IPACHTE#o~ s--~ Harnett County Department of Public Health 2 5 5 6 a
Improvement Permit
A building permit cannot be issued with only an Improvement Permit
Y, "if 4- PROPERTY LOCATION: ;1 ` - P
ISSUED T0: waoa.EVtcv~v of SUBDIVISION LOT #
NEW,, REP 41R ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: S ED ('q L "-,A Proposed Wastewater System Type: Q CE g S'Ys-Sr:nn Zir w~e~
Projected Daily Flow: 3 ~a GPD
Number of bedrooms: 3 Number of Occupants: Jo max
Basement ❑Yes X No
Pump Required: ❑Yes X No ❑ May be required based on final location and elevations of facilities
Type of Water Supply: ❑ Community Public ❑ Well Distance from well 5 QC) feet Permit valid for. Five years
Permit conditions: ❑ No expiration
Authorized State Agent:: Date: -7_x_13 1 SEE ATTACHED SITE SKETCH
The issuance of this permit by the Health Department in no way guarantees the issuance o rmits. 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 Per all 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:`~~oocLt ~~v1N ~~AN~ S PROPERTY LOCATION:
SUBDIVISION LOT #
Facility Type: New ❑ Expansion ❑ Repair
Basement? ❑ Yes No Basement Fixtures? ❑ Yes No
Type of Wastewater System** V,v6,- -,ci Sy 6- P- ~~LOw (Initial) Wastewater Flow: 3C(3 GPD
(See note below, if applicable
~'►s-slim w L , ti nt= t 10,.+l pa
t#e
Installation Requirements/Conditions Number of trenches 3
Septic Tank Size t00 o gallons Exact length of each trench S aU 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: S_=V_ 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
ns: } trss QEcz rn~~
QOAPOSAL
inches below pipe
Aggregate Depth: inches above pipe
!J C.LSS ta~'4 aw inches total
`SC4
P~Rt tf~} PnoPo~ F"on
**If applicable: / understand the system type specified is different from the type specified an the application. /accept the specibcationr o/ this permit.
Owner/Legal Representative Signature: Date:
This Construction Authorization is subject on if the site n, 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,LeSto compliance t i o laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH
Authorized State Agent: Date: 1Z I09
Cons 'on Authorization Expiration Date:
Kandis Tudor
Abbattoir Road
3-Bedroom Septic Layout
Ar-
p N :w
52. O 3 tip
M -4 CA I Drive a
o , N 0 o O ?Jr
o n) A
C5 ro
0 -0 o c o W
O
O Q' ~
3 OZ $!7' O
3 n
N tZ
Systems Gravity to D-Box
Lines, 4-6, (360')
Accepted Status System
0.25 Soil LTAR
18-24' Trench Bottom
Repairs Pressure Manifold
Lines, 1-3, 7-8, (395')
Accepted Status System
18-24' Trench Bottom
0.23 Soil LTAR
GRAPHIC SCALE Central Carolina
1 50'
Soil Consulting
50 0 50 100 919-784-9449
MMMMW Project # 762
Sheetl
Tudor Lot, Abattoir Road
Repair, Tap Chart
Bench Mark 11.00
is a 100.00
Location of BM
Elevation Head
27.30
Pump tank elev.
25
86.00 Pump elev. 81.00
Manifold e
lev.
108.30
line color
rod read
Elevation length hole size
fiovdtap
gal/day
trench area
UNE LTAR
1 Blue
370
107.30 50 1/2in SCH 80
5.48
49.44
150
03296
2 Pink
4.90
106.10 75 1/21n SCH 40
7.11
64.15
225
0.2851
3 Orange
4.80
106.20 90 314in SCH 80
10.1
91.13
270
0.3375
7 Pink
8.30
102.70 100 3/4in SCH 80
10.1
91.13
300
0.3038
8 Orange
8.50
102.50 80 1/2in SCH 40
7.11
64.15
240
0.2673
total
feet = 395 gWfWn
38.9
LTAR a
0.2500
I-TAR + %6
0.2625
% of Dose Vol.
80
Des. Flow 360
(Itar W/ INOV)
0.3333
Dose Volume
205.40
Pump Run-- 9.02
(Kw W/ INOV + 6%)
0.3500
Dose Purrs Time
5.15
Tank GalAN 21
Drawdown in Inches
9.78
Page 1
LINE #
TBM
INST. 1
1
2
3
4
5
6
7
8
%ndis Tudor
Abanoir Road
3-Bedroom Home (360 gal./day)
COLOR I& ILL IM ELEVATION LINE LENGTH Dgign Length
11.0 100.0 in field ice' n
111.0
Blue
Pink
Orange
Yellow
Red
Blue
Pink
Orange
3.7
107.3
4.9
106.1
4.8
106.2
5.6
105.4
6.8
104.2
8.0
103
8.3
102.7
8.5
Total
53
85
96
120
130
130
107
80
801
50
75
90
120
120
120
100
80
801
System Type
Suggested Soil LTAR
(gal/day/$2)
System Installation LTAR
Total Line Length
Square Footage
Proposed Trench Bottom
syjteml
Limes 4-6
Accepted Status System
EZ-Flow
0.250
0.25
360
1080
18-24"
Distribution Method Gravitay to D-Box
Notes: TBM is Back south west EIP
BCSR
Lines 1-3, 7-8
Accepted Status System
EZ-FLOW
0.25
0.23
395
1185
18-24"
Pressure Manifold