IPAC RRHTE# ��-=339s'G,2� Harnett County Department of Public Health 28403
Improvement Permit
A building permit cannot be issued with only an Improvement Permit
ISSUED TO V�L�t
��•tJ"�iruc
%e,
PROPERTY LOCATION: Iec'/ d.
SUBDIVISION f fc, +Qv1 Bcic� a
LOT #
NEW R
REPAIR ❑ ,
EXPANSION ❑
Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: J -Y 6 U
Proposed Wastewater System Type: P,
Projected Daily Flow:
3(Q 0
GPD
Number of bedrooms:
3
Number of Occupants:
C max
Basement ❑Yess0
No
Pump Required: QYes
❑ 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:
R1Five years
Permit conditions:
❑ No expiration
Authorized State Agent:: -4 /'Kz' o'-- , yJ Date: 6 /.Z z— If 2u l.r SEE ATTACHED SITE SKETCH
The issuance of this permit by tge Health Department in no way 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, .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: �.31`2V/LA A.l0 PROPERTY LOCATION: �oc`r,eCd
SUBDIVISION T� 44 i gee c1cc LOT # V51Facility Type: J'c ZNew El Expansion El Repair
Basement? ❑ Yes ❑ No Basement Fixtures? ❑ Yes ❑ No
Type of Wastewater System- P,, . 4-- �!'Yo �edvc� w JI11A r- (Initial) Wastewater Flow: J(Q c GPD
(See note below, if applicable ❑)
at'"?� ,,�e�.sL�.orn �f-�4'v�- (Repair)
Installation Requirements/Conditions Number of trenches
Septic Tank Size /00 o gallons
Pump Tank Size /c),00 gallons
Pump Requirements: ft. TDH vs.
Conditions:
Exact length of each trench 300 feet
Trenches shall be installed on contour at a
Maximum Trench Depth of: Id- ,� inches
(Trench bottoms shall be level to +/-1/4"
in all directions)
GPM
0,4 ''Q4 Co /tlly
P161
Trench Spacing: �_ Feet on Center
Soil Cover: inches
(Maximum soil cover shall not exceed
36" above the trench bottom)
inches below pipe
ate Depth: inches above pipe
—9( inches total
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.
**If applicable: /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 rhnnae in nwnar6in of rho city Thi,
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 Agent- A �c' Date: r- ,-2/",/J—
�C
Authorization Expiration Date: LL2 -a 2 o
Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
PhcrielFax (910) 822-4540
Email mike (a) south easte msoil. com
April 20, 2015
Harnett County Health Dept.
307 Cornelius Harnett Blvd.
Lillington, NC 27546
Re. Hydraulic conductivity (Ksat) analysis for subsurface waste disposal system (repair
area), Trotters Ridge Subdivision, Lot 44, Darley Ct., Harnett County, North Carolina
To whom it may concern,
An evaluation of soil and hydraulic conductivity (Ksat) has been conducted on the
aforementioned property. The purpose of the investigation was to determine soil
absorption rates for a proposed repair septic system to serve a 3 bedroom single family
residence. All ratings and determinations were made in accordance with "Laws and
Rules for Sanitary Sewage Collection, Treatment, and Disposal, 15A NCAC 18A .1900".
Soils in the proposed repair area consist of 12 to 16 inches of a very friable loamy sand
underlain by a firm sandy clay loam to 24 inches. Below 24 inches is a firm sandy clay
loam BC and C horizons [no evidence of soil wetness within 36 inches of the soil surface.
Any mottling was considered relic of a mineral deposition].
One compact constant head permearneter (CCHP) measurement was made to determine a
Ksat rate at a depth of 36 inches (C horizon). The measured Ksat rate was were 0.17
cm/hr. This equates to 1.00 gpd/sq. ft. Using 30% of the lowest Ksat measured equates
to 0.30 gpd/sq. 411. (acceptable allowance if using pretreatment).
The proposed repair system (ultra shallow conventional installed at grade with 6 inches
of soil cover) is based on a 0.30 gpd/sq. ft, conventional application rate which is
considerably less than the measured rate. The Ksat measured support a higher
application rate if needed, however, for the purposes of this proposal we will use a more
conservative figure.
SOIL/SITE EVALUATION - SOIL PHYSICAL ANALYSIS - LAND USE/SUBDIVISION PLANNING * WETLANDS
GROUNDWATER DRA"NAGE.'MOUNDIN(, - SURFACES -SUBSURFACE WASTE TRF --AD M,ENT SYS'$ EMS, EVALUAfION &DESIGN
SOUTHEASTERN SOIL & ENVIRONMENTAL ASSOC., INC,
PROPOSED SUBSURFACE WASTE DISPOSAL SYSTEM DETAIL SHEET
SUBDIVISION i-L,0CE
INITIAL SYSTEM
DISTRIBUTION
BENCHMARK
NO. BEDROOMS 33
LINE FLAG COLOR ELEVATION
LOT
REPAIR
vi
DISTRIBUTION C
LOCATION X<- � Y
PROPOSED LTAR 0,
LENGTH {FT}
BY i-,
TYPICAL PROFILE
4..7-
�,a
I
DATE
Yr /14A)(
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-?*' 1kc-ed7- 114(4-1 6AA-4-t- XlWr-e
Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone'Fax (910) 822-4540
Email YT,,.ek�C,�southeasterns,,,)il.corTi
ep.-l'-saip
(-.A y4p
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SaL/SITE EVALUATION - SOIL PHYSICAL ANALYSIS - LAND USE/SUBDIVISION PLANNING - WETLANDS
GROUNDWATER DRAINAGE/MOUNDING - SURFAC E/SUBSU R FACE WASTE THEATMENT SYSTEM9, EVALUATION & DLSIGN