IPAC RHTE #� -3 s3 Harnett County Department of Public Health
Improvement Permit 27283
A building permit cannot be issued with only an Improvement Permit
PROPERTY LOCATION:
ISSUED TO: C; SUBDIVISION G LOT #GG3
NEW REPAIR NSION Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: C �� El
Proposed Wastewater System Type: VV ® QS% (J6\0f-4
Projected Daily Flow: L41i 10 GPD
Number of bedrooms: 1A Number of Occupants: max
Basement ❑Yes �9410
Pump Required. Y! Yes ❑ No ❑ May be required based on final location and elevations of facilities
Type of Water Supply: ❑ Community N Public ❑ Well Distance from well `_ feet Permit valid for: Five years
Permit conditions: ❑ No expiration
Authorized State Agent:: Date: 311� VV� SEE ATTACHED SITE SKETCH
The issuance of this permit by the Health Department in no way guarantees the issuan ther 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 Improvemen 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 ¢ ermit)
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: �h! �1C��� PROPERTY LOCATION:
SUBDIVISION G w6-N SACS LOT # S03
Facility Type: ��' New ❑ Expansion ❑ Repair
Basement? ❑ Yes "K No Basement Fixtures? ❑ Yes X1 No
Type of Wastewater System ** U O 2 °(0 vU w -A r�
(See note below, if applicable ❑)
PQ '-rf \ l (Repair)
Installation Requirements /Conditions Number of trenches
Septic Tank Size t C3 ® Q gallons
Pump Tank Size t' ®® O gallons
Pump Requirements: ft. TDH vs.
Conditions:
Exact length of each trench 1 I (�) feet
Trenches shall be installed on contour at a
Maximum Trench Depth of: ft l"�, inches
(Trench bottoms shall be level to +/ -1/4"
in all directions)
GPM
(Initial) Wastewater Flow: "I () GPD
Trench Spacing: Cr Feet on Center
Soil Cover: fc; inches
(Maximum soil cover shall not exceed
36" above the trench bottom)
Aggregate Depth:
WATER LINES (INCLUDING IRRIGATION) MUST BE ]OFT. FROM ANY PART OF SEPTIC SYSTEM OR REPAIR AREA.
NO UTILITIES ALLOWED IN INITIAL OR REPAIR DRAIN FIELD AREA.
inches below pipe
inches above pipe
inches total
* *If applicable: /understand the system type pecified is different from the type specified on the app /ication. / accept the specipcations of this permit.
Owner /Legal Representative Signature: Date:
This Construction Authorization is apbject 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 ownership of the site. This
Construction Authorization is subject to com " witl; e'Pmxyisions of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH
Authorized State Agent: ®�� Q.-'�: J Date: 3
nstruction Authorization Expiration Date:
HTE# 5-2>0533R
ISSUED TO:
Authorized State Agent:
Iml,
Rarnett County Department of Public Hecalth
Site Sketch
PROPERTY LOCATON:
,4sorj �Aocntz, SUBDIVISION 0—� F- LOT # 10-3
� �) j �r �N 0 cZ Date:
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:, l3
Proposed Facility: 1.�� � QJI �t� Design Flow (.1949): )-) 5
Location of Site: Property Recorded:
Water Supply: Public❑ Individual ❑ Well
Evaluation Method Auger Boring ❑ Pit ❑ Cut
Type of Wastewater: Sewage ❑ Industrial Process
Sheet:
Property ID:
Lot #:
File #:
Code:
Property Size:
❑ Spring ❑ Other
❑ Mixed
P
R
O
F
1
L
E
#
.1940
Landscape
Position/
Slope %
Horizon
Depth
(In.)
SOIL MORPHOLOGY
.1941
OTHER
PROFILE FACTORS
Profile
Class
& LTAR
.1941
Structure/
Texture
.1941
Consistence
Mineralogy
.1942
Soil
Wetness/
Color
1943
Soil
Depth IN .)
.1956
Sapro
Class
.1944
Restr
Horiz
, 3 ^!�'
5-13-k C_
Q, Sir/s0
la, c—
S
\Mh' NJIwc
► y
`�S3 �-
arc S!5\0
IGyC2� -1 �a e,30
-3 C
i-
513)C. C-
` R s5� :�
P5
v'K
Description
Initial
Sys m
Repair System
I
Other Factors (.1946):
Site Classification (.1948): ("J
Evaluated By:0_�
Others Present:
Available Space (.1945)
14
V
System Type(s)
s "j c .
7
Site LTAR
, 3 ^!�'
LENGTH
115'
130'
110'
110'
90'
75'
50'
LOT 103 GWEN OAKS
4— BEDROOM INNOVATIVE PUMP TO D —BOX
SYSTEM
LINES 1 -3 (3 X 100')
EZFLOW
LTAR 0.4
4— BEDROOM PRESSURE MANIFOLD REPAIR
LINES 4 -7
EZFLOW
LTAR 0.4
FOR GENERAL USE NOT A SURVEY
PRELIMINARY NOT FOR CONSTRUCTION
3
5
TBM 4.9 EIP ,.-'' .•''� ` - -6
. -•''� so.o st
103 /
/ /
1200 gal
SEPTIC TANK
1200 gal
PUMP TANK
}v /
moo/
24.2
M M
Bateman CM1 Survey Company LOT 103
Engineers • Surveyors . Planners HWY 210, Anderson Creek, NC
fMKW*8WAN* MUM ekt*W.i=ftc**xr9M HARNErTCOUNTY
eewutra.wwomro
DATE: 09/01/12 DRAWN BY. TMB CHECKED BY. TMS
LINE
SCHEDULE
LINE NUMBER
COLOR
FIELD ELEVATION
1
BLUE
2.5
2
ORANGE
2.8
3
PINK
3.1
4
YELLOW
3.5
5
RED
3.8
6
BLUE
4.1
7
PINK
4.6
LENGTH
115'
130'
110'
110'
90'
75'
50'
LOT 103 GWEN OAKS
4— BEDROOM INNOVATIVE PUMP TO D —BOX
SYSTEM
LINES 1 -3 (3 X 100')
EZFLOW
LTAR 0.4
4— BEDROOM PRESSURE MANIFOLD REPAIR
LINES 4 -7
EZFLOW
LTAR 0.4
FOR GENERAL USE NOT A SURVEY
PRELIMINARY NOT FOR CONSTRUCTION
3
5
TBM 4.9 EIP ,.-'' .•''� ` - -6
. -•''� so.o st
103 /
/ /
1200 gal
SEPTIC TANK
1200 gal
PUMP TANK
}v /
moo/
24.2
M M
Bateman CM1 Survey Company LOT 103
Engineers • Surveyors . Planners HWY 210, Anderson Creek, NC
fMKW*8WAN* MUM ekt*W.i=ftc**xr9M HARNErTCOUNTY
eewutra.wwomro
DATE: 09/01/12 DRAWN BY. TMB CHECKED BY. TMS