IPACP: �c � oc-3
HTE# 16-5--ti0�-13S Harnett County Department of Public Health 29426
Improvement Permit
A building permit cannot be issued with only an ImprovU t PeCt
PROPERTY LOCATION: Q
ISSUED TO:SN6�G06CXE(L �AM�3 SUBDIVISIONCiPQ-Sp�a� LH y0�^vG LOT# 1
NEW' REPAIR ❑ EXPANSION 11 Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: S� lL'so X5 e
Proposed Wastewater System Type: is -1 1- S -A5 ,
Projected Daily Flow: ,40 GPD
Number of bedrooms: a- Number of Occupants: Li max
Basement []Yes ->kNo
Pump RequirePElyes ❑ No ❑ May be required based on final location and elevations of facilities
Type of Water Supply: ❑ Community �19 Public ❑ Well Distance from well feet Permit valid for: >( Five years
Permit conditions: ❑ No expiration
Authorized State Agent:: Date: 3 ft 7 I I7 SEE ATTACHED SITE SKETCH
The issuance of this permit by the Health Department in no way guarantees the a of other permit. The permit holder is resp F onsible for checking with appropriate governing bodies in meeting their requirement. This
site is subject in revocation if the site plan, plat, or the intended use changes. The hispro-y6hutf Permit shall not be affected by a change in ownership of the site. This permit is subject in compliance with the provisions of
the laws and Rules for Sewage Treatment and Disposal and to conditions of this permit..
WATER LINES (IN(LUDING 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 speciled is different from the type speciled on the app&ation. / accept the specilcalom of this permit
This Construction Authorization is
Construction Authorizatiorf vohu
Authorized State Agent:
at, or the intended use changes. The Construction Authorisation shall not be tamfen
the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this
Fif.N Date: 3
Const. Authorization Expiration Date: _
Date:
a change in ownership of the site. This
SEE ATTACHED SITE SKETCH
Construction Authorization
(Required for Building Permit
The construction and installation requirements of Rules .1950,
.1952, .1954, .1955, .1956, .1957, .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: PROPERTY LOCATION:v2AvNE SZ•
Facility Type: SCp��iO*^�Cf�
SUBDIVISION C,0%9- o ,3r -,
New ❑ Expansion ❑ Repair
f—P%"V )a C, LOT #'�
Basement? ❑ Yes 'IR, No Basement Fixtures? ❑ Yes '�K No c
' '0.0--oy
Type of Wastewater System** !R, ew,e
) V S v YXtiO d orGm
(Initial) Wastewater flow. D-180 GPD
(See note below, if applicable ❑)
C•Tgt15�(Repair)
Installation Requirements/Conditions
Number of trenches LA
Septic Tank Size tiOOU gallons
Exact length of each trench vvcL uv5 feet
Trench Spacing: Feet on Center
Pump Tank Size gallons
Trenches shall be installed on contour at a
Soil Cover: b inches
Maximum Trench Depth of-. 'I Ce inches
(Maximum soil cover shall not exceed
(Trench bottoms shall be level to +/-1/4"
36" above the trench bottom)
in all directions) BQ[.SSU(LS MCa
FOtIP
Pump Requirements: ft. TDH vs.
GPM
inches below pipe
Q %t�SC�
Conditions: G9L1n,T
QClp 5l 2_ �a.ot� APt?
Aggregate Depth: inches above pipe
LAS
` J
N P o5 t� [ p C
inches total
WATER LINES (IN(LUDING 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 speciled is different from the type speciled on the app&ation. / accept the specilcalom of this permit
This Construction Authorization is
Construction Authorizatiorf vohu
Authorized State Agent:
at, or the intended use changes. The Construction Authorisation shall not be tamfen
the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this
Fif.N Date: 3
Const. Authorization Expiration Date: _
Date:
a change in ownership of the site. This
SEE ATTACHED SITE SKETCH
HTE# jr,—,)LPermit #
Harnett County Department of Public Health
Site sketch
c PROPERTY LOEATON: D A0 P c 3 ,
ISSUED TO: J 1- - J c' 6-:� SUBDIVISION LOT #
t
Authorized State Agent: `ni-A Date: �0��0(% -3))
7 I
p2iVG
1d5.
O�
Lot 7R Block 6 Captains Landing
Pressure Manifold Design Criteria
Initial Svstem
Line
Number
Line
Color
Elevation
Drainline
Length(ft)
Tap Size/
Schedule
Flow/tap
(gpm)
gpd/ft
LTAR
(gpd/sgft)
1
B
99.95
60
1/2"sch 80
5.48
1.226
0.409
2
R
98.99
80
1/2"sch 40
7.11
1.193
0.398
3
Y
97.94
80
1/2"sch 40
7.11
1.193
0.398
4
B
96.81
80
1/2"sch 40
7.11
1.193
0.398
flow (gpm)
5,481
7,111 7.111
z11
Total Drainline= 300 Total Flow= 26.81
Pressure
Head (ft)=
2
Target LTAR* (gpd/sf)=
0.4
LTAR + 5% 0.42
Daily Flow=
360
Total Flow (gpm)=
26.81
Daily PRT(min)= 13.43
Dose Vol=
146.93 gallons
w/ Pipe Vol @%
75
Dose PRT (min)= 5.48
MANIFOLD
DIAGRAM:
Tap #
1
2 3
4
4" SCH 40
PVC Manifold
Size
1/2"sch 80
1/2"sch 40 1/2"sch 40
1/2"sch 40
flow (gpm)
5,481
7,111 7.111
z11
Line Length
* Soil LTAR 0.3 gpd/sf; convert for accepted system drainlines 0.3 /.75=0.4 gpd/sf
Prepared By: Hal Owen and Associates, Inc.
PO Box 400, Lillington, NC 27546
Ph (910) 893-8743 / Fx 893-3594
3/16/2017