IPACHTE# V-1--5 UQC55T j Harnett County Department of Public Health 29145
Improvement Permit
A building permit cannot be issued with only an Improvement Permit
PROPERTY LOCATION: 111 C,"0
ISSUED T0: �� L—y 6 SRO Y LL L SUBDIVISION LOT #
NEW REPAIR ❑ EXPANSION ❑ L
Type of Structure:6�< bW.w Se $ort�acZt7o • CkF, GE
Proposed Wastewater System T pe: Cc N v >S 10 r4 D> 4
Projected Daily Flow: ter0 GPD (RC W \a L:> p
Number of bedrooms: Number of Occupants: 6 max
Basement ❑Yes XNo
Site Improvements required prior to Construction Authorization Issuance:
Pump Required: ❑Yes -,;E<No ❑ May be required based on final location and elevations of facilities
Type of Water Supply: ❑ Community 'X Public ❑ Well Distance from well feet Permit valid for. Five years
Permit conditi^
Authorized State Agent.: RFs Date: 3d 1 SEE ATTACHED SITE SKETCH
The issuance of this permit by the Health Deparoneut in no way guarantees the a4 of other permits. The permit holder is res onsible for checking with appropriate governing bodies in meeting their requirements. This
site is subject m revocation 0 the site plan, plat. a the intended use changes. The Improv cat Permit 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, .1951, .1954, .1955, .1956, .1957, .1958. and .1959 are incorporated by references into this permit and shall be met. Systems shall he installed in amrdance
with the attached system layout.
ISSUED TO: 5' Ey &,,i "v"Q,"C L L
PROPERTY LOCATION: N C'a`
SUBDIVISION
Facility Type: E"z QA�,4,v '15� New ❑ Expansion ❑ Repair
Basement? ❑ Yes ISr,No Basement Fixtures? ❑ Yes �No
Type of Wastewater System** Coates- CEr-N 0 r4 P, L' (Initial) Wastewater Flow:
(See note below, if applicable ❑)
Co sy4G1S ) o-3 A L (Repair)
Installation Requirements/Conditions Number of trenches a
Septic Tank Size 1,00 0 gallons Exact length of each trench NO feet
Pump Tank Size gallons Trenches shall be installed on contour at a
Maximum Trench Depth of:ate— 3� inches
(Trench bottoms shall be level to +/•1/4"
in all directions)
Pump Requirements: ft. TDM vs. GPM
Conditions:
LOT #
40 GPD
Trench Spacing: Feet on Center
Soil Cover. T a'aYT inches
(Maximum soil cover shall not exceed
36" above the trench bottom)
Aggregate Depth:
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.
inches below pipe
inches above pipe
inches total
If applicable / undeatand the system type speciled is different from the type spe6fed on the app/itabon. / accept the rpecifi'wians of thii permit
Date:
This construction Amhoriaation is solsit a cation if the site plan, 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 Amborizatioll-.11 laipn�O rompliance tui i o aws and Rules for Sewage Treatment and Disposal and to the conditions of this permit SEE ATTACHED SITE SKETCH
Authorized State Agent: v (YTS Date: I Igo))�
Construction orization EXDiration Date: 1 131
NTE#5Permit# '�-c1))-15
Harnett County Department of Public Health
Site Sketch
PROPERTY LOCATON: t�1G-2J:N 7
ISSUED T0: S's c tioPo�f LL / SUBDIVISION j LOT #
Authorized State Agent. t5 lit ��G0. �61>tSDu(y� Date: �I 30l J 7
Ex'C_
BPa�1
R
FILE #
COMMENTS:
LANDSCAPE POSITIONS
GROUP
TEXTURES
.1255 LTAR
CONSISTENCE MOIST
WET
R -RIDGE
1
S -SAND
1.2-0.8
S -SHOULDER SLOPE
LS -LOAMY SAND
VFR-VERY FRIABLE
NS -NON -STICKY
L -LINEAR SLOPE
FR -FRIABLE
SS-SLIGHTY STICKY
FS -FOOT SLOPE
R
SL -SANDY LOAM
0.8-0.6
FI -FIRM
S -STICKY
N -NOSE SLOPE
GLOAM
VFI-VERY FIRM
VS -VERY STICKY
H -HEAD SLOPE
EFI-EXTREMELY FIRM
NP -NON -PLASTIC
CC -CONCLAVE SLOPE
III
SUSILT
0.6-0.3
SP -SLIGHTLY STICKY
CV -CONVEX SLOPE
SIL -SILT LOAM
P -PLASTIC
T -TERRACE
CLCLAY LOAM
VP -VERY PLASTIC
FP -FLOOD PLAN
SCL SANDY CLAY LOAM
N
SIC -SILTY CLAY
0.4-0.1
CCLAY
SC -SANDY CLAY
STRUCTURE
MINERALOGY
SG -SINGLE GRAIN
SLIGHTLY EXPANSIVE
M- MASSIVE
CR -CRUMB
EXPANSIVE
GR -GRANULAR
SBK-SUBANGULAR BLOCKY
ABK-ANGULAR BLOCKY
PL.PLATY
PR -PRISMATIC
Show profile locations and other site features (dimensions, references or benchmmk, and North
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