IPACHTE# 1 3- -- 317 37 Harnett County Department of Public Health
Imurovement Permit 27630
A building permit cannot be issued with only an Improvemlent Permit /
PROPERTY LOCATION: C1 =lf-
ISSUED TO: SUBDIVISION LOT #
NEW ❑ REPAIR ❑ EXPANSION Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: krt- C--',It
Proposed Wastewater System Type: C—, re,-1 , u-%� c
Projected Daily Flow: '7 GPD
Number of bedrooms: Number of Occupants: max
Basement ❑Yes 21—No
Pump Required: fifes El No ❑ Ma be required based on final location and elevations of facilities
Type of Water Supply: El Community Public ❑ Well Distance from well feet Permit valid for: Eve years
Permit conditions: ❑ No expiration
Authorized State Agent:: /(,/ Date: l/ //)/44313 SEE ATTACHED SITE SKETCH
The issuance of this permit by a 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
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: �� lO�c� PROPERTY LOCATION: 'ec1. -
SUBDIVISION LOT #
facility Type: & _ ❑ New [Expansion El Repair
Basement? ❑ Yes No Basement Fixtures? ❑ Yes ❑ No
Type of Wastewater System ** pu' -v 4— Cv-, t/ CIA (Initial) Wastewater Flow: `7 !s GPD
(See note below, if applicable ❑)
(Repair)
Installation Requirements /Conditions Number of trenches e i =15,
Septic Tank Size /t X)O gallons Exact length of each trench Al— .200 feet
Pump Tank Size 15-00 gallons Trenches shall be installed on contour at a
Maximum Trench Depth of. /6- 3 fn inches
(Trench bottoms shall be level to +/ -1/4"
in all directions)
Pump Requirements: ft. TDH vs. GPM
Conditions:
TPP�'L
-14.,,, /ro R. 2
Trench Spacing: 9 Feet on Center
Soil Cover: / 8- 2-4 inches
(Maximum soil cover shall not exceed
36" above the trench bottom)
inches below pipe
Aggregate Depth: o2 inches above pipe
sl a lit inches total
ro �'E�cl
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 specified is different from the type specified on the application, / 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 complian a with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. Jtt AI IALHtU MIt MI1,H
Authorized State Agent: Date: /
Construction Authorization Expiration Date: /l / -7/V,20/ 00
HTE# Z,3-57-3/9,.L?
Permit # Z-2 (- 3 0
Harnett County Department of 1?ublic Health
Site Sketch
r PROPERTY LOCATON: ��.�,� °•Q� °yl�'�t
ISSUED TO: Q SUBDIVISION LOT #
Authorized State Agent: Xce Date: fl !, 3 / G°`.7
L PP
M
C k, -.s L y 44-,ecl�
PAIM
Thomas J. Boyce
P.O. Box 81
Pittsboro, NC 27312
NC Licensed Soil Scientist # 1241
NC Registered Sanitarian # 1353
Harnett County Environmental Health
Attn: James Manhart R.E.H.S.
307 Cornelius Harnett Blvd.
Lillington, NC 27546
Re: VAhitey's Country Store, 4298 Christian Light Road
Dear Mr. Manhart,
An evaluation was completed on the above referenced property on October 2, 2013. The
purpose of the evaluation was to determine the ability of the soils to support a subsurface waste
disposal repair area. All ratings and determinations were made in accordance with "Laws and
Rules for Sewage Treatment and Disposal Systems, 15A NCAC 18A.1900 ".
The above referenced tract was evaluated by auger borings and landscape position. Typical
soils are twenty -four inches of sandy loam over a sandy clay loam to sandy clay for forty-eight
inches or more. A loading rate of .3 gpd/sgft can be assumed.
The new operators wish to open a grill and have sixteen chairs. In order to accomplish this, the
existing septic system would have to be expanded. The flow of sixteen seats and three employees
would be 715 gpd. The existing system would have to be expanded to 800 linear feet of
drainline. Existing lines can be lengthened to' 150' and add a 200' line beneath the system. A
pressure manifold would be required using 4 — %2 inch SCH 40 taps and 1— % inch SCH 80 tap.
The existing septic tank could be used as a grease trap, the existing pump tank could be used in
series with a new 1000 gallon septic tank, and a new 1500 gallon pump tank would be required.
Repair would appear to be low pressure pipe. Areas for repair would be located from the fuel
tanks, road, and property line. An additional area is between the fuel tanks and the storage
building, Over 9000 square feet exists in these areas.
This report does not guarantee or represent approval or issuance as needed by the local health
department. This report only represents my opinion as a licensed soil scientist. I trust this is the
information that you require at this time. If you have any questions, please call.
Sincerely,
Thomas J. Boyce
SOIL SCE I
p,s 1.
Fiji
rf
O
``� NORTH GP¢�
40 ✓a. GG 4) 4GG 1G ✓
Tap Chart
TAP CHART
Bench Mark
is= 100.00 set at
Manifold elev.
Pump tank elev.
hole size
100.00
Pump elev.
line color
rod read
Elevation
length
1
450
100.00
150
2
131.91
100.00
150
3
7.11
100.00
150
4
1/2in SCH 40
100.00
150
5
0.293
100.00
200
6
600
100.00
NA
7
0.00
100.00
#DIV /01
8
0
100.00
0
9
total
100.00
0
10
#DIV/O!
100.00
Des. Flow
11
0.00
100.00
Pump Run=
Dose Pump time
total
feet =
800
% of Dose Vol.
70.00
0.00
Des. Flow
Dose Volume
364.00
38.54
Pump Run=
Dose Pump Time
9.44
715
Tank GaUIN
Drawdown in Inches
#DIV /0!
0.40
Elevation Head
TAP CHART
Bench Mark
is= 100.00 set at
Manifold elev.
Pump tank elev.
hole size
100.00
Pump elev.
line color
rod read
Elevation
length
1
450
100.00
112in SCH 40
2
131.91
100.00
0.293
3
7.11
100.00
450
4
1/2in SCH 40
100.00
131.91
5
0.293
100.00
10.1
6
600
100.00
NA
7
0.00
100.00
#DIV /01
8
0
100.00
0
#DIV /0!
total
feet =
0
% of Dose Vol.
#DIV/O!
NA
Des. Flow
Dose Volume
0.00
#DIV /01
Pump Run=
Dose Pump time
#DIV /0!
0
Tank GaUIN
Orawdown in Inches
#DIV /01
0.00
Elevation Head
95.00
Manifold elev.
Manifold elev.
101.00
hole size
flowltap
gal/day
trench area
LINE LTAR
1 12in SCH 40
7.11
131.91
450
0.293
112in SCH 40
7.11
131.91
450
0.293
1/2in SCH 40
7.11
131.91
450
0.293
1/2in SCH 40
7.11
131.91
450
0.293
3 /4in SCH 80
10.1
187.38
600
0.312
NA
NA
0.00
0
#DIV /01
NA
0
0.00
0
#DIV /0!
NA
(Itar W/ INOV)
0.00
0
#DIV/O!
NA
0.00
0.00
0
#DIV /01
NA
6.00
0.00
0
#DIV /0!
NA
0.00
0
#DIV /0!
gaUmin =
38.54
LTAR =
0.30
715
(Itar W/ INOV)
0.40
18.55
(gar + 5 %)
0.42
6.00
95.00
Manifold elev.
101.00
hole size
flowltap gallday
trench area
LINE LTAR
NA
#DIV /0!
0
#DIV /0!
NA
#DIV /01
0
#DIVIO!
NA
#DIV /0!
0
#DIV 101
NA
#DIV /0!
0
#DIV /O!
NA
#DIV /0!
0
#DIV /01
NA
#DIV/0!
0
#DIV /01
NA
#DIV /0!
0
#DIV 101
NA
#DIV /O!
0
#DIV/O!
gal/min =
0
LTAR =
715
(Itar W/ INOV)
0.00
#DIV 101
(Itar +5 %)
0.00
0
6.00
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