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Home My WebLink AboutAUTH-01-2023-188350.TIF i`• CATAWBA COUNTY Case# AUI'I-1-0I-2023-188350 i t ,z, Public Health Department Subdivision d. -, ,5 Environmental Health Division PIN# 470001192424 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 1 t w Site Address: 1665 BROWN CHAPEL RD, CATAWBA NC 28609 Name on Permit: SKYLAR POWELL Property Size: Acres 0.93 Directions: E NC Hwy 10 Right Hudson Chapel Rd, Right Brown Chapel, property on Right Authorization to Construct Permit Permit Category: New Septic Wastewater Flow: 360 g.p.d. Type of Facility: Primary Residence- Basement? No Basement Plumbing? No Bedrooms: 3 Water Supply: Private Well Maximum Occupants: 6 Soil LIAR: 0.275 g.p.dlft2 WASTEWATER SYSTEM REQUIREMENTS Proposed Wastewater System: 25% REDUCTION System Classification: IIIB-SYSTEM W/SINGLE EFFLUENT PUMP Septic Tank: New Tank: 1.000 gal Pump Tank 1,000 gal Grease Trap gal Dosing Volume 151 gal Pump Specs: 23.3 GPM @ 19 TDH Pressure Head 2 ft Draw Down 7.2 in Drainfield: Total Area: 990 sq ft Total Trench Length: 330 ft Aggregate Depth: in Maximum Trench Depth on Downhill Sidewall: 24 in Minimum Soil Cover: 6 in Minimum Trench Separation: 9 ft on center Number of Drain Lines: 3 Trench Width: 3 ft Distribution: Pressure Manifold Pre Treatment: NONE Pump Required Additional Specifications: *Do not cut,drive,fill, or grade over septic or repair areas. *Septic system must be 10 ft from property lines, 50 feet from wells, 5 ft from building foundations and appurtenances,and out of right-of-ways and easements. *Install a 1,000 gallon septic tank(risers required if top of tank is greater than 6 inches below land surface)and a 1,000 gallon pump tank with risers. *Pump tank will pump to a pressure manifold. *Install 330 linear feet of 25%reduction system, proposed 3 lines total on contour. *Laid out lines 1 and 3 with an inferred line for line 2. 1st line 110 ft(orange),2nd line 110 ft(not flagged),and 3r d line 110 ft(white). *Pressure manifold will have 3 taps, all taps sch40'/2". *Final grade of septic area must shed surface water off and away from system. *All gutter drains must be routed away from the septic system. *Well should be 5 ft from property lines; 25 ft from structures; 50 ft from septic systems; and out of right-of-ways and easements. ehp,,mit 01/31/2023 14:25 53i_e CATAWBA COUNTY Case# AUl'II-01-2023-188350 .t. Public Health Department Subdivision Environmental Health Division PIN# 470001192424 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 1 8 w Site Address: 1665 BROWN CHAPEL RD, CATAWBA NC 28609 Name on Permit: SKYLAR POWELL Property Size: Acres 0.93 Directions: E NC Hwy 10 Right Hudson Chapel Rd, Right Brown Chapel, property on Right See also attached site plan. 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. >>>>> Do not install system under wet conditions <<<<< PROPOSED REPAIR Repair System Required? Required Soil LTAR: 0.275g,p.d.lft2 Proposed System: 50%REDUCTION HORIZONTAL System Classification: IVA-ANY SYSTEM WITH LPP DISTRIBUTION Pump Required ***** Operator Required 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 Authorization to Construct Permit is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered. The Authorization to Construct 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. 01/31/2023 Authorized State Agent Permit Issuance Date 1/31/2028 Pennit Expiration Date No grading or construction activity is allowed in areas designated for system and repair without approval of the!Health Department. Aperuut 01/31/2023 14:25 • 1/, ,4�, l,wtt QIIPR it-Z-t2- 142Zsl Catawba County Environmental Health 's °'- 2o23- /Pp3se wt.-4 of- 2oz3- 188331 240_n ::: 191.17 ,y. • a r• 416.45 vdd.1.).n1 (414) w ' +rd +i I QPr 3 3r G..f we./I p US Sp' Cr_.� � q/tft, Oi � —• •1565 pnuS 30' 16Z, 2 (405) •1657 (396) Parcel: 470001192424, 1665 BROWN CHAPEL 1 in=60ft RD CATAWBA, 28609 This msphaport product was prepared from the Catawba County,NC Geospadal Information Services. Catawba County has made substantial efforts to ensues the accuracy of location and labeIng information contained on this map or data on this report Catawba County promotes and recommends the independent verification of any data an this map/repo.t product by the user.The County of Catawba,its employees,agents,and personnel,disclaim,and shall not be and al damages,loss or ty,whether direct,Indirect or consequential which apses or may arise from this rrhepheport product the use thereof by any person or entity. Copyright 2021 Catawba County NC 01/25/2023 `12/c/ 6 gy ��II Lima Sit Elm 1.039111 ftitiMe sae M. T.120Chinta Lintiali 1 110 SCH 40 1/2 7.11 0.36 7.11 120.00 0.36 2 110 SCH 40 1/2 7.11 120.00 330 0.36 114 SCH dU iR 7.11 120.00 330 3 lot* lest is 330 gaihnin¢ 21.33 Des-Flow 360 Paseo Ruh= 16.3$ soil LIAR 0/76 (EZ1 AY!tar+3%) 026675 LNIR wit NttQYI t V% QYAM1017 LIAR with NW/. 0.385 . L. f - t(2trc1 20 CALCULATIONS Location Project Number Lot No: No. of Bedrooms 3 Design Flow 360' Id,y LIAR 0.275 °"4t d,,r EZ-Lay?(YES OR NO) YES Supply Line Length 85 ft. Supply Line Volume 14.79 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 328 ft. 2u SCH 40 PVC Amount of Line from Layout 330 ft. GPM f 20 0.84 Gallons per Minute 21.33 °r/inth -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 215.49 gal. 35 2.37 2.28 . Dosing Volume 150.84 gal. 40 3.03 Note: Dosing Volume based on 70% 43.07 3.48 of the lateral tine volume. 45 3.77 48.14 4.28 50 4.58 5711 5.89 60 6-4Z Tank Draw Down 7.2 Generic Drew Down of 21 wiper in. Pump Run Time 7.07 minutes Elevation Head 13.5 ft. Pressure Head 2 ft Friction Factor 1.27 ft./100 ft.(From the interpolate() Friction Head 1.08 ft. Total Dynamic Head(+15%) 19.07 ft.