IPAC RHTE# o°1-5-4 a.-H- Zz Harnett County Department of Public Health 2 5 6 5 3
Improvement Permit
A building permit cannot be issued with only an Improvement Permit
PROPERTY LOCATION: WsLL Lucfls 'Q,D
ISSUED T0: Q ~wPcnEr rc SUBDIVISION CPCt1JLIN A QASS LOT # 5-~_
NEWX REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: SIFO C3`i'"Li
Proposed Wastewater System Type: Qu -4~ `C dNV6~c~rap,L
Projected Daily Flow: _ SC GPD
Number of bedrooms: Number of Occupants: max
Basement ❑Yes X No
Pump Required: Xes ❑ No ❑ May be required based on final location and elevations of facilities
Type of Water Supply: ❑ Community X Public ❑ Well Distance from well Le5(n feet Permit valid for. Five years
Permit conditions: ❑ No expiration
Authorized State Agent:: V-1, Date: . A:)~ PO SEE ATTACHED SITE SKETCH
The issuance of this permit by the Health Department in no way guarantees the issu f 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 Improve m- ermit 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 TO: PROPERTY LOCATION: ~yLL Luc~S Qz
SUBDIVISION CJN(LOL,y~ pp,.0 LOT #
Facility Type: S~9s 4 x1ay~ New ❑ Expansion ❑ Repair
Basement? ❑ Yes r~, No Basement Fixtures? ❑ Yes JtNi"No
Type of Wastewater System** Q o m)j7o C.o NJL,,r< NL
(See note below, if applicable
~)v ~e to rE, ,-t~cr,~ pl (Repair)
Installation Requirements/Conditions Number of trenches
Septic Tank Size t-pdd gallons Exact length of each trench feet
Pump Tank Size gallons Trenches shall be installed on contour at a
Pump Requirements: ft. TDH vs.
Maximum Trench Depth of. 1a inches
(Trench bottoms shall be level to +/-1/4"
in all directions)
GPM
_ (Initial) Wastewater Flow: 3(_C) GPD
Trench Spacing: Feet on Center
Soil Cover inches
(Maximum soil cover shall not exceed
36" above the trench bottom)
a inches below pipe
C~v~ r'1 Aggregate Depth: a inches above pipe
Conditions:
D-V cQ- Do-k\Njp":L-D L~ inches total
**If applicable: /understand the system type specified if different from the type specified on the application. l accept the specifications of this permit.
Owner/Legal Representative Signature: Date:
TI,;, f.. I...L_
•
1•-..•-•.1.•,.„ -J", - _ p1Q, of nnemtu uze uianges. me construaion numorizanon snau not tre transferred when there is a change in ownership of the site. This
Construction Authorization is suk,ect to compliance v l i e h e pk " e Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH
Authorized State Agent: es Date: a-77 09
Construc * Authorization Expiration Date: Y -'3 by
HTE# O`A ~:5- Permit # 'kSCIS3
Harnett County Depailment of I'liblic Health
Site Sketch.
PROPERTY LOCATON: w ly- Lv C {~s RD
ISSUED TO: ~A aP SUBDIVISION GPaoLINfl. Da~v LOT # 551
Authorized State Agent: \ ~aLtvFlt `TOL\c7i~0(t~ Date:
r~i CALL wl"S~-l ~.sy QU~,pNj
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COMMENTS:
L,klNDSCAPE POSITIONS
GROUP
TEXTCRFS
.1955 LTAR
CONSISTENCE MOIST
%VF.T
R-RIDGE
t
S-SAND
1.2-0
8
S-SHOULDER SLOPE
L-LINEAR SLOPE
LS-LOAMY SAND
.
VFR-VERY FRIABLE
NS-NON
STICKY
FS-FOOT SLOPE
It
SL-SANDY LOAM
0.9-0.6
FR-FRIABLE
FI-FIRM
SS-SLIGHTLY STICK)
N-
NOSE SLOPE
L-LOAM
S-STICKY
H-HEAD
SLOPE
VFI-VERY FIRM
VS-VERY STICKY
CC-CONCLAVE SLOPE
CC-CON
III
S[-SILT-
EFI-EXTREMELY FIRM
NP-NON-PLASTIC
CV-CONVEX SLOPE
SIL-SILT LOAM
0.6-0.3
SP-SLIGHTLY STICKY
T-TERRACE
CL-CLAY LOAM
P-PLAS
TIC
FP-FLOOD PLAN
SCL-SANDY CLAY LOAM
P-VE
V
VP-VERY PLASTIC
SICL-SILTY CLAY LOAM
IV
SIC-SILTY CLAY
0.4-0.1
C-CLAY
SC-SANDY CLAY
STRUCTURE MINERAL
nt_v
SG-SINGLE GRAIN SLIGHTLY EXPANSIVE
M-MASSIVE
CR-CRUMB EXPANSIVE
GR-GRANULAR
SBK-SUBANGULAR BLOCKY
ABK-ANGULAR BLOCKY
PL-PLATY
PR-PRISMATIC
4
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r I
56
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