IPACHTE# 1�- --3►�r arnett County Department of Public Health
Imurovement Permit 27578
A building permit cannot be issued with only an Improvement Permit
PROPERTY LOCATION: —;kJ -8 lh�Z'° 2O
ISSUED TO:,: tAd-y `rPb' ° �7 SUBDIVISION -�) 4— T 5" LOT #
NEW l' REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: 511
Proposed Wastewater System Type: ZT" %a 99jC-f
Projected Daily Flow: 3 GPD
Number of bedrooms: Number of Occupants: max
Basement ❑Yes
Pump Required: ❑Yes ❑ No LJ Maa'e required based on final location and elevations of facilities °
Type of Water Supply: ❑ Community L!f Public ❑ Well Distance from well feet Permit valid for: L!� Five years
Permit conditions: ❑ No expiration
Authorized State Age :: Date: `)---"1 1, - 1 �5 I SEE ATTACHED SITE SKETCH
The issuance of this permit by th alth 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
site is subject to revocation if the site plan, plat, or the intended use changes. The Improvement 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, .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.
ISSUED TO: � U-r " ! l y ti..f°-� PROPERTY LOCATION: tZ. IYV8 63y� > (�
SUBDIVISION S 4 6 T% LOT # 3`I
Facility Type: 0 New ❑ Expansion ❑ Repair
Basement? ❑ Yes E? No Basement Fixtures? ❑ Yes 210
Type of Wastewater System ** i% 124,I )Off. (Initial) Wastewater Flow: 360 GPD
(See note below, if applicable ❑) �.
2 S"ve fZ'�c r� 0-4 t ( (Repair)
Installation Requirements /Conditions Number of trenches
Septic Tank Size t?0 0 gallons Exact length of each trench feet Trench Spacing: Feet on Center
Pump Tank Size gallons Trenches shall be installed on contour at a Soil Cover: inches
Maximum Trench Depth of: ZZ— -) f 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
Aggregate Depth:
Conditions:
WATER LINES (INCLUDING IRRIGATION) MUST BE ]OFT. 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: / understand the system type specified is different from the type specified on the app lication. / accept the specifications of this permit.
Owner /Legal Representative Signature: Date:
This Construction Authorization is subject to revocation 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 Authorization is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit SEE ATTACHED SITE SKETCH
Authorized State Agen Date: 07 p-d ' -!
Construction Authorization Expiration Date: 45 % �
HTE# Permit #
Harnett County Depailment of 11�-tblic Health
Site Sketch
PROPERTY LOCATON:-':;eL1q!9 4'rKZ-Al !S
ISSUED TO: SUBDIVISION LOT # 3q
Authorized State Agen ------- Date:
—6--1
IN
V5�
M
5
kr A-f
.x 5tw-�Ui;ooc
� 15"ja
M
D
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
GROUP
TEXTURES
I
S -SAND
LS -LOAMY SAND
II
SL -SANDY LOAM
FR- FRIABLE
L-LOAM
III
SI -SILT
VFI -VERY FIRM
SIL -SILT LOAM
EFI- EXTREMELY FIRM
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
FILE #
WET
NS- NON - STICKY
SS- SLIGHTY STICKY
S- STICKY
VS -VERY STICKY
NP- NON - PLASTIC
SP- SLIGHTLY STICKY
P- PLASTIC
VP -VERY PLASTIC
Show 3rofile locations and other site features (dimensions, references or benchmark, and North
Lill .1 11-E