IPACHTE# Harnett County Department o Public Health
Improvement Permit 2 6 9 7 0
A building permit cannot be issued with only an Improvement Permit
p PROPERTY LOCATION: ,30Z00 j
ISSUED T0: M)r 60%4 A0 SUBDIVISION GwEat S LOT #
NEW REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: Y\J mg-T c /o &_-Q \JM 10 W
Proposed Wastewater System Type: 'VQ n L~L7
Projected Daily Flow: GPD
Number of bedrooms: 3 Number of Occupants: (Q1 max
Basement ❑Yes ~K No
Pump Required:>'es ❑ No ❑ May be required based on final location and elevations of facilities
Type of Water Supply: ❑ Community Public ❑ Well Distance from well 1®0 feet Permit valid for. ive years
Permit conditions: ❑ No expiration
Authorized State Agent:: Date: 3 1GI 1Z SEE ATTACHED SITE SKETCH
The issuance of this permit by the Health Department in no way guarantees the issuance of o r~permits. The permit holder is sponsible 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, .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 TO: Ga2.7 a\r~so~ 1~Oc~CS PROPERTY LOCATION: CJ(„~y\b5
SUBDIVISION GWGN O*.V
S LOT # '9,
Facility Type: X New ❑ Expansion ❑ Repair
Basement? ❑ Yes No Basement Fixtures? E]Wes XNo
Type of Wastewater System** pv c q Q S_01.1 - vc- N 0 ri (Initial) Wastewater Flow: 30 GPD
(See note below, if applicable
DfLNe, -(Repair)
Installation Requirements/Conditions Number of trenches 0
Septic Tank Size t 0 Q O gallons Exact length of each trench 2~ C feet Trench Spacing: Feet on Center
Pump Tank Size L 0(3Q) gallons Trenches shall be installed on contour at a Soil Cover: Co inches
Maximum Trench Depth of: \a 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: ft. TDH vs. GPM inches below pipe
r Aggregate Depth: inches above pipe
Conditions: rcv~rsvn, ~a Of &14C-~ n,1GCS~(,~ Qv .2 yaF-Nc- Z
® d-, Mo1r E. o s~ ~erZ4 ~ `v- l v Oct- VN (1-VN\W 0 12NU- inches total
m
WATER LINES (INCLUDING IRRIGATION) MUST E IOFT. FROM ANY PART OF SEPTIC SYSTEM OR REPAIR AREA.
NO UTILITIES ALLOWED IN INITIAL OR REPAIR DRAIN FIELD AREA.
**If applicable: l understand the system type specifled is different from the type specified on the application. / accept the specifications of this permit,
Owner/Legal Representative Igna Date:
This Construction Authorization is subject to revocation if t n, 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 c compliance wit' ro and Rules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH
Authorized State Agent:
Date: 3
n Expiration Date: " 3 aC
HTE# Permit # 9-1 0
H(arnett County . Department of Public - e(a th
Site Sketch
2,Oj ,
)V0,
e !
Department of Environment, Health and Natural Resources
Division of Environmental Health Sheet:
On-Site Wastewater Section Property ID:
Lot
SOIL/SITE EVALUATION Cod
for ON-SITE WASTEWATER SYSTEM Code:
Owner: Applicant:
Address: Date Evaluated:
Proposed Facility: :3 -C Design Flow (.1949): 3 ~J cD: Q'~ Property
Location of Site: Property Recorded: Size:
Water Supply: A Public❑ Individual ❑ Well
Evaluation Method Aug Bortng ❑ Sprang ❑ Other
Type of Wastewater: ❑ pit ❑ Cut
Sewage ❑ Industrial Process
❑ Mixed
P
R
O
F SOIL MORPHOLOGY
I .1940 .1941 OTHER
L Landscape Horizon PROFILE FACTORS
E Position( Depth .1941 .1942
# Slo e % .1941 Soil
p e Structure/ Consistence Wetness/ Soil 3 .1956 .1944 Profile
Texture Mineralo Color D IN Sapro Restr Class
Class Horiz & LTAR
Vc) ss) ' )CJ~2 "7l~ ~j~
P~
. ~t
Cy
.3
Vs'
St, L '5
~s
Description Initial Repair System Other Factors (.1946):
S Ste Site Classification (.1948):
Available S ace .1945) 'ES 1 -4
S stein T e(s) drg~,~~ , Evaluated By: 0_\
Site LTAR 3 Others Present:----
P.O. Sox 9321
Fayetteville, NC 29311
Phone/Fax (910) 822-454o
Email mike0southeastemsoil.co€n
March 21, 2012
Harnett County Health Dept.
307 Cornelius Harnett Blvd_
Lillington, NC 27546
Re: Hydraulic conductivity (Ksat) analysis for pretreatment/drip irrigation subsurface
waste disposal system (repair area.), Gwen Oaks Subdivision, Lot 8, Tactical Drive,
Ilarnett County, North Carolina
To whom it may concern,
Soils in the proposed repair area consist of 8 to 10 inches of a friable loamy sand.
underlain by a ;firm sandy clay loam to 22 or more inches. Below 20 inches is a firth
sandy clay loam C horizon to 30 inches. Below 30 inches is a firm to very firm mixed
mottled sandy clay loam to sandy clay C horizon that extends to at least 48 inches.
The proposed repair system (drip irrigation with pretreatment) is based on a 0.10 gpd/sq.
ft. (drip rate; equates to 0.2 gpd/sq_ ft. conventional rate) application rate which is
considerably less than the measured rate. In fact, the proposed rate is only about 8% of
the slowest measured rate and should easily allow for sufficient drainage from the
SOIUSITE EVALUATION - SOIL PHYSICAL ANALYSIS « LAND USE/SU13DIVISIOEN PLANNING
GROUNDWATER DRAINAGE/MOUNDING 8 SURFAGEISUBSURFAGE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN
RO. Box 9321 -
Fayetteville, NC 28317
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E2}ie1F€ #Q} B22-4640
- Email mike (Psoutheas1emsod.com
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SOIUSITE EVALUATION 4 SOIL PHYSICAL ANALYSIS a LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING - SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN