HomeMy WebLinkAboutAUTH-2-11-15634.TIF tr im. CATAWBA COUNTY Case # AUTH -2 -1 I -15634
Public Health Department
. G � Environmental Health Division Subdivision
d 71'7r "'/ PO Box 389, 100 -A Southwest Blvd, Newton, NC 28658 Lot #
\s42 /SM PIN# 362716846135
Applicant/Owner JOSEPH DARNELL
Site Address: 6224 STARTOWN RD, Maiden, NC
Property Size: SF 0.479 ACRES
Directions: STARTOWN RD, 2ND HOUSE ON LEFT PAST PL PROPST RD, ABOUT 3/4 MILE PAST HWY 321 INTERSECTION
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.
Proposed Repair
System Class: IIIG Proposed System: 25% REDUCTION Distribution Type:: Serial
Soil LTAR: .3 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.
Jason Boyd 02/28/2011
AUTHORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: 02/27/2016
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
02/28/11 08:33
$A Ce CATAWBA COUNTY Permit # EHPR -2 11 9483
Name h Darnell
d Min 2, Public Health Department p
,o,, " H Environmental Health Division Address Jose 6224 Startown RD Maiden NC
v '�� PO Box 389, 100A Southwest Blvd, Newton NC 28658 PIN# 362716846135
\8 Z sM (828) 465 -8270 Fax (828) 465 -8276 TDD (828) 465 -8200
Site Plan Authorization to Construct
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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: EHPR 2 -11 9483
Owner: Joseph Darnell Applicant:
Address: 6224 Startown Rd Maiden NC Date Evaluated: 2/23/2011
Proposed Facility: 2 BR Home Design Flow (.1949) 240 Property Size: .479 acres
Location of Site: Property Recorded:
Water Supply: X Private Well [ ] Spring [ ] Other
Evaluation Method: Auger Boring Pit [ ] Cut
Type of Wastewater: Sewage [ ] Industrial Process [ ] Mixed
P
R
o SOIL MORPHOLOGY b
F .1941 PROFILE FACTORS
1 .1940 .1942
L Landscape Horizon .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 LL 0-48 SC SS,SP,SEXP, FR 48" .3 PS
2
3
Description Initial System Repair System Other Factors (.1946):
Available Space (.1945) ps Soil Evaluation By: Jason Boyd
System Type(s) IIIG Others Present:
Site LTAR .3 Site Classification (.1948): PS
Site Evaluation By: Jason Boyd
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 II 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
ketch of Soil Evaluation Locations
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