IPACHTE# Harnett County Department of Public Health 28435
hDrovement Permit
A building permit cannot be issued with only an Improvement Permit
Q PROPERTY LOCATION: Wr— 27 WcJ/
ISSUED SUBDIVISION LOT # /Si:
NEW REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: // K q7
Proposed Wastewater System Tyle: otf
Projected Daily Flow: M0 0 GPD ^
Number of bedrooms: y Number of Occupants: max
Basement []Yes 010
Pump Required: []Yes E!o ❑ May be required based on final location and elevations of facilities
Type of Water Supply: ❑ Community 2*11public ❑ Well Distance from well feet Permit valid for. years
Permit conditions: ❑ No expiration
Authorized State Agent: Z Date: Y / /6 / �o/T SEE ATTACHED SITE SKETCH
The issuance of this permit b t e Realth Department in no way guarantees the issuance of other permits. The permit h�s responsible for rhecking with appropriate governing bodies in meeting their requirements. This
site a subject to revocation if the site plata 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 previsions 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, .1957, .1954, .1955, .1956, .1957, .1M and .1959 are incorporated by references into this permit and shall be met. Systems shall be installed in accordaoa
with the attached system layout. Q��1 /
ISSUED T0: C Aer f/ J•lW nc PROPERTY LOCATION: 6 k-Jc
SUBDIVISION 7 '.I c LOT # /,r—,Z
Facility Type: , r Z New ❑ Expansion ❑ Repair
Basement? ❑ Yes ❑ No Basement Fixtures? [I Yes ❑ No
Type of Wastewater System** i%/J!% (Initial) Wastewater Flow: Y90 GPD
(See note below, if applicable ❑)
dT% Q���: f�l�< (Repair)
Installation Requirements/Conditions Number of trenches
Septic Tank Size /00 V gallons
Pump Tank Size gallons
Pump Requirements: h. TDM vs.
din
ons:
Exact length of each trench 75— feet
Trenches shall be installed on contour at a
Maximum Trench Depth of: /8 inches
(Trench bottoms shall be level to +/-1/4"
in all directions)
GPM
Trench Spacing: % Feet on Center
Soil Cover. (> inches
(Maximum soil cover shall not exceed
36" above the trench bottom)
inches below pipe
Depth: inches above pipe
inches total
WATER 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: / underhand the sweet type tpedfied it different from the type tpenb'ed on the application. / accept the rpecilcationr o/ this permit
Owner/Legal Representative Signature: Date:
This Construction Authorization is subject to revocation if the site plan, plat, or the intended use changes. The Construction Authorization shag not be transferred when them is a change in ownership of the site. This
Construction Authorization is subject to complog with the provisions of the laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit )tt MIAMI) lilt )R[Iln
Authorized State Age/-(� c Date: 'I
Construction Authorization Expiration Date: r 2 ° z 9
I
4J
fYl
SOUTHEASTERN SOIL & ENVIRONMENTAL ASSOC., INC.
PROPOSED SUBSURFACE WASTE DISPOSAL SYSTEM DETAIL SHEET
SUBDIVISION: T/erSEnl P•Ir LOT alt
INITIAL SYSTEM: APPROVED 25%RECUCTION REPAIR All/r-✓XA Zf 4
DISTRIBUTION: 0-90x
BENCHMARK: 100.0
NO BEDROOMS:
LINE FLAG COLOR
DISTRIBUTION D-fq•X
LOCATION P-1'rt .3
LTAR c). /Gr`
ELEVATION LENGTH
r P joi:98 Ts,
G ✓, to j .aL 7sl
BY pf` L`A145^
TYPICAL PROFILE (K JT Grp rr. t
o—lBGfl!/�.
.4 Xe'& -;, 1 ,;; '.
1—.(rse 4 7— �3 "
s,r
DATE 00--j—
THERE
0--j—THERE SHALL BE NO GRADING,
CUTTING, LOGGING OR OTHER SOIL
DISTURBANCE IN SEPTIC AREA
�G
i,
�z
"o
VICINITY MAP
(N T_5.)
ins pear is for location purposes only Builder should verity foundation
Information with plans before construction begins.
There Is no OSCE or NCGS monument within 2000 of this site.
The subject property is not within a special flood hazard area as
determined by the Departmant of Housing and Urban Development.
The easement information shown hereon was obtained from the
recorded plat. No updated title search was performed by the surveyor
All distances are measured In feet
LEGEND
EXISTING IRON PIPE
Q -CURVE PTI PC
- SURVEYED LINE
EINE NOT SURVEYED
— — — — —-ADJOINER
-60' -30' 0' 60' 120'
SCALED IN FEET
"PRELIMINARY PLAT- NOT FOR CONVEYANCES OR SAI FS"
A---------T---
Y inch I
i 1 diameter
rebel I '147'1
I TINGEN POINTE
i
� / I PHASE 4
'1481 I M.B. 2013, PG 263
_/ I ----------
%� TINGEN POINTE
154 PHASE4
2^✓^ M.B. 2013, PG 263
EIP — _ S87" 25' 09"E TEIP
1153' 259.93' _ —- y
' 5Z '1491
COVERED 152
PORCH n+sr
� L
� � l
EIP
4"i'
EI --P
\L 1n4 15'-/—
R 285 00' _
CIM. 103 57'
JUNO DRIVE
(50' PUBLIC R!W)
207.90' _
NP 25' 09-W
�_/
I TINGEN POINTE
PHASE 4
IM.B. 2013, PG 26;
EIP
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: Design Flow (.1949):
Location of Site: Property Recorded:
Water Supply: Q'ublic❑ Individual ❑ Well
Evaluation Method:[3-`AugerBBoo ng ❑ Pit F-1cut
Type of Wastewater: Sewage ❑ Industrial Process
Sheet:
Property ID:
Lot #:
File #:
Code:
Property Size:
❑ Spring
❑ Mixed
❑ Other
P
R
O
F
1
L
E
#
.1940
Landscape
Position/
Slope%
Horizon
Depth
(In.)
SOIL MORPHOLOGY
.1941
OTHER
PROFILE FACTORS
Profile
Class
& IT"
.1941
Structure/
Texture
.1941
Consistence
mineialogy
.1942
Soil
Wetness/
Color
.1943
Soil
Depth (R4.)
.1956
Sapro
Class
.1944
Restr
Horiz
Site LTAR
n p7�
7� 1�'z�
fCl
Description Initial
Repair System
Other Factors (.1946):
System
Site Classification (.1948):W
Available Space (.1945) h
Evaluated Byp1
System Type(s)d,J"
1P _
Others Present: Of
Site LTAR