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Home My WebLink AboutAUTH-07-2016-075128.TIF anA . CATAWBA COUNTY Case# AUTH-07-2016-075128 .Q'/at; Public Health Department Subdivision MAPLE GLEN 4 -- H Environmental Health Division l '1. PPIM470003039875 ^e `d- . PO Box 389, 100-A Southwest Blvd.Newton.NC 28658 LOT# 5 /842 s.. NAME ON PERMIT: BRANDON EDMONDSON Site Address: 1019 HEATHER GLEN DR, CATAWBA NC 28609 Property Size: Square Feet:40,075.20 Acres:0.92 Directions: Hwy 10 E, right on Murray's Mill Rd, left on Sherrills Ford Rd, Left on Long Island Rd, right on Maple Glen, right on Heather Glen, property in cul-de-sac on right Owner/Authorized Representative Acknowledgement of Permit Receipt soft certify that I am the owner or authorized agent(owner's authorization required) representing the owner of the property described above. XAs the property owner or authorized representative, I have received the above referenced permit(s) as requested in the application for service RBPR-07-2016-2x272 by the following method(s): Received in Person Facsimile Transmittal (Return form with signature required) jElectronic 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: 07/29/2016 re Owner/Authorized Representative Signat.— / , Date 1- 24- /c 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/EHCustomerService chperniit 07/29/2016 11:54 ..ryA CATAWBA COUNTY �e o g'f El Case# AUTH-07-2016-075128 :vita Public Health Deet vtment � �'- Subdivision MAPLE GLEN n s,, Environmental Health Division � •: • =. • r; PIM/ 470003039875 >aI, PO Box 389, 100-A Southwest Blvd. Newton.NC 28658 FG LOT# 5 J842 w - . _ }� 4 NAME ON PERMIT: BRANDON EDMONDSON Site Address: 1019 HEATHER GLEN DR, CATAWBA NC 28609 Property Size: Square Feet:40,075.20 Acres:0.92 Directions: Hwy 10 E, right on Murray's Mill Rd, left on Sherrills Ford Rd, Left on Long Island Rd, right on Maple Glen, right on Heather Glen, property in cul-de-sac on right Authorization to Construct Permit Authorization to Construct Wastewater System (Required for Building Permits * See site plan and number of additional attachments ( ). Proposed Wastewater System: 25% REDUCTION Wastewater Flow 360 g.p.d Type: IIIG -OTHER NON-CONN TRENCH SYSTEMS Soil LTAR: .3 g.p.d./ft2 Permit Category: New Septic Type of Facility: Primary Residence - Basement? No Basement Plumbing? No Bedrooms: 3 Wastewater System Requirements Tank Size: New Tank 1,000 gal Pump Tank gal Grease Trap gal Dosing Volume gal Pump Specs: GPM @ TDH Pressure Head ft Draw Down in Drainfield: Total Area: 900 sq ft Total Length: 300 ft Maximum Trench Depth 36 in Aggregate Depth in Trench Width 3 ft Minimum Soil Cover 12 in Minimum Trench Separation ft on center Number of Drain Lines 3 Distribution: Serial Pre Treatment: NONE Additional Specifications: Keep all parts of septic system and any future repair system minimum: 50' from any well, 10' from property lines, 5'from home including decks. Lines to be installed on contour. Do not grade drive or fill over system or repair area. See AC 17714 for original soil evaluation. 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: IVA Proposed System: 50% REDUCTION Distribution Type:: LPP Soil LTAR: .3 g.p.d./ft2 PUMP REQUIRED ***** OPERATOR REQUIRED ehpemtil 07/292016 11.54 gA CATAWBA COUNTY Case# AUTH-07-2016-075128 fLii -L Public Health Department Subdivision MAPLE GLEN < H Environmental Health Division PIN# 470003039875 leIJ PO Box 389. 100-A Southwest Blvd,Newton.NC 28658 LOT# 5 /841,,,,, NAME ON PERMIT: BRANDON EDMONDSON Site Address: 1019 HEATHER GLEN DR, CATAWBA NC 28609 Property Size: Square Feet:40,075.20 Acres:0.92 Directions: Hwy 10 E, right on Murray's Mill Rd, left on Sherrills Ford Rd, Left on Long Island Rd, right on Maple Glen, right on Heather Glen, property in cul-de-sac on right 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' (ISA 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 period of time. Jason Boyd 07/29/2016 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: 07/29/2021 No grading or construction activity is al/owed in areas designated for system and repair without approval of the Health Department. ehpemut 07/29/2016 11:54 Y�13A ,\ CATAWBA COUNTY Permit # RBPR 7-16-25272 Name Brandon Edmondson ti y7 G G1 Public Health Department Address 1019 Heather Glenn Catawba NC J tib c Environmentalx389, Health Division PIN# 470003039875 Ali— PO Box 389, 100A Southwest Blvd, Newton NC 28658 /842 1M (828)465-8270 Fax (S28)465-5276 TDD(828)465-8200 Site Plan Authorization to Construct ® I IV'C' 1 l(� Lie- 1\ /22, . 0G , it 23"-/ N 5 6 r C„ 507, /i . `c /0' / 1y 0 / , • _`_`` J I l 10 � It�� N - W 3312 Zy‘ , IS Lb �4. o 3L k‘S . ‘A$' 39 ' k 4)0( LS' 1 C tn.,. fix, ) 1 A124lc, V) I S 57, 33 I ti Scale Cepa/in:ent of Environment,IHesItn,and Natural Resources Sheet: Division of Environmental Health Property ID: On-site'A'eslewater Section Lot#: SOIL/SITE EVALUATION File#: for ON-SITE WASTEWATER SYSTEM App1D: RBPR 7-13-17714 Owner: Michael Vaughn Applicant: Address: 1019 Heather Glenn Catawba NC Date Evaluates: 8/6/2013 Proposed Facility: 3 BR Horne Design Flow(.1949) 33500 Properly Size: Location of She: Property Recorded: Water Supply: pvt well [ I Spdng [ I Other Evaluation Method: pits by Sean Abee [ )Cut Type of Wastewa:er. X Sewage I I Industrial Process I I Mixed p . . • R o SOIL MORPHOLOGY b • F • .1941 • ' PROFILE FACTORS t .1940 .1942 - L Landscape Horizon . .1941 .1941 • - Soil .1943 . .1956 .1944 ' Prefile E Position! Depth Structure/ Consistence Wetness; Soil ' Sapro Restr Class A Slope% (IN.) Texture Mineralogy Color Depth(IN.) •Class Horiz B LTAR LL 3% 0-G' topsail 48" PS.7 6-48" SC SS,SP,SEXP,FR 2 sane as 1 3 same as 1 and 2 I- f Descdption ] Initial System Repel,System Other Factors(.1946}: Available Space(.1945) PS PS Soil Evaluation By: Jason Boyd System Type(s) IIIG IVA Others Present: Sire LTAR .3 2 Site Classification(.1948): PS Site Evaluation By: Others Present: Sheet COMMENTS: FILE#: Landscape Position Group Texture ,19551 LTAR Structure R-Ridge I S-Sand 1.2-0.8 SG-Single Grain 5S-Shoulder Slope LS-Loamy Sand M-Massivc LS-Linear Slope CR-Crumb FS-Fact Siope Il SL-Sandy Loam 0.8-0.6 GR-Granular NS-Nose Slope L-Loam Sari-Subangular Blocky :HS.Head Slope ABK-Angular Blocky CC-Concave Slope III SI-Sill 0.6-0.3 PL-Platy CV-Convex Slope SILL-Silty Clay PR-Prismatic T-Terrace Loam FP.Rood Plain CL-Clay Loam SCL-Sandy Clay Loam IV SC-Sandy Clay 0.4-0.1 SIC-Silty Clay C-Clay Consistence Consistence MMera logy Moist Wet SEXPSfghtly Expansive VFR-Very Friable NS-Non-Sticky EXP-Expansive FR-Friable SS-Sli;hlly Slicky FI-Firm S-Sticky VFI-Very Firm VS-Very Slicky EFI-Extremey Firm NP-Nun-Plastic SP-Slightly Plastic P-Plastic VP-Very Plastic Sketch of Soll Evaluation Locations f ' oa f ka ' n5 L o f 1