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HomeMy WebLinkAboutAUTH-07-2022-176569.tif Cam • CATAWBACOtiNTY • .t.. Public Ilealth Department Subdivision ST JAMES VINEYARD PH 2 (sin . . , Environmental Health Division PINa Pl)Box 389,25 Government Drive,Newton,NC 28658 LO'1'N 375008888690 64 �11 W SlteAddress: 2891 JUDEADR, CONOVER NC 28613 Name on Permit: *HELMSMAN HOMES, LLC Property Size: Acres 0.46 Directions: Left off of Emmanuel Church Rd onto Judea Dr. 14th lot on right(or 2nd lot on left after Antioch Dr. Owner/Authorized Representative Acknowledgement of Permit Receipt /NI certify that I am the owner or authorized agent(owner's authorization required)representing the owner of the property described above. As the property owner or authorized representative, I have received the above referenced X , _ permit(s)as requested in the application for service RI3PR-I1-2021-39364,by the following method(s): Received in Person Facsimile Transmittal (Return form with signature required) J Electronic Image Transmittal/E-mail (Return receipt required) As the property owner or authorized representative I have reviewed and understand the specific conditions ofthc 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 18A.1900), and/or Well Construction Standards(15A 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 Date:07/28/2022 Owner/Authorized Representative Signature /411/1" Date 08-03-2022 Documentation of Permit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by (name of person sending permit) Signature q 1 Date/Time p L317 1 Method: Fax J 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 ttake a few momentts tto complette our custtomer service survey att http://www.surveymonkey.com/s/EHCusttomerService in eD 11 i n n Q l fS n hocvi.Q S. 61(n :I,pric;1 (17,29,2022 08 06 • CATAWBA COUNTY Case# AUTH-07-2022-176569 car Public Health Department Subdivision ST JAMES VINEYARD PH 2 Environmental Health Division PIN# 375008888690 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 64 t w Site Address: 2891 JUDEA DR, CONOVER NC 28613 Name on Permit: *HELMSMAN HOMES, LLC Property Size: Acres 0.46 Directions: Left off of Emmanuel Church Rd onto Judea Dr. 14th lot on right(or 2nd lot on left after Antioch Dr. 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: Public Water Maximum Occupants: 6 Soil LTAR: 0.3 g.p.d.lft2 WASTEWATER SYSTEM REQUIREMENTS Proposed Wastewater System: 50% REDUCTION VERTICAL 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 166 gal Pump Specs: 30.4 GPM @ 28.7 TDH Pressure Head 2 ft Draw Down 7'9 in Drainfieid: Total Area: 600 sq ft Total Trench Length: 200 ft Aggregate Depth: in Maximum Trench Depth on Downhill Sidewall: 30 in Minimum Soil Cover: 6 in Minimum Trench Separation: 8 ft on center Number of Drain Lines: 4 Trench Width: 2 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, 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 4 taps. Four sch 40'/2"taps feeding lines 1, 2, 3,and 4. *Install 200 linear feet of vertical PPBPS system, proposed 4 lines total. *LSS Paul Penninger laid out proposed system and repair in the field. Initial system will utilize the top four lines . Lines flagged in the field are longer than will be utilized. *All lines will be 50 feet in length. Top 2 lines will have 12 panels/line and the bottom 2 lines will have 11 panels/ line for a total of 46 panels. *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. ehpermii 07/29/2022 08:06 Ctt, CATAWBA COUNTY(..... Case# AUTH-07-2022-176569 Public Health Department Subdivision ST JAMES VINEYARD PH 2 Environmental Health Division P1N# 375008888690 PO Box 389,25 Government Drive,Newton,NC 28658 LOT 64 Site Address: 2891 JUDEA DR,CONOVER NC 28613 Name on Permit: `HELMSMAN HOMES, LLC Property Size: Acres 0.46 Directions: Left off of Emmanuel Church Rd onto Judea Dr. 14th lot on right(or 2nd lot on left after Antioch 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.lft2 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' (I5A 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.,:57 -------- —/-ff 07/28/2022 Authorized State Agent Permit Issuance Date 7/28/2027 Permit Expiration Date No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. ClipetI,lii 07/29/2022 08:06 . , • Ip, At R.BPIC II-tort I-3134.4 Aix 07-2022 —I74s47 1� ZS4I J•.dal 9r ` `GoMVer ` `...... ✓tb �� a so*P,�, Or. P8 yos • C> / II Dedicated Cul-de-sac • / P.B.80,PG.105 1 / / (Computed Gt * Y) '\ / /1 * ii‘ \ / / CS' I VIi' I 1 co d 3 .. Via:...::....:..:.•... . ', t? .42 / .i _ / •. .�� , i o �t / ii. as y / ^'C THE SUBJECT PROPERTY IS NO' r�` Qa "SPECIAL HAZARDAREA•AS SH( / HUD/FIA FLOOD INSURANCE RA1 SII 3o�R hY �� : r COMMUNITY PANEL NUMBER 37 1 / I EFFECTIVE DATE 09ro5n007. I /co ! ` �/ WAS COMPUTED FROM DEEDS/PLATS AND A SURVEY HAS )RMED AT THIS TIME. ''t �30 3f-MY 6 SYSTEM uU Wes Erman Loath Melba ElgiflaR ,aml lemalthen Linal168 1 60 SCH 401/2 7.11 90.00 150 0.60 2 60 SCH 401/2 7.11 90.00 150 0.60 3 60 4CH4012 711 9000 110 0,00 4 60 SCH 40 1/2 7.11 90.00 150 0.60 total feat - 200 Othh* - 26.44 Das.Flow 360 Pump Ruw 12A6 soli LTAR 0.3 (EZLAY 11arOM) 0.311 LTAR.r .1110lpVf_•4'Xe 0A LIAR wilt■ NOV. 0,42 37.3C.`f 20 CALCULATIONS Location Project Number Lot No: No.of Sedraosas 3 Design Flow 360°11Idy LTAR 0.3 91/ft dty EZ-Lay?(YES OR NO) YES Supply Line Length 110 ft. Supply Line Volume 19.14 gal. FRICTION FACTOR INTERPOLATER Re: sse4 Feet of Lino 200- ft. 2"SCH 40-PVC Amount of Line from Layout 200 ft. GPM f - 20 a 4 Gallons per Minute 28.44 g./mn plus 2 -0.88 25 1.27 Required Septic Tank Capacity 1000 oat. -1.28 , Minimum Standard Tank Size 1000 30 1.78 419 Lateral Line Volume 130.6 gal. 35 2.37 -2.25 Dosing Volume 166.00 gal. 46 panels©3.6 40 3.03 Note: Dosing volume based an 70% 43.07 3.48 { of the lateral line volume. 45 3.77 I 48.14 4.28 50 4.58 I57.11 5.89 60. 8.42 Tank Draw Down 7.9 Generic Draw Down of 21 gat per in. Pump Run Time 5.84 minutes Elevation Head 21 ft. Pressure Head 2 ft. Friction Factor 1.78 ft./100 ft. (From the interpolater.) Friction Head 1.96 ft. Total Dynamic Head(+15%) 28.70 ft.