IPAC RHTE# n-s-��a�G� Harnett County Department of Public Health 3C. 2
PG IOF44S
Improvement Permit
A building permit cannot be issued with only an Improvement Permit
PROPERTY LOCATION: 1546 GE0'Lre 9(tQ r2 LF -C-- ?D
ISSUED TO: pS' \ rive c. ';�)0016S � E U%Q SUBDIVISION LOT #
NEW ❑ REPAIR ❑ EKPANSIOt Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: F7� e.Tcog" Lti0 xaco'
Proposed Wastewater System Type: Pv crap l w QL-'7r eX0 VOTI ray
Projected Daily Flow: 16'-75 GPD(t40,4 vs-b-sa "'J"EV) Sysr@�
Number of bedrooms: Number of Occupants: 6'� max
Basement ❑yes 'C No
Pump Required:*Ves ❑ No ❑ May be required based on final location and elevations of facilities
Type of Water Supply: ❑ Community X Public ❑ Well Distance from well feet
Permit conditions: 'I6
Permit valid for: Five years
❑ No expiration
Authorized State Agent:: ��� �\ 51�Yi5 Date: -7151111 SEE ATTACHED SITE SKETCH
The issuance of this permit by the Health Department in no way guarantees she ce of other permits. The permit holder is resp nsible 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 Permitt
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 mel Systems shall be installed in accordane
with the attached system layout.
p a
ISSUED TO: �l*s ,gvUL. L7oo�G5 `EQy'P PROPERTY LOCATION: 5560 C--,r-oz6E PGsX� LE6 ' J
SUBDIVISION LOT #
Facility Type: �Ar oa 1 0* `a0� ❑ New X Expansion ❑ Repair
Basement? ❑ Yes No Basement Fixtures? F-1 Yes
QctMR \ iI ❑ NlQ6essElN
xyFo�nitial) Wastewater Flow: (wo)sus�6ia oGPDType of Wastewater System*�vrn i \o�2
(See note below, if applicable ❑) syar A
C. (Repair) ;
Installation Requirements/Conditions Number of trenches C
Septic Tank Size a9 00 gallons `e5''L Exact length of each trench feet Trench Spacing: q Feet on (enter
Pump Tank Size 'a'0 gallons Trenches shall be installed on contour at a Soil Cover. C inches
Maximum Trench Depth of: S '% 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: fL TDH vs. GPM Co inches below pipe
Ssg q—,.s,s aiv G,. o.si v c 'VQ,,,,E S'(mTG Aggregate Depth: a inches above pipe
Conditions: _ Se6N1t;i, w6j Qm.oposva-mea,, siliF C. , ) eaS CALti w Ty ra.2•y Qv61.sao,5 1 moi. inches total
PwL, 02 \ m �evSZc,L P1 -'r' ON' INg'o"a-L&, ntly' YSPNE Ceo-sof USA ry Cc QS 9MM IK Iv ))A
in
WATER LINES (INCLUDING IRRIGATION) MUST BE LOFT. FROM ANY PART OF SEPTIC SYSTEM OR REPAIR AREA. Mcb- P't C' INC Fcry Vs rai,;Ni-
No UTILITIES ALLOWED IN INITIAL OR REPAIR DRAIN FIELD AREA.
L-s.ae. 2evsc. Atu>S�ad+�N�2s�
If applicable / undemand the system type specified it diherent from the type specified an the app/icatim.. / accept the speuh'catioac of this permit. G "
Owner/Legal Representative Signature: Date:
This construction Authorization is —1111"z -
u 1 vocation if the site plan, plat or the mounded use changes. The Construction Authorization shall not be transferred when there is a change in ownership of the site. This
construction Authorization }s=ubjett m cantpliw(`wit ovisions of the laws and Rules for Sewage Treatment and Disposal and in the conditions of this permit. SEE ATTACHED SITE SKETCH
Authorized State Agent: ��� ��� rat. Date:
Construction Authorization Expiration Date: _)
94 a o� S
HAL OWEN & ASSOCIATES, INC.
Comprehensive Soil Investigation and Septic System Design
JPF Properties LLC Property; PIN 1537-17-7973
27 December 2017
Figure 1. Soil Map showing Septic Suitability
Soil Science Investigations 0 Wetland Delineations, Permitting, and Consulting
B.M.E.
@ EIP
Pc 30C -is
HAL OWEN & ASSOCIATES, INC.
Comprehensive Soil Investigation and Septic System Design
JPF Properties LLC Property; PIN 1537-17-7973
27 December 2017
Figure 2. Septic System Layout
from Pump Tank
TWetlands
Dirt Path
Scale 1 in = 100 ft
Distances are paced
and approximate
I
0
Design Flow = 1016 gallons per day
Lines flaaced at site on 9 -ft centers
Line#
Color
Relative
Elevation (ft)
Drainline
Length(ft)
1
R
102 05
141
2
Y
101 91
141
3
ell,
101 74
141
4
R
101 58
141
5
Y
10148
141
6
B
101 28
141
7
V-11
100 98
141
8
R
100 80
141
9
Y
100 57
141
10
B
100 50
141
11
V!
100 29
141
12
R100
09
141
Pum
Tank:
Benchmark 1
100.00
Initial System
Pressure Manifold to 6 X 141 -ft (X 3 -ft)
dye<b"� C-anve#ieaandrain [in es (Lines 7-12)
Installed on contour at 18 inches
LTAR 0.4 galldaylsgft
Repair System
oP;-i) Pressure Manifold to 6 X 141 -ft (X 3 -ft)
a.G°' S.oa.uaa>:ieita4drain lines (Lines 1-6)
Installed on contour at 18 inches
LTAR 0.4 gal/daylsgft
'drainlines must be at least 9ft on center
and 10ft from property lines.
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
rooiG
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V %OS76
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HAL OWEN & ASSOCIATES, INC.
Comprehensive Soil Investigation and Septic System Design
JPF Properties LLC Property; PIN 1537-17-7973
27 December 2017
PRESSURE MANIFOLD DESIGN CRIJER.1A
Ncd "C41 ,act+
L"C(M ow t62MY%
Line
Number
Line
Color
Elevation
Drainline
Length(ft)
Tap Sizer
Schedule
Flow.4ap
(gpml
gpolft
LTAR
(gpd..sgft)
7
w
100 96
141
314"sch 40
1250
1201
0.400
B
R
10020
141
314"sch 40
1250
1201
0400
9
Y
100.57
141
3±4"sch 40
12.50
1201
0.400
10
B
100.50
141
314"sch 40
12.50
1201
0.400
11
01'
10029
141
39"sch 40
1260
1201
0 400
12
R
100 09
141
314 "sch 40
1260
1201
0 400
Total Drainline= 646 Total Flow= 75 00
Pressure
Head (ft)= 2 Target LTAR' (gpolsfl= 040 LTAR + 5% 0.42
Daily Flow= 1016 Total Flow (gpm)= 75.00 DailyPRTtminj= 13.55
Dose Vol= 41433 gallons w'1 Pipe Vol @% 75 Dose PRT (min}= 5.52
MANIFOLD DIAGRAM=
Tap# 1 2
Size _ZA sch 4C '-4'sch 40
flow (gpmj 12.SD 1250
Line Length
3 4
4' SCH 40 PVC Manilcid
W so 40 114 8Ch 40
125C 12.50
141
5 6
1 40 ?4 .Ch 40
cC 12 5C
141 141
Soil Science Investigations 0 Wetland Delineations, Permitting, and Consulting
pG 5005
PPS Truck Bodies and Equipment
July 3, 2018
Page 2 of 2
Review of the information that was provided has been completed and an adjusted design daily flow of 15.7 gpd/employee,
which equates to a design daily flow of 1,052 gpd for sixty-seven (67) employees is conditional approved contingent on
the following:
1. No showers, floor drains, garbage disposals or grinders as well as no food preparation, HVAC or process
wastewater discharge into the wastewater treatment and disposal system;
2. Install an individual water meter or individual accurate wastewater flow measurement method or device on each
building;
3. There is no increase wastewater strength to levels above typical domestic strength wastewater; and
4. Chemical cleaners, solvents, petroleum products or any other potentially inhibitory/interfering substance are not
permitted for disposal into the wastewater system.
If you have any questions concerning these comments, you may contact me by phone at (919) 715-3270, by fax at (919)
715-3227, or by e-mail at Loma.Withrow@dhhs.nc.gov.
Sincerely,
Loma C. Withrow, PE
On -Site Wastewater Engineering
cc: Scott Greene, LSS —On -Site Water Protection