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HomeMy WebLinkAboutAUTH-11-2023-207826.TIF :: CATAWBA COUNT'i .�. Public Health Department Subdivision NMIy Environmental Health Division PIN 460602991298 PO Hoy 389.25 Government Drive.Newton.NC 28658 l t)I p 1 Site Address: 4443 GILES AVE, SHERRILLS FORD NC 28673 Name on Permit: EDGEWATER INVESTMENTS LLC Property Size: Acres 2.58 Directions: Slanting Bridge Rd Left Drena Dr, Right Giles RD, Lot on Right on the curve Owner/Authorized Representative Acknowledgement of Permit Receipt nit') that I am the owner or authorized agent(owner's authorization required)representing the owner of the property described above. fr— 7—ss X ' Ae property owner or authorized representative, I have received the above referenced permit(s)as requested in the application for service RBPR-09-2023-45501,by the following method(s): Received in Person Facsimile Transmittal (Return form with signature required) ,r Electronic Image Transmittal/E-mail (Return receipt required) roperty 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 t" North Carolina Laws and Rules for Sewage Treatment and Disposal Systems(15A NCAC I8A.1900), and/or Well Construction Standards(15A NCAC 2C .0100), shall apply to the issuance of this permit and the construction of the wastewater system and/or water supply well permitted. Permit Issue Date: 11/03/2023 Owner/Authorized Representative Signature Date 11-8-23 Documentation of Permit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by (name of person sending permit) Signature (IQ', Date/Time 1 ��� 3 Method: Fax J �Email US Mail Other Owner's request to send by the above indicated method of transmittal in lieu of signature We wantt tto hear from yotPlease ttake a few momentts tto complette our custtomer service survey att http://www.surveymonkey.com/s/EHCusttomerService ( as rnane41s/ bll:l delSi 6S1 A4 J. O, ,, i 11/43/2()2 3 15 24 2a23-207gzt Permit#: (� CONSTRUCTION AUTHORIZATION FOR G.S. 130A-335(a2) County: C�Gw PIN/Lot Identifier: LiCo xpeYaAai-rd1Q Issued To:Pc,rrnC.Q /l '—,c���P.vP.�t-tni rSF_1LL`C.. �1c, Property Location: C\1�s AV-e. `1— C \VS COcla L.,1C c %(013 AOWE/PE Plans/Evaluations Provided: Yes er No❑ If yes,name and license number of AOWE/PEs INN A,hLe,i RO\Ars, 1Ooal)E. A.Qf� Facility Type: "i C 2�iC.Q_ I ( 'New ❑Expansion ❑Repair ❑System Relocation ❑Change of Use Basement? ❑Yes [�M1T Basement Fixtures? ElYes ry� ❑-No Type of Wastewater System* 1.-SL C.0 k (Initial) (Repair) *Please include system classification for proposed wastewater system types in accordance with 15A NCAC 18A.1961 Table V(a) Design Daily Flow: 1---k-as 0 GPD Wastewater Strength:[domestic ❑high strength ❑industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? ❑Yes ❑No (if yes,please provide engineering documentation) Installation Requirements/Conditions Septic Tank Size:t00o gallons Total Trench/Bed Length:4O O . feet Trench/Bed Spacing: -1 feet on center Trench/Bed Width: ' Inches LTAR: d‘1 gpd/ft2 .cj Soil Cover: inches Slope Corrected Maximum Trench/Bed Depths:IIMP inches *Measured on the downhill side of the trench Aggregate Depth: inches above pipe inches below pipe inches total Pump Tank Size(if applicable): gallons Requires more than 1 pump? 0 Yes IE to Pump Requirements: ft.TDH vs. GPM Grease Trap Size(If applicable): gallons Distribution Method: Serial ❑D-Box or Parallel ❑Pressure Manifolds) ❑LPP ❑Other: Artificial Drainage Required: Yes❑ No aTf yes,please specify details: Legal Agreements(if the answer Is"Yes"to any type of legal agreements,please attach a copy of the agreement.) Multi-party Agreement Required[.1937(h)1: ❑Yes laN Easement,Right-of-Way,or Encroachment Agreement Required[.1938(j)]: 0 Yes Et-Ro Declaration of Restrictive Covenants: ❑Yes ['rNo Pre-Construction Conference Required: Yes 0 No[� L / n Conditions:�e C S� v. 6��(f sieeiriec/ Cf'i Niacf S(���Iam R/lv �G�i�/�"S�I � / A,t The construction and Installation requirements of Rules.1950,.1952,.1954,.1955,.1956,.1957,.1958,and.1959 are Incorporated by reference into this permit and shall be met. Systems shall be installed In accordance with the attached system layout. AOWE/PE Print Nam • 1 �''(j /�� �\c�Y Zl Expiration Date:>��� L'y &Co / h4Z AOWE/PE Signature: C d � Gr^� Date: /O /j This AOWE/PE submittal is pursuant to and meets the requirements of G.S.130A-335(a2)and(a5). e,WAS Is RECEIVED • 1' *See attached site sketch* 42k CSAifiek.W•'•., � ''�i: a In t%fiber.t rf 1 1aO27E`:i' , v . 0 C T 2 7 2023 '== . •���, G.S. 13E11i i`�Pu I"T<9 t I 11 c 1Tf1 4 ' •� ': ��L II ` V.2023.07 Permit#: Auth-11-2023-207826 4443 Giles Ave This Section for Local Health Department Use Only Initial submittal received: 11/3/2023 by RP Date Initials G.S. 130A-335(a5)states the following: When an applicant for a Construction Authorization,or an Improvement Permit and Construction Authorization together,submits a Construction Authorization,or an Improvement Permit and Construction Authorization application together,the permit fee charged by the local health department,the common form developed by the Department,and any necessary signed and sealed plans or evaluations conducted by a person licensed pursuant to Chapter 89C of the General Statutes as a licensed engineer or a person certified pursuant to Article 5 of Chapter 90A of the General Statutes as an Authorized On-Site Wastewater Evaluator,the local health department shall,within five business days of receiving the application,conduct a completeness review of the submittal.A determination of completeness means that the Construction Authorization or Improvement Permit and Construction Authorization includes all of the required components.If the local health department determines that the Construction Authorization or Improvement Permit and Construction Authorization is incomplete,the local health department shall notify the applicant of the components needed to complete the Construction Authorization or Improvement Permit and Construction Authorization.The applicant may submit additional information to the local health department to cure the deficiencies in the Construction Authorization or Improvement Permit and Construction Authorization.The local health department shall make a final determination as to whether the Construction Authorization or Improvement Permit and Construction Authorization is complete within five business days after the local health department receives the additional information from the applicant.If the local health department foils to act within any period set out in this subsection,the applicant may treat the failure to act as a determination of completeness.The applicant may apply for the building permit for the project upon the decision of completeness of the Construction Authorization or Improvement Permit and Construction Authorization by the local health department or if the local health department fails to act within five business days.The Authorized On-Site Wastewater Evaluator or licensed engineer submitting the evaluation pursuant to this subsection may request that the local health department revoke or suspend the Construction Authorization or Improvement Permit and Construction Authorization for cause.Upon written request of the Authorized On-Site Wastewater Evaluator or licensed engineer,the local health department shall suspend or revoke the Construction Authorization or improvement Permit and Construction Authorization pursuant to G.S. 130A-23.The Department shall develop a common form for use as the Construction Authorization. The review for completeness of this Construction Authorization was conducted in accordance with G.S. 130A-335(a5). This Construction Authorization is determined to be: ❑Incomplete(If box is checked, information in this section is required.) The following items are missing: Copies of this were sent to the AOWE/PE and the Applicant on Date State Authorized Agent: Date: Complete ��� i, State Authorized Agent: 7//;""'"' f Date of Issuance: 11/3/2023 This Construction Authorization is issued pursuant to G.S. 130A-335(a2)and(a5) using the signed and sealed plans or evaluations attached here.This Construction Authorization is subject to revocation if the site plan,plat,or the intended use changes. The Construction Authorization shall not be affected by a change in ownership of the site. This Construction Authorization is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. 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 plans,evaluations,preconstruction conference findings,submittals,or actions from a person licensed pursuant to Chapter 89C of the General Statutes as a licensed engineer or a person certified pursuant to Article 5 of Chapter 90A of the General Statutes as an Authorized On-Site Wastewater Evaluator in GS 130A-335(a2),(a5),and(a7).The Department,the Department's authorized agents,and the local health departments shall be responsible and bear liability for their actions and evaluations and other obligations under State law or rule,including the issuance of the operations permit pursuant to G5 130A-337. Construction Authorization Expiration Date: 11/3/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 5 V.2023.07 SOIL. & FOR, ! RY SERVICES OF THE CAROLINAS, PA www.soilandforestryservices.com Project#: 22-0097 October 27`h, 2023 Princeton Land Development, LLC Attn:Jeff Cernuto Email:jell@princetoncommunities.com 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. Giles Avenue LOT 1 (See Attached Design) The septic layout for this lot(9' centers)yielded a total of 722 linear feet of line.The primary system is proposed as 402 linsar feet of Accepted (25% Reduction) drainfield with gravity distribution.Trench depth is specified at4. 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 30 inches (Low Side). There is 320 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(a2)and(a3)." Owner Date Print Name —4' Signature The LSS evaluation 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. S&FS also offers septic system inspection, wetland delineation and forestry services. Sincerely, ' ,0 5 Sc j : 0. A. R0 <2, J �c ,.".:,. �y "S' ...., or ,,,* A . •s?::,.. -1.- /4 J ti 41 8. w / AP' 040p C 1/4 S.Ashley Rollans, LSS NORM Attachment: Septic Design ROIL & FORESTRY SERVICES OF THE 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, PIN#(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 6 Profile Descriptions __SAUL__s 7-9 EL A. RO fF Septic Application -kr �- „ rrA - Client `-* CO � ' , 2 u1 Provided Improvements Permit Form -=' --- ' '�� -- - -- • 10 i 1 Construction Authorization Form --- �� Y Application for Services ,#% ��-�-- ---�.0v 12 l NORTH GP October 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 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.O.Box 3608 Mooresville,NC 28117 Phone: 704,201.6823 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 (gpd/ft.2): 0.3 Depth of Gravel in Trench: N/A Gravel Size: N/A Max.Trench Depth (LOW SIDE):2 36 in. Repair Trench Bottom 30 in. Trench Width: 36 in. Septic Tank Size: 1000 Estimated Supply Line Length: 50 Supply Line Diameter: 4 in. SCH 40 PVC Supply Line Volume: 32.65 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 (gpd/ft.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: 50 TOTAL DYNAMIC HEAD: N/A MANIFOLD SIZE: N/A DOSING VOLUME: N/A PUMP TANK DRAW DOWN*: N/A SEPTIC TANK SIZE: 1000 • Layout Specifications - Giles Ave- Lot 1 Project#:22-0097 LAYOUT FOR 4 BEDROOM HOME October 27,2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM INSTR. 1 1 ORANGE 75 74 2 RED 89 86 3 PINK 91 90 4 BLUE 89 86 5 YELLOW 91 66 6 ORANGE 90 90 7 RED 104 104 8 PINK 93 93 Total 722 689 SOIL LINE LTAR SYSTEM LTAR TRENCIi LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION *System 402 0.300 ACCEPT. 0.300 25 o RED GRAVITY Repair 320 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. . . i +) I r1 \ r°s ` / ryp� I rod y ,v t.... / -z 1 fib ,-,( C')c<i; r. RI v- .ir .,,.? \ r.d <r/ c•-\^," a_ ct N ).- a) \ N. ,•... 4 \ O / `) SC 1 \ ,/p© to co /S`S,e_fr\ Nye \ 0 >— 6 \ °. `/° 26\ I � ` `� - I CO il \S'J n c s <<J \\ 'Ov \ a o lil J 'r \ act o z \ iA o z t o \ \1, . ii \ z •O" L- c, - oo J LI- \ 15 /1".6 0'0'6) co o ^ ��6- \ a 0 \ N z 0)cD N `lp cm I P4 I �j l� mwN0c� oo `lJ \ \ `c'� (0 t9 \ 1 ? 93 W p /s\ a) O `,I\\\ $ ^� '5)\\ p > '-- N r / (xia)*avna3seo sat) \ \ . / («otk e am JINcdm \7 ° � \ Q • / \ J\bn5 \ UQO � W t in a z \ \�/S ti 12 cn c6 1 Ln \\ -.n K 0. Lid9gi§! \ g \ N / ,/ 0., Ni, / ,t Cst.,. .rt.2 R cl la % 416 ..." S. '14 )11 6/ ,.1-1-‘ \ 0.m=01 ....--- / A 41A .. - . , 4-41, ' 2g,zkbz _-, • ..... „,„ \ ::�40,4.41 ' 4 8 \\C% a�= gy m u / wy,�� `J \�\ i \\ C\` < \ iron wiii / v� \\ \ •K / 1 W \ 'G \ Q K J 7 ♦/ 0 \ \\ 15S\/ ,+ • ` •' ` ti a • 4 \ cJ _ ea ZO A Mm .iii* 3N colt: mi cr 2111:141-13:- \\ ID GD M Ci OO in �o �at +ek5 �a 01 -' J, a m � \ \ \\ N3sk66 lLy `r \ \\ \ 3s eON\\ -...i....._ 11111 . ii th, \ Og n eitt,ill° 11 PF. \,, /AM ' iN \ / in a' O in d .- in i in O� r) c4 * (N ♦ / 14 \ 6 CALCULATIONS Location Giles Ave Sherrills Ford, NC 28673 Project Number 22-0097 Lot No: 1 No. of Bedrooms 4 Design Flow 480 gal/day LTAR 0.300 gal/ 2 rt day PPBPS? (YES OR NO) NO Supply Line Length 50 ft. Supply Line Volume 32.65 gal. FRICTION FACTOR INTER PO LATER 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 gal/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 interpolater.) Friction Head N/A ft. Total Dynamic Head (+15%) N/A ft. Sheet I_of3_ PROPERTY ID#:4606029942 79 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:9/21/22 PROPOSED FACILITY: 4 PROPOSED DESIGN FLOW(.1949): 480GPD PROPERTY SIZE: 0.2668&7.574 LOCATION OF SITE:GILES AVE Lots 1 &2 PROPERTY RECORDED: WATER SUPPLY: I Private 0 Public 0 Well 0 Spring ❑Other EVALUATION METHOD: I Au1er Boring ,Pit 0 Cut TYPE OF WASTEWATER: 'Sewage ❑Industrial Process ❑Mixed • P R SOIL MORPHOLOGY OTHER 0 (.1941) PROFILE FACTORS F I .1940 L LANDSCAPE HORIZON E POSITION! DEPTH SLOPE% (IN.) .1942 PROFILE # .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ 1JI5%o 0.6 BSLG Frsssp 64" PS P 6-I5 rbsclwfsbk Frss 0.3 I 15-30 brcwmsbk Frsssp 30-64 rbclwfsbk Frsssp FEW SAP UI6% 0-6 BSLGR Frsssp 66" PS 6-15 Rbscl Wfsbk Frsssp 0.3 2 15-31 Rbc wmsbk Frsssp 31-66 Rbcl Wfsbk Frsssp FEW TO C SAP U16% 0-5 BSLGR Frsssp 65" PS 5-13 Rbscl Wfsbk Frsssp 0.3 3 o soIL Sc �13-29 Rbc wmsbk Frsssp J, 0_.A. RO F2 29-65 Rbcl Wfsbk Frsssp — FEW TO C (4../4 �� ST1 �/ f 65-70 Ver SL Mass Frsssp SAP ,� Q 1/4p\i''„� „'htiny 1 `�! U13% 0-4 BSLGR Frsssp 60" ' tj1 C'i�� S� Iy�`/ 4 4-10 Rbcl Wfsbk Frsssp lJ1 1 �y: r!';,' �. 3 10-24 Rbc Wmsbk frsssp viii , • - . ., o 1 23,E ��v 24-60 Rbcl Wfsbk Frsssp FEW TO C �� O . SAP NORTH �'P DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): Available Space(.1945) PS SITE CLASSIFICATION(.1948): PS PS System Type(s) Accepted pP P it EVALUATED BY: Samuel A.Rollans J OTHER(S)PRESENT: C. Wagner Site LTAR 0,3 6,S COMMENTS: Updated February 2014 • SOIL/SITE EVALUATION Sheet 2_of_3_ (Continuation Sheet-Complete all field in full) PROPERTY ID#:460602994279 DATE OF EVALUATION:_9/21/22 COUNTY:Catawba_ • • ' r • P R SOIL MORPHOLOGY OTHER 0 (.1941) PROFILE FACTORS F _ I .1940 .1942 L LANDSCAPE HORIZO .1941 .1941 SOIL .1943 .1956 .1944 PROFILE E POSITION/ N STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTA CLASS SLOPE% DEPTH TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR # (IN.) L/15% 0-4 BSL Gr Frsssp 44" PS P 4-10 Rbscl Wfsbk Frsssp 0.3 5 10-24 Rbc Wfsbk Frsssp 24-44 Rbcl Wfsbk Frsssp FEW TO C 44-69 Var SL mass frssspSAP LOT 2 • U26% 0-4 BSL Gr Frsssp 52" PS P 4-14 Rbscl Wfsbk Frsssp 0.3 1 14-25 Rbc wmsbk Frsssp 25-52 Rbcl Wfsbk frsssp FEW SAPiWH 52-61 Var SL Mass frsssp ROCK U15% 0-4 BSL Gr Frsssp 60" PS 4-15 Rbscl Wfsbk Frsssp 0.3 2 15-28 Rbc wmsbk Frsssp 28-60 Rbcl Wfsbk Frsssp FEW TO C SAP U17% 0-4 BSL Gr Frsssp 44" PS 4-10 Rbcl Wfsbk Frsssp 0.3 3 10-30 Brc wmsbk Frsssp 30-44 Rbd Wfsbk frssSp FEW SAP 44-60 Var SL mass frsssp COMMENTS: Updated February 2014