IPACHTE#1- - 7 Harnett County Department of Public Health
Im rovement Permit 2 6 5 2 9
A building permit cannot be issued with only an Improvement Permit
PROPERTY LOCATIO •
ISSUED TQ/ SUBDIVISION 6 LOT # J_
NEW REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: S
Proposed Wastewater System Type: / rfiTl
Projected Daily Flow. c 60 GPD
Number of bedrooms: Number of Occupants: max
Basement ❑Yes_,~- _ 1:1 No
Pump Required: El es ❑ No ❑ May be required b on final location and elevations of facilities
Type of Water Supply: ❑ Community 0 Public Ll Well Distance from well Qa feet
Permit valid for: Z /Five years
Permit conditions:
❑ No expiration
Authorized State Ag E Date: SEE ATTACHED SITE SKETCH
The issuance of this permit Health Department ~floway 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, .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: - r PROPERTY LOCAT ON:
SUBDIVISIONS LOT #
Facility Type: New ❑ Expansion ❑ Repair
Basement? ❑ Yes ❑ No Basement Fixtures? ❑ Yes ❑ No
Type of Wastewater System** Z;-b-'* ~T j (Initial) Wastewater Flow: % GPD
(See note below, if applicable
° ~,e V-0 Z51 P lair)
Installation Requirements/Conditions Number of trenches
Septic Tank Size _ t~ gallons 4,%'-Exact length of each trench 1:5 Z> a feet Trench Spacing: Feet on Center
Pump Tank Size '7 gallons 2600 Trenches shall be installed on contour at a Soil Cover:
~ inches
bt " f~~vae`'re- Maximum Trench Depth of. 2~ inches (Maximum soil cover shall not exceed
iZ.D i Je (Trench bottoms shall be level to I/4" 36" above the trench bottom)
in all directions)
Pump Requirements: ft. TDH vs. GPM C- inches below pipe
C Aggregate Depth: inches above pipe
Conditions: inches total
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.
**If applicable: I understand the ryrtem type rpecided is different from the type rpecired on the application. / accept the specidcationr 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 A t: Date: I >
Construction Authorization Expiration Date:
HTE# I'/- - ~ 5® Permit # cy 7
Harnett County ]Department of Public Health
Site Sketch
PROPERTY LOCATON: 55'
ISSUED T0: SUBDIVISION LOT #
Authorized State Age Zx Date:
H,c k-p- .
fq~>
_Ix
Department of Environment, Health and Natural Resources
Division of Environmental Health Sheet:
On-Site Wastewater Section Property ID:
Lot
SOIL/SITE EVALUATION File
for ON-SITE WASTEWATER SYSTEM Code:
Owner: Applicant:
Address: . P..,&e Date Evaluated:
Proposed Facility: 01:: Design Flow (.1949):)~64t Property Size:
Location of Site: Property Recorded:
Water Supply: ET-P-11licE3
Individual ell
Evaluation Method: Auger Bori ❑ Spring F1 Other
Type of Wastewater: ❑ In pit ❑ Cut
Sewage ❑ Industrial Process
❑ Mixed
P
R
O
F SOIL MORPHOLOGY
1
.1940
.1941
OTHER
L
Landscape
Horizon
PROFILE FACTORS
E
Position/
Depth
.1941
1941
.1942
#
Slope %
(In.)
.
Structure/ Consistence
Soil
Wetness/
.1943 .1956
.1944
Profile
Texture Mineralogy
Color
Soil Sapro
D th (IN
) C
Restr
estr
Class
.
lass
lass Horiz & LTAR
P, 32 ;L
G~`-u'NSnI
?Y `4:
J9 L y"_- 9- 7,_-,
t- 5 C. a !v ; (L
SL_
fG
Description
Available S ;
System T q
Site LTAR
1LLC~,
. 9L-
(91 /dw_
LL
Initial Repair
t
-5b
?i
c
I
Other Factors ( 1946):
Site Classification (.1948): 125*
Evaluated By:
Others Present:
- -?5 -
1 . 21
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P.O. Box 8321
Fayetteville, NO 28311
Phone/Fax (910) 822-4540
Email mike@southeastemso€I.com
August 16, 201.1
Mr. Freddie Stancil
466 Stancil. Road.
Angier, NC 27501
':u -
Re: Supplemental report for soil/site evaluation for subsurface waste disposal, portion of
Pointer Creep (Tract 3), off NC Hwy, 55, Harnett County, North Carolina
Dear Mr. Stancil,
A soil/site evaluation has been conducted on a portion of the aforementioned property.
The purpose of the investigation was to determine if soils were acceptable for a
subsurface waste disposal system to serve a proposed single family residence (8 bedroom
home). All ratings and determinations were made in accordance with "Laws and Rules
for Sanitary Sewage Collection, Treatment, and Disposal, 15A NCAC 18A. 1900".
At least one site was located on the tract containing soils that have provisionally suitable
properties exceeding 36 inches. The site essentially lies on a linear slope (2 - 4%)
landscape. Soil borings conducted in most of this area consisted of 12 or more inches of
loamy sand underlain by sandy clay loam extending to 36 or more inches. Soil wetness
and/or parent material (greater than 50%) was typically observed greater than 32 inches
below the soil surface. All other soil characteristics were either suitable or provisionally
suitable to at least 36 inches.
Based on soil borings and site conditions, the site would be designated provisionally
suitable for a shallow conventional subsurface waste disposal system (depending on
house location, may require the use of pumps, fill, innovative drainline, etc.). The site
contains enough provisionally suitable area, as required„ to allow for subsurface repairs
(may require systems mentioned). A map showing the approximate location of the site
accompanies this report (blue flagging in the field represents actual location). Nate: No
grading, rmtting or other soil disturbance can occur in this area prior to obtaininiz a
permit from the Harnett County Health Department Any Trading without a permit
can alter the t5ndings of this report.l
SOIUSITE EVALUATION ® SOIL PHYSICAL ANALYSIS , LAND USEISUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING - SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN
A design for this system type may be required by the county health department prior to
agency action (by SSEA; at separate expense to client).
TI-As report only represents my professional opinion as a licensed soil scientist. Permits
will only be granted if health department personnel concur with the findings of this
report.
Sincerely,
Mike Eaker
NC Licensed Soil Scientist
Ala D
c
r1 .
F
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Ar P.O. Box 8321
Fayetteville, NC 28311
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N62150'
N6210t°
N62050
N62000
Potential Septic Areas - Painter Creek (Tract 3)
Harnett County, C
US State Plane 13$3
North Carolina 3200 Scale 1:5,000 POINTER-3.SSF 3
NAD 1383 (Gonus) 600.0 811612011
`j .
GPS PathfLnder'Offlce
US Survey Feet
SOIUSITE EVALUATION SOIL PHYSICAL ANALYSIS + LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING + SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN