HomeMy WebLinkAboutAUTH-01-2023-188031.TIF fig: di, CATAWBA cot NTl case# AU l 11-01-2023-188031
.1.IL ,p Public Health Department Subdivision SPRING ECHO
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� Environmental Health Division PIN# 363909050021
PO Boz 389,2i Government Drive.Newton.NC 28658 LOl'# 40 49
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Site Address: 2051 ECHO DR, NEWTON NC 28658
Name on Permit: *PRESTIGE CUSTOM HOMES, LLC
Property Size: Acres 1.07
Directions: Left off W NC 10 Hwy onto Sigmon Dairy Rd. Right onto Shady Ln, right onto Echo Dr. Lot on left.
Authorization to Construct Permit
Permit Category: New Septic Wastewater Flow: 360 g.p.d.
Type of Facility: Primary Residence- New House
Basement? No Basement Plumbing? No Bedrooms: 3
Water Supply: Public Water Maximum Occupants: 6
Soil LTAR: 0.275 g.p.d./ft2
WASTEWATER SYSTEM REOUIREMENTS
Proposed Wastewater System: 50%REDUCTION VERTICAL
System Classification: IIIB-SYSTEM W/SINGLE EFFLUENT PUMP
Septic Tank: New Tank: 1.000 gal
Pump Tank 1.000 gal Grease Trap_gal
Dosing Volume 180 gal Pump Specs: 32.3 GPM @ 22.41 TDH
Pressure Head 2 ft Draw Down 8.6 in
Drainfield: Total Area: 654 sq ft Total Trench Length: 218 ft
Aggregate Depth: in Maximum Trench Depth on Downhill Sidewall: 30 in
Minimum Soil Cover: 6 in Minimum Trench Separation: 8 ft on center
Number of Drain Lines: 4 Trench Width: 2 ft
Distribution: Pressure Manifold
Pre Treatment: NONE
Pump Required
Additional Specifications:
*Do not drive, grade, cut or fill over any part of the initial or repair septic areas.
*All septic areas(including repair) MUST remain 10 feet from property lines, 50 feet from existing creek, and 15
feet from building structure.
*Each 70 foot line will contain 16 panels,the 40 foot line and 38 foot line will each contain 9 panels each.
*The repair system will require additional fill brought in for cover.
*Pressure manifold sheet attached, and will use three SCH 80 3/4 inch taps.
See also attached site plan.
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 Soil LTAR: 0.25 g.p.d./ft2
Proposed System: 50%REDUCTION HORIZONTAL
System Classification: IVA-ANY SYSTEM WITH LPP DISTRIBUTION
Pump Required ***** Operator Required
. 02 10 2023 16 03
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SYSTEM
Line# Length Hole Size Flow/Tap gpA Trench Area Cony LTAR 25%LTAR 50%LIAR
1 (40+38) 78 SCIi 80 3/4 10.1 59.99 234 0.26 0.19 0.13
2 70 SCH 80 3/4 10.1 59.99 210 0.29 0.21 0.14
3 70 SCH 80 3/4 10.1 59.99 210 0.29 0.21 0.14
total feet = 218 gal/min= 30.3 179.98 654.00 0.28 0.21 0.14
Des.Flow 218
Pump Run= 5.94
soil LIAR 0.275