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HomeMy WebLinkAboutIMPV-04-2023-193605.tif (1 ) catawba county public health VOLUNTARY RELINQUISHMENT OF ADMINISTRATIVE APPEAL RIGHTS Date prepared: 11/3/2_023. Owner(s): Edgewater Investments LLC Mailing Address: PO Box 3608 Mooresville, NC 28117-3608 Property location/site legal description: 4443 Giles Ave, Sherrills Ford PIN: 460602991298 Improvement Permit (IP) IMPV-04-2023-193605 Date Issued _4_/13/2028 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 I l lg—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 appeal the permit revocation. I understand that I am not required to relinquis yap eat rights but that this is an option available to me so I do not have to wait 30 days for the revocation of th ermit take effect. Signature of Property Owner: _ Date Signed: J M04.2 2 S NCDHHS/DPH/EHS/OSWP Revised May 2015 catawbacountync.gov Environmental Health Cotowho County Government Center 25 Government Drive 1 PO Box 389 I Newton NC 28658 1828.465.8270 MAKING. LIVING. BETTER. catawba county public health November 3, 2023 Edgewater Investments LLC PO Box 3608 Mooresville, NC 28117-3608 Subject: Notice of Intent to REVOKE the Improvement Permit for 4443 Giles Ave, Sherrills Ford PIN 460602991298 Catawba County Permits IMPV-04-2023-193605 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 permit is 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 Ectowbc County Government Center 25 Government Drive I PO Box 389 I Newton NC 28658 I 828.465 8270 MAKING, LIVING. BETTER. If you wish to pursue a formal appeal, you must file the f pp , orm with the Office of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER. The date of this letter is November 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 150E-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. Respectfully, 7/44/474._ 114, obert Phelps, REHS Environmental Health Supervisor Catawba County Public Health County: _ IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier: ( `�(n 0 Z cig(f 7r( Issued To: t Property Location: 6, es h%`t, ►.-2 S ' Subdivision: - , Subdivision: ,l� : , , s {�; �{ fit: • Zd l3 USivi Provided: Yes 0 No❑ S1 Lot III: I Block: Section: if yes,name and license number of L55: ]a ryt V '1(rt(�- New� Repair❑ v 1c't i� ( r� � ❑ System Reiocrtbn D Proposed Structure: L 6 k QQ. I'd,- Proposed Wastewater System Type: L sw /� (Initial) _ , f a f c- FIII System:D Yes p No If yes,specify:0 New ❑Existing (when adding more than 6 Inches of fill to system area please provide a fill plan) air) Proposed Design Daily Flow: 4: _ GPD Proposed LTAR(Initial): o' 3� Proposed LTAR(Repair): :) i. Design Wastewater Strength:19 domestic ❑high strength p industrial process Number of bedrooms: Number of Occupants: r- Other: Pump Required: D Y No O May be required based up on final location and elevations of facilities Artificial Drainage Required: 0 Yes •)u]No If yes,please specify details: Type of Water Supply:m Private well 0 Public well 0 Municipal Supply 0 Spring ❑Other: Drainfleld location meets requirements of Rule.1945: Yes❑ No❑ Drainfleld location meets requirements of Rule.1950: Yes Cr" �.� No Permit valid for:ud'Five years[site plan submitted pursuant to GS 130A-334(13a)] ❑ No expiration[plat submitted pursuant to GS 130A-334(7a)1 Permit conditions: Licensed Soil Scientist Print Name: K-i FYI U'N 6., --) ] 'fib < Licensed Soil Scientist Signature: . f, ? ` Date: t i3 The LSS evaluation is being submitted pursuant to and meets the requirements of GS.130A.33542), *See attached site sketch° RECEIVED Environmental Health 4443 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-04-2023-193605 G.S. 130A-335(a4)states the following: 'if a local health department foils 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 Date State Authorized Agent: Date: © Complete State Authorized Agent: 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* Giles Avenue LOT 1(See Attached Design) The septic layout for this lot(9'centers)yielded a total of 754 linear feet of line. The primary system is proposed as 402 linear feet of Accepted (25% Reduction) drainfield with gravity distribution. Trench depth Is specified at 30 inches(Low Side).The repair system is proposed as 267 linear feet of PPBPS(5096 Reduction)drainfield with low pressure distribution. Trench depth is specified at 30 Inches(Low Side). There is 346 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 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 evaluation(s)attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(o2)and(a3) " Owner J Date Print Name (h ,141 L /i tt AIN Signature Iin� 1/2° The LS5 eval :do• shall 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(a2)." 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(a2)."Any site modifications that impact the proposed septic areas on the site may nullify this design for Giles Avenue,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. 5&FS also offers septic system inspection,wetland delineation and forestry services. _ - -. Sincerely, O S O ( t S '1�►'• JAL A 'k 1 • jt•, f:31 emu- OA S. Ashley Rollans, LSS NO Fi 1 H Attachment: Septic Design —. ,� <,. , i8-(TIE 1 , 1h' — PARCEL ID 4606-0299-2649 UNE ONLY) GARY C CRAVEN D.B. 1992 PG. 629 a1 ` rT??? D.B. 2005 PG. 1006 `�1' 1� LOT f7-P.B. 43 PG. 9 . — , � — SCALE a c'. ti l 1. - �. M� _ v PARCEL ID 4606-0289-9538 0 :•,. : 4, L�� , "t HEATER UTILITIES, INC. * c •' moo. D.B. 2154 PG. 1385 is k� 1. • PARCEL ID 4606-0299/X' ,HEATER UTILITIES. ram' `� r* \4�,D.B. 2154 PG. 138 + \ �:NT t t,��GA F, I • - - ALUMINUM f we ID CARPORTS 3 e BA QG' \ti LOT #2 PORTI OF PARCE \ A / \ ,g TOTAL AREA L ID AREA 57421 :I'.' (INCLUDING 0.121 ACRE IN ROAD R, s CANVAS O''' ACRES IN TRANSMISSION LINE R/W, AN SPRING v IN BOTH ROAD R/W do TRANSMISSION 4.Ax• DRAIN AREA FREE OF R/WS - 1.447 . 1I••4 • r 1 ,, �t. _12 / ' 3/4* CONDUIT 'i,t'. ,I ' PIPE (F) t^ / I Z'��1. `lei. 4606-0288-9994 I '".\ FAMII:4 TRUST 1 431 PG. 1530 r 1 31 PG. 172 ,� \ /....2.,, Ir t' ,. N GO i fI gl (O , fr `,9 101- F. / r '� a'o �.0 \.? tr z J ��1 J`•/ / / ,��. V IPF SOIL 1 FORESTRY SERVICES OF I HE CAROLINAS, PA www.soilandforestryservices.corn Project#: 22-0097 February 10`", 2023 Princeton Land Development,LLC Attn:Jeff Cernuto Email:jeff@princetorlcorllmunities.corn RE: Soil&Site Evaluation for a 4 Bedroom Residence at Giles Avenue Lot 1,2.668 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 backhoe pits.Soil morphological conditions including color, texture,structure, etc.were reviewed in the field with five locations on the property flagged and located via tape measure.All of the 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 boring.The house envelope was located by the client 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. • 1f0F SOIL It FORESTRY SERVICES OF TFIE CAROLINAS'. PA www.soilandforestryservices.com Attached is a proposed design for an Accepted Septic System with gravity dist for a 4 bedroom single family residence at Giles Ave, Lot 1 Proposed, P1N#(460602994279) Sherrills Ford 28673,Catawba County,NC. Contents: Page Information for the Installer--------------------_- 1 Design Information Design Specifications — 2-3 Layout Specifications 4 Site Plan/System Plan 5 Calculations 8 Profile Descriptions- 7-9 Septic Application -------------------- Client ,j' 5 O I[ r Provided Improvements Permit Form v v• I, 10 Construction Authorization Form----------- 14 LW • •(t1$s g, f ,i ' 11 tfiu,V .,.4 z.'r=''' lt ,17 - .� c Q lie 1231 Ov O� MO RTIA Gp' 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 - 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 25% reduction (Accepted) installation. - Repair is specified as a PPBPS 50%reduction installation w/ low pressure distribution. 2 GRAVITY ACCEPTED SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: Princeton Land Dev. LLC Address: P.U.Box 3608 Mooresville.NC 281 I Phone: 704.201.6823 County: Catawba Location: Gilcs 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 (gpd/ft.2): 0.3 Depth of Gravel in Trench: N/A Gravel Size: N/A Max.Trench Depth (LOW SIDE): 30 in. Repair Trench Bottom 30 in. Trench Width: 36 in. Septic Tank Size: 1000 Estimated Supply Line Length: 34 Supply Line Diameter: 4 in. SCH 40 PVC Supply Line Volume: 22.20 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: 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, PA 3 Giles Ave ACCEPTED SYSTEM DESIGN FLOW(gpd): 480 SOIL APPLICATION RATE (gpolft.2): 0.3 TOTAL AREA TRENCH BOTTOM: 1206 TOTAL LATERAL LENGTH: 402 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 400 SUPPLY LINE LENGTH: 34 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 1 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. 1 1 ORANGE 79 78 2 RED 95 94 3 PINK 99 98 4 BLUE 93 90 5 YELLOW 96 42 6 ORANGE 90 90 7 RED 109 109 8 PINK 93 93 Total 754 694 SOIL LINE LTAR SYSTEM LTAR TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION *System 402 0.300 ACCEPT. 0.300 25% RED GRAVITY Repair 346 0.300 MOD. 0.300 PPBPS LOW Plus Extra CONY. PRESSURE on line#5 Notes: **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines were located by tape measures& GPS. **Property lines, corners&house were located by a Professional Land Surveyor. Y� M V C F pa 10 iv � 00o c of I �j -' r-, CO I CA -c`9q \` O . f Tl p CD m xi r- > o `a • NC GRID v N.)'qF� NAO 83(2011) I o s '7yJ © CPS OBSERVATION(RTX) o CO {1 t e A \e 4CJ CO U' ►� o r �. ii > N r ti•� r� o rn � oN � � �L , cD rn Lv 0'6. ' 6 Z r" • 00 Co 4 Fr 7J• rn I >� r rn mA 19' �_•\ ' l5\?, 7- J• �� O r }- ,, ENT � pT \ U. -4, i Ql + •to. _f a \r 1,, m t PO (/jf_ -0 O j ° T < / , j/ r N --IC / N PorVi "12,_..-. \1 we i A ti" a -V / AM • t ® i O u 10 / / o v N t r- _ 6 CALCULATIONS Location Giles Ave Sherrills Ford, NC 28673 Project Number 22-0097 Lot No: 1 No. of Bedrooms 4 Design Flow 480 9a'Iday LTAR 0.300 9al,ft2day PPBPS? (YES OR NO) NO Supply Line Length 34 ft. Supply Line Volume 22.202 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 400 ft. 2"SCH 40 PVC Amount of Line from Layout 402 ft. GPM f 20 0.84 Gallons per Minute N/A ° / ; -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 interpolate() Friction Head N/A ft Total Dynamic Head (+15%) N/A ft. Sheet I_ of_ 3• PROPERTY ID 0:460602994279 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 36_Q8 Mooresville.NC 28117 DATE EVALUATED:9/21/22 PROPOSED FACILITY:_4 PROPOSED DESIGN FLOW(.1949): 4800PD PROPERTY SIZE: 0.2668&7.574 LOCATION OF SITE:GILES AVE Lots I &2 PROPERTY RECORDED: WATER SUPPLY: I Private G Public 0 Well :.Spring :Other EVALUATION METHOD: 'Auker Boring 'Pit 0 Cut TYPE OF WASTEWATER: Sewage 7 i Industrial Process E.;Mixed . P R SOIL MORPHOLOGY OTHER 0 (.1941) PROFILE FACTORS F 1 .1940 L LANDSCAPE HORIZON E POSITION/ DEPTH SLOPE I (IN.) .1942 PROFILE M .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ 1/15% 0-6 BSLG Frump 64" PS P 6-I S rbmdwfsbk Frss 0 3 I 15-30 brcwrnsbk Frump 30-64 rbc fmbk Frump FEW SAP 1J16% 0-6 BSLGR Frump 66" _ PS 6•I5 Rbsd Wfsbk r Frump 0.3 2 15-31 Rbc wmsbk Frssap 31-66 Rbd Wfsbk Frscap FEW TO C SAP 1J16% 0-5 BSLGR Frassp 65" PS 5-1 3 Rbsd Wfsbk Frsssp 0.3 3 42t..1.) 2�o s o i l 13 29 Rbc w+nsbk Frump t.4,.. 29-65 Rbd Wfsbk Frsasp FEW TO C �Qv ���..AA ., C( 65-70 Var Si Mau Frump SAP T� ..ra -Y' -9 by r , t y ;/] Z1• til3% o-4 BSLGR Frump 60" pr. + I`!I' rsssp 3' ;•"f r' 4-10 Rbd Wfsbk F :i i f 4 Y. r +{ 10-24 Rbc Wmabk frump �0 - a4, �231 +1► 24.60 libel Whbk (run FEW TO C 1111 C 1x. • SAP NORTH Gp` DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): Available S SITE CLASSIFICATION(.1948): PS_ pace(.1945) PS PS Systan'I'ype(a) Accepted F r' EVALUATED BY; Samuel A.Rollans —' OTHER(S)PRESENT: C.Wagner Site LTAR ,J,3 ( 3 OMMEM S: Ipdaled February 2014 • SOIL/SITE EVALUATION sheer_ 2_of_3. (C'ontinuation Sheet-Complete all field ur fid!) PROPERTY ID#460602994279 DATE OF EVALUATION: 9/21122 COUNTY:Catawba_ • p • • • P R SOIL MORPHOLOGY OTHER 0 (.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 N (IN.) L•15% 0-4 BSL Gr Frsssp 44 PS P 4-10 Rbsd Wfsbk Frsssp °3 5 10-24 Rbc Wfsbk Frsssp 24-44 Rbc1 Wfsbk - Frsssp FEW TO C SAP 44-69 Var SL mass frsssp LOT 2 L26°u 0-4 BSL Gr Frsssp 52•' PS P 4-14 Rbsd Wfsbk Frsssp 03 1 14-25 Rbc wmsbk Frsssp 25-52 Rbcl Wfsbk Frsssp FEW SAP/WH ROCK 52.61 Var SL Mass frsssp 1-15°0 0-4 BSL Gr Frsssp 60' PS 4-15 RbscJ Wfsbk Frsssp 0.3 15-28 Rbc wmsbk Frsssp 28-60 Rbcl Wfsbk Frsssp FEW TO C SAP i • 1;17% 0-4 BSL Gr Frsssp 44' PS 4-10 Rbcl Wfsbk Frsssp 0.3 3 10-30 Brc wmsbk Frsssp 30-44 Rbcl Wfsbk Frsssp FEW SAP 44-60 Var SL mass frsssp 'OMMENTS: 1pdaled February 2014 • • .44 STATE GE NORM C.ACuta •` AMU CQ)t.TY -,.4•/LAI n O•.••T O M MOM. 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'r - ge-,9 1N*99 / / r. ! / .. ) TOTAL AMU -aMID 574 ACRES / . r I ` tat am..aa,a IAN INS / " V y 2M.M1 tr «BOO w00 9/4 t IAIROSS x US 0/wl / / / .3. a I wi 4'. I /1 PI 4.P. / aNic1 / // '',N: 0, I • l' 4:it K..3]4 / I • �p�m.6 .am.rr.v P. •,, I '`' .0.. / rye I/• • i 1 A .. / 'eVi - Fp \ 1 .4.1� -Of.P-}hl x .'.{`I!/4 11 MMM I +i TOTAL ARCA. 7.484 ACRES ML010..I/ADCO•,NN,.IPS.UK If*,N4 --- Ki ```,.•/ r F/ / 9a«./•{Tx NW•f•4••x' N.I•1YF.n1 .. •y/� /1 1 4P/it /•L•AQ Or.M•t M..... t„� - wig ` ' %' / • .l H -It t.Etit2'2D '1• / / / 4w▪ P/,ww.UN- - `\A ' / ' Y" �'. 1 •w,D.• • i . / / /4 * ..tUL soo ION \ ,4`,s 11' > ` ` t •/r'•1 MOM =......m • r/ / , / / 9./..)44 IN.50-r \ ` I.• ..a f T / _ _ ^l{_ `�`lc.t O'I 21 O `\� Irk / o ' • /• / r \ A r 0 r.w.S 71 x4,m ,».I �. �� r } / K4o{ S C'0 TOL M. ' r y�tiJT ,, .. __ • . f P1 4P4as VOW I. ` e, •rr`M - re I.my SI �.I ma., mi m mem. rw ma.x•m«Om/.•w••..•N .,f toot MOT TO 44iP /' vMa•9.444--e»4• \. b,' '� ,P,� r A _ `\TT• •a w w.a4r.w is Cw•.I mrt'r•4« ..0 i. i [poll PPP r.♦w.r w...r of oppool / x0 PYfOn I /.7• 'e, 0 - , ... Q.if 'GE/GIOTat aL0,44 toCes0O / / \ /`' �•/,, pt 'l,+' a L i ,f1r. -- - [mop.u•0. _ I..r erx ¢•mta5 O MOH. E rr.r -- -_`- _ i m A._I•r•.r•xxrr x rem ,I5)ar•.4•r I.r I NK))Ill INNS 1•~An I M).O N00/4 `1 • , .A Tf CZ Cl I I (a', .4`IS N•I ` w•,W wI.M•..•....ti H01101.Ir 4 W4rO *I ININI 0I{W.i...mane co' ,� •.- Y-� 41•.M C.an,..r,ON/NM moo.mar N•w4••*mom ma r • maw/N•ALL Maa s•.P PH RN H 141art ad./.•I... \, GRAPHIC SCALE o.. «..aw.. emi•i.s•0,•.m tAm..uovT.••mono.,macaw M.L -\ • wroRn i. r.w IK 4...R MN./ Nu. n O w «..H .r '\ 1--{_1 m"•n OIL w•NC•9,LM M.AY.OM.W n am..10.011411110 N5 F ND.' S71O607 M e1a<ww.nT y 41. 111D602 4 PI1)30"OON 01 (d nit} Ifyll• Br, N 1 ees PAD 4xla,) L NON•. 100 R "' N� ,M9095 4R .mP �L'NL d•: 4.R.NONN SHUT 1 OF 1 I .041..crlw..A TA,.O. 4606-0 lir..E 79&N06-0296-7727 � �1 �j MINTY FOR SOURCE Or wPE REFER TO DPI.2N1 00.2116 �l('\\�\Vf(J/ D 91I J499 PG.2B6 II 445Mr(SO PIP 1.O Cann«.4,.w.0.aw).NI III,Pot P.C.SUBpIAypt OE PROOLRIY O•NED IV SURLY AND MAP PREPARED BY 0«,�M. #«• me Q1� POWELL F. SIGMON LAKE NORMAN SURVEYING aT n & MAPPING PLLC M'-0/90 WY.PAW MOUNTAIN CREEK TOWNSHIP 7J7 Jennings Rood. Suite C CATAWBA COUNTY,H.C. Statesville, North Carotin° 28625 '^ 101 COINSSCµl. I".WO' OF SLOWLY. APML 14,2022 SOON• NA DATE OF MAPPINGAPRIL 25.2022 (704) 876-4450 Fox (704,1 876-4451