IPACHTE# 1-- - 6,042- Harnett County Department of Public Health
Improvement Permit 2641 5
A building permit cannot be issued with only an Improvement Permit
PROPERTY LOCATION: I
ISSUED TQ"' C~~'~--'~ SUBDIVISION rZ~ 7- LOT #
NEW F REPAIR ❑ - EXPANSION ❑ Sit Improvements required prior to Construction Authorization Issuance:
Type of Structure: i'
Proposed Wastewater System Type: O
Projected Daily Flow: GPD
Number of bedrooms: Number of Occupants: Amax
Basement ❑Yes No
Pump Required: ❑Yes ❑ No /Xpublic e required based on final location and elevations of facilities
Type of Water Supply: ❑ Community F-1 Well Distance from well feet Permit valid for: Five years
Permit conditions: ❑ No expiration
Authorized State Ag Date: _ Z, Z SEE ATTACHED SITE SKETCH
The issuance of this permit by a ealth 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 a 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 T0: L~ C PROPERTY LOCATION: YA1S
SUBDIVISION / A/ CeA,74 LOT # 5-
Facility Type: [Er New ❑ Expansionr❑ Repair
Basement? ❑ Yes No Basement Fixtures? ❑ Yes D-No
Type of Wastewater System**APi /I~fpC 1 (Initial) Wastewater Flow: 600 GPD
(See note below, if applicable
(Repair)
Installation Requirements/Conditions Number of trenches
Septic Tank Size i 2 0-b gallons Exact length of each trench i feet Trench Spacing: Feet on Center
Pump Tank Size r L gallons Trenches shall be installed on contour at a Soil Cover: inches
Maximum Trench Depth of. 00"" 'r)imches (Maximum soil cover shall not exceed
(Trench bottoms shall be level to +/-I/4" 36" above the trench bottom)
in all directions)
Pump Requirements: ft. TDH vs. GPM
Conditions:
inches below pipe
Aggregate Depth: inches above pipe
inches total
WATER LINES (INCLUDING IRRIGATION) MAST 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:
Thit rnnrt,nrtinn Authnrivatinn is cuhiort to r-rntinn if the cito nlan nlat or the intandad use rhanuec The Cnmstructinn 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. SEE ATTACHED SITE SKETCH
1
Authorized State A Date: Z.-•- ZZ7-
61 it
Construction Authorization Expiration Date: 2., ~--7-r j C~
HTE# / 960 2-2- Permit # 216 y/
Harnett County Department of IN-iblic Health
Site Sketch
PROPERTY LOCATON:
ISSUED TO: A C, ZZ C- SUBDIVISION LOT #
ate: f
Authorized State A nt: IW4
%Ze. x
Department of Environment, Health and Natural Resources Sheet:
Division of Environmental Health Property 1D:
On-Site Wastewater Section Lot
SOMME .EVALUATION File A
for ON-SITE WASTEWATER 8Y8TEM Code:
Owner Applicant:
Address: Date Evaluated: z-1 a/
Proposed Facility: Design Flow (.1949): eon Property Size:
Lcntiolc of Site: Property Recorded:
Water Sapplijr; He' ❑ Individual ❑ Well ❑ Spring ❑ Other
Evaluadon Method: Auger Boring ❑ Pit 8. Cut
Type of Wastewater. sewage ❑ Industrial Process Mixed
P
R
O
F SOIL MORPHOLOGY OTHER
1 .1940 .1941 PROb7L6 FA~CTORs
L La ufmpe Heaizoe 1942
E Poaida , Daptb .1941 1941 Sail 143 .1936 .1944 ?mM*
4 Slope % (IL Str ftVW Coeahteaee weteeal Soil Sapre Re* clan
Texh" Minerelo Color 24. Claa Hair. R'LTAR
32
5
-f 13 Z L~ / L AXU
mss, ~oZ
„X02
6 VC,
2- 3& s~ `G! + r J~k
3z ,Z
Ce s`^ , P
mee gat.
1135,1
:?,5
r
Site CluMcation (.1948X ?S
Evaluated Br z7}
Others Prem ml: l/
r.: Central Carolina Soil Consulting, LLC
M S*uM White S&M
to Ww Forest, NC 27587
91
November 9, 2010
Project # 934
NC Custom Homes, LLC.
David Dozier
1508 Mycenae Plane
Fuquay-Vari na, NC 27526
RE: SoiUste evaluation and septic system layout on lot 5 in Regal Crest Subdivision, Harnett
County.
Dear Mr. Dozier.
Central Carolina Soil Consulting completed a soils evaluation and septic systesm layout per Your
request on lot 5 in Regal Crest subdivision to determine soil suitability for a 5-bedroom septic
system and repair area. The soil site evaluation was performed using hand auger 'bonngs, under
moist soil conditions, based on the criteria found in the State Subsur>hce Rules,l5ANCAC , 18A
.1900 "Laws and Rules for Sewage Treatment and Disposal Systems"- The soils on lot 5 in the
{ yard between the proposed house location and roughly 30-40' from the woods fine are
provisionally suitable for modified conventional type septic system and repair area for the
proposed 5-bedroom home utilinng Accepted Status Product with a 25% area reduction. Please
note that CCSC did layout enough proposed septic line to utilize a conventional stone draimrfield
if desired. The proposed primary system is a gravity system (Lines 2-4) requiring an 20" trench
bottom on contour. The soils in this area had a sandy loam surface over a sandy clay loam
subsoil suitable to at least 33-40"+ over the proposed drainfield area with a site LTAR of 035
galldaylft2. The repair area shall be a gravity septic system as well (lines 5-7) requiring a 20
trench bottom on contour. The soils were similar in the repair area to the soils in the proposed
primary septic field location with site L~ bfthe 0.35 Hamett yC=4 Health U • The area
and loading rate for this tot will be: b home sites, pools. garages and shall not be
for the proposed septic fields shall not be impacted by
mand eet the should
mechanically altered from the natural lay of the land during consttuc bon of t house
be fenced off to prevent compaction of the soil. The proposed pool seem to t the
required 15' minimum setback but the house & pool locations should be clearly staked pnor to a
site evaluation by the Harnett County Health Department.
This lot will require a detailed soils evaluation by the Harnett County Health Department prior to
issuance of any permits. Due to the subjective nature of the permitting process variability of natumally occurring soils, CCSC cannot guarantee that areas delineaand the
ted as suitable
for on-site wastewater disposal SYs will be permitted by the governing agency.
Please give me a call if you have any queWons.
Sincerely,
t.I" ---YaA
amwn Nall
NC Licensed Soil Scientist 1248
i 's
NC Custom Homes
Regal Crest Subdivision, Lot 5
5-Bedroom House 600 gaVday)
LINE # COLOR Im I I ff ELDAMN LM LENGTH Rahn LtWh
TBM 0.0 100.0 In field Igo
INST. I 100.0
1
orange
5.1
94.9
227
Not Used
2
Blue
5:7
94.3
235
150
3
Yellow
6.3
93.7
2$1
150
4
Red
6.8
912
250
150
5
Phd
7.4
926
251
ISO
6
orange
8.0
92.0
250
150
7
Blue
8.4
91.6
250
150
Tatat
a tin
Lines 2-4
System Type
Suggested Soil LTAR
(p]Jday/ftZ)
System installation LTAR
Total Une Length
Square Footage
proposed Trench Bottom
Accepted Status Product
EZ-Flow
0.35
0.33
450
1350
W,
Distribution Method
Notes:
Gravity to D-Box
1714 900
RMR&
Lines 5-7
Accepted Status Product
EZ-Flow
0.35
0.33
450
1350
20"
Gravity to D-Box