IPAC with soil report and notesHTE# ► 0-5-Harnett County Department of Public Health 2 5 8 7 4
PROPERTY LOCATION. Lw5~~6,cL S~
ISSUED TO: ALLY 4~a LoL1c- jv ~t.Ot~Zh ~rkG SUBDIVISION y.4yt cy U r Q, & LOT #
NEW REPAIR EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: SF D )
Proposed Wastewater System Type: wMe Ao -15%t~EOU~~ca vj
Projected Daily Flow: 6G0 GPD r, ssu¢,6 Mgwssa.o
Number of bedrooms: 3 Number of Occupants: ra max
Basement ❑Yes , l No
Pump Required'~5jYes ❑ No El May be required based on final location and elevations of facilities
Type of Water Supply: El Community Public ❑ Well Distance from well ~Oa feet Permit valid for: Five years
Permit conditions: El No expiration
Authorized State Agent:: Date: '3L a D SEE ATTACHED SITE SKETCH
The issuance of this permit by the Health Department in no way guarantees the isa other permits. The permit holders 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 Improve 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 T0: NA ll ut✓Lochc PROPERTY LOCATION: K"Z Q
SUBDIVISION \4 (;(Lo, L LOT # AZ,
Facility Type: K New ❑ Expansion El Repair
Basement? El Yes No Basement Fixtures? ❑ Yes No
Type of Wastewater System** P~ s~ d a-S°la -LOvcrtw N ~g.,( V%XZsj a,(-- y yAnr 1 5:r3 -.D (Initial) Wastewater Flow: 1"-0 GPD
(See note below, if applicable F-1)
Oa, e n c~ a • c .r '-A qT Pn r:Sa ~tcMLqC(Repair)
Installation Requirements/Conditions Number of trenches D-~
s., ,vo
Septic Tank Size ► O gallons Exact length of each trench r X 'L.' D feet Trench Spacing: °I Feet on Center
Pump Tank Size t orb gallons Trenches shall be installed on contour at a Soil Cover: inches
Maximum Trench Depth of: I 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: Waco S-~Na ~E 1('!; ~ap,~ SO~p~,~S inches total
c^t 0 C^4rvsctS C7 Q~SsGN Nr5 ~LtLc~~~ DC.~ .r P c75C - ~QOt*~ h~YQL.c/s ~S SosL COr+SUL`SA \ ~ro6 Gti
CpvSa- 'V4-, V.e NFFAEO ~Ut E +ss2>" DRPV~1~`EtJD Lt+v4t not iG S E~ow 5 To Q6 P: ~{P
*If applicable: /understand the rystem type specified is dih`erent from the type specified on the app/ication. / accept the specifIcationr of this permit
Owner/legal Representative Signature: Date:
This Construction Authorization is subject to r n 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 ith i kt ofof the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH
Authorized State Agent:
Date: Q.
Improvement Permit
A building permit cannot be issued with only an Improvement Perr
Con fiction Authorization Expiration Date: 21-
HTE# ! O5 -3,35x.1 Permit # a5'~1'f
Harnett Connty Department of 1"ablic Health
Site Sketch
PROPERTY LOCATON: E--ASp,~«2 qo
ISSUED T0: SUBDIVISION ~1r~~-wvY C ru,.~E LOT #
Authorized State Agent: - u&,~ oLwEci Tot-Vsoa(z Date: 2, IC)
L1 N[ ~,rJ ,
r4 a7l,
LINE 3 33
t,ir+E, H i5'
~1N6 5 ~d4'
LINL 6
I.1 r ly -1 ~+a
1
PrZF7 VN
~qT
ON a ~'r
1
` ~tl
I%).
av
V
~d e
Zc3,
0
6°,-, 6d" 1
Department of Emironmenk Health and Natural Resources
Division of Environmental Health
On-Site Wastewater Section
SOI LISITL EVALUATION
for ON-SITE WASTEWATER SYSTEM
Owner: Applicant:
Address: Date Evaluated:
Proposed Facility: 3 9w""N "6 Design Flow (.1949): st.00)~
Location of Site: Property Recorded:
Water Supply: Public ❑ Individual ❑ Well
Evaluation Method: Auger Boring ❑ Pit ❑
Type of Wastewater: Sewage ❑ Industrial Process ❑
Shed:
Property ID:
Lot k
File k
Code:
Property Size:
❑ Spxing ❑ Other
Cut
Mixed
P
R
O
F
1
1940
OIL MORPHOLOOY
•1941
THER
PROFILE FACTORS
L
M
PoLOWIMPO d
slope %
Horima
Drp6
(In.)
.1941
stuemw
Tearer
.1941
Conddma
.1941
Soil
welaed
Color
.1943
Sell
.1936
SWO
Cbm
.1944
R*W
Hors:
Proms
Giro
a LIAR
A
s 5°fo
d-.13.
C ~
~6►. rr5
io.
G
G
JtcL rs~~~ c~
a~~~.
t•1 Ssl~
Qs •3
o-may'
6 s
vGril
Other Factors (.1946
Site elasMcadon (.194ar 01
Evaluated By 0
Others Premed:
` s a-& P~ tii C f"403AL.
Thomas J. Boyce
P.O. Box 81
Pittsboro, NC 27312
919-868-8135
NC Licensed Soil Scientist # 1241
NC Registered Sanitarian # 1353
Keith Bullock Builders
72 Overlook Ct.
Angier, NC 27501
Re: Walnut Grove lot 22, Lasater Rd., Harnett County
Dear Mr. Bullock,
A soils evaluation was completed on the above referenced property on January 18, 2010. The
purpose of the evaluation was to determine the ability of the soils to support a subsurface waste
disposal system. All ratings and determinations were made in accordance with "Laws and Rules
for Sewage Treatment and Disposal Systems, 15A NCAC 18A .1900".
The tract was evaluated by auger borings and landscape position. The typical usable soils were a
sandy loam over sandy clay loam, sandy clay or clay to twenty-four or more inches. The long
term acceptance rate will probably be .3 gpd/sgft. The proposed house is three bedrooms with
dimensions of 60'X 60'. Unsuitable soils were due to shallow depths to parent material,
unsuitable soil characteristics, and soil wetness. The proposed system is an accepted system
installed at-grade. Three different manifold designs are provided for the health department. The
repair system is proposed to be drip irrigation without pretreatment utilizing soils greater than
eighteen inches.
This report does not guarantee or represent approval or issuance of permits 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 or need assistance,
please call.
Sinc~ejely,
61
Thomas J. oyce
......r;«.. , ;ter
Thomas J. Boyce
P.O. Box 81
Pittsboro, NC 27312
919-868-8135
NC Licensed Soil Scientist # 1241
NC Registered Sanitarian # 1353
701,
8o`'
c ~
{L -zs
7
w
27
3
R
-,3
W
15'
5
w
BK
G
R
BY
~
w
y2
3to' 'Fv(-,j
_j
Il1rg0
S.tpJ ~~i31 C#
io^
TAP CHART
Bench Mark
is = 100.00 set at
Design Head:
2
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
100
3/4in SCH 80
10.1
120.00
300
0.400
2
4 100.00
S
200
1 in SCH 40
20.2
240.00
600
0.400
3
~
.100.00
NA
0.00
0
#DIV/01
4
100.00
NA
0.00
0
#DIV/O!
5
100A0
NA
0.00
0
#DIV/0!
6
100.00
NA
0.00
0
#DIV/O!
7
100.00
NA
0.00
0
#DIV/01
8
100.00
NA
0.00
0
#DIV/0!
total feet
300
gaUmin
30.3
LIAR s
0.30
% of Dose Vol.
70
Des. Flow
360
(Itar + 6%)
0.32
Dose Volume
137
Pump Run=
11.88
(star W/ INOV)
0.40
Dose Pump Time
4.50
Tank Gal/IN
20
(Itar + 5%)
0.42
Drawdown in Inches
6.8
Elev. Head
6.00
Supply Line Length
Comments:
TAP CHAR
T
Bench Mark
is = 100.00 set at
Design Head:
2
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
I~y~3 100.00
85
314in SCH 80
10.1
101.62
255
0.399
2
s 100.00
85
3/41n SCH 80
10.1
101.62
255
0.399
3
4 100.00
85
3141n SCH 80
10.1
101.62
255
0.399
4
7 100.00
45
1/2in SCH 80
5.48
55.14
135
0.408
5
100.00
NA
0.00
0
#DIV/01
6
100.00
NA
0.00
0
#DIV/01
7
100.00
NA
0.00
0
#DIV/01
8
100.00
NA
0.00
0
#DIV/01
total feet =
300
gal/min =
35.78
LTAR =
0.30
% of Dose Vol.
70
Des. Flow
360
(Itar + 5%)
0.32
Dose Volume
137
Pump Run=
10.06
(Itar W/ INOV)
0.40
Dose Pump Time
3.81
Tank Gal/IN
20
(Itar + 5%)
0.42
Drawdown in Inches
6.8
Elev. Head
6.00
Supply Line Length
Comments:
TAP CHART
Bench Mark
is = 100.00 set at
Design Head:
2
Pump tank elev.
100.00
Pump elev.
95.00
Manifold elev.
101.00
line color
rod read Elevation
length
hole size
flow/tap
gaUday
trench area
LINE LTAR
1
t , L 100.00
52
1/2in SCH-40
7.11
57.26
156
0.367
2
100.00
48
1/2in SCH 40
7.11
57.26
144
0.398
3
S 100.00
84
3/4in SCH 40
12.5
100.67
252
0.399
4
100.00
84
3/4in SCH 40
12.5
100.67
252
0.399
5
7 100.00
42
1/2in SCH 80
5.48
44.13
126
0.350
6
100.00
NA
0.00
0
#DN/O!
7
100.00
NA
0.00
0
#DIV/0!
8
100.00
NA
0.00
0
#DIV101
total feet =
310
gal/min =
44.7
LTAR =
0.30
% of Dose Vol.
75
Des. Flow
360
(Itar + 5%)
0.32
Dose Volume
151
Pump Run=
8.05
(star W/ INOV)
0.40
Dose Pump Time
3.38
Tank GaUIN
(Itar + 5'/0)
0.42
Drawdown In Inches
#DIV/01
Elev. Head
6.00
Supply Line Length
Comments:
.
is A
0+
TAP CHART
Bench Mark
ism 100.00 set at
Pump tank elev.
100.00
Pump elev.
95.00
line color
rod read Elevation
length
hole size
1
i~3y
100.00
100
3/4in SCH 80
2
100.00
200
1In
SCH 40
3
100.00
NA
4
100.00
NA
5
100.00
NA
6
100.00
NA
7
100.00
NA
8
100.00
NA
total
feet .
300
gal/min
% of Dose Vol.
70
Des. Flow
360
Dose Volume
137
Pump Run=
11.88
Dose Pump Time
4.50
Tank Gal/IN
20
Drawdown in Inches
6.8
Elev. Head
6.00
Design Head:
Manifold elev.
flowRap gal/day
10.1 120.00
20.2 240.00
0.00
0.00
0.00
0.00
0.00
0.00
30.3
2
101.00
trench area
LINE LTAR
300
0.400
600
0.400
0
#DIV/01
0
#DIV/01
0
#DIV/OI
0
#DIV/01
0
#DIV/01
0
#DIV/01
LTAR ■
0.30
(Itar + 6%)
0.32
(Itsr W/ INOV)
0.40
(Itar+6%)
0.42
Supply Line Length
Comments: