HomeMy WebLinkAboutAUTH-04-2016-071065.TIF rgA CATAAVBA COUNTY QxAll' �p 1 - Case# AUTI-I-04-30 1 6-07 1 065
r- nG Public Health Department � :r`1 - Subdivision
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1.0®,, ) PO Box 389. 100-A Southwest Blvd,Newton.NC 28658 G G A LOT#
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NAME ON PERMIT: DARRELL FOSTER, 5173 BETHEL CHURCH RD, HICKORY NC 28602
. Site Address: 5173 BETHEL CHURCH RD, HICKORY NC 28602
Property Size: Square Feet:285,318.00 Acres:6.55
Directions: From Hwy 127 S/left on Zion Church Rd/right on Wallace Dairy Rd/to end/go straight across Bethel Church Rd
Authorization to Construct Permit
Authorization to Construct Wastewater System (Required for Building Permit)
* See site plan and number of additional attachments ( ).
Proposed Wastewater System: 25% REDUCTION Wastewater Flow 480 g.p.d
Type: II IG -OTHER NON-CONY TRENCH SYSTEMS
Soil LTAR: 0.25 g.p.d./ft2
Permit Category: Expansion
Type of Facility: Primary Residence -
Basement? No Basement Plumbing?No Bedrooms: 4
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: 1,440 sq ft Total Length: 480 ft Maximum Trench Depth 30 in
Aggregate Depth in Trench Width 3 ft
Minimum Soil Cover 12 in Minimum Trench Separation g ft on center
Number of Drain Lines 5
Distribution: Serial
Pre Treatment: NONE
Additional Specifications:
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
System Class: IIIB Proposed System: 25% REDUCTION Distribution Type:: Pressure Manifold
Soil LIAR: 0.25 g.p.d./ft2
PUMP REQUIRED
aperinit 04/12/2016 14:17 Page 1 of4
,giA CATAWBA COUNTY Case# AUTH-04-20 1 6-07 1 065
r- Public Health Department Subdivision
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4 ^ Environmental Health Division PIN 279008894515
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PO Box 389. 100-A Southwest Bh�d,Newton.NC 28658 LOT#
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NAME ON PERMIT: DARRELL FOSTER, 5173 BETHEL CHURCH RD, HICKORY NC 28602
Site Address: 5173 BETHEL CHURCH RD, HICKORY NC 28602
Property Size: Square Feet:285,318.00 Acres:6.56
Directions: From Hwy 127 S/left on Zion Church Rd/right on Wallace Dairy Rd/to end/go straight across Bethel Church Rd
The issuance of this permit by the Health Department does not guarantee the issuance or 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 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 neriod of time.
Steven Price 04/12/2016
AUTHORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: 04/12/2021
No grading or construction activity is allowed in areas designated for systenv and repair without approval of the Health Department.
ehpermit 04/12/2016 14:17 Page 2 of 4
RBPR 03-2016-23330
5173 Bethel Church Rd, Hickory
• Do not cut, drive, fill, or grade over septic or repair areas.
• Septic system must be 10 ft from property lines; 50 ft from wells and streams; 5 ft from
building foundations and appurtenances; 10 ft from water lines; and out of right-of-ways
and easements.
• Install a 1,000 gallon septic tank and 480 linear feet of 25% reduction system; (5) 96 ft
lines on contour.
• Final grade of septic area must shed surface water off and away from system.
• This is an expansion from 3 BR to 4 BR but will utilize a new septic system since the
new addition is over the existing septic system.
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