The URL can be used to link to this page

Home My WebLink AboutAUTH-07-2016-074720.TIF ,;‘848 , CATAWBA COUNTY Case# AUTH-07-2016-074720 ,T y Public Health Department Subdivision MRS JUNIUS HUFFMAN P 4 ;; {, Environmental Health Division PIN# 372307686905 n Amb-' PO Box 389. 100-A Southwest Blvd,Newton.NC 28658 LOT# 15-17 1g.2 s. NAME ON PERMIT: MARIA LEMUS, 2540 33RD ST PL NE, HICKORY NC 28601 Site Address: 2540 33RD ST PL NE, HICKORY NC 28601 Property Size: Square Feet: 15,681.60 Acres:0.36 Directions: Springs Road, Section House Road, 1st Street on Right 33rd St PI NE, Second house on the left. Owner/Authorized Representative Acknowledgement of Permit Receipt I 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 permit(s) as requested in the application for service EHPR-12-2015-22930 by the following method(s): Received in Person Facsimile Transmittal (Return form with signature required) Electronic Image Transmittal/ E-mail (Return receipt required) As the property 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 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: 07/19/2016 Owner/Authorized Representative Signature Date 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 We want to hear from you. Please take a few moments to complete our customer service survey at: http://www.surveymonkey.com/s/EFICustomerService chpenuit 07/20/2016 10:08 A6CATAWBA COUNTY �e + . r'..g6 Case# AUTH-07-2016-074720 .�rr.9� Public Health Department ,r. ? Subdivision MRS JUNIUS HUFFMAN P si �) Environmental Health Division � r -• G i PIN# 372307686905 1 PO Box 389. 100-A Southwest Blvd,Newton.NC 28658 -,� , • LOT# 15-17 tg 2 s. k re• :_-• ❑1 tVic f+ort .o NAME ON PERMIT: MARIA LEMUS, 2540 33RD ST PL NE, HICKORY NC 28601 Site Address: 2540 33RD ST PL NE, HICKORY NC 28601 Property Size: Square Feet: 15,681.60 Acres:0,36 Directions: Springs Road, Section House Road, 1st Street on Right 33rd St PI NE, Second house on the left. Authorization to Construct Permit Authorization to Construct Wastewater System (Required for Building Permit) * See site plan and number of additional attachments( ). Proposed Wastewater System: 50% REDUCTION Wastewater Flow 360 g.p.d Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP Soil LTAR: 0.3 g.p.d./ft2 Permit Category: Repairs Type of Facility: Primary Residence - Basement? No Basement Plumbing? Bedrooms: 3 Wastewater System Requirements Tank Size: Existing Tank 1,000 gal Pump Tank 1,000 gal Grease Trap gal Dosing Volume 168 gal Pump Specs: 32.88 GPM @ 16.44 TDH Pressure Head 2 ft Draw Down 8 in • Drainfield: Total Area: 630 sq ft Total Length: 210 ft Maximum Trench Depth 36 in Aggregate Depth in Trench Width 2 ft Minimum Soil Cover 6 in Minimum Trench Separation 8 ft on center Number of Drain Lines 6 Distribution: Pressure Manifold Pre Treatment: NONE PUMP REQUIRED Additional Specifications: *The existing septic tank can be used as long as it is structurally sound. A new septic tank will be required if the existing tank is not in good condition. *Install the supply line 30 inches deep under the drive way. *Install the supply line 5 feet from any building and 5 feet from any property line. *The section of supply line that is inside the 50 feet well radius must be sleeved in ductile iron pipe. *The section of supply line that is sleeved in ductile iron must be at least 25 feet from the well. *Install 48 T&J panel blocks total. 8 blocks in each line. *Use 6 schedule 80 1/2 inch taps in the manifold- pump run time is 5.11 minutes. *Rake and lime the trench side walls *Seal both the outer and inner compartments of the T&J panel with foam. The outer seal is a complete seal and the inner seal is only up to the top of the connecting pipe. *Backfill sand must be of ASTM C-33 specification elipennit 07/20/2016 10:08 03A CATAWBA COUNTY Case# AUTH-07-2016-074720 _eIf I j Public Health Department Subdivision MRS JUNIUS HUFFMAN P C ; ��i „tit, Environmental Health Division PIN# 372307686905 ^'db PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 LOTH 15-17 H.2 s. NAME ON PERMIT: MARIA LEMUS, 2540 33RD ST PL NE, HICKORY NC 28601 Site Address: 2540 33RD ST PL NE, HICKORY NC 28601 Property Size: Square Feet: 15,681.60 Acres:0.36 Directions: Springs Road, Section House Road, 1st Street on Right 33rd St PI NE, Second house on the left. 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? System Class: Proposed System: Distribution Type:: Soil LTAR: g.p.d./ft2 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 Ru/es fin Sewage Treatment and Disposal Systems' (15A NCAC ISA.1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily for any given neriod of time Robbie Phelps 07/19/2016 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: 07/19/2021 No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. ehpeunit 07/20/2016 10:08 4A,- 7-zb(6 - o7v7za t: t 3oi. 1 t} - (?;:,..-1U, // /./ 1 H i1 Slaiss- ma 201 " or;P- of . tan Lu cl. '°- � P'^ -1 0,7 Ice re DIS 0- t, \\_-1,..la 44 . 1/1 re/ So' 3C 3s- ___ /11 206" 0. I i I 1i i Parcel: 372307686905, 2540 33RD ST PL NE 1in=40ft HICKORY, 28601 This map/report product was prepared from the Catawba County,NC Geospatial 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 shall 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 2014 Catawba County NC 07/20/2016 Department of Environment, Health,and Natural Resources Sheet: Division of Environmental Health Property ID: On-site Wastewater Section Lot#: SOIL/SITE EVALUATION File#: for ON-SITE WASTEWATER SYSTEM AppID: 22930 Owner: Maria Lemus Applicant: Address: 2540 33rd St PI NE Date Evaluated: Proposed Facility: 3br Design Flow(.1949) 360 Property Size: Location of Site: Property Recorded: Water Supply: [ ]Public [ ] Individual [x]Well [ ]Spring [ ]Other Evaluation Method: [x]Auger Boring [ ]Pit [ ]Cut Type of Wastewater: [x ]Sewage [ ]Industrial Process [ ]Mixed ,Pyr.'9tl;�n "in I'"1,1,iw ung lv •(Jl ) ' -lcgip 1�n=111{I'J114i'. N`%.411 ll{�41164-. �,iii��r 1'1,11(1 1111 1i I ,u "KO 1 {fJt.'it 1', li Ilil .{J I(u i^IJ I{wat {1i 1A E]J!,I' 1, iii . /ru 1'r ; 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 II 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 V (15 t J P S DSS