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Home My WebLink AboutAUTH-3-10-5396.TIF CATAWBA COUNTY Case # AUTH-3-10-5396 " Public Health Department Subdivision Environmental Health Division THE PONDEROSA PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Lot # 20 tM PIN# 370008893235 1-J-ID-3~7r ApplicantlOwner TIMOTHY JORDAN Site Address: 1605 CORRAL DR, Hickory, NC Property Size: SF 0.379 ACRES Directions: HWY 321 S TO MTN VIEW/ LT RIVER RD/ LT CORRAL DR./ 3RD HOUSE ON LEFT (GREEN W/RED SHUTTERS) Authorization to Construct Permit Authorization to Construct Wastewater System (Required for Building Permit) PcS * See site plan and number of additional attachments Proposed Wastewater System: 50% REDUCTION PPBPS Wastewater Flow g.p.d Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP Soil LTAR: 0.3 g.p.d.M2 Permit Category: Expansion Type of Facility: House Basement? No Basement Plumbing? No Wastewater System Requirements Tank Size: New Tank 1,200 gal Pump Tank 1,200 gal Grease Trap gal Dosing Volume gal Pump Specs: GPM @ TDH Pressure Head ft Draw Down in Drainfield: Total Area: 405 sq ft Total Length: 135 ft Maximum Trench Depth 42 in Aggregate Depth in Trench Width 2 ft Minimum Soil Cover 6 in Minimum Trench Seperation 8 ft on center Number of Drain Lines 3 Distribution: Distribution Box Additional Specifications: Must use a large distribution box/washer box to distribute flow. See drawing for other conditions. Preinstallation meeting required to determine pump size. 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. Susan Bumgarner 03/12/2010 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: 03/12/2015 No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. 03/12/10 12:11 ~~~~-3-~p*53~~v O LA.l bLti 1~4iA ~la~ Iv=~~~e 5cv~d~~, c hen sex 's Ne) N lf7 Ol ~cu,}' S U ~ ILL ~ uc v- in V V i W S"AST~IV~ CA Lr oV r~ 1 p ~o U or c~f act e. u~~ sb- 03/18/2010 12:57 8283225814 CATAWBA CO PAGE 03/03 AUTH-3-10-5396 G, The Ponderosa Lot 20 'C Tiinotlly Jordan 1 2 sM 1605 Corral Dr, Hickory Owner/Authorized Representative Acknowledgement of Permit Receipt _7-7I ccrn.ify that 1 am the owner or authorized agent (owner's authorization required) representing the owner of the propcrty described above. ~ As the property owner or authorized representative, I have received the above referenced permit(s) as requested in the application for service .i✓HPR-2-10-3574 , by the following mrtlhod(s); +'~'_Reccivcd in Person _ Facsimile Transmittal (Return form with signature required) Electrotuc Image Transmittal/ E-mail (Return receipt required) _ As the property owner or authorized representative f 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 18A .1,900), 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 Received Date _ M Catawba County Public Health f nvirom nt Health Section Owner/Authbriz d Representative Signature Datc ----------1-----------------------------------------------------------------------------------------_-------- Documentation of Permit(s) Transmittal (permit transmitted by electronic or other means) Permit transmitted by (name ofperson sending permit) Signature Date/Time Method: Fax Email US Mail Other Owner's request to send by the above indicated method of transmittal in lieu of signature acknowledges the conditions and statements above. Department of Environment, Health, and Natural Resources Sheet: Aa*-3-t0-53 Division of Environmental Health Property ID: On-site Wastewater Section Lot SOIL/SITE EVALUATION File for ON-SITE WASTEWATER SYSTEM AppID: Owner: Applicant: T-t 1, Address: Date Evaluated: C) Proposed Facility: Design Flow (.1949) A40 Property Size: Location of Site: Property Recorded: Water Supply: [4ublic [ ] Individual [ ] Well [ ] Spring [ ] Other Evaluation Method: [v] Auger Boring [ ] Pit [ ] Cut Type of Wastewater: Sewage [ ] Industrial Process [ ] Mixed P R O SOIL MORPHOLOGY b F .1941 PROFILE FACTORS 1 .1940 .1942 L Landscape Horizon .1941 .1941 Soil .1943 .1956 .1944 Profile E Position/ Depth Structure/ Consistence Wetness/ Soil Sapro Restr Class # Slope% (IN.) Texture Mineralogy Color Depth (IN.) Class Horiz & LTAR I,S 0_( u C.I. I SL 5ria or `F 0c, Sbk 5~ . ~ R S i3 Description Initial System Repair System Other Factors (.1946): ~S Available Space (.1945) PS S Soil Evaluation By: Snr~ ~iAlv►CAtirncr System Type(s) 5o°lu (-LA Others Present: (11 tv-, ~llL n t Site LTAR 3 Site Classification (.1948): P S Site Evaluation By: SLr~ ~Lt_1~t6~il rr~r Others Present: `,1J~cC r~(J,t3 n C~'C. Sheet: COMMENTS: FILE Landscape Position Group Texture .1955 LTAR Structure R-Ridge I S-Sand 1.2-0.8 SG-Single Grain SS-Shoulder Slope LS-Loamy Sand M-Massive LS-Linear Slope CR-Crumb FS-Foot Slope 11 SL-Sandy Loam 0.8-0.6 GR-Granular NS-Nose Slope L-Loam SBK-Subangular Blocky HS-Head Slope ABK-Angular Blocky CC-Concave Slope III SI-Silt 0.6-0.3 PL-Platy CV-Convex Slope SICL-Silty Clay PR-Prismatic T-Terrace Loam FP-Flood Plain CL-Clay Loam SCL-Sandy Clay Loam IV SC-Sandy Clay 0.4-0.1 SIC-Silty Clay C-Clay Consistence Consistence Mineralogy Moist Wet SEXP-Slightly Expansive VFR-Very Friable NS-Non-Sticky EXP-Expansive FR-Friable SS-Slightly Sticky FI-Firm S-Sticky VFI-Very Firm VS-Very Sticky EFI-Extremely Firm NP-Non-Plastic SP-Slightly Plastic P-Plastic VP-Very Plastic Sketch of Soil Evaluation Locations r 2 v~ a ~ J CA r0,;tP