IPACHTE#Va s~aa~ Harnett County Department of Public Health
hDrovement Permit 26962
A building permit cannot be issued with only an Improvement Pettit
PROPERTY LOCATION: G-le(4--75:5 1. v'ua2e-vA
ISSUED TO: - Q-3 C. SUBDIVISION C-lea-ESS go),rrf- LOT # a`B
NEW REPAIR ❑ EXPION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: '3F0
Proposed Wastewater System Type: a~~'fo REauc«o~ ~aysT"fin,
Projected Daily Flow: 2) G 0 GPD
Number of bedrooms: 3 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: ❑ Communityy Public ❑ Well Distance from well feet Permit valid for: Five years
Permit conditions: ❑ No expiration
Authorized State Agent:: 4-CNA5 Date: 3 4 `~1 `rte SEE ATTACHED SITE SKETCH
The issuance of this permit by the Health Department in no way guarantees the issuance ser 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
Reauired 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: ~oRr<oN ls.,C: PROPERTY LOCATION: C`IP2C 5 C-)--,Ua,CA1?D
SUBDIVISION C= Qg E5s c)>>ss"& LOT # ta.~
Facility Type: X( New ❑ Expansion ❑ Repair
Basement? ❑ Yes X No Basement Fixtures? ❑ Yes No
Type of Wastewater System** uCx ~ 0" 5-Y ' C sn
(See note below, if applicable
Dri;,Q )i Q.tL, GSA71N (Repair)
Installation Requirements/Conditions Number of trenches 1
Septic Tank Size t 0b10 gallons Exact length of each trench feet
Pump Tank Size gallons Trenches shall be installed on contour at a
Maximum Trench Depth of: `1" inches
(Trench bottoms shall be level to +/-1/4"
in all directions)
Pump Requirements: ft. TDH vs. GPM
Conditions:
(Initial) Wastewater Flow: - 1bP GPD
Trench Spacing: T~ 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
MATER 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 di/ferent from the type specified on the application, / accept the specifications of this permit.
Owner/Legal Representative Signature: Date:
This Construction Authorization is subject to re if the site Ian, 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 Authorizationn1~ssh c( to compliance t ns the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH
Authorized State Agent: , -'raS Date: -31`s
14 ons ction Authorization Expiration Date:
HTE# Permit #
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Department of Environment, Health and Natural Resources
Division of Environmental Health
On-Site Wastewater Section
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
Owner: Applicant:
Address: Date Evaluated:
Proposed Facility: C-QQ~3 o Design Flow (.1949):5 GO
Location of Site: Property Recorded:
Water Supply: Public❑ Individual ❑ Well
Evaluation Methodb" Auger B ring ❑ Pit ❑ Cut
Type of Wastewater: Sewage ❑ Industrial Process
Sheet:
Property ID:
Lot
File
Code:
Property Size:
❑ Spring
❑ Mixed
❑ Other
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1940
SOIL MORPHOLOGY
OTHER
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Landscape Horizon
.1941
PROFILE FACTORS
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#
Position/
Slope %
Depth .1941
(In.) Structure/
.1941
Consistence
.1942
Soil
Wetness
_
1943 .1956
1944 Profile
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Texture
Mineralo
Color
D th Soil
Class
Hriz oliz Class
& LTAR
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Description
Initial t pair System
Other Factors (.1946):
Available S ace .1945)
S st m
Site Classification (.1948):
y S
S stein T e(s)
Site LTAR
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Evaluated B
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Others Present:
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P,O. Box 9321
Fayetteville, NC 28319
Phone/Fax (910) 822-45403
Email mike@southeastemsoil.com
March 14, 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), Cypress Pointe Subdivision, Lot 28, Honey Brook
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 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".
Soils in the proposed repair area consist of 8 to 16 inches of a friable loamy sand (2.5Y
5/3) underlain by a firm sandy clay loam to 19 inches (2.5Y 6/4). Below 19 inches is a
firm sandy clay loam. BC horizon [2.5Y 6/4 with many prominent mottles (2.5Y 6/3)].
This horizon extends to 23 inches. Below 23 inches is a firm to very firm mixed mottled
sandy clay loam to sandy clay C horizon (2.5Y 6/4, 2.5YR 518 and 10YR 6/2) that
extends to at least 48 inches. [Note: Some chroma 2 mottling was noted at 18 inches in
other borings.]
Three compact constant head permeameter (CCHP) measurements were made to
determine a Ksat rate at depths of 23 to 39 inches (BC and C horizons). Measured Ksat
rates were 0.302, 4.447 and 0.223 cm/hr (see attached chart). This equates to 1.779,
2.633 and 1.31 gpd/sq. ft- Using 10%0 of the lowest Ksat measured (C horizon) equates to
0.131 gpd/sq. ft. (typical for domestic disposal without pretreatment)- Using pretreatment
typically allows application rates to be increased up to 100 percent (or 0.262 gpd/sq. ft.).
The proposed repair system. (drip irrigation with pretreatment) is based on a 0.14 gpd/sq.
it. (drip rate? equates to 0.2 gpd/sq. fL conventional rata) application rate which is
considerably less than the measured rate. In fact, the proposed rate is only about 8%0 of
the slowest measured rate and should easily allow for sufficient drainage from the
SOIUSITE EVALUATION a SOIL PHYSICAL ANALYSIS a LAND USE(SUSDIVISION PLANNING
GROUNDWATER DRAINAGEIMOUNDING a SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN
proposed repair system. The Ksat measurements support a higher application rate if
needed, however, for the purposes of a preliminary proposal we will use the more
conservative figure.
The system sizing is as follows:
360 gpd @ 0.10 gpdfsq. ft. = 3600 sgft
3600 sgft 12 =1800 linear feet of chip line spaced on 2 foot centers.
Area available for drip field = 7000 sgft_
It is imperative that no grading, rutting, etc. occur in the area of the proposed drip field
(see map). I trust this is the information required at this time. Please call if you have any
questions.
Sincerely,
Mike Eaker
President
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US Survey Feet a
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P.O. Box 9321
Fayetteville, NC 28311
E195W50
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Email mikegsoutheastemsoll.com
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SOIL/SITE EVALUATION m SOIL PHYSICAL ANALYSIS a LAND USE(SUBDIVISION PLANNING
nPOUNOWATER GRAINAGEIMOUNDING * SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN
P.O. Box 9321
Fayetteville, NC 28311
PhorWFax (910) 822-4544
Email mike@southeastemsoil.oom
ensured at Rates, Cypress Pointe, Lot 28, Harnett Counter, C
at
at
Location
DepLh-
cm/hr
d/ ft
1
24
0.302
1.779
38
0.447
2.633
39
0.223
1.313
SOIL/SiTE EVALUATION v SOIL PHYSICAL ANALYSIS * LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING $ SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN