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Home My WebLink AboutAUTH-08-2016-076316.TIF ti• \ CATAWBA COUNTY Case# AUTH-08-2016-076316 ,¢' gr„'I •\)' Public Health Department Subdivision 4 "��, '1 Environmental Health Division PIN# 367803402451 '1be '.s PO Box 389. 100-A Southwest Blvd, Newton.NC 28658 LOT# • �F242 sm NAME CSN PERMIT: LAHRUE HOLLAND, 4421 S NC 16 HWY, MAIDEN NC 28650 Site Address: 4421 S NC 16 HWY, MAIDEN NC 28650 Property Size: Square Feet: 87,991.20 Acres:2.02 Directions: Hwy 16 S, on right past Cayton 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. \I As the property owner or authorized representative. I have received the above referenced pennit(s) as requested in the application for service EHPR-07-2016-24395 by the following method(s): Received in Person Facsimile Transmittal (Return form with signature required) Electronic Image Transmittal/ E-mail (Return receipt required) -7C 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: 08/31/2016 Owner/Authorized Representative Signature — ) Date Documentation of Permit(s) Transmittal (permit transmitted by electronic or other means) Permit transmited by Li V • rn Li _ (name of person sending permit) // ' 1 �, p � 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 W' ant to hear from you. Please take a few moments to comp to our customer service survey at: http://www.surveymonkey.com/s/EHCustomerService chisel mit 08/31/2016 10:02 oA CATAWBA COUNTY o i'f�e Cased AUTH-08-2016-076316 T i�G Public Health Department 7! I e Subdivision � • • •} PINK < .1140}K; Environmental Health Division '' r �r h 367803402451 � PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 •—� i LO'l Fi42 a a. 01 • '"I.,� ° NAME ON PERMIT: LAHRUE HOLLAND, 4421 S NC 16 HWY, MAIDEN NC 28650 Site Address: 4421 S NC 16 HWY, MAIDEN NC 28650 • Property Size: Square Feet: 87,991.20 Acres:2.02 Directions: Hwy 16 S, on right past Cayton Dr Authorization to Construct Permit Authorization to Construct Wastewater System (Required for Building Permitl * See site plan and number of additional attachments ( ). Proposed Wastewater System: 25% REDUCTION Wastewater Flow 360 g.p.d Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP Soil LIAR: .35 g.p.d./ft2 Permit Category: Repairs Type of Facility: Primary Residence - Basement? No Basement Plumbing?No Bedrooms: 3 Wastewater System Requirements Tank Size: Existing Tank 1,000 gal Pump Tank 1,000 gal Grease Trap gal Dosing Volume 127 gal Pump Specs: 28.44 GPM @ 16.38 TDH Pressure Head 2 ft Draw Down in Drainfield: Total Area: 780 sq ft Total Length: 260 ft Maximum Trench Depth 20 in Aggregate Depth in Trench Width 3 ft Minimum Soil Cover 6 in Minimum Trench Separation 9 ft on center Number of Drain Lines 4 Distribution: Pressure Manifold Pre Treatment: NONE PUMP REQUIRED Additional Specifications: Permit issued to allow for relocation of septic system due to Hwy 16 widening project. Proposal submitted by John Roberts LSS attached with plan case. Keep all parts of septic system minimum: 50' from any well, 10' from property lines including road right of way(marked in field at time of evaluation), 10' from home. Lines to be installed on contour. Do not grade drive or fill over system or repair area. If existing tank is compromised or damaged, install new 1000 gallon tank with filter and tee. Pump to schedule 80 pressure manifold with 4 1/2" schedule 40 taps. Install 4 65' trenches of 25% reduction. 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 System Class: 1118 Proposed System: 25% REDUCTION Distribution Type:: Pressure Manifold Soil LTAR: .35 g.p.d./ft2 ehpermlt 08/31/2016 10:02 r/:‘'Th CATAWBA COUNTY Case i1 AUTH-08-2016-076316 ,T t, 1 Public Health Department Subdivision C s K Environmental Health Division PIN 367803402451 t� PO Box 389; 100-A Southwest Blvd,Newton,NC 28658 LO"lyt /8 2 a NAME ON PERMIT: LAHRUE HOLLAND, 4421 S NC 16 HWY, MAIDEN NC 28650 Site Address: 4421 S NC 16 HWY, MAIDEN NC 28650 ' Property Size: Square Feet: 87,991.20 Acres:2.02 Directions: Hwy 16 S, on right past Cayton Dr PUMP 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 I3uilding 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 for 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 often noriod of time Jason Boyd 08/31/2016 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: 08/31/2021 No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. ehpennit 08/31/2016 10:02 2U J - c •. 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Y Repa /I '65 (795 H WtW -„ '65 6 W irvNa: II 65 v iryWI )l. 65 • 6 e 4Wia 70 65 9 W Not U ra Y( S S. 1 I SOIL EVALUATION & SYSTEM LAYOUT j TIP R-3100 A Parcel 090 PIN: 367803402451 4421 S NC Hwy 16 Maiden, NC 28650 Three Oaks Job#7618 AR Prepared For: David Angel NCDOT Right of Way 840 Wallace Grove Drive Shelby, NC 28510 Prepared By: �`�tyC\N�ERGyO'' ez Mil - Fri *4330)) 1000 Corporate Drive, Suite 101 Hillsborough, NC 27278 Tel (919) 732-1300 July 28, 2016 / jG �� Re* t i / a 5• ryY � ii / / - :g gailg::-,/t. ' John C. Roberts 1292 INTRODUCTION Three Oaks Engineering (Three Oaks) was retained to locate any existing septic system components and evaluate areas potentially suitable for a repair septic system, when appropriate, in regards to the widening of NC Hwy 16 (R-3100). The purpose of this evaluation was to determine if the parcel can support a new initial system and repair area for an existing three-bedroom single family residence. The property was evaluated in accordance with North Carolina statutes for waste disposal ("Laws and Rules for Sewage Treatment and Disposal Systems", amended October 2011). STUDY AREA DESCRIPTION & INVESTIGATION METHODOLOGY The subject parcel consists of maintained lawn and an existing three-bedroom home (360 GPD) serviced by a private water supply. A pool is located behind the home. A portion of the existing initial septic system is located within proposed improvements for NC Hwy 16. Soil borings were advanced with a hand-auger and soil color was determined with a Munsell Soil Color Chart. Observations of the landscape(slope, drainage patterns, etc.) as well as soil properties (depth, texture, structure, soil wetness, restrictive horizons, etc.) were recorded. Push probes were used to search for buried septic system components. FINDINGS The field survey was conducted on July 26, 2016, by John C. Roberts, LSS and Evan Morgan, LSS- IT. Four(4) soil borings were advanced within the proposed septic system and their locations shown on the attached figure. All soil borings were rated as Provisionally Suitable for Conventional Systems. Surface soil horizons typically exhibited friable, sandy clay loam textured surfaces with weak, medium, subangular blocky structure. Subsurface horizons exhibited a friable or firm, clay loam texture with moderate, medium, subangular blocky structure to greater than 48 inches. A long- term acceptance rate (LTAR) of 0.35 gal/day/sqft is recommended for these soils. Detailed soil boring descriptions are attached. PROPOSED SEPTIC SYSTEM A portion of the existing system will be impacted by the proposed improvements for Hwy 16, as shown on the attached site plan. As such, a septic system layout was completed. The septic system has been demonstrated with various colored pin flags delineating proposed septic drainlines. System locations and proposed Hwy 16 improvements are shown on the attached figure. Power and TV utility lines are located in the proposed septic system area. These utilities will need to be relocated outside of the proposed septic system area. A pump tank will need to be installed to properly distribute wastewater to the septic drainfield. The septic system layout information is attached. Initial System The initial system can utilize 258-ft of Accepted System drainline (L5-L8), or equivalent, with wastewater distributed via a pump. Drainlines are proposed to be installed on contour with a trench bottom depth of 18 to 20 inches below the existing surface. I � R-3100A Parcel 90-System Layout I July 28, 2016 Three Oaks Job#7618 Repair System The repair system can utilize 258-ft of Accepted System drainline (Ll-L4), or equivalent, with wastewater distributed via a pump. Drainlines are proposed to be installed on contour with a trench bottom depth of 18 to 20 inches below the existing surface. CONCLUSIONS The findings presented herein represent Three Oaks' professional opinion based on our knowledge of the current laws and rules governing on-site wastewater systems in North Carolina. A Soil Evaluation & System Layout was completed within the subject parcel. Based upon the information obtained from the Soil Evaluation & System Layout, an adequate area of soil rated as Provisionally Suitable for Conventional Systems exists to support relocation of the initial system and provide 100% repair area for the existing three-bedroom home (360 GPD). Soils naturally change across a landscape and contain many inclusions. As such, attempts to quantify them are not always precise and exact. Due to this inherent variability of soils and the subjectivity when determining limiting factors, there is no guarantee that a regulating authority will agree with the findings of this report. R-3100A Parcel 90-System Layout 2 July 28, 2016 Three Oaks Job #7618 Soil Evaluation Form Three Oaks Engineering Sheet J of i 1000 Corporate Drive, Suite 101 Job: 7(../ G , a/ 5'o Hillsborough,NC 27278 County: 919.732.1300 Date: f 2 Soil.Bode 3 v Landscape Position — _ — Slope(%) CZ < Z :< Z < Horizon 1'Depth . /d o _ Z Z y Texture SCS icrc SCC SGL Consistence FR Fd. FR FR Structure s S 6k ;C iC SCsk Clay Mineralogy SE Horizon 2_Depth CIO" 984 - ti rt Texture CL CL CL C L Consistence F t c(r, FR , E I Structure �DIC C &L S(Sk 6k Clay,Mineralogy e Se ‘.76 r Horizon+3 Depth Texture Consistence Structure ClayMineralogy Horizon,4 Depth Texture Consistence Structure Clay Mineralogy Heaton 5 Depth Texture Consistence Structure Clay`Mineralogy Soil Wetness Restrictive Horizon Saprolite Other CLASSIFICATION ... PS P sY LTAR(gpd/ftp) 0.3 C 0 36 . 66.3S. 0 35 Comments: Evaluated by: D—C-