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Home My WebLink AboutAUTH-04-2023-193922.TIF 144 tATAWRA(1)1gC11. t +! lL'liclkahhl)gvr,tmcnt Sirtrlrv.„nn '� SSA Emienmentallkalthl)ivisirn, PIN' 3,4r1)14i1A106 1 Tit ttov HI,25 ln,vt,ns,ni Dow.Ncaton.NC 2lthyt I t r11 2 Snit Address: 6557 PROSPECT DR,CONOVER NC 28013 Marne on Penn*: 'SW ASSOCIATES,INC Property Sin: Acres 1.1 Direction: Turn onto Vafwood Rd oft of St Petons March Rd I oft ontn Wegewood Or Lot on frft on Provpnrt Dr Owner/Authorized Representative Acknowledgement of Permit Receipt X I certify that 1 am the Quart or authorised agent(owner's nuthurirdiun required)representing the owner of the property dcssrihed above. Klv As the property owner or authorized representative.I have received the above referenced permit(s)as requested in the application for service R1111'14-O.l-2022-40611H,by the following methral(s): _ Received in Person Facsimile Transmittal(Return form with signature required) —y "1 ' Electronic Image Transmittal/E-mail (Return receipt required) IjL" As the pmperty owner or authorized representative I have reviewed and understand the specific conditions of the permit issued, and further understand that all applicable regulatory requirements specified under the North Carolina Laws and Rules for Sewage Treatment and Disposal Systems(15A NCAC 1 SA.1900), and/or Well Construction Standards(ISA NCAC 2C.0100), shall apply to the issuance of this permit and the construction of the wastewater system and/or water supply well permitted. Permit Issue Dale:04/192023 Owner/Authorized Representative Signa ure Date Documentation of Permit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by (nwrre of person sending permit) Signature DateJlime A51)-3 Method: Fa: Email US Mail Other Owner's request to send by the above indicated method of transmittal in lieu of signature We wantt tto hear from yoiPlease hake a few momentts tto complette our custtomer servke survey att http://www.surveymonkey.com/s/EHCusttonierServIce Itw3/9g6d3ro <<Ld. avo J' 5 I + 2j 11 1' 1 1 am)norl tJ It 120 CaITtSCanncI- V, CATAWBA COUNTY Case# AUTH-04-2023-193922 41.1116.0 (.fi. .y Public FleaIth Department Subdivision .......i.i Environmental Health Division PIN# 374501488306 PO Box 389,25 Government Drive,Newton.NC 28658 LOT# 2 w Site Address: 6557 PROSPECT DR, CONOVER NC 28613 Name on Permit: *SWASSOCIATES, INC Property Size: Acres 1.1 Directions: Turn onto Valwood Rd off of St Peters Church Rd. Left onto Wegewood Dr. Lot on left on Prospect Dr. Authorization to Construct Permit Permit Category: New Septic Wastewater Flow: 360 g.p.d. Type of Facility: Primary Residence- Basement? Yes Basement Plumbing? Yes Bedrooms: 3 Water Supply: Public Water Maximum Occupants: 6 Soil LIAR: 0.3 g.p.d.lft2 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 138 gal Pump Specs: 32.7 GPM @ 50.5 TDH Pressure Head 2 ft Draw Down _ 6.6 in Drainfield: Total Area: 906 sq ft Total Trench Length: 302 ft Aggregate Depth: in Maximum Trench Depth on Downhill Sidewall: 32 in Minimum Soil Cover: 12 in Minimum Trench Separation: 9 ft on center Number of Drain Lines: 5 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. *Solid pipe through the old power line trench. Extra pipe and end caps will be needed for this. *Septic system must be 10 ft from property lines, 10 ft from water lines, 25 ft from basement cuts, 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 with 5 taps. lines 1-3 sch 80 1/2"taps, lines 4-5 sch 401/i"taps. *Install 302 linear feet of 25%reduction system, proposed 5 lines total. *Laid out lines 2,4, and 5 with inferred lines for lines 1 and 3. 1st line 54 ft(inferred),2nd line 58 ft(green), 3rd line 58 ft(inferred),4th line 66 ft(orange), and 5th line 66 ft(blue). *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. ehpenuit 05/042023 16:35 gI� CATAWBA COUNTY Case# AUTI I-04-2023-193922 • H .i. ,. Public Health Department Subdivision ( '� Environmental Health Division PIN# 374501488306 Ili PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 2 I8(...... sw Site Address: 6557 PROSPECT DR, CONOVER NC 28613 Name on Permit: *SW ASSOCIATES, INC Property Size: Acres 1.1 Directions: Turn onto Valwood Rd off of St Peters Church Rd. Left onto Wegewood Dr. Lot on left on Prospect Dr. 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: 0.3 g.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 SA 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. �`1.5, --- 04/19/2023 Authorized State Agent Permit Issuance Date 4/19/2028 Pemtit Expiration Date No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. ehimnnn 05/04/2023 16:35 IP, 4-C et &OM 04-2022 -Ljo6S8 Catawba County Environmental Health ' '- 04-2O2 113722 1 19.01 243.88 16.71 1127 b� 4347 110.57 38.83 1 a7��r. ✓ R 1\ 24.9 h �' 83 vim. .� �� I„� �R4 ! 9 A ir 19.95 4',' nw y s *TYP�►�sL. . . y,<{., q4 13.31 . • „'A�.11.' S , , 4"' • 7� r~rsecl F s. (� tdJL e 31.15 << , ti z i,� Kra 2i.56 Sw. $' 3 foam e Y ,Se IAL 43.80 p�•- r 10.00 iii T ,s 6.85 36r 94• r'�4� • 1 `.,, �•.k go' \ 179 h� 7. \ 213.48 'L�� o- 4 10 NN. /3 �� 139.10 CP CS Parcel: 374501488306, 6557 PROSPECT DR lin=60ft CONOVER, 28613 This mepheport product was prepared from the Catawba Ca ,NC Geospadal kifomiadon Services. Catawba County has made substardial efforts to ensure the accuracy of location and labelnq information aorrfained on this map or data on this report Catawba County promotes and recommends the independent verification of any data contorted on He map/report product by the user.The County of Catawba,ils employees,agents,and personnel,discisim,and shell not be held gable for a/and al damages,loss or liabiity,whether direct,lndrect or consequential which arises or may arise from this mapheport product or the use thereof by any person or entity. Copyright 2023 Catawba County NC 04/19/2023 toc 6 SYSTEM lilts# gsla E kcaliffi Lett! )io.$iaa Brisase 9124 Trench Ana BAR 1 54 SCH 80 12 5.48 64.34 162 0.40 2 55 SCH 80 12 5.48 64.34 174 0.37 3 Bs SCH 80 12 6.48 64.34 174 0.37 4 64 SCH 4012 7.11 83.48 198 0.42 5 66 SCH 40 1/2 7.11 83.48 198 0.42 total tread : 302 paWmin_ 30.66 Dos.Flow 360 Punp RIME 11.74 soil LTAR 0.3 (EZLAY lbw+6%) 0.315 LIAR with INNOV.+6% 0.4 LIAR with NOV.W 0.42 'foL 'g 20 CALCULATIONS Location Project Number Lot No: No. of Bedrooms 3 Design Flow 360°"/Q,,, LTAR 0.3°"/n2cry EZ-Lay?(YES OR NO) YES Supply Line Length 250 ft. Supply Line Volume 43.5 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 300 ft. 2"SCH 40 PVC Amount of Line from Layout 302 ft. GPM f 20 0.84 Gallons per Minute 30.66°"/,,,,,, plus 2 --3 32( -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 197.206 gal. 35 2.37 -2.25 Dosing Volume 138.04 gal. 40 3,03 Note: 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 8.42 Tank Draw Down 6.6 Generic Draw Down of 21 gal.per in. Pump Run lime 4.50 minutes Elevation Head 36 ft Pressure Head 2 ft. Friction Factor 2.37 ft./100 ft. (From the interpoiater.) Friction Head 5.93 ft. Total Dynamic Head(+15%) 50.51 ft.