ENVH Soil ReportThomas 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: Whitey'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
sir
0 o
NA
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� WO iTkA
W/o fa Z. t- k) 4GG it ✓ Tap Chart
TAP CHART
Bench Mark
is = 100.00
set at
Pump tank elev.
100.00
Pump elev.
95.00
Manifold elev.
101.00
line color
rod read
Elevation
length
hole size
flow/tap
gal/day
trench area
LINE LTAR
1
100.00
150
1 /2in SCH 40
7.11
131.91
450
0.293
2
100.00
150
1 /2in SCH 40
7.11
131.91
450
0.293
3
100.00
150
1/2in SCH 40
7.11
131.91
450
0.293
4
100.00
150
1 /2in SCH 40
7.11
131.91
450
0.293
5
100.00
200
3 /4in SCH 80
10.1
187.38
600
0.312
6
100.00
NA
0.00
0
#DIV/01
7
100.00
NA
0.00
0
#DIVIO!
8
100.00
NA
0.00
0
#DIV/01
9
100.00
NA
0.00
0
#DIV /01
10
100.00
NA
0.00
0
#DIV /0!
11
100.00
NA
0.00
0
#DIVIO!
total
feet =
800
gaUn -dn =
38.54
LTAR =
0.30
% of Dose Vol.
70.00
Des. Flow
715
(Itar W/ INOV)
0.40
Dose Volume
364.00
Pump Run=
18.55
(Itar + 5 %)
0.42
Dose Pump Time
9.44
Tank Gal/IN
Drawdown in Inches
#DIVIO!
Elevation Head
6.00
TAP CHART
Bench Mark
is= 100.00
set at
Pump tank elev.
100.00
Pump elev.
95.00
Manifold elev.
101.00
line color
rod read
Elevation
length
hole size
flow/tap
gal/day
trench area
LINE LTAR
1
100.00
NA
#DIV /0!
0
#DIVIO!
2
100.00
NA
#DIVIO!
0
#DIV /0!
3
100.00
NA
#DIV /0!
0
#DIV /0!
4
100.00
NA
#DIVIO!
0
#DIV /01
5
100.00
NA
#DIV /0!
0
#DIVIO!
6
100.00
NA
#DIVIO!
0
#DIVIO!
7
100.00
NA
#DIV /O!
0
#DIV /O!
8
100.00
NA
#DIVIO!
0
#DIVIO!
total
feet =
0
gal/min =
0
LTAR =
% of Dose Vol.
Des. Flow
715
(Itar W/ [NOV)
0.00
Dose Volume
0.00
Pump Run=
#DIVIO!
(Itar + 5 %)
0.00
Dose Pump Time
#DIVIO!
Tank GaItIN
0
Drawdown in Inches
#DIV /01
Elevation Head
6.00
HARNETT COUNTY, NORTH CAROLINA
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Harnett County G IS Any use of this map shall be at the sole risk of the user of this map.Although all effort has been taken
-
305 W Cornelius Harnett Blvd Suite 100 to Insure accuracy
to the accuracy of
In the data resented, Harnett County makes no warranty, expressed or Implied, as
this information represented herein. Any user of this product shall hold harmless
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Lillington NC 27546 Harnett County, Its elected ofFlcials, employees and agents from and against any claim, damage, loss,
Phone: 910 -893 -7523 www.harneft.org action, cause of action, or liability arising from the use of this GIs product.
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