachment; Septic Design - ` q, CC .� �O'"¢ii COi Cr:tb 9' 4. C (T) ICD am?,cii J+ / i,4.61\ yc � � / .� 0 \ t.1" ---4 ..ek q_>0 5-6 21 ,k L (t \\'„ 6, rn xi is • $ > ��' 7 ET, l0 �GI tb e'' 9.' 6 u gel z, a 33 s ID Zr- p �'P-9 'a pL jD Z rz ��s �� QL 7 (n 0 ►> yi 2 m : + J N D `i,�'� b N . • j N L:r W • OD > c� C' 'A I' Z C7 p1 a r4- -i r- . r __ NC GRID Is. O� Z P1 _ NAD 83(2o11) . Z 0 GAS OBSERVA710N(RTX) OOj 1, -.Z?. m X) 7) Cn _' = (n si \\,) ) _ > rn II > ) 0 1 r- Z 7) N O ig ii-, CD I.) CD O } r r 1 Ui N �1 �1 4I CJ1 co Q ^ ~� • D (IIZ �+ , C7 r r� .C�' m �w c;:1)� o� RECEIVED SOIL 1 FORESTRY SERVICES MAR 1 5 �oz3 UI- I HE CAROLINAS, PA Environmental Health www.soilandforestryservices.com Project#: 22-0097 Princeton Land Development, LLC February 10th, 2023 Attn:Jeff Cernuto Email:j_eff@princetoncommunities.com RE: Soil&Site Evaluation for a 4 Bedroom Residence at Giles Avenue Lot 2,7.574 ac Parcel 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.Approximate house location staked by client. New house must be surveyed prior to CA permit issuance. Methodology We evaluated soil areas through the use of soil borings and backhoe pits.Soil morphological conditions including color,texture, structure, etc. were reviewed in the field with seven locations on the property flagged and located via tape measure.Three of the pits and two auger borings are located in or adjacent to the proposed system and repair.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 boring/pit.An on-ground layout of system and repair was performed using a laser level. Pin flag locations of the layout were also located by survey and tape measures. Detailed system & repair information is summarized in the following paragraph for this Lot. ir SUR I FORESTRY SERVICES CDF THE CAROLINAS, PA www.soilandforestryservices,corn Attached is a proposed design for an Accepted Septic System with gravity dist. for a 4 bedroom single family residence at Giles Ave, Lot 2 Proposed, PIN#(460602994279) Sherrills Ford 28673,Catawba County, NC. Contents: Pare Information for the Installer 1 Design Information Design Specifications 2-3 Layout Specifications 4 Site Plan/System Plan 5 Calculations 6 Profile Descriptions 7-9 Septic Application --- Client O I i s Provided O Improvements Permit Form C 10 Allr Pk,1.A7- IA Construction Authorization Form - r 11 ( ca 1 Ti 1 ly, %, l�' /23 Q--- o'c N O RT N �"� January 30,2023 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 - AlI 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 25% reduction (Accepted) installation. - Repair is specified as Drip Irrigation w/pressure distribution. - Plus extra of 131 ft of repair line. 2 GRAVITY ACCEPTED SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: Princeion Land Dcv.LLC Address: P.O. Box 3608 Mooresville.NC 28117 Phone: 704201,6823 County: Catawba Location: Giles Ave Sherrills 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: 402 Loading Rate (gpolft.2): 0.275 Depth of Gravel in Trench: N/A Gravel Size: N/A Max.Trench Depth (LOW SIDE): 20 in. Repair Trench Bottom 6 in. Trench Width: 36 in. Septic Tank Size: 1000 Estimated Supply Line Length: 35 Supply Line Diameter: 4 in. SCH 40 PVC Supply Line Volume: 22.86 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: N/A Pressure Head: N/A Friction Head: NIA 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, PA 3 Giles Ave ACCEPTED SYSTEM DESIGN FLOW(gpd): 480 SOIL APPLICATION RATE (gpd/ft.2): 0.275 TOTAL AREA TRENCH BOTTOM: 1344 TOTAL LATERAL LENGTH: 448 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 436.3636364 SUPPLY LINE LENGTH: 35 TOTAL DYNAMIC HEAD: N/A MANIFOLD SIZE: N/A DOSING VOLUME: N/A PUMP TANK DRAW DOWN*: N/A SEPTIC TANK SIZE: 1000 4 Layout Specifications - Giles Ave- Lot 2 Project#: 22-0097 LAYOUT FOR 4 BEDROOM HOME January 30,2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM INSTR. I 1 BLUE 24 24 2 PINK 32 32 3 RED 36 36 4 ORANGE 39 39 5 PINK 46 46 S RED 66 66 6 ORANGE 70 70 7 YELLOW 124 122 8 BLUE 102 102 9 PINK 42 42 i0 DRIP —10,000 SF"1' --10,000 SFT Total 581 579 SOIL LINE LTAR SYSTEM [.TAR TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION *System 448 0.275 ACCEPT. 0.275 25% RED GRAVITY Repair --10,000 SFT 0.100 INNOV. 0.100 DRIP LOW Plus Extra On Lines IRRIG. PRESSURE #1,2,3A&4A 131 275 Notes: **AII measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines were located by tape measures&GPS. **Property lines and corners were located by a Professional Land Surveyor. PARCEL ID 4506-029E-2649 LINE ONLY) \ ` GAMY C. CRAVEN ,N.. / D.B. 1992 P0. 529 w �'�,� / O.B 2005 PG. 1005 " .�- O fJ . LOT p-P.B. 43 PG. 2 v Ili II \ L21—(11E / o .(1469,0,„,...,.... • N ' o / Lzo-(T1E .. fey.R �i�s • i ^ , : �•o_ 9 LINE a+LVI ! ate PARCEL FF. ! FILMES. INC. 4. - + 4 ` . °o 11 • \ \� . wife, JOAb B 2154 PG 1386 w L �� '� a '- O.B. �� fjb .ti9 e. II • '3 .:,,,,'-'i Ale W. 04 '...,...... liP Ai . st OP' i; -bil .....14r.er. '-‘........ �' ,�,..,. OP -AR EARED P� SCALE / • ors 43, 4+ BA Qv.� LOT #2 �0�� �P�,► h PORTION of PARCEL ID 440E-0299-4279 / /" Q� TOTAL, AREA — 7.574 ACRES ,a / /"'' �' (INCLUDING 0.12t ACRE IN ROAD RAY. 5.755 4 / SPRING •.. ACRES IN TRANSMISSION UNE R/W, AND 0.251 ACRE / IN BOTH ROAD R/W tit TRANSMISSION UNE R/W) / DRAIN AREA FREE Of R/WS - 1.447 ACRES '1 / 12 / n6,IT " 3/4' COIIOU1i ut off. i zas `ti e /IP 014•:'s ,./qc„.„...1.• / 111" I!, I l ltoAO) / ice'/, I ��P . / 44 .• /k•x ` wry / / 0 �� ""F4):/// \ / wen Ls ' TOTAL A • 49- 7 /' .MN An li Mil RIB IMMIN M MI ine ~4� +j3� AD4 t / -kci c t)/ / ,,4 \ ":44... ./ T!1 _/ AGREEMENTD.B.D.B. 1360 PC. 540 a `P sp / `67 rPROPANE TANK 6 CALCULATIONS Location Giles Ave Sherrills Ford, NC 28673 Project Number 22-0097 Lot No: 2 No. of Bedrooms 4 Design Flow 480 921I4ay LIAR 0.275 gal/rt2day PPBPS? (YES OR NO) NO Supply Line Length 35 ft. Supply Line Volume 22.855 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 436.3636 ft. 2"SCH 40 PVC Amount of Line from Layout 448 ft. GPM f 20 0.84 Gallons per Minute N/A 9ai/min -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 N/A -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 interpoteter.) Friction Head N/A ft. Total Dynamic Head (+15%) N/A ft. Sheer !__of_j PROPERTY ID#:46060299427_9 SOIL/SITE EVALUATION COUNTY:Catawba ` 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:9R1/22 PROPOSED FACILITY: 4 PROPOSED DESIGN FLOW(.1949):_480GPD PROPERTY SIZE:_0-2668&7.574 LOCATION OF SITE•GILES AVE Lots I &2 PROPERTY RECORDED: WATER SUPPLY: I Private ❑Public ,ii Well T Spring 0 Other __ EVALUATION METHOD: ,Aufer Boring I Pit L Cut TYPE OF WASTEWATER: 'Sewage 2=Industrial Process i_ Mixed r 1 l p P R SOIL MORPHOLOGY OTHER 0 (.1941) F PROFILE FACTORS I .1940 L LANDSCAPE HORIZON E POSITION/ DEPTH SLOPE% (IN.) PROFILE p .1942 .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ Ll13% 0-6 BSLG Frsssp 64.. P PS 6 IS rbsclwfabk Fray 0.3 1 15-30 brcwmsbk Frsssp 30-64 rbelwfsbk Frsssp FEW SAP LJ16% 0-6 BSLGR Frsssp us' PS 6-IS Rbsd sssp Wfsbk Fr 0 i 2 15-31 Rbc wmsbk Frasap 31-66 Rbcl Wfsbk Frsssp FEW IOC SAP • LJI6% 0-5 BSLGR Frsssp 63" PS 5-13 Rbsd Wfsbk Frsssp 0.3 3 13-29 Rbc wmsbk Frsssp SOIL tI 29-65 Rbcl Wfsbk Frsssp `[.) .5c FEW TO C L. I *4 ,4 65 7o Var SL Mass Frsssp SAP ti III.J�k- RO( ♦ �% V13% 0.4 �! • ' BSLGR Frsssp , / 4-10 Rbcl Wfsbk Frsssp j 4 10-24 Rbc Wmabk frss tp lif •- t- k a` cr 24-60 Rbcl Wtabk tramp : '� FEW TO C -Air 6%, v SAP 1;31 O Q- �tiuk 1 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): Available Space(.1945) PS Lot 2 PS Lot 2 SI E CLASSIFICATION(.1948): PS System Type(s) Accepted Innov -Drip EVALUATED BY; jSsltluei A,R011ans OTHER(S)PRESENT: C.Wagner Site LIAR 0.275 0.1 OMMFNCS: pdatcd February 2014 SOIL/SITE EVALUATION sheer—2_of j (Continuation Sheet-Complete all fieldin Alb — PROPERTY ID#:460602994279 DATE OF EVALUATION:_ 9/21/22 COUNTY:Catawba_ r . . a •P R SOIL M11ORPHOLOCY OTHER 0 (.1941) PROFILE FACTORS F 1 .1940 r L LANDSCAPE HORIZO .1942 E ANDS AP .1941 .1941 SOIL .1943 .1956 .1944 PROFILE SLOPE N DEPTHSTRUCTURE/ CONSISTENCE/ WETNESS/ SOIL. SAPRO RESTR CLASS I TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LIAR (IN.) 1.115% 0-4 BSL Gr Frsssp '14 PS PS 1' 4-10 Rbscl Wfsbk Frsssp 0.3 5 • 10-24 Rbc Wfsbk Frsssp 24-44 Rbcl Wfsbk Frsssp I1iW TO C frsssp 44-69 Var SL mass SAP • LOT 2 L26"•a 0-4 BSL Or , Frsssp 52" PS PS P 4.14 RbsclWfsbk Frsssp 0 3 1 14-25 Rbc wmsbk Frsssp 25-52 Rbc1 Wfsbk frsssp FEW SAAIVII 52.61 Var SL Mass frsssp ROCK 1:15% 0-4 BSL Gr Frsssp 60" PS 4-15 Rbscl Wfsbk Frsssp 0.3 , 15.2E Rbc wmsbk Fop 28.60 Rbcl Wfsbk Frsssp FEW'f0 C SAP i L'17% 0-4 BSL Gr Frsssp 44- PS PS 4.10 Rbd Wfsbk Frsssp 0.3 3 10-30 Brc wmsbk Frsssp 30.44 Rbcl Wfsbk frsssp FEW SAP 44.60 Var SL mass frsssp 'OMMENTS: ' pdated February 2014 SOIL/SITE EVALUATION Sheet_3_of_3_ (Continuation Sheet-Complete all field in full) PROPERTY ID#:460602994279 DATE OF EVALUATION:_9/21/22_ COUNTY:Catawba • • • • • P R SOIL MORPHOLOGY OTHER O (.1941) PROFILE FACTORS F 1 .1940 .1942 L LANDSCAPE HORIZO .1941 .1941 SOIL .1943 .1956 .1944 PROFILE E POSITION! N STRUCTURE/ CONSISTENCE! WETNESS/ SOIL SAPRO RESTR CLASS SLOPE% DEPTH TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR # (IN.) U9% 0-4 BSL Gr Frsssp 5r, PS 0.3 4.15 Rbscl Wfsbk Frsssp 1 15-26 Rbc wmsbk Frsssp 26-56 Rbcl wmsbk Frsssp FEW SAP L110% 0.5 BSL Gr Frsssp ti.; 1'S 0. 5-10 Abed Wfsbk Frsssp 10-26 Brc wmsbk Frsssp 26-54 wmsbk Frsssp FEW SAP LS% 0-5 BSLG FRSSSP 50" PS 0.3 5-50 I3RCWMSBK FRSSSP • 1J20% 0-5 BSLG FRSSSP pS Bg 5-28 RBCLWFSBK FRSSSP 0.1 DRIP FEW SAP 28-50 VARSLMASS FRSSSP • ('O\1MF:VI S Updated February 2014 • STA11 a NORTH CARQMA 40t '-^-y .1[0aL CpwT7 -I N.Ml I!•*Aviv O N. 10*•• 444cns O LAN No DOA WI .0* Mat A.a Swat OR MN..name m a swot se..talll ..All.r.w All M••.•aw op,r•••.1*r a..••,*w -9 liar 1141*•Aviv•O•N..A.•u.w a 00*0 I.•an•..a I••Ar Tom' .......01.*Maa.mew*•I0* *.•*MEI,0..1 M.+i 4.•.....1 00 , Y•A•Y0Ki.•R.on •el.w�4 AA MM.. t. IN1.a ei r..w M*maw il"'•Y A •••r Y r,i :wt Al Yrta•S•ammo LIMN .M. 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