HomeMy WebLinkAboutAUTH-3-11-16004.TIF gA • CATAWBA COUNTY Case # AUTH -3 -11 -16004
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Public
Environmental Health Depart Health me Di
ision
'� Subdivision CRESTVIEW DEV
d PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Lot # 34 -37
/8 2 sM PIN# 365914341125
Applicant/Owner HAL HOLDEN
Site Address: 2401 HILLSIDE DR, Newton, NC
Property Size: SF 0.419 ACRES
Directions: HWY 16 S RIGHT ON CRESTVIEW DR, LEFT ON HILLSIDE DR, 5TH HOUSE ON RIGHT, YELLOW WITH GREEN
METAL ROOF
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 360 g.p.d
Type: IIIG - OTHER NON -CONV TRENCH SYSTEMS
Soil LTAR: 0.325 g,p,d.lft2
Permit Category: Repairs
Type of Facility: Primary Residence # bedroom House
Basement? Yes Basement Plumbing? No Bedrooms: 3
Wastewater System Requirements
Tank Size: Existing Tank Unknown Size Pump Tank gal Grease Trap gal
Dosing Volume gal Pump Specs: GPM @ TDH
Pressure Head ft Draw Down in
Drainfield: Total Area: sq ft Total Length: 276 ft Maximum Trench Depth 36 in
Aggregate Depth in Trench Width 3.0 ft
Minimum Soil Cover 12.0 in Minimum Trench Separation 5.0 ft on center
Number of Drain Lines 4
Distribution: Serial
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: 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 Rules 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 period of time.
Robbie Phelps 03/14/2011
AUTHORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: 03/12/2016
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
03/14/11 12:03
$A • CATAWBA COUNTY Permit # Auth -3 -11 -16004
Name Hal Holden
`f " Public Health Department Address 2401 Hillside Dr
0 ® ,-2.4 Public
Health Division
CV PO Box 389, 100A Southwest Blvd, Newton NC 28658 PIN#
1$ Z sn+ (828) 465 -8270 Fax (828) 465 -8276 TDD (828) 465 -8200
SITE PLAN
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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: 9696
Owner: Hal Holden Applicant:
Address: 2401 Hillside Dr Date Evaluated:
Proposed Facility: Design Flow (.1949) 360 Property Size:
Location of Site: Property Recorded:
Water Supply: [ ] Public [x ] Individual [ x ] Well [ ] Spring [ ] Other
Evaluation Method: [ x] Auger Boring [ ] Pit [ ] Cut
Type of Wastewater: [ ] Sewage [ ] Industrial Process [ ] Mixed
P
R
o SOIL MO b
F , :. . -- X1`9,41 PROF,I;LE FACTORS
1940 1'942
,L Landscape Hgr¢on r 1941 , ` •,1941 Soil .1943 .1956 :1944 Profile
E Position/ '-Depth : °Structure/ Consistence Wetness / Soil Sapro Restr Class
# Slope% • ?('IN) Texture Mineralogy Color Depth (IN.) Class Horiz & LTAR
1 0 -30 cl,sbk fr,ss,sp
30-48 scl, sbk fr,ss,sp 48 0.325
Description Initial System Repair System Other Factors (.1946):
Available Space (.1945) s Soil Evaluation By: Robbie Phelps
System Type(s) 25% Others Present: Jason Boyd
Site LTAR 0.325 Site Classification (.1948): PS
Site Evaluation By:
Others Present:
Sheet:
COMMENTS: FILE #:
Landscape Position Group Texture .1955 LTAR Structure
R -Ridge 1 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 11 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
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