IPAC RHTE # J��sR Harnett County Department of Public Health 28189
Improvement Permit
A building permit cannot be issued with only an Improvement Permit
�'
`` PROPERTY LOCATION: �o z Lo2ca Qon,o
ISSUED TO: CR�
UT'(NG.%�s SvQ 1`tQMGs ING SUBDIVISION oo;�S LOT #
NEWX REPAIR I� EPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: S� (G"
Proposed Wastewater System Type: ' .S iC) V—C-�b Nv e.t �JYS n
Projected Daily Flow: GPD
Number of bedrooms: Number of Occupants: max
Basement [--]Yes No
Pump Required: []Yes �<No ❑ May be required based on final location and elevations of facilities
Type of Water Supply: ❑ Community Public ❑ Well Distance from well i®U feet Permit valid for.'Five years
Permit conditions: ❑ o expiration
Authorized State Agent:: ���\\�`�C?�\ � Date: IS SEE ATTACHED SITE SKETCH
The issuance of this permit by the Health Department in no way guarantees the issuances her 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 it 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: clil(n"�'LIL-PN-tp PROPERTY LOCATION: ��t �–ra s P\D
/ SUBDIVISION \A00,05 LOT # 175
Facility Type: 1��� New ❑ Expansion ❑ Repair
Basement? ❑ Yes X No Basement Fixtures? ❑ Yes --�o
Type of Wastewater System** 2)5'/o Q<:` )o .cy G'v5'S' Cts (Initial) Wastewater Flow: 34 0 GPD
(See note below, if applicable ❑)
\ ��cic�czi<�(Repair
Installation Requirements/Conditions Number of trenches 1
Septic Tank Size 1000 gallons Exact length of each trench X00 feet Trench Spacing: c— Feet on Center
Pump Tank Size gallons Trenches shall be installed on contour at a Soil Cover: G inches
Maximum Trench Depth of. ��), 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
Aggregate Depth: inches above pipe
Conditions: D � ' 62-s t�'X z --L- � vQ41>.� cW f DO Go= y > inches total
WATER LINES (INCLUDING IRRIGATION) MUST BE 1OFT. 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 su ' ct 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 ownershia of the site. This
Construction Authorization is subject to comt� ions of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH
Authorized State Agent: Date: 3) n
o ction Authorization Expiration Date:
HTE # )I Li - 5 - 3'-T (-- � Permit # al ) � )
Harnett County Department of Public Health
Site Sketch
PROPERTY LOCATON: Zo
ISSUED TO: �r4c, SUBDIVISION e5�L-��2 'YAC 00S LOT #
Authorized State Agent 1�00"��. Date: A 1-0
0
Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax (910) 822-4540
Email ii�iket,ysoutheasternsoil.c�)m
February 4, 2015
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), Ballard Woods Subdivision, Lot 145, Gwendolyn
Way, Harnett County, North Carolina
To whom it may concerti,
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 pretreatment/drip irrigation 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".
Original soils in the proposed repair area were graded/cut (approximately 6 inches based
on trees left in the area). The remaining soil profile consist of 0 to 6 inches of a friable
loamy sand underlain by a firm sticky and plastic sandy clay loam extending to 18 to 22
inches. Below this is a firm sandy clay loam and/or sandy loam BC horizon with
massive structure. This horizon extends to approximately 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. This layer also contained lenses and pockets of sandy loam.
Two compact constant head perineameter (CCHP) measurements were made to
determine a Ksat rate at depths of 26 and 36 inches (BC and C horizons). Measured
Ksat rates were 0.169 and 0.133 cmfl-ff. The lowest measured rate equates to 0.78
gpd/sq. ft. Using 10% of the lowest Ksat measured (C horizon) equates to 0.078 gpd/sq.
ft. (typical for domestic disposal without pretreatment). Using pretreatment typically
allows application rates to be increased up to 100 percent (or 0.156 gpd/sq. ft.).
The proposed repair system (drip irri,,gation 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. Based on our measurements, this rate and
should allow for sufficient drainage from the proposed repair system.
SOIL. ;ITE EVALUATION - SOIL PHYSIC A!- ANALYSIS 4 LAW USE'S",13CIVISION PLANNING - WETLANDS
GROUNDWATER DRAINAGE. -1VIOUNDING - SU7iFACf7"'-,,UESURFACE WASTE TF,1LATMENT SYSTEPMS, EVA'-UATION & DESIGN'
The system sizing is as follows:
360 gpd (a` 0.10 gpd/sq. -ft. = 3600 s+ft
3600 sq.ft /2) = 1800 linear feet of drip tine spaced on —2 foot centers.
Area available for drip field �, +/- 10,000 sqft,
It is imperative that no additional grading, rutting, de. occur In the area of the proposed
drip field (see map). I trust this is the information required at this time.
As with any evaluation/desigm, this report does not guarantee that a septic system will
function for any specific le ngth of time. Please call if you 1-tave
any questions.
Sincerely,
f
Mike Eaker
President
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SOUTHEASTERN SOIL & ENVIRONMENTAL ASSOC,, INC,
PROPOSED SUBSURFACE WASTE DISPOSAL SYSTEM DETAIL SHEET
SUBDIVISION 6ALLA" Wc>opj LOT
INITIAL SYSTEM Peppw&
REPAIR
DISTRIBUTION 5E -PA -'-
BENCHMARK
NO. BEDROOMS
LINE FLAG COLOR ELEVATION
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DISTRIBUTION
LOCATION 11- C
PROPOSED LTAR 013
LENGTH (FT)
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TYPICAL PROFILE
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