HomeMy WebLinkAboutIMPV-3-11-16419.TIF � BA CATAWBA COUNTY Permit # EHPR-3-11-9936
G Name Todd Po e
(.., ' 2. P u b l i c H e a l t h D e p a rt m e n t Address 1582 Balls Creek Road
C `'' Environmental Health Division
V '�� � PO Box 389, 100A Southwest Blvd, Newton NC 28658 Claremont NC
I842 Sh,
(828) 465-8270 Fax (828) 465-8276 TDD (828) 465-8200 P�# 3770032241 ] 6
Site Plan Improvement Permit
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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 3-11-9936
Owner: Todd Poqe Applicant:
Address: 1582 Balls Creek Rd Claremont NC Date Evaluated: 3/24/2011
Proposed Facility: 3 BR Home Design Flow (.1949) 360 Property Size: 2
Location of Site: Property Recorded:
Water Supply: Xpublic [] Individual Private Well [] Spring [] Other
Evaluation Method: Auger boring/post hole Pit [] Cut
Type of Wastewater: X Sewage [] Industrial Process [] Mixed
P
R
o S01L MORPHOLOGY b
F .1941 PROFILE FACTORS
1 .1940 .1942
L Landscape Horizon .1941 .1941 Soil .1943 .1956 .1944 Profiie
E Position/ Depth Structure/ Consistence Wetness/ Soil Sapro Restr Class
# Slope% (IN.) Texture Mineralogy Color Depth (IN.) Class Horiz & LTAR
1 LL 0-24" SC SS,SP,SEXP, FR 10YR/6 .2 PS
2 LL 0-24" SC SS,SP,SEXP, FR 10yr/7 .2 PS
Description Initial System Repair System Other Factors (.1946):
Available Space (.1945) ps Soil Evaluation By: Jason Bovd
System Type(s) IVA Others Present: Todd Pope
Site LTAR .2/.1 Site Classification (.1948): PS
Site Evaluation By: Jason Boyd
Others Present:
Sheet:
COMMENTS: Existing well on property must be abdandoned prior to installation of repair FILE #:
Landscaae Position GrOUp Texture .1955 LTAR Structure
R-Ridge I 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 ill 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
GClay
Consistence Consistence Mineraloqv
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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