IPACHTE# ": =�. Harnett County Department of Public Health
Imarovement Permit 27561
A building permit cannot be issued with only an Improvement Permit
PROPE TY LOCATION: J ZZ
ISSUED T0: ION LOT #
NEW REPAIR ❑ EXPA SION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: QU ID c(.feric 1N
Proposed Wastewater System Type: `.' I�d—'r 'iPCT — f��G2C %t1 'rslc
Projected Daily Flow: GPD
Number of bedrooms: —' — Number of Occupants: max
Basement []Yes /L^'f No
Pump Required: C]Yes ❑ No ❑ LET � El based on final location and elevations of facilities �/
Type of Water Supply: ❑ Community Public Well Distance from well feet Permit valid for: L!f Five years
Permit conditions: J1 .4 - e P. — -- 1 .1 ,1 r ❑ No expiration
Authorized State Age • Date: P ,,-7` r ® SEE ATTACHED SITE SKETCH
The issuance of this permit by th
11
H th 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: 6 &, f c *OPERTY LOCATION: O y Z-'7
SUBDIVISION LOT #
Facility Type: ! y C01 [Re/New _ ❑xpansion El Repair
Basement? ❑ Ye'No -D Basement Fixtures? El E Yes N
Type of Wastewater System ** - t' J�g Z In l v (Initial) Wastewater Flow: GPD
(See note below, if applicable ❑) /
_M4 --,� " 0 ( fair
Installation Requirements /Conditions Number of trenches
Septic Tank Size 20L7 gallons Exact length of each trenc'' "'feet Trench Spacing: Feet on Center
Pump Tank Size 'ZO6D gallons Trenches shall be installed on cont ur at a Soil Cover: 1 inches
Maximum Trench Depth of: 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
Conditions:
4 inches below pipe
Aggregate Depth: 7 inches above pipe
�! jam_ inches total
WATER LINES (INCLUDING IRRIGATION) MUST BE 106. 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 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 compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit Jtt MIAMI) Mit Jl ILH
Authorized State A Date: 6--1-13
Construction Authorization Expiration Date: o -1 — t s
HTE# 13-5— 317)122� Permit # 2 —7 'T(C If
Haxnett County I)eparti.nent of Public Health
Site Sketch
PROPERTY LOCATON: 474�,,
ISSUED TO: & Al 5 � 666MQIWISION 0 LOT #
Authorized State Agen Date: -7 - '3
James E. Manhart
From:
Alex Adams <alexadams @bcsoil.com>
Sent:
Monday, August 05, 2013 8:47 AM
To:
James E. Manhart
Subject:
Celey's Plumbing Lot
Attachments:
Lot Specs.pdf, Preliminary Lot Design.pdf
Jim,
I put together a preliminary design proposal for the church purchasing the Celey's plumbing property.
I figured a 230 seat church with a kitchen at 5 gallons per seat =1150 gallons /day.
If you can take a look at my proposal and suggest a soil LTAR I will work on putting together a more complete design
proposal. I'm suggesting a soil LTAR a little higher than 0.3, but let me know what you think and I'll adjust my proposal.
The attached proposal does not include using any of the existing system, but I may need to include that system with a
LTAR of 0.3.
I realize we will also need to spec. a larger tanks as well.
Thanks and if you have any questions please give me a call (919- 414 - 6761),
Alex
Celey's Quality Plumbing Site
Future Church Site
8991 HWY 27
Coats, NC Harnett County
LLLLLLL
LLLLLLLLL 37 Yellow So
LLLLLLLLL
LLLLLLLLL #340 =50
LLLLLLLLL #30'
LLLLLLLLL S.
LLLLLLLLL /a
LLLLLLLLL 210co
LLLLLLLLL
LLLLLLLLL
LLLLLLLLL �5
LLLLLLLLLL
LLLLLLLLLL L�
LLLLLLLLLL $0
LLLLLLLLLL
LLLLLLLLLLLLLLLLLLA
LLLLLLLLLLLLLLLLLL
LLLLLLLLLLLLLLLLLL
LLLLLLLLLLLLLLLLLL
LLLLLLLLLLLLLLLLLL
LLLLLLLLLLLLLLLLLL
LLLLLLLLLLLLLLLLLL
LLLLLLLLLLLLLLLLLL
LLLLLLLLLLLLLLLLLL
Existing tic LLLLLLLLLLLLLLLLLL System
*Not a Survey
Sketched from Harnett
County GIS Data
GRAPHIC SCALE
1 " = 75'
75' 0 75' 150'
Celey's Plumbing
Comercial Got
Church (1150 gal./day)
LINE #
COLOR BS HI
FS
ELEVATION LINE LENGTH
Design Leneth
TBM
3.0
100.0
in field
installation
INSY 1
103.0
1
Green
5.4
97.6
60
60
2
Blue
53
9Z7
62,
60
3
Red
5.1
9Z9
63
60
4
Yellow
4.9
98.1
68
60
5
Pink
4.8
98.2
67
60
6
White
4.3
98.7
55
55
7
Green
4.3
98.7
61
60
8
Blue
4.5
98.5
45
45
9
Red
4.6
98.4
45
45
10
Yellow
4.1
98.9
45
45
11
Pink
5.4
97.6
45
45
12
White
5.6
97.4
45
45
13
Green
6
97
45
45
14
Orange
6.4
96.6
45
45
15
Blue
6.8
96.2
45
45
16
Red
7.2
95.8
43
40
17
Yellow
7.5
95.5
43
40
18
Pink
8
95
43
40
19
White
8.4
94.6
45
45
20
Green
8.9
94.1
45
45
21
Orange
9.3
93.7
47
45
22
Blue
9.8
93.2
47
45
23
Red
10.4
92.6
45
45
24
Yellow
10.9
92.1
47
45
25
Pink
11.3
91.7
48
45
26
White
120
91
50
50
27
Green
12.5
90.5
50
50
28
Orange
13.2
89.8
50
50
29
Blue
13.7
89.3
50
50
30
Red
14.2
88.8
51
50
31
Yellow
14.8
88.2
53
50
32
Pink
15.0
88
53
50
33
Green
15.4
87.6
53
50
34
Orange
15.8
87.2
52
50
35
Blue
16.2
86.8
51
50
36
Red
16.5
86.5
51
50
37
Yellow
17.0
86
50
50
Total
1863
1510
Svstem
Repair
Lines 1 -17
Lines 7 -11
System Type
Accepted
Status System
Accepted Status Sys
EZ -FLOW
EZ -FLOW
Suggested Soil LTAR
0.325
0.325
(gal,dav''112)
Total Line Length
895
915
Square Footage
2685
2745
Proposed Trench Bottom
18"
18"
Distribution Method
Pressure Manifold
Pressure Manifol