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Home My WebLink AboutIMPV-09-2023-204069.tif e CATAWBA COUNTY Case# IMPV-09-2023-204069 tlik Public Health Department Subdivision .� Environmental Health Division PIN# 471003210497 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 24 ant w Site Address: 1163 CATALINA CT, CATAWBA NC 28609 Name on Permit: *RICHARD HICKS Property Size: Acres 3.83 Directions: Molly's Backbone to Monbo RD, Right N. Saunders DR Right Aeromarine Right Catalina CT go to the end Improvement Permit AN AUTHORIZATION TO CONSTRUCT MUST BE ISSUED PRIOR TO BUILDING PERMITS THIS PERMIT IS NOT FOR SEPTIC INSTALLATION Permit Category: New Septic Wastewater Flow 240 g.p.d Type of Facility: Primary Residence Basement? No Basement Plumbing? No Bedrooms: 2 Water Supply: Private Well Maximum Occupants: 4 INITIAL SYSTEM SPECIFICATIONS — Proposed Wastewater System: 25%REDUCTION System Classification: IIIB-SYSTEM W/SINGLE EFFLUENT PUMP REPAIR SYSTEM SPECIFICATIONS Repair System Required? Required Proposed Wastewater System: 25%REDUCTION System Classification: IIIB-SYSTEM W/SINGLE EFFLUENT PUMP Pump Required Permit Conditions: SEE AC FOR PERMIT CONDITIONS Landscaping or other site alterations that potentially divert groundwater or surface water toward the septic system, or prevent proper drainage away from the septic system, including the direction of gutter flows or foundation drains,is not approved,and may result in failure to approve the initial system installation,or the suspension/revocation of existing permits. The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of the applicant /property owner to insure that all Catawba County Planning/Zoning and Building Inspections requirements are met. This Improvement Permit is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered. The Improvement Permit is not affected by a change in ownership of the property. This permit was issued in compliance with the provisions of the North Carolina'Laws and Rules for Sewage Treatment and Disposal Systems' (15A NCAC 18A.1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily for any given period of time. Any permit issued for a conventional system may be used for an accepted system without Environmental Health authorization or permit modification.Please notify Environmental Health of this change prior to system installation. 09/06/2023 Authorized State Agent Permit Issuance Date 9/6/2028 Permit Expiration Date No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. ehpennit 09/07/2023 09:35 Catawba County Environmental Health ` .11 :—\ 'I , � •7 is • Tv Q`c' '� • ♦ f o° � Xa • , • • 4 of,.,) -------...._______--- ,\...;, L /Ivo, i , 0 6o id(+ 4,;\I-- a ILk-tv 5 50,50 114 i `n' Q� iZI ` -10„ fa a�, y-i tiP g4"N. ¢ • 3)C7. . c V 4~... a i Z.r% v. 9r,...47 ia R,II Pr,. * tt,k f17 dh.AA;I-W c.r, be- 4 r-In:q-v•.a , . Parcel:471003210497, 1183 CATALINA CT 141 11 l 3 A"1`r S"'^) L.�'v..15 1ln=80R CATAWBA, 28609 .5,4 py , co --L ID 7...3 - 2,0y d 61 c3trtH _ aq -•t. 11 • , .y01 l I,i er L o — C cj l i e Nc M'i, MN�M. Ciwb. M. ,u.._. N Mlord This rnsd►o t product wee prepared e Cdel.be ,Is ma r.the roaunry of Imam.ndbdo msyon en nap a a Ire Cs bs C pu .nd Woen b do YrponMrd mikado,ol.ny rob conlolnoe on elle�nop_ praduol by the user.The County o/Cetsre0.,l e aepbyeee� end piaonns,dNdeon and stir WIN held Noble for any end e1 aalweo,loss or Moblrty,whether ak.at,k+dr.c1 or oo,�o.p ice,.er nay Mee Ram Ho m+JJr.pod product a the use thereof by eery paean or eltlly. Copyrla l 2023 Celewbe County NC 0910192023 Scanned with CamScanner Scanned with CamScanner 7 0 Initial System Pump to 25% 1163 Catalina Court Line# Color Elev Length Hole Size Flow/Tap gg_d Trench Area Line LTAR 1 67 SCH 40 1/2 7.11 27.73 201 0.14 2 67 SCH 40 1/2 7.11 27.73 201 0.14 3 67 SCH 40 1/2 7.11 27.73 201 0.14 total feet = 201 gal/min= 21.33 Des.Flow 240 Pump Run= 3.90 LTAR 0.3 LTAR+5% 0.315 LTAR w/INNOV 0.3 LTAR w/INNOV+5% 0.315 Department of Environment,Health,and Natural Resources Sheet: Division of Environmental Health Property ID: On-site Wastewater Section Lot#: SOIL/SITE EVALUATION File#: for ON-SITE WASTEWATER SYSTEM AppID: RBPR-05-22-40916 Owner: Richard Hicks Applicant: Address: 1163 Catalina Court Catawba NC 28609 Date Evaluated: 8/24/2023 Proposed Facility: 2 BR apt+hangar Design Flow(.1949) 240 Property Size: Location of Site: Property Recorded: Water Supply: pvt well [ ]Spring [ ]Other Evaluation Method: auger borings by EHS [ ]Cut Type of Wastewater: X Sewage [ ] Industrial Process [ ]Mixed • R O SOIL MORPHOLOGY b F .1941 PROFILE FACTORS I .1940 .1942 L Landscape Horizon .1941 .1941 Soil .1943 .1956 .1944 Profile E Position! Depth Structure/ Consistence Wetness! Soil Sapro Restr Class # Slope% (IN.) Texture Mineralogy Color Depth(IN.) Class Horiz &LTAR 1 LV 12% 0-10" CL!mix SS SP SEXP FR AUGER 10-24"B C/w SBK SS SP SEXP FR few loose 24-48"B CL!SBK SS SP SEXP FR 48" rock PS.3 no AR 2 LV 12% 0-8" CL MIX SS SP SEXP FR AUGER 23-34"B C/w SBK SS SP SEXP FR 34-48"B CL!w SBK SS SP SEXP FR 48" PS.3 3 LV 12% 0-12" SCL/mix SS SP SEXP FR 48" PS.3 AUGER 12-22"B C/w SBK SS SP SEXP FR 22-48"B SCU w SBK SS SP SEXP FR Description Initial System Repair System Other Factors(.1946): Available Space(.1945) PS PS Soil Evaluation By: Jason Boyd System Type(s) IIIBG 25%red IIIBG 25%red Others Present: Bryan Forsee Ted Hicks Charles Beatty Site LTAR .3 .3 Site Classification(.1948): PS Site Evaluation By: Jason Boyd Others Present: Sheet: COMMENTS: Mr Hicks Excavator broke down during evaluation FILE#: Landscape Position Group Texture .1955 LTAR Structure R-Ridge I S-Sand 1.2-0.8 SG-Single Grain SS-Shoulder Slope LS-Loamy Sand M-Massive LS-Linear Slope CR-Crumb FS-Foot Slope II SL-Sandy Loam 0.8-0.6 GR-Granular NS-Nose Slope L-Loam SBK-Subangular Blocky HS-Head Slope ABK-Angular Blocky CC-Concave Slope III SI-Silt 0.6-0.3 PL-Platy CV-Convex Slope SICL-Silty Clay PR-Prismatic T-Terrace Loam FP-Flood Plain CL-Clay Loam SCL-Sandy Clay Loam IV SC-Sandy Clay 0.4-0.1 SIC-Silty Clay C-Clay Consistence Consistence Mineralogy Moist Wet SEXP-Slightly Expansive VFR-Very Friable NS-Non-Sticky EXP-Expansive FR-Friable SS-Slightly Sticky FI-Firm S-Sticky VFI-Very Firm VS-Very Sticky EFI-Extremely Firm NP-Non-Plastic SP-Slightly Plastic P-Plastic VP-Very Plastic Sketch of Soil Evaluation Locations SEE SITE PLAN catawba county public health 10/3/2023 Richard Hicks 927 Eufola Rd Statesville, NC 28677 Dear Mr. Hicks : During a review of our records, an error was discovered. Please find enclosed a copy of the corrected permit for you records. If you have questions concerning this matter, please call our office at 828-465-8270 between 8 and 5, Monday through Friday. Thank you, Robbie Phelps, REHS Environmental Health Supervisor catawbacountync.gov Environmental Health Combo County Government Center 25 Government Drive PO Box 389 Newton NC 28658 828.465.8270 MAKING. LIVING. BETTER. Catawba County Environmental Health \ 1 011 ..ts �,, ✓ \o, vet` \ y, h�5'� \ \ / X9 . \ �Jo,� �2iyA \ c f '\..N IN.7, b°, 1163 •. 16 q+ 6 r 60.50 t.p 'aci 6.11 . \ .o% `33 1.aN o�� Q1 400.97 N. b iGP N. 0 6] ' V f1., i `{� �/ z f, c)r•.,...-1-7 ;a F..11 Pr"" ,� ftw it f a , NI� 1.) w be- 4 c..1.,4ws..3 Parcel:471003210497, 1163 CATALINA CT ii 1 1 h 3 A u3"r 13•�.A� -}�°^-s 1in-80ft CATAWBA, 28609 TnAPv O9 - 1 DL3 - 7 aLI0Cr1 Au-1• H - 05 -7_.) 13 - L0y °1I I,LLit, - vcf - 2-. 1.2 - lboo(,1. This map/report product was prepared from the Catawba county,NC Cleospallal Information Services, Catawba County has made substantial efforts to ensure the accuracy of location and labeling Information contained on this map or dela on this report,Catawba County promotes end recommends the Independent verification of any data contained on this mop/report product by the user,The County of Catawba,Its employees,agents,end personnel,disclaim and shall not be held liable for any and all damages,lose or liability,whether direct,Indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. Copyright 2023 Catawba County NC 09/0612023 Scanned with CamScanner 20 CALCULATIONS Location 1163 Catalina Court Catawba NC Project Number RBPR-05-2022-40916 Lot No: No. of Bedrooms 2 Design Flow 240 gal/day LTAR 0.3 Ball 1 ft day EZ-Lay? (YES OR NO) NO Supply Line Length 80 ft. Supply Line Volume 13.92 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 200 ft. 2" SCH 40 PVC Amount of Line from Layout 200 ft. GPM f 20 0.84 Gallons per Minute 21.33 gal/min -0.88 25 1.27 Required Septic Tank Capacity 1000 gal. -1.28 Minimum Standard Tank Size 1000 30 1.78 -1.76 Lateral Line Volume 234 gal. 35 2.37 -2.25 Dosing Volume 97.50 gal. 40 3.03 Note: Dosing Volume based on 7D% 43.07 3.48 of the lateral line volume. 45 3.77 48.14 4.28 50 4.58 57.11 5.89 60 6.42 Tank Draw Down 4.6 Generic Draw Down of 21 gal.per in. Pump Run Time 4.57 minutes Elevation Head 10 ft. Pressure Head 2 ft. Friction Factor 1.27 ft./100 ft.(From the interpolater.) Friction Head 2,29 ft. Total Dynamic Head (+15%) 16.43 ft.