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~^y;l AUTHORIZATION *CDP File Number 3 5 8. 4 5
! Catawba County Public Health Department County ID Number: EHPR-10-09-2234
Environmental Health Division Evaluated For: NE
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P.Q Box 389, 100-A Southwest Blvd
PERMIT VALID UNTIL:
1 Newton NC 28658 1 1/ 0 1/ a 0 1 4
Phone: (828)-465-8270 Fax: (828) 465-8276
Applicant: Carrol Russel Craig Property Owner: Carroll Russel Craig
Address: 1764 Spurgeon Rd Address: 1764 Spurgeon Rd
City: Hickory City: Hickory
StatelZip: NC 28602 State[Zip: NC 28602
Phone (828) 322-4212 Phone
Property Location & Site Information
Address/Road Subdivision: Phase: Lot:
7398 Greedy Hwy
Hickory NC 28602 Directions
Structure: SINGLE FAMILY
# of Bedrooms: 2
# of People: 2
*Water Supply: EXISTING WELL
System ecI Ica ions
Minimum Trench Depth:
Inches
*Site Classification: Ps Minimum Soil Cover:
Inches
Design Flow: a 4 0 Maximum Trench Depth: a 4
Inches
Soil Application Rate: 3 Maximum Soil Cover:
- Inches
*System Classification/Description: *Distribution Type: GRAVITY
TYPE III G. OTHER NON-CONV. TRENCH SYSTEMS
Septic Tank: 1 0 0 0 Gallons
*Proposed System: 25% REDUCTION 1-Piece: QYes QNo
Nitrification Field Pump Required: QYes 19 No Q May Be Required
6 0 0 . Sq. ft. Pump Tank: Gallons
No. Drain Lines 4
1-Piece: QYes QNo
Total Trench Length: a 0 0
GPM--vs-- ft. TDH
Trench Spacing: 9 1Inches O.C.
.4 Feet O.C. Dosing Volume: Gallons
Trench Width: Qlnches -
3 &Feet
Aggregate Depth: 1 a Grease Trap: Gallons
inches Pre-Treatment: O NSF OTS-1 OTS-11
Septic Tank Installer Grade Level Required: OI 011 0111 OIV
Page 1 of 3
CDP File Number .50040 County ID Number:
❑ Open Pump System Sheet
Repair System Required: Yes O No O No, but has Available Space
Repair System
nches O.C.
*SiteClassification: Ps Trench Spacing: - Q 0 lFeetO.C.
Trench Width: Q Inches
Design Flow: a 4 0 - Q Feet
Soil Application Rate: Aggregate Depth: 1 a inches
u Minimum Trench Depth:
*System Classification /Description: Inches
TYPE III G. OTHER NON-CONY. TRENCH SYSTEMS Minimum Soil Cover:
Inches
*Proposed System: 25°!° REDUCTION Maximum Trench Depth: a 4 Inches
Maximum Soil Cover:
Nitrification Field Inches
6 0 0 Sq. ft.
No. Drain Lines a *Distribution Type: GRAVITY
Total Trench Length: a 0 ft. Pump Required: OYes QNo May Be Required
.
Pre-Treatment: O NSF OTS-1 OTS-II
*Site Modifications
No grading or construction activity is allowed in areas designated for system and repair without approval of Health Department.
*Permit Conditions
The issuance of this permit by the Health Department in no way guarantees the issuance of other permits. The permit holder
is responsible for checking with appropriate governing bodies in meeting their requirements.
This Authorization for Wastewater System Construction shall be valid fora person equal to the period of validity of the Improvement Permit, not
to exceed five years, and may be issued at the same time the Improvement Permit issued (NCGS 130A-336(b)). If the installation has not been
completed during the period of validity of the Construction Permit, the information submitted in the application for a permit or Construction
Authorization is found to have been incorrect, falsified or changed, orthe site is altered, the permit or Construction Authorization shall become
invalid, and may be suspended or revoked (.1937{8}). The person owning or controlling the system shall be responsible for assuring compliance
with the laws, rules, and permit conditions regarding system location, installation, operation, maintenance, monitoring, reporting and repair
(1938(b)).
Applicant/Legal Reps. Signature Required? OYes ONo
Applicant/Legal Reps. Signature: Date:
*Issued By: 1896 - Lucas Sears Date of Issue:. 1 1 0 1 / a 0 0 9
Authorized State Agent: N Malfunction Log OYes r _
OHand Drawing NImport Drawing TotalTime:(HH:MM)
**Site Plan/Drawing attached.** 0
Hours . Minutes
Page 2 of 3
CDP File Number: 35845 County File Number: EHPR-10-09-2234
Drawing Type: Construction Authorization Date:
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Page 3 of 3
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:
Owner: Carroll Roger Cra Applicant:
Address: 7398 Greedy Hi, Date Evaluated: 10/29/2009
Proposed Facility: 2 Bedn Design Flow (.1949) 249Ggd Property Size: 1.03ac
Location of Site: Property Recorded:
Water Supply: Well [ ] Public [X ] Individual [ ] Well [ ] Spring [ ] Other
Evaluation Method: [ ] Auger Boring [X ] Pit [ ] Cut
Type of Wastewater: [ ] Sewage [ ] Industrial Process [ ] Mixed
P
R
0 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
01 L 0-36 Sbk/CL Fi, SS,Sp 36 PS
5% .3
2 L 0-32 SBK,CL Fi,SS,SP PS
5% .3
Description Initial System Repair System Other Factors (.1946):
Available Space (.1945) Soil Evaluation By:
System Type(s) Others Present:
Site LTAR Site Classification (.1948):
Site Evaluation By:
Others Present:
Sheet:
COMMENTS: FILE
Landscape 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 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