IPACHTE# /U - S- 2q,1411 Harnett County Department of Public Health 2 0 5 2
Improvement Permit
A building permit cannot be issued with only an Improvement Permit
` PROPERTY LOCATION:.J'K /y/,t gir
~
ISSUED TO: /u . C C US i 6k /7, SUBDIVISION /,,r-1 (tea LOT # G
NEW C~ REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: SF-'b
Proposed Wastewater System T pe:ZS°✓d IIIDI)MrnZ C1 e_ef
Projected Daily Flow: yD GPD
Number of bedrooms: y Number of Occupants: max
Basement ❑Yes FN o
Pump Required: ❑Yes ❑ No Q be required based on final location and elevations of facilities
Type of Water Supply: ❑ Community MaPublic ❑ Well Distance from well feet
Permit conditions: 4
Permit valid for le Five years
0- ❑ No expiration
Authorized State Agent:: 1Z~--~~Date: 6--3- 1,6 SEE ATTACHED SITE SKETCH
The issuance of this permit by 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 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, .1957, .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: OL/• PROPERTY LOCATION: -*6/'// S /7-cuv-cor- IZ 1
SUBDIVISION LOT # L
Facility Type: Cam( New - Expansion Repair
Basement? ❑ Yes No Basement Fixtures? ❑ Yes AND
Type of Wastewater System- ~a 12,6J'UGnd13 6 7-CA ~ -56- gJe_ (Initial) Wastewater Flow: y 0 GPD
(See note below, if applicable
.17
lle .A,,-ZAl4 Z% pair)
Installation Requirements/Conditions Number of trenches
Septic Tank Size /Loo gallons Exact length of each trench S~U feet Trench Spacing: Feet on Center
Pump Tank Size gallons Trenches shall be installed on contour at a Soil Cover. 4v inches
Maximum Trench Depth of. /9 "
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: Z inches above pipe
Conditions: / -L- Cam f L 1'L{~, /L inches total
**If applicable: /understand the fyrtem type speciTed it different from the type .rpeciTed nn the app/icatio~. /accept the .rpecifcationr of this permit
Owner/Legal Representative Signature: Date:
- r u r - "_...vu ua< umng- inc wmuuwun aumonzaaon snap not oe transierrea 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 Disoosal and to the rnnditinnc of rhk -it CFr ATTArurn CITE: CUM
Authorized State Agent C, /✓~,._..~l~"`" r`-~ Date: 4-3-10
Construction Authorization Expiration Date: 6 - s 1 5 -
HTE# 16-S - z yy6 y Permit # 0?4 d Sat
Harnett County Depa linent of ll'i blic Health
ite ketch
PROPERTY LOCATON: -t /q18 /Zue,~ i2f~
ISSUED TO: N C 605 SUBDIVISION 2.e" n~ LOT #
Authorized State A
gt: Date: (p-- 3 -co
4 i C.44( _ff.5~ .L, ter.
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Department of Environment. Health and Natural Resources
Division of Environmental Health
On-Site Wastewater Section
SOILIS1TZ EVALUATION
for ON-SITE WAS'I ZWATEB SYSTEM
Owner. Applicant: Zy V6 Y
Addrem Date Evahmtod: 5- zy-i o
Pmxmw Faculty: gyp Design Flow (.1949): y9
Location of Site: Ptopet"-- Recorded
Watet 3uppljr rAuger 1k ❑ Individual ❑ Well
Evaluation Method: Boring ❑ Pit
Type of Wastewater: ❑ Sewage ❑ Industrial Process
Sheet:
Property ID:
Lot
File
Code:
Property Size:
❑ Spring ❑ Other
cut
Mixed
P
R
O
F
SOQ• MORFHOLOOY
OTHER
1
.1940
.1941
PROFILE FAC tOA5
L
f uwhmpe
Horizon
.1941
9
Position;
Depth
.1941 .1941
Soo
.043
1956
1944 From
it
Slope %
00
sbuc t of Consistence
Wetness;
.
.
soil Sapro RN& clr
TeMme Miaerek
Color
IN. Claw Harts. A LIAR
L rk
o -Ly
Z L vZ d ly
4 -31, -mac, 1 ri b .f fi"' c ve--~
L s'k v - to bL G►c ~av✓P
DeM:iption Mai Repair system Other Foam I M4
Solon Site C1amdHcadon (.1948k S
Available s ce .194! Evahaled By-
3 stern a
Site LIAR z Others Ph-set
Regal Crest Subdivision
Lot # 6
NC Custom Hones
4-Bedroom Home
*Some lines flnnned lnnner - ch-+- +k- 1--+h- ir~o-+e v
1 " = 60"
6' ductile Iron under
drive to sleeve 2' SCH
40 supply line for future
60 0 60 120
Regal Crest Subdivision
Lot # 6
NC Custom Homes
4-Bedroom Repair Layout
WSome lines floooed lnnnpr nn chnr+or +1- ion.,+k, i~ri~ +er
= 60"
6' ductile Iron under
drive to sleeve 2' SCH
40 supply line for future
60 0 60 120
Regal Crest Subdivision
Lot # 6
NC Custom Homes
4-Bedroom Home
.Some lines flaooed lonoer or shnrtPr thnn Ipnnthc i. ~i +o
1 " = 60'
6' ductile Iron under
drive to sleeve 2' SCH
40 supply line for future
60 0 60 120
Sheed
Regal Crest Subdivision, Lot 6
Repair Tap Chart
Bench Mark 0.00
is= 100.00
Location of BM
Elevation Head
13.00
Pump tank elev.
8
92.00 Pump elev. 87.00
Manifold e
lev.
100.00
line color
rod read
Elevation length hole size
flowttap
gal/day
trench area
LINE LTAR
1 &2 Not Flagged
1.00
99.00 65 1/2in SCH 40
7.11
86.62
195
0.4442
3&4 Not Flagged
2.80
97.20 85 1/2in SCH 40
7.11
86.62
255
0.3397
5 & 6 OrgNel
6.10
93.90 70 1/2in SCH 40
7.11
86.62
210
0.4125
7 Red
6.70
93.30 53 1/2in SCH 80
5.48
66.76
159
0.4199
8 Pink
7.00
93.00 60 1/2in SCH 80
5.48
66.76
180
0.3709
9 Blue
7.30
92.70 70 112in SCH 40
7.11
86.62
210
0.4125
total
feet = 403 gamin =
39.4
LTAR =
0.3000
LTAR + "/05
0.3150
% of Dose Vol.
80
Des. Flow 480
(Itar W/ INOV)
0.4000
Dose Volume
209.56
Pump Run= 12.18
(Itar W/ INOV + 5%)
0.4200
Dose Pump Time
5.32
Tank GaI/IN 21
Drawdown In Inches
9.98
Page 1
r
h Central Carolina Soil Consulting, PLLC
329 South White Street
Wake Forest, NC 27587
919-569-6704
May 26, 2010
Project # 860
NC Custom Homes, LLC.
David Dozier
1508 Mycenae Place
Fuquay-Varina, NC 27526
RE: Soil/site evaluation and septic system layout on lot 6 in Regal Crest Subdivision, Harnett
County.
Dear Mr. Dozier:
Central Carolina Soil Consulting completed a soils evaluation and septic system layout per your
request on lot 6 in Regal Crest subdivision to determine soil suitability for a 4-bedroom septic
system and repair area. The soil site evaluation was performed using hand auger borings, under
moist soil conditions, based on the criteria found in the State Subsurface Rules, I5ANCAC 18A
.1900 "Laws and Rules for Sewage Treatment and Disposal Systems". The soils on 6 are
provisionally suitable for modified conventional type septic system and repair area for the
proposed 4-bedroom home utilizing Accepted Status Product with a 25% area reduction. The
proposed primary system is a gravity system (Lines 10-16) requiring an 18" trench bottom on
contour. The soils in this area had a sandy loam surface over a sandy clay loam subsoil suitable
to at least 30-36" over the proposed drainfield area with a site LTAR of 0.35 gal/day/ft2. The
repair area shall be a pressure manifold (Lines 1-9) which will use suitable soil in the front yard
and back right corner of the yard behind the house. The soils in the back yard contained a sandy
loam surface over a sandy clay loam subsoil (0.35 gal/day/ft2) and the soils in the front yard
contained a sandy loam surface over a clay subsoil (0.3 gal/day/ft2) with a soil wetness condition
at 32". The soil LTAR for the repair area is the lower of the two LTAR's (0.3 gal/day/ft2). The
specific septic systems and loading rates for this lot will be permitted by the Harnett County
Health Department. The area for the proposed septic fields shall not be impacted by home sites,
pools, garages and shall not be mechanically altered from the natural lay of the land during
construction of the house and should be fenced off to prevent compaction of the soil.
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 and the
variability of naturally occurring soils, CCSC cannot guarantee that areas delineated as suitable
for on-site wastewater disposal systems will be permitted by the governing agency.
Please give me a call if you have any questions.
Sincerely,
Jason Hall
NC Licensed Soil Scientist 1248