IPAC RRHTE#15 5•_T7YL�SRQ Harnett County Department of Public Health 28764
Improvement Permit 6tT
A building permit cannot be issued with only an Improvement Permit
C PROPERTY LOCATION: 0—n s _P1,
ISSUED TO: w�sv<a- SC-Ati "IN G SUBDIVISION 1(LoFntcl L—,,VF LOT #
NEW);' REPAIR ❑ ')EXPANSION 11 Site Improvements required prior to Construction Authorization Issuance:
U
Type of Structure: SF9 QA-fKd/
Proposed Wastewater System Type: Vu M o 10 S a -AV c t1d 3
Projected Daily Flow: GPD
Number of bedrooms:Number of Occupants: _max
Basement ❑Yes *,
Pump Required, es ❑ No ❑ May be required based on final location and elevations of facilities
Type of Water Supply: ❑ Community "X Public ❑ Well Distance from well L n d feet Permit valid for. Five years
Permit conditions: ❑ No expiration
Authorized State Agent: '\ Hs5 Date: 1i +e 1 b SEE ATTACHED SITE SKETCH
The issuance of this permit by the Health Department in no way guarantees the issuance ¢mons. The permit hold¢ is re onsible for checking with appropriate governing bodies in meeting their requirement. This
site is subject to revocation if the site plan, plat or the intended use changes. The Improvement hall 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 Permjt)
The construction and insulation requirements of Rules .1958, .1957, .1954, .1955, .1956, .1957, .1958. and .1959 are incorporated by refermas into this permit and shall be met. Systems shall be insmlkd in accordance
with the attached system layout.
ISSUED TO: �o v -S PROPERTY LOCATION: o CIS 1D
Facility Type: `�SUBDIVISION %oST6nb LVEF LOT # 3'6
�p CLa1 XTP 8 New ❑ Expansion ❑ Repair
Basement? ❑ Yes � No Basement Fixtures? ❑ Yes No
Type of Wastewater System" 9V m? `To UIiC � 0 N (Initial) Wastewater Flow: a.40 GPD
(See note below, if applicable ❑)`\
y.Jct��P ;� (Repair)
Installation Requirements/Conditions Number of trenches I
Septic Tank Size 1-00 o gallons Exact length of each trench 1 Sb feet Trench Spacing: Feet on Center
Pump Tank Size 4 00 0 gallons Trenches shall be installed on contour at a Soil Cover. 6— T inches
Maximum Trench Depth of.. 1 ---"0 inches (Maximum soil cover shall not exceed
(Trench bottoms shall be level to +/.I/4" r\ 36" above the trench bottom)
in all directions)
Pump Requirements: h. TON vs. GPM
sEE QQ09o5AL
Aggregate Depth:
Conditions: SSC— m5
WATER LINES (INCLUDING IRRIGATION) MUST BE IOFT. 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
inches total
"If applicable: / ondevtand the ryrtem rype rpeci6ed iu different from the type specified on the app/ication. / accept the rpeci6cationr of thiJ permit
Owner/legal
Commission Authorization is
plat or the intended use changes. The Construction Authorization shall not be transferred when
of the laws and Rules for Sewage Treatment and Disposal and in the conditions of this permit
Authorized State Agent: :�-`w N5 Date: 3 PA 16
Authorization Expiration Date:
Date:
is a change in ownership of the site. This
SEE ATTACHED SITE SKETCH
HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, Lillington NC 27546-0400
Phone (910) 893-8743 / Fax (910) 893-3594
www.halowensoil.com
26 October 2015
Mr. Bert Kymalainen
South -Scan Development
3128 Gold Dust Lane
Willow Spring, NC 27592
Reference: Septic System Design
Lot B (0.462 Acre) Fox Run Subdivision Phase III
Dear Mr. Kymalainen,
A site investigation has been conducted at the above referenced property which is located
on Jockey Ridge in the Barbecue Township of Harnett County, North Carolina. The purpose of
the investigation was to determine the ability of this lot to support a subsurface sewage waste
disposal system and 100 % repair area for a two-bedroom home. Public water supplies are
available for use at this lot. This report represents my professional opinion but does not
guarantee or represent permit approval for any lot by the local Health Department. The permit
you receive from the Health Department may contain some modifications or amendments to our
submitted design. Please carefully review your permit and adhere to all prescribed requirements.
The initial septic system is proposed as 150 linear feet of accepted drainlines (EZ Flow or
chamber) utilizing the 25% reduction in drainline length with a long term application rate of 0.4
gal/day/ft2. Effluent should be pumped to a distribution box and then serial distribute into three
lines with step-downs between the lines. The first drainline should be installed off -contour with
the trench depth starting at 30 inches below surface. The first line will run parallel to the
property line for ten feet, shallowing to an 18 inch trench depth, then turn and run on contour for
another 25 feet. The second drainline should be installed on contour with trench depths at 18 to
24 inches below surface. The third drainline should be installed ultra shallow at 12 inches below
surface. A six inch soil cap will need to be added to completely cover the third drainline.
The repair septic system is proposed as a subsurface drip system utilizing a long term
acceptance rate of 0.15 gal/day/ft2. The soils were observed to be Group III soils (sandy clay
loams) to greater than 18 inches below surface, which allows for an anaerobic (septic tank
treatment only) drip system to be installed without requiring a special site evaluation (ie
hydraulic conductivity testing). The designated repair area is approximately 2200 square feet—
more than the required 1600 square foot minimum—to allow for spreading contours or other
irregularities that may arise during installation.
Potential septic system drainlines have been demonstrated with various colored pin flags
that are located on the lot. It is important that you do not disturb the septic system area. It is
recommended that a staked line or protective fence be placed around the system prior to
construction to eliminate any potential damage to the soil or the layout of the system.
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
pA-b 3 of
HAL OWEN & ASSOCIATES, INC.
This report and the attached septic system design information has been forwarded to Mr.
Oliver Tolksdorf at The Harnett 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.
Sincerely,
Hal Owen
Licensed Soil Scientist
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
Pl:�6E of Li
HAL OWEN & ASSOCIATES, INC.
Final Report for Comprehensive Soil Investigation
Lot 34A (0.705 Acre) and 34B (0.462 Acre) Fox Run Subdivision Phase III
2 September 2014
Scale 1 in = 50 ft
Drainlfield Snecs
Soil Map
W
' yoFt
r
�!- \ t
1-75.04
7, ` O
1f?
Drainlines shall be installed at least 9ft on center and at least 1 Ott from property lines.
Septic and Pump tanks shall be at least 5ft from house and at least l Oft from property lines.
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
Relative Elevations (ft)
Line#
Color
Length
REI
RE2 RE3
L1
Yellow
35
95.44
94,46 94.46
L2
Red
45
93.12
91.82
L3
Blue
70
91.82
Benchmark: Aluminum Pie
100.00
Drainlines shall be installed at least 9ft on center and at least 1 Ott from property lines.
Septic and Pump tanks shall be at least 5ft from house and at least l Oft from property lines.
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting