IPAC RHTE# GL-5-Harnett County Department of Public Health
Improvement Permit 27071
A building permit cannot be issued with only an Improvement Permit
PROPERTY LOCATION: dYC~Z~»~15
ISSUED T0: ~rnF2~Gs>.~ ~O MESt n~~l~ SUBDIVISION S ror,Ecczs~S~ LOT # Q_
NEW REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: SR'Q ,,,,,,,.,o
Proposed Wastewater System Type: Qu-,O 10 2 °lA RE.oU(5N-" 4'J
Projected Daily Flow: 35--c GPD
Number of bedrooms: 3 Number of Occupants: max
Basement ❑Yes XNo
Pump Required7'~es ❑ No ❑ May be required based on final location and elevations of facilities
Type of Water Supply: ❑ Community -)K, Public ❑ Well Distance from well 1O0 feet Permit valid for: 'Five years
Permit conditions: _ ❑ No expiration
Authorized State Agent:: ~ r 1 U Date: .1 0 SEE ATTACHED SITE SKETCH
The issuance of this permit by the Health Department in no way guarantees the issuance ier permits. The permit holders respon fble for checking with appropriate governing bodies in meeting their requirements. This
site is subject to revocation if the site plan, plat, or the intended use changes. The Improvement it shall not be affected by a change in ownership of the site. This permit is subject to compliance with the provisions of
the Laws and Rules for Sewage Treatment and Disposal and to conditions of this permit..
Construction Authorization
(Required for Building Permit
The construction and installation requirements of Rules .1950, .1952, .1954, .1955, .1956, .1951, .1958. and .1959 are incorporated by references into this permit and shall be met. Systems shall be installed in accordance
with the attached system layout. n
ISSUED T0: ~MG-~2.1C.s~N ~cr•S~~thL;~~ PROPERTY LOCATION: O14M- ~-LS QD
SUBDIVISION C-JTor4e g!5..5 LOT # -7 ?3
Facility Type: ~JT'fiJ 1~3~ New ❑ Expansion ❑ Repair
Basement? ❑ Yes No Basemen Fixtures? ❑ Yes No
Type of Wastewater System** PurrR (Initial) Wastewater Flow: 3G GPD
(See note below, if applicable
QUvr%9-70 Z)- 0% (Repair)
Installation Requirements/Conditions Number of trenches I
Septic Tank Size 1 O0 O gallons Exact length of each trench 1 ~;-0 feet Trench Spacing: Feet on Center
Pump Tank Size `®®O gallons Trenches shall be installed on contour at a Soil Cover: inches
Maximum Trench Depth of: 3t4-347 inches (Maximum soil cover shall not exceed
(Trench bottoms shall be level to +/-1/4" 36" above the trench bottom)
in all directions)
Pump Requirements: ft. TDH vs. GPM inches below pipe
Aggregate Depth: inches above pipe
Conditions: inches total
WATER LINES (INCLUDING IRRIGATION) MUST BE LOFT. FROM ANY PART OF SEPTIC SYSTEM OR REPAIR AREA.
NO UTILITIES ALLOWED IN INITIAL OR REPAIR DRAIN FIELD AREA.
**If applicable: /understand the system type speci(ed is different from the type speciCed on the application. / accept the specipcations of this permit.
Owner/Legal Representati j nature: Date:
This Construction Authorization is subject to revocatio i e site pla plat, or the intended use changes. The Construction Authorization shall not be transferred when there is a change in ownership of the site. This
Construction Authorization is sub ompliance w ve prd ws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH
Authorized State Agent: N' I Date: °
Constructio uthorization Expiration Date:
HTE# 12-5-~°1'a11 CL
Permit # 1
Harnett County Dept-u-tinent of Public Health
Site Sketch
PROPERTY LOCATON: Ovm-N-Z~11.L5 1-9
ISSUED TO: ~ SUBDIVISION STooLctzs5 LOT # ~Q
Authorized State Agent: 4.3 LlY ^TOLY~~ Date: '1 F~
i/ Q-
COMMENTS:
LANDSCAPE POSITIONS
R-RIDGE
S-SHOULDER SLOPE
L-LINEAR SLOPE
FS-FOOT SLOPE
N-NOSE SLOPE
H-HEAD SLOPE
CC-CONCLAVE SLOPE
CV-CONVEX SLOPE
T-TERRACE
FP-FLOOD PLAN
STRUCTURE
SG-SINGLE GRAIN
M- MASSIVE
CR-CRUMB
GR-GRANULAR
SBK-SUBANGULAR BLOCKY
ABK-ANGULAR BLOCKY
PL-PLATY
PR-PRISMATIC
FILE #
GROUP TEXTURES
I S-SAND
LS-LOAMY SAND
II SL-SANDY LOAM
L-LOAM
III SI-SILT
SIL-SILT LOAM
CL-CLAY LOAM
SCL-SANDY CLAY LOAM
IV SIC-SILTY CLAY
C-CLAY
SC-SANDY CLAY
MINERALOGY
SLIGHTLY EXPANSIVE
EXPANSIVE
.1955 LTAR
CONSISTENCE MOIST
1.2-0.8
VFR-VERY FRIABLE
FR-FRIABLE
0.8-0.6
FI-FIRM
VFI-VERY FIRM
EFI-EXTREMELY FIRM
0.6-0.3
0.4-0.1
WET
NS-NON-STICKY
SS-SLIGHTY STICKY
S-STICKY
VS-VERY STICKY
NP-NON-PLASTIC
SP-SLIGHTLY STICKY
P-PLASTIC
VP-VERY PLASTIC
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Department of Environment, Health and Natural Resources
Division of Environmental Health
On-Site Wastewater Section
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
Owner: Applicant:
Address: Date Evaluated:
Proposed Facility: j~~ Design Flow(. 1949): Location of Site: Property Recorded:
Water Supply: ublic❑ Individual ❑ Well
Evaluation Method Au Boring ❑ Pit ❑ Cut
Type of Wastewater: Sewage ❑ Industrial Process
Sheet:
Property ID:
Lot
File
Code:
Property Size:
❑ Spring
❑ Mixed
❑ Other
P
R
O
F
I
1940
OIL MORPHOLOGY
.1941
THER
PROFILE FACTORS
L
E
#
Landscape
Position/
Slope %
Horizon
Depth
(In.)
.1941
Structure/
Texture
.1941
Consistence
Mineralogy
.1942
Soil
Wetness/
Color
.1943
Soil
Depth (IN.)
.1956
Sapro
Class
.1944
Restr
Horiz
Profile
Class
& LTAR
.Q.,-
o-6
(7- S L-
VPr~ ""j
L~~F
s-
r
Description
Initial
S ste
Repair System
Other Factors (.1946):
Site Classification (.1948).f
Available Space (.1945)
Evaluated By:O y
System T e(s)
U r~
S c b
Others Present: -
Site LTAR
L