Loading...
HomeMy WebLinkAboutAUTH-10-2023-207187.TIF gi+a CATAWBA COUNTY Case# AUTH-I0-2023-207187 .1, Public Health Department Subdivision d . Environmental Health Division PIN# 375019509200 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 3 lam , Site Address: 2678 MT OLIVE CHURCH RD, NEWTON NC 28658 Name on Permit: STEVE DELLINGER BUILDER Property Size: Acres 1.67 Directions: Mt Olive Church Rd, between Claremont Rd and Bethany Church Rd/lot 3 Authorization to Construct Permit Permit Category: New Septic Wastewater Flow: 360 g.p.d. Type of Facility: Primary Residence-SFD Basement? No Basement Plumbing? No Bedrooms: 3 Water Supply: Public Water Maximum Occupants: 6 Soli LTAR: .25 g.p.d./ft2 WASTEWATER SYSTEM REOUIREMENTS Proposed Wastewater System: 10"LARGE DIAMETER PIPE 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 265 gal Pump Specs: 39-5 GPM @ 23.06 TDH Pressure Head 2 ft Draw Down 12.6 in Drainfleld: Total Area: sq ft Total Trench Length: 580 ft Aggregate Depth: in Maximum Trench Depth on Downhill Sidewall: 12 in Minimum Soil Cover: t2 in Minimum Trench Separation: 6 ft on center Number of Drain Lines: 9 Trench Width: 1 ft Distribution: Pressure Manifold Pre Treatment: NONE Pump Required Additional Specifications: ***12" MAX TRENCH DEPTH*** *12"UNIFORM CLEAN COVER MUST BE BROUGHT IN AND EXTEND 5' BEYOND THE DRAINFIELD AREA. SHOULD BE PLACED AS NEEDED TO DIVERT SURFACE WATER OFF DRAINFIELD TO PREVENT PONDING *'580FT 10"LARGE DIAMETER PIPE" *INSTALL ON CONTOUR* *PRESSURE MANIFOLD: -GATE VALVE REQUIRED -(3) SCH 40 3/4" TAPS -CREATE STEP DOWNS AS SHOWN IN SITE PLAN - DO NOT DIG SUPPLY LINE THROUGH PROPOSED DRIP REPAIR AREA *TOP SEAM TANKS REQUIRED *ABSOLUTELY DO NOT INSTALL UNDER WET CONDITIONS *FINAL GRADE SHALL SHOW POSITIVE DRAINAGE AWAY FROM SYSTEM AREA *PIPE GUTTER DRAINS AWAY FROM SEPTIC FIELD *DO NOT DRIVE OVER SEPTIC AREA *LDP MUST BE INSTALLED TO MANUFACTURER SPECS *10FT SETBACK TO ALL PROPERTY LINES *15FT SETBACK TO ANY FOUNDATION DRAIN 11/01/2023 10:25 L • CATAWBA COUNTY Case# AUTH-10-2023-207187 • 1.. • Public Health Department Subdivision ,� • Environmental Health Division PIN# 375019509200 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 3 Site Address: 2678 MT OLIVE CHURCH RD, NEWTON NC 28658 Name on Permit: STEVE DELLINGER BUILDER Property Size: Acres 1.67 Directions: Mt Olive Church Rd, between Claremont Rd and Bethany Church Rd/lot 3 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: .1 g.p.d.lft2 Proposed System: DRIP IRRIGATION 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. I ,t i=.4rt S 10/25/2023 Authorized State Agent Permit Issuance Date 10/25/2028 Permit Expiration Date No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. ei,pennir 10/25/2023 12:54 Catawba County Environmental Health (..13).) R8Ps• 10- 0o23 - ys7aq J IfPV- 10-9oa3- 'o71 ?76 fc., AuTo- so • aoa3• ao7187 „44 a �`� , 1. 7�Ar �1 la S�X -ire tit C c�c • ��*+� Pep}h c3 ,S ,i, 9 % 4 i 4- lay` L'ea r Pc, et ��r\o 3� ..._____ ‘3,,,3 •70 v •2678 4j), �vC o4L•c 2 ,, ti, yGRc4., ryy. yR0 tr. cl so •s., ,s .7 •2684 i Parcel:365907598576, 2678 MT OLIVE 1 in=60ft CHURCH RD NEWTON, 28658 This map/report product was prepared from the Catawba Counfyitne' Gsoi atW kdartKUon Services. Catawba County has made substantial efforts b ensure the accuracy of beadon and Wising information eatorwo an etK map or data on this report.Catawba County promotes and recommends b independent vamcatbn of any data centered on this nopYrapart product by the seer.The County of Catawba,its employees,agents,and pommel.disdain,and shall not be held labia for any and all damapea,loss or Iebtiy,whether died,Indirect or consequential which arises or may arise from this rnapheport product or the use thereof by any person or only. Copyright 2023 Catawba Courtly NC 10/25/2023 c15 CamScanner k ct to tJ W v- ffk fo 0 0 0 r E 5 8 8 X ° § w elRRG kSka 1 in , » ' d T 2 u. 2 ■ « « « i 2 re rnnc4 c in _ ® 875o © oqw - el › © E / E § ' 0') d ( _ n / V 0 2 IN �§ crt a > 0 < In 0 GG2o en© E � � � + 7 _ Nr �� aK - 2e � z •R § u \ �6 � ■ w q o f IS - Nn # 20 CALCULATIONS Location MT OLIVE CH RD Project Number Lot No: No.of Bedrooms 3 Design Flow 360°''lam LTAR 0.25°"42day EZ-Lay?(YES OR NO) NO Supply Line Length 180 ft. Supply Line Volume 31,32 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 576 ft 2"SCH 40 PVC Amount of Line from Layout 580 ft. GPM f 20 0.84 Gallons per Minute 37.5 °"/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 378.74 gal. 35 2.37 -2.25 Dosing Volume 265.12 gal. 40 3.03 Mote: Dosing volume based on 70% 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 12.6 Generic Draw Down of 21 gal.perin. Pump Run Time 7.07 minutes Elevation Head 14 ft Pressure Head 2 ft. Friction Factor 2.25 ft.1100 ft.(From the Interpolater.) Friction Head 4.05 ft Total Dynamic Head(+15%) 23.06 ft. CamScanner