IPAC RHTE #� � - 32 61Z /Z Harnett County Department of Public Health 2785
Improvement Permit
A building permit cannot be issued with only an Improvement Permit
PROPERTY LOCATION: -5,-g- L"
ISSUED T0.-' C` Ark. " '" I SUBDIVISION` k LOT #
NEW F-1 REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: E -f S T- L-)
Proposed Wastewater System Ty e: 1511'
Projected Daily Flow: GPD
Number of bedrooms: Number of Occupants: 91 max
Basement ❑Yes Er No
Pump Required: ❑Yes ❑ No /Maybe required based on final location and elevations of facilities
Type of Water Supply: ❑ Community Z Public ❑ Well Distance from well feet Permit valid for O Five years
Permit conditions: ❑ No expiration
Authorized State Agen{� rte._ -. -- Wiz' /./,ai,t�o� -- Date: SEE ATTACHED SITE SKETCH
The issuance of this permit by the e h Department in no way guarantees the issuance of other permits. The permit holder is responsible for checting with appropriate governing bodies in meeting their requirements. This
site is subject to revocation if e e 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, .195
with the attached system layout.
ISSUED T0: „, f s� c r'chl r
Facility Type: X'° ❑ New
Basement? ❑ Yes l No Basement Fixtures? ❑ Yes
Type of Wastewater System — 2 `5 ` 6 J-ZRts t c°,3
(See note below, if applicable ❑)
1, .1956. and .1959 are incorporated by references into this permit and shall be met. Systems shall be installed in accordance
PROPERTY LOCATION, .52. i 21 <��
SUBDIVISION aJ I- f ell., 16 LOT #
❑ Expansion ❑ Repair
No
tL5'V A (Initial) Wastewater Flow: ` ` GPD
;?`3% yz'-�1' C
Installation Requirements /Conditions Number of trenches
Septic Tank Size allons Exact length of each trench feet
Pump Tank Size gallons Trenches shall be installed on contour at a
Pump Requirements: ft. TDH vs.
Conditions:
Maximum Trench Depth of: inches
(Trench bottoms shall be level to +/ -1/4"
in all directions)
GPM
Trench Spacing: Feet on Center
Soil Cover: inches
(Maximum soil cover shall not exceed
36" above the trench bottom)
Aggregate Depth:
WATER LINES (INCLUDING IRRIGATION) MUST BE LOFT. FROM ANY PART OF SEPTIC SYSTEM OR REPAIR AREA.
NO UTILITIES ALLOWED IN INITIAL OR REPAIR DRAIN FIELD AREA.
inches below pipe
inches above pipe
L- inches total
* *If applicable: /understand the system type specified is different from the type speciped on the app /ication. / accept the specilcations 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. SEE ATTACHED SITE SKETCH
Authorized State Age Date: 7--4 -
Construction Authorization Expiration Date:
HTE#
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Permit # -2— 1 -- -�7 1 ._
Harnett County Depar[ment of Public Health
Site sketch
PROPERTY OSIOH N: -�)7, Z Z LOT #
ISSUED TO: L SUBDI &,) t4- E, I C",
Authorized State Agof Date:
rZ jQ ) I 'L j )v -5p AZrl 5 41
L OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, Lillington NC 27546 -0400
Phone (910) 893 -8743 / Fax (910) 893 -3594
www.hatowensoil.com
23 October 2013
Mrs. Mindy Frailey
269 English Springer Drive
Angier, NC 27501 -5001
Reference: Soil Investigation and Septic System Design
Lot 15 Quail Glen Subdivision
Dear Mrs. Frailey,
A site meeting was conducted with Mr. James Manhart of the Harnett County Health
Department, Onsite Wastewater Section, on October 16, 2013, for the above referenced property
which is located at 269 English Springer Drive in Harnett County, North Carolina. A backhoe
was used to dig pits for soil evaluation and to precisely locate the lowest existing drainline.
The purpose of the investigation was to design a subsurface sewage waste disposal
system and 100 % repair area for the existing four - bedroom home that would allow installation
of an in- ground swimming pool in the back yard. This lot utilizes a public water supply. All
ratings and determinations were - made in accordance with "Laws and Rules for Sewage
Treatment and Disposal Systems, 15A NCAC 18A .1900 ".This report represents my professional
opinion but does not guarantee or represent permit approval for any lot by the local Health
Department.
A copy of the Operation Permit was obtained from the Harnett County Department of
Public Health. This permit indicates the existing septic system is gravity driven using parallel
distribution to 360 linear feet (3 X 120ft) of 25% reduction type drainlines. The drainlines are
installed off-contour with step -downs within each line. The proposed pool location will impact
the existing septic system.
The existing septic system will need to be modified to accommodate the proposed pool
and to maintain regulatory setbacks. It is proposed that the initial 60 feet of the three existing
drainlines be abandoned and replaced by three new 60 -foot long drainlines. From the existing
septic tank, a new supply line will be run along the left property line past the proposed pool to a
new distribution box set above the existing system near the midpoint of the top drainline. The
distribution box will feed six 60 -foot long drainlines, as shown on the attached Septic System
Layout Design. Three proposed drainlines were flagged on nine -foot centers below the existing
drainlines. The first proposed drainline (blue pin flags) should be installed off - contour, with the
ditch depth at the right side property line starting at 24 inches below surface and shallow to 18
inches below surface near the tree line. The other two proposed drainlines should be installed on
contour with ditch depths at 24 inches below surface. The new drainlines would be 25%
Soil Science Investigations ® Wetland Delineations, Permitting, and Consulting
HAL OWEN & ASSOCIATES, INC.
reduction status (EZ Plow) drainlines. The pool basin shall not be within 15 feet of the septic
drainlines or distribution box.
The repair septic system is proposed as a gravity driven system using parallel distribution
to 360 linear feet (4 X 90ft) of 25% reduction type drainlines. The top two drainlines should be
installed on contour with trench depths 18 inches below surface. The bottom two lines should be
installed off - contour with trench depths starting at 18 inches below surface and deepening to 21
and 23 inches below surface at the terminal end. Although a backhoe pit in the area of the repair
system demonstrated gravelly sandy loam materials to greater than 42 inches below surface, a
higher application rate was not utilized with these plans. In addition, it appears that one
additional drainline ( -80 feet) could be placed between the left hand property line and the pool
and about 100 feet of serial distributed drainlines is also available in the front yard.
It is recommended that care be taken to preserve the life of your septic system. The
septic tank, pump tank, distribution device, and valve boxes should be kept accessible for
cleaning and adjustment. Your septic system should be inspected periodically and the septic
tank pumped out every 3 to 5 years by a professional contractor. Patch any gullies or
depressions that may form over the system immediately, maintain a uniform cover of grass, and
direct excess water (such as downspouts) away from the septic field. Practice water conservation
in the home, such as promptly repairing leaky fixtures and using washing machines and
dishwashers only when .full, to avoid overloading the septic system. Also, avoid disposing of
oils, fats, and grease into the septic system because they could clog drainlines and conveyance
pipes. A list of other useful suggestions is attached for your use.
This report and the attached septic system design information will need to be submitted to
the County Health Department for review and the permitting process. I appreciate the
opportunity to provide this service and hope to be allowed to assist you again in the future. If
you have any questions or need additional information, please contact me at your convenience.
soli. Soy
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OFNORTN GP
Sincerely,
Hal Owen
Licensed Soil Scientist
Soil Science Investigations . Wetland Delineations, Pennitting, and Consulting
HAL OWEN & ASSOCIATES, INC.
SEPTIC SYSTEM LAYOUT DESIGN
Applicant: Mindy Frailey Phone #:
mailing address: 269 English Springer Drive, Angier NC 27501
Site Address: 269 English Springer Drive, Angier NC 27501
P.I.N.: Subdivision: Ouail Glen Lot #: 15
# Bedrooms: 4 Daily Flow: 480 gpd LTAR: 0.44 gpd/s£
Initial System:
6 X 60ft 25% reduction drainlines
Installed off - contour
Lines flaned at site on 9 ft centers.
Repair System
4 X 90ft 25% reduction drainlines
Installed off-contour
Initial /
Repair
Line
#
Line
color
Drainline
Len h ft
Measured Field
Line Length(ft)
Relative Elevation(ft)
inlet end terminal end
Initial
1
60
60
EXISTING
Initial
2
60
60
EXISTING
Initial
3
60
60
EXISTING
Initial
4
B
60
60
97.59
96.92
Initial
5
R
60
60
96.92
96.62
Initial
6
W
60
60
96.20
96.20
Re air
5
B
90
97
95.63
95.63
Repair
6
R
90
96
95.15
95.15
Repair
7
Y
90
95
94.38
94.77
Repair
8
W
90
95
94.15
94.38
Benchmark =
100.00
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Soil Science Investigations * Wetland Delineations, Permitting, and Consulting