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Home My WebLink AboutAUTH-07-2022-176611.TIF � CATAWBA COUNTY Case# AUTH-07-2022-176611 (3: Public Health Department Subdivision FRED ALLEY EST Q `1 Environmental Health Division PINK 378004820351 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 12 8• UA Site Address: 5824 ALLEY RD, CATAWBA NC 28609 Name on Permit: HURST BUILD INC Property Size: Acres 0.63 Directions: Turn left off of Sherrills Ford Rd onto Alley Rd. 2nd lot on left 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 LTAR: 0.275 g.p.d.lft2 WASTEWATER SYSTEM REOUIREMENTS 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: 41 GPM @ _ 16.2 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: 7 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 7 lines total at on contour. *Laid out lines 1 -6 with an inferred line for line 7. 1st line 42 ft(green), 2nd line 90 ft(white), 3rd line 62 ft(red), 4th line 46 ft(green), 5th line 42 ft(white), 6th line 34 ft(red), and 7th line 14 ft(inferred). *Pressure manifold will have 6 taps. 1st tap sch80 'A"to line 1, 2nd tap sch80 3/4'to line 2, 3rd tap sch40'/%"to line 3,4th tap sch80 /2"to line 4, 5th tap sch80 Y2"to line 5, and 6th tap sch80%"to lines 6 and 7 via stepdown. *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. ii , ," 07/29/2022 13:49 _.407 s CATAWBA COUNTY Case f AtJ'111-07-2022-176611 d t ii , Public Health Department Subdivision FRED ALLEY EST ' Environmental Health Division PIN# 378004820351 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 12 g 2 5., Site Address: 5824 ALLEY RD, CATAWBA NC 28609 Name on Permit: HURST BUILD INC Property Size: Acres 0.63 Directions: Turn left off of Sherrills Ford Rd onto Alley Rd. 2nd lot on left 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./ft2 Proposed System: 50%REDUCTION VERTICAL 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' (I 5A NCAC I8A.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 07/29/2022 Authorized State Agent Permit Issuance Date 7/29/2027 Permit Expiration Date No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. I,pr n n a 07/29/2022 13:49 IP Ac, txK gcp a. oz-zotz- /orr' Catawba County Environmental Health AtryH 01_20zZ_ 174 411 C....)411, a?- ZaW +7f'('°8 r�00 V '-' I 4 ,.. . I v� rj ..f ` sr (gyp;- s i NI I f- w l y Y J Gz Q • 90' '•1 2 t yZ n. fi gO +r N • •woe .38, S° 1 1 -if] &i° jL 33 ' 7.S' ants, 7/ ill' Std, 100.00 135.00 11 / 138.00 Parcel: 378004820351, 5824 ALLEY RD 1 in=40ft CATAWBA, 28609 1 This map/report product was prepared from the Catawba County,NC Geospatlal Information Services. Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user.The County of Catawba,Its employees,agents,and personnel,disclaim,and shad not be held liable for any and all damages,loss 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 2021 Catawba County NC 07/29l2022 `f or l 6 SYSTEM Unei Salm Oman Lensdh Welk. Etna Etnale sext IlMAcei LicaLIAR .+bra? 48 SCH 80 Irz 6.48 50.42 144 0.35 2 S 42 SCH 801/2 5.48 50.42 126 0.40 -9 4 46 SCH 801/2 5A8 50.42 138 0.37 .4 3 32 SCH 401/2 7.11 65.41 186 0.35 i 2- 90 SCH 80 3/4 10.1 92.92 270 0.34 .8'I 42 SCH 80 1/2 548 50.42 126 0.40 Vital foot ■ 330 galhntt s 34.13 Dos.Flow 360 Pump Runs 920 sob LTAR 0.275 (EZLAY Ilan+8%) 028875 LTAR with NINOV.+5% 0.366866667 LTAR with INNOV. 0.385 20 CALCULATIONS Location Project Number Lot No: No. of Bedrooms 3 Design Flow 360 °"!may LTAR 0.275 o"/Rzthy EZ-Lay?(YES OR NO) YES Supply Line Length 100 ft Supply Line Volume 17.4 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 330 ft. 2"SCH 40 PVC Amount of Line from Layout 330 ft. GPM f 20 0.84 Gallons per Minute 39.13 /mr, -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 -2.25 Dosing Volume 150.84 gal. 40 3.03 Note: Dosing Volume based on 70% 43.07 3.48 of the!atom!Me volume. 45 3.77 48.14 4.28 50 4.58 57.11 5.89 60 6.42 Tank Draw Down 7.2 Generic Draw Down of 21 gat.per in. Pump Run Time 3.85 minutes Elevation Heed 9 ft. Pressure Head 2 ft. Friction Factor 3.03 ft./100 ft.(From the interpolator.) Friction Head 3.03 ft. Total Dynamic Head (+15%) 16.13 ft.