IPACHTE# / -`5 - r0-35 Harnett County Department of Public Health
hDrovement Permit 26340
A building permit cannot be issued with only an Improvement Permit
® PROPERTY LOCATION: 02 t"4-
ISSUED T0: "s ~ iRa e e G T ,s` <2 uIRDIVISIDN C.. C-/_re C.rv I U 1k 2
NEW V REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: 0 t,b n C
Proposed Wastewater System Type: arr. W el' f-
Projected Daily Flow: 15 C GPD
Number of bedrooms: C/ Number of Occupants: max
Basement ❑Yes CICO
Pump Required: ❑Yes G No ❑ Ma be required based on final location and elevations of facilities
Type of Water Supply: El Community Public ❑ Well Distance from well feet Permit valid for: ETFive years
Permit conditions: ❑ No expiration
Authorized State Agent:: /Z 2-ej,'J~ G""eaq Date: V Ad /,.cll SEE ATTACHED SITE SKETCH
The issuance of this permit by the With Department in no way guarantees 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, .1 9S2, .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 T0: c PROPERTY LOCATION: UJc-J
SUBDIVISION 1-C--f o1~,c, C" c e'~IA LOT # ~
Facility Type: ~FID 2/'New ❑ Expansion ❑ Repair
Basement? ❑ Yes ❑ No Basement Fixtures? ❑ Yes ❑ No
Type of Wastewater System** , ZNv i&z( vc-k m,l S (Initial) Wastewater Flow: GPD
(See note below, if applicable
s2zr~' Af cf (Repair)
Installation Requirements/Conditions Number of trenches /
Septic Tank Size Q gallons Exact length of each trench feet
Pump Tank Size gallons Trenches shall be installed on contour at a
Maximum Trench Depth of: -Z 4/ inches
(Trench bottoms shall be level to +/-1/4"
in all directions)
Pump Requirements: ft. TDH vs. GPM
CA s_e kc '0 .`o.r- k- '.'.I ri
/~t
Trench Spacing: l` Feet on Center
Soil Cover: inches
(Maximum soil cover shall not exceed
36" above the trench bottom)
inches below pipe
Aggregate Depth: inches above pipe
inches total
WATER LINES (INCLUDING IRRIGATION) MUST BE IOFT. FROM ANY PART OF SEPTIC SYSTEM Off REPAIR AREA.
NO UTILITIES ALLOWED IN INITIAL OR REPAIR DRAIN FIELD AREA.
**If applicable: l understand the system type specified is different from the type specified 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. l At Al IALHtU Sllt SKILILH
Authorized State Agent Date:
~C~
Construction Authorization Expiration Date:
HTE# %/`u~6~.~~7 ~ q
Permit # k V0
Harnett County Department of Public Health
Site Sketch
a .~al~u rr[~°t tw-~
0 74
Depart ncmt of Environment, Health and Natural Resources Sheet:
Divisiom of Environmental Health
On-Site Wastewater Section Property ID:
Lot
SOMSUIC'EVALUATION File M:
for nw-eir $ Code:
WAoTEWATEIL9YSTF14t
Owner. Applicant:
Address:.
Date Evaluated: `%'/tvzaIr
Proposed Facility:
Design Flow (.1949):
Property Size:
Locadou Site:
PfdO ty Recorded:
Water $upptp
0 9C Q UNdual Well
❑ Spdng
Evaluadcla Mc ha-
Type of
er Boring ❑ Pit
ps
w
age
e
❑ Industrial Process
Mixed.
P
R
O
P
I
1940
SOIL MORPHOL00Y
0771ER
~
e
Apr Horizon
.1941
PROFR$ lACTC
E Po~itIad De1R6
stop. K (Lt)
.1942.
.1941 .1941 3011
st
/
.
.1143
rucew
Canddem WCm ad
Tom Mtainlo Calor
sou
t2Y
f 7 c) - vu
G
L
36
= ~15L , sf
Z.f
A I
J
law Rapair syatm Other Factory (.1946k
s nay
043 site Cla+si8cation (.1948X p
Evahmted By f
others Present:
❑ other
1916 A.1941 J roCmi
Rpm Raatr Clai
aw Hads_ AiL'rm
l
HAL OWEN tab ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, 266 Old Coats Road
Lillington, NC 27546-0400
Phone (910) 893-8743 / Fax (910) 893-3594
www.halowensoil.com
13 July 2010
EJ Womack
Country Fair Homes
2516 Jefferson Davis Hwy
Sanford, NC 27332
Reference: Final Report for Comprehensive Soil Investigation
Richardson Property, Lot 2 (0.5 Acre) and Lot 3 (1.5 Acre)
NC PIN 9576-79-0503
Dear Mr. Womack,
A comprehensive soil investigation has been conducted at the above referenced property,
located on the eastern side of NC 27 W, Barbecue Township, Harnett County, North Carolina.
The purpose of the investigation was to determine the ability of Lot 2 to support a subsurface
sewage waste disposal system and repair area for a typical three-bedroom home, and to
determine the existence of a subsurface sewage waste disposal system on Lot 3 and to make
surface observations relative to its apparent operation. All soil ratings and determinations were
made in accordance with "Laws and Rules for Sewage Treatment and Disposal Systems, 15A
NCAC 18A .1900". It is our understanding that individual septic systems and public water
supplies will be utilized at this site. The maximum house footprint used for this evaluation was
40 X 70 feet.
Lot 2 is dominated by suitable and provisionally suitable soils for subsurface sewage
waste disposal. The suitable soils were observed in the northern portion of Lot 2, exhibited
friable loamy sand texture to greater than 36 inches, and appear adequate to support long term
acceptance rates of 0.6 to 0.8 gal/day/sgft. The provisionally suitable soils will adequately
function as sewage waste disposal sites but will require shallow drainline placement due soil
wetness conditions below thirty inches. The provisionally suitable soils were observed to be
friable loamy sands to greater than 30 inches and appear adequate to support long terra
acceptance rates of 0.6 to 0.8 gal/day/sgft. It appears that the soils on this lot are adequate to
support a conventional septic system and repair area for one residence. A pump could be needed
depending on the placement of the home.
Lot 3 has an existing residence with an existing septic system that appeared to be
functioning properly on the day of the investigation. This existing septic system appeared to be
located within any setback requirements for this property. The drainlines appear to end at about
the edge of the proposed access and utility easement. A soil investigation was conducted and it
appears that an adequate amount of provisionally suitable soil exists on this lot to 100 % repair
the system if it should fail.
HAL OWEN & ASSOCIATES, INC.
Lot 3 also contains an area that exhibits the characteristics of jurisdictional waters under
Section 404 of the Clean Water Act. All wetland determinations and delineations were made in
accordance with the 1987 US Army Corps of Engineers Wetland Delineation Manual. A
wetland area was observed on the property and is located in the southeastern corner. The
boundary of the wetland area was not delineated on the ground, but is approximately shown on
the attached map. It is apparent that the access easement is provided in order to meet a
regulatory requirement and will not actually be constructed or utilized. In the event that a road is
ever actually constructed in the easement, wetland impacts will likely be necessary and a permit
will be required from the appropriate regulatory agencies.
This soil investigation report and map, when provided to the Harnett County Health
Department, should allow them to sign the maps for recordation. 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.
CC: Mickey Bennett
Sincerely,
Hal Owen
Licensed Soil Scientist
HAL OWEN & ASSOCIATES, INC.
Final Report for Comprehensive Soil Investigation
Richardson Property, Lot 2 (0.5 Acre) and Lot 3 (1.5 Acre)
NC PIN 9576-79-0503
July 2010
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Soil Map Legend
Suitable and Provisionally
Suitable Soils
Potential Wetlands
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