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HomeMy WebLinkAboutIMPV-11-2023-208139.TIF Permit#: ,t -( =1 fit'2+,' 3 ROY COOPER•Governor NC DEPARTMENT OF .,. KOD'f H.KINSLEY•Secretary • n&AallaillfpcEs MARK BENTON•Deputy Secretary for Health 8U&,N KANBAORA•Assistant Secretary for Public Health • Divle'm of Public Health Submittal Includes•. Era)improvement Permit .,, .i)Construction Authorization 0 Fee$ IMPROVEMENT PERMIT FOR G.S.130A-335(a2) County: PIN/Lot Identifier: d� �•�>l� Issued To:1/Q �c..� �L Property Location: r _ 51__ �, � �(L73, -]ck(C��,hi.•.'l� S fJS,cA Subdivision(if applicable) c(cf�C tire:K t r! Lot rA (l Block: Section: LSS Report Provided: Yes g2r No❑ If yes,name and license number of LSS: 1a.31 New Expansion [� System Relocation 0 Change of Use 0 Proposed StrUcta.e: Number of bedrooms: LI Number of Occupants: Ei Other. Design Wastewater Strength:Qriomestic 0 hW+strength ❑Industrial process Proposed Design Daily Flow: GPO Proposed LTAR(Initial): n.?'1) Proposed >.. Proposed Wastewater . � •r LIAR(Repair): C 'Y� System Type*: /-P} gC5-Le- tarSSv�rc. E ❑No IYr (Initial) Pump Required: es ❑May be required Proposed Wastewater System Types:i(???c'j - e S;u re- (Repair) Pump Required: Bliss D No ❑May be requited *Please Indudesystem dasseficatlon for proposed wastewater system types In accordance with ISA NCAC 18A.1961 Table V(a) Seprolite System(initial):0 Yes 0 No Saproifte System(repair)]Yes 0 No Fill System(Initlal):0 Yes (Q tfii If yes,specify:❑New Existing�� ❑ (when adding more than 6 Inches of fill to system area provide a fill plan) Fill System(repair):0 Yes LISno If yes,specify: ❑New Existing (when adding more than 6 Inches of fill to system area provide a fill pion) Usable Soli Depth(Initial): '' Usable Soil Depth(Repair): "7.3 70 Max.Trench Depth(Initial's: Z-' Max.Trench Depth � Maxof the Arttl. nral (Repair)': + ..J i� +Measured all the downhill skid Wage Required: ❑Yes No If yes,please specify details: trench Type of Water Supply:0 Private well 0 Public well 0 Shared well nldpal Supply ❑Spring 0 Other: Dralnfleid location meets requirements of Rule.1945: Yes Q' No Drainfleld 1❑ ocatpon meets requirements of Rule.1950: Yes 12^^No[� Permit valid for:laFfve years[site plan submitted pursuant to GS 130A-39 13a) 4( ) 0 No expiration[plat submitted pursuant to GS 130A-334{7a}1 Permit candid na Licensed Soli Sdentist Print Name: 46149k 09 Ucensed Soil Sdentlst Signature: ' f , .<._. f 7? C,1^fi // /� Date. 1 11 (P /� The LS5 evaluation is being submitted pursuant to and meets the requirements of G.S.65130A-3S5(a2). *See attached site sketch* NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH WCATION:5608 Six Forks Road,Building 3,Raleigh,NC 2760E MAILING A1 ORES&1632 Mai Service Center,Raleigh,NC 27899.1832 w•ncdhho.gov • TEL:919-707-5884 • FAX:919-84S-3972 AN EQUAL OPPORTUNITY!AFFIRMATIVE ACTION EMPLOYER Permit #: IMPV-11-2023-208139 SaddlebrooK Lot 11 This Section for Local Health Department Use Only Initial submittal received: 10/30/2023 by RP Date Initials G.S. 130A-335(a3)states the following: When an applicant for an Improvement Permit submits to a local health department an Improvement Permit application,the permit fee charged by the local health department,the common form developed by the Department,and a soil evaluation pursuant to subsection(a2)of this section,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 Improvement Permit includes all of the required components.If the local health department determines that the Improvement Permit is incomplete,the local health deportment shall notify the applicant of the components needed to complete the Improvement Permit.The applicant may submit additional information to the local health department to cure the deficiencies in the Improvement Permit.The local health department shall make a final determination as to whether the Improvement Permit 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 Deportment shall develop a common form for use as the Improvement Permit. The review for completeness of this Improvement Permit was conducted in accordance with G.S. 130A-335(a3). This Improvement Permit 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 LSS and the Applicant on Date State Authorized Agent: Date: ©Complete /� State Authorized Agent: G Date: 11/9/2023 This Improvement Permit is issued pursuant to G.S. 130A-335(a2)and(a3)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 permit is subject to revocation if the site plan,plat,or the intended use changes. 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 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 evaluations,submittals,or actions from a licensed soil scientist or licensed geologist pursuant to GS 130A-335(a2). Improvement Permit Expiration Date: 11/9/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 2 V.2023.07 , HDEPARTMENT OF i "Governor l5LT 3 KoioY H.KlAi ►• e s I MARK MENTiN•Deputy Secretary for Health SUSAE �a Assistant ant Secretary tor Public Heiv of This application,In con)unctlon with the�Appliea# on tor Services der,In c is to be used fora form ' blisited In G.S.13(lA-S3S(a3)and thereinafter,PGS.ar 1mR9 (��and or a plkations su- r . in iszOrdance with G.S. .3 5(a )s(a3),optional for local health to as NZ/Improvement Permit andAl) a3j,and( trt Appi tngfor: I IvciYQnAerav��tT 3 (a2)imlrrovNm;nnt Permit Please check one of the following; (a2)Construction AUrthorrrat on 0 (IQ)Repair • ConstrucfJon Authorization ErffewCa:rstrucdiart ❑ Expansion US-Year Expiration Requested 0 System R ovation 0 Change of Use Cl Non-Expiring Permit {s{te plan provided) 0 Repairpro (per provided,as defincO in GS.13OA-334(7a) Property Owner Name: Sacenc )„ r Property Owner MailingAddr s: Q Property Owner Phone Number; ") �_ C ""___ _ �- _ T--�,,,-_ Property Owner Email Addres ' "_-------•-- __ ._.....,_ ARplts:arrt Namr: C_ AppEcent Mailing Address: t Applicant Phone NumbeerL C W"`"� Applicant Entail Address: s '3r` ot. ""�-'"" aYproperty tndudP,or is subject to,arty of the foilowirt "----- -- s ErN-o ( Ye Pneviousiy identified jurisdictional :_•.nds Existing proposed ng or prop easements, •, • Approval by other public agencies fYf encroachments, other areas subject to legal restriction; ❑Yes l A site plan or plat is required (A) and ,ga the site sib submitted f c m the ISSf�SOWE,must Include the following: (8)edsti ea proposed facilities,structures appurtert8 ,and wastewater systems prop(C)existing and proposedvehicular c acks to property Itne(s)orother fixed reference point(s) areas . (i?)fisting and proposed water supplirm,we( (£)surface water,drainage fa�tur �springs,and water IFnu;and �,and all existing and proposed artitirial drainage,as appthgbk. Requesting NHS review:Oyes I Ilio understand that the documentation and fees,as required In O. „�_ u:t o ber ndused lie an! 13DA:3ciS{a2),(a3),(a5),and are t rui that Issue i m�nt Permit and/or Con tri,ction Authorization pursuant to G�13pA. to this 1,and conduct nexae i and state officials are this application s i the ry inspections to determine compliance with right of entry andt the . understand indicated on Information to application for an Impr,o�nernent�Permit a�for pF►ikable laws ride's. I and that if the the approaeme B Contra n Authorization Is falsified,changedlMterettion In Applicant Sigma me invalid. or side is at�ierexl,then Owner's Sign - Date f' (�/z.; _-- _ Date: i l NC f?kPART>If6Vfiitl 1 -- E dCA7tont 5006 � �ISIOM Or KENO HEALTH . 27009 aura ¶832 r �Re 3. ath, r2 8O9.1 w w.r • . -Service Center,R¢ lr.9NC-$2TAB&t BS2 ta' -685�i • xiucDf�,yp72 AN Mufti.oPPoninnerrilaErIRLIATfis Ac uorySi'LOy62 SOK I FORESTRY SERVICES OF THE CAROLINAS, PA www.soilandforestryservices.com Project#: 23-0015 October 17th, 2023 VR Farms LLC Attn: Ray Short Email:vrshortlr@aol.com RE: Soil &Site Evaluation for a 4 Bedroom Residence at Saddlebrook Subdivision Lot 11,0.82 ac Parcel, PIN#(460904507318)Sherrills Ford, NC 28673. Mr. Short: 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 partially cleared/graded for the house pad and wooded for remaining acreage.Topography within the evaluated area was gentle slope near the house site and proposed drainfield area. Property lines and corners were marked at the time of the evaluation by Derek Bunton Surveying.The client provided an Autocad File of a subdivision with house envelopes as a basemap.The proposed septic layout was located via GPS&tape measures and used to produce the attached Site Plan.The house envelope was located via Surveyed by Derek Bunton Surveying. Backhoe pits were located via GPS. 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 twelve backhoe pit locations on the property flagged and located via tape measure.Ten of the twelve backhoe 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. _ J Saddlebrook Subdivision- Lot 11 (See Attached Design) The septic layout for this lot(9' centers)yielded a total of 715 linear feet of line.The primary system is proposed as 320 linear feet of Modified Conventional (50% Reduction)drainfield with low pressure distribution.Trench depth is specified at 20 inches(Low Side).The repair system is proposed as 320 linear feet of Modified Conventional (50% Reduction) drainfield with low pressure distribution.Trench depth is specified at 20 inches(Low Side).There is 395 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 leg "G , Signature 01,-1-41/A 04}, ✓`' 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 Lot 11-Saddlebrook Subdivision, 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, r OIL SCI 9 -A * / ,-`,7' 7- ,,,„7,1 i 1\-t<,,, 7/ I de Q < 1231 I S. Ashley Rollans, LSS • Op NO RT" GP Attachment: Septic Design viF SOIL & FORESTRY SERVICES OF THE CAROLINAS, PA www.soilandforestryservices.com Attached is a proposed design for an HPPBPS Septic System w/Low Pressure distribution for a 4 bedroom single family residence at Saddlebrook subdivision Lot 11, Sherrills Ford, NC 28673, Catawba County, PIN#(460904507318) Contents: Page Information for the Installer 1 Design Information Design Specifications 2-3 Layout Specifications - 4 System Tapsheet 5 Site Plan/System Plan 6 Calculations 7 Profile Descriptions O I S 8 Application of Services - �� ,L-A-Rp77-Sc. - 9 c) , ki STA/Er . `� �� 4�Z IP Form ti q` -17 0 �L /, 1 10 CA Form -4- ---- K • .._ �� ---- 11 I .. rC , .���f{�MM`rt �_ /23A -40 • 0,� N GP�o D RTH October 17,2023 Project#: 23-0015 Design By: Soil& Forestry Services of the Carolinas,PA J 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 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 excavation - Pumptank riser should be 6"above grade, control panel should be 12"above grade. - Septic tank riser shall be a minimum of 6" above finished grade. - System is specified as a HPPBPS installation with low pressure distribution. - Repair is specified as a HPPBPS installation with low pressure dist. - Backfill 4 - 6" of material (County Approved)over panels, rake trench walls, lime side- walls, install trenches 36" wide and have no more than 1/4" fall in 10 feet. 2 LP HPPBPS SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: VR Farms LLC Current Address: 7172 Long Island Rd Catawba,NC 28606 Phone: 704.516.2344 County: Catawba Location: Bridle Court- Lot 11 Sherrills Ford,NC 28673 Source of Wastewater Flow: 4 Bedroom Single Family Residence Estimated Gallons Per Day Flow: 480 gpd System Flow: 30.28 gpm Design Specifications Drainfield Size: 320 Loading Rate (gpd/ft.2): 0.25 Depth of Gravel in Trench: NA (HPPBPS ) Gravel Size: NA (HPPBPS ) Trench Depth (LOW SIDE): 20 in., Repair 20in. Trench Depth Trench Width: 36 in. Septic Tank Size: 1000 Pump Tank Size: 1000 Estimated Supply Line Length: 120 Supply Line Diameter: 2 in. SCH 40 PVC Supply Line Volume: 20.88 Dosing Volume: 266.40 Supply Manifold: N/A Supply Manifold Length: N/A Supply Manifold Volume: N/A Recommended Float Controls: SJE Sensor Float Control Switches as Required for Control Panel or County Approved Equivalents Recommended Control Panel: SJE-Rhombus Model 112 (NEMA 4x) Control Panel or County Approved Control Panel. Pressure Head: 2 ft. Friction Head: 2.84 Elevation Head: 8.00 Total Dynamic Head: 14.77 Threaded Union: In Tank Gate Valves: 1 in Tank 1 per lateral Check Valves: In Tank Anti-Siphon Hole: NA Additional Comments: Soil suitability was performed by Soil & Forestry Services of the Carolinas, PA J 3 Bridle Court- Lot 11 LP HPPBPS DESIGN FLOW (gpd): 480 SOIL APPLICATION RATE (gpdift.2): 0.25 TOTAL AREA TRENCH BOTTOM: 960 TOTAL LATERAL LENGTH: 320 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 320 SUPPLY LINE LENGTH: 120 TOTAL DYNAMIC HEAD: 14.77 MANIFOLD SIZE: N/A DOSING VOLUME: 266.40 PUMP TANK DRAW DOWN*: 12.7 SEPTIC TANK SIZE: 1000 PUMP TANK SIZE: 1000 *Pump tank draw down based on a volume basis of 21 gallons per inch. Draw down may vary among pump tank manufacturers. 4 Layout Specification-Bridle Court-Lot 11 Project#: 23-0015 LAYOUT FOR 4 BEDROOM HOME October 17,2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM INSTR. 1 CVB 907.00 P.TANK 904.00 1 YELLOW 17 17 2 ORANGE 35 35 3 RED 62 62 4 BLUE 48 48 5 PINK 42 42 6 YELLOW 40 40 7 PINK 69 69 8 RED 73 73 9 BLUE 40 40 10 PINK 28 28 11 ORANGE 73 73 12 YELLOW 95 87 13 BLUE 93 87 Total 715 701 SOIL LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH(LOW SIDE) *System 320 0.250 MOD. 0.250 HPPBPS LOW 20" CONY PRESSURE Repair 395 0.250 MOD. 0.250 HPPBPS LOW 20" CONY. PRESSURE Notes: **All septic lines and pits located via GPS and tape measures **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags 5 LP HPPBPS TAPSHEET -Bridle Court- Lot 11 SYSTEM Line# Color Elevation Length Hole Size Flow/hole Trench Area Number of Panels 8 RED 73 0.156 0.41 219 17 11 ORANGE 73 0.156 0.41 219 17 12 YELLOW 87 0.156 0.41 261 20 13 BLUE 87 0.156 0.41 261 20 total feet = 320 gal/min= 30.276923 74 Des.Flow 480 Pump Run= 8.78 soil LTAR 0.25 LTAR+5% 0.2625 LTAR with mod. 0.5 LTAR with mod..+5% 0.525 .156 equals 5/32 inch hole ,u L __--- Cu z_m 0 �S g o C ° N • Cu P5 Ilia E-- ,a oE 0� , rTEri=- E- ,6'6L r - C Cu ` N P4 / // /6 Cu 7 ,OL /Z� z� Li D � Q P3 S. '1 '�' CI --I g'v & ,0b X 9 n 75 V 6 o b • �" ,EL 8itvv) Nco CA 1�7 / o f-+ $n� 80 CO CO / 6 A 2I 79 C� N Cj.1 ~' g) 'E6 Er ET -t, j1-. 7 n . ,, • • PO m 0 0 12 . 0869 N) cs!� (�T SS 2 • ' w /�/�1/� • > ) 4 • • �J EASEVE\ T c/1/T _1, • 7 CID • CALCULATIONS Location Bridle Court- Lot 11 Sherrills Ford, NC 28673 Project Number 23-0015 Lot No: 11 No. of Bedrooms 4 Design Flow 480 gal/day LTAR 0.25 9ai/ft2day HPPBPS? (YES OR NO) YES Supply Line Length 120 ft. Supply Line Volume 20.88 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 320 ft. 2" SCH 40 PVC Amount of Line from Layout 320 ft. GPM f 20 0.84 Gallons per Minute 30.27692 gal/min -0.88 25 1.27 Required Septic Tank Capacity 1000 gal. -1.28 Pump Tank Capacity 1000 gal. 30 1.78 -1.76 Panel Volume 3.6 gal. 35 2.37 #of Panels 74 -2.25 Dosing Volume 266.40 gal. 40 3.03 Note: Dosing Volume based on 100%of#of 43.07 3.48 panels times 3.6 gal/panel 45 3.77 48.14 4.28 50 4.58 57.11 5.89 60 6.42 Tank Draw Down 12.7 Generic Draw Down of 21 gal.per in. Pump Run Time 8.80 minutes Elevation Head 8 ft. Pressure Head 2 ft. Friction Factor 2.37 ft./100 ft. (From the interpolator.) Friction Head 2.84 ft. Total Dynamic Head (+15%) 14.77 ft. Sheet 1 of 2 PROPERTY ID#: 460904507318 COUNTY: Catawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (complete all fields in full) OWNER: VR FARMS LLC APPLICATION DATE: ADDRESS: 7172 Long Island Rd,Catawba NC 28609 DATE EVALUATED: 1/31/2023 PROPOSED FACILITY: 4 Bedroom Residential-480 GPD PROPERTY SIZE: 36,073 SOFT LOCATION OF SITE: Saddlebrook subdivision,Sherrills Ford NC 28673-Lot 11 PROPERTY RECORDED: /VC) WATER SUPPLY: ❑Private ❑ Well ❑ Spring El Other County Water EVALUATION METHOD: ❑Auger Boring El Pit ❑Cut TYPE OF WASTEWATER: El Sewage ❑ Industrial Process ❑ Mixed P R O SOIL MORPHOLOGY OTHER .1940 (.1941) PROFILE FACTORS F LANDSCAPE HORIZON PROFILE I POSITION/ DEPTH CLASS L SLOPE% (IN.) .1942 &LTAR E .1941 .1941 .1943 .1956 .1944 STRUCTURE! CONSISTENCE! SOIL SOIL SAPR RESTR TEXTURE MINERALOGY WETNESS/ DEPTH CLASS HORIZ rnr ne , 0-17 BSCLWFSBK FRSSSP 17-41 RBCWMSBK FRSSSP 1 U8% 41-55 RBCLWFSBK FRSSSP FEW TO C SAP INCLU PS 0.3 55" 0-6 BCLWFSBK FRSSSPSEXP 6-22 RBCWMSBK FRSSSP 2 U8% 22-48 RBSCLWFSBK FRSSSP C SAP INCLU 48" PS 0.3-0.325 0-7 BSCLWFSBK FRSSSPSEXP 7-25 RBCWMSBK FRSSSP 3 L/8% 25-55 RBSCLWFSBK FRSSSP C SAP INCLU 55" PS 0.325 0-10 BCLWFSBK FRSSSPSEXP C SAP INCLU 10-60 VARSLMASS FRSSSP 4 Li7% 10" PS PS 0.35 PLUS 0-23 BCLWFSBK FRSSSPSEXP 23-66 VARSLMASS FRSSSP 5 L/8% 23" PS PS 0.3 PLUS 0-24 BSL GR FR SS SP 24-62 BRC WMSBK FR SS SP _Few Fe Depl PS 75 L/8% 62" 0.3 0-10 BSL GR FR SS SP 10-28 RBC WMABK/SBK FR SS SP PS 76 L/8% 28-40 BRC WFSBK FR SS SP 64" 0.275 40-64 BRSCL WFSBK FR SS SP Few Sap Inclu 0-8 BSL GR FR SS SP 8-32 BRC WMSBKJABK FR SS SP PS 77 L/7% 32-67 RBCLWFSBK FR SS SP Few Sap Inclu 67" 0,3 0-7 BSL GR FR SS SP 7-13 RBCLWFSBK FR SS SP PS 78 L/9G. 13-64 BRCWMSBK/ABK FR SS SP C.Fe Depl 64" 0.25 C h r2s(8139" 0-6 BSL GR FR SS SP 6-60 BRC WMSBK/ABK FR SS SP Few Fe Depl PS 79 U9% 60" 0.275 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): PS Available Space(.1945) PS PS EVALUATED BY: Ashley Rollans System Types(s)jPPBPS 50%Low Pressure,t PPBPS 50%Low Pressure OTHER(S)PRESENT: Chad Wagner&Mason Freeman Site LTAR 0.25 0.25 1 COMMENTS: Sheet 2 of 2 • PROPERTY ID#: 460904507318 COUNTY: Catawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (complete all fields in full) P R O SOIL MORPHOLOGY OTHER F .1940 HORIZON (.1941) PROFILE FACTORS PROFILE LANDSCAPE I DEPTH CLASS POSITION! L (IN.) &LTAR SLOPE% .1942 E .1941 .1941 .1943 .1956 .1944 STRUCTURE/ CONSISTENCE/ SOIL SOIL SAPR RESTR TEXTURE MINERALOGY WETNESS! DEPTH CLASS HORIZ # rni na 0-3 BSL GR FR SS SP 3-37 RBCWFSBK FR SS SP PS 80 L/8% 37-60 BRCWMSBK FR SS SP C.Fe Depl 60" 0.25 Chr2s(a�42" 0-22 BSL GR FR SS SP 22-30 RBSCLWFSBK FR SS SP PS 81 L9% 30-70 BRCWMSBK FR SS SP 70" 0.3 w ,,r w cc eF t, r 0$140.-57.' • 123 1 0�0 COMMENTS