IPAC RHTE#y~ - S-- - ZZ/ez/z, Harnett County Department of Public Health 2 5 4 4 0
Improvement Permit
A building permit cannot be issued with only an Improvement Permit
PROPERTY LOCATION: 15-13 Ve-r1l5 GcQe1t.C+4
ISSUED TO: ~r LS.~iayaS -rJ 16k" SUBDIVISION LOT #
NEW ❑ REAIR ❑ EXPANSION /Site Imp ovements required prior to Construction Authorization Issuance:
Type of Structure: CL( Soa:~
Proposed Wastewater System Ty e:
Projected Daily Flow: GPD
Number of bedrooms: Number of Occupants: max
Basement ❑Yes ❑ No
Pump Required: ❑Yes ❑ No li <Mayle required based on final location and elevations of facilities
Type of Water Supply: ❑ Community L~ Public ❑ Well Distance from well feet Permit valid for. Five years
Permit conditions: ❑ No expiration
rJ
CV
Vby )a;-
Authorized State: D SEE ATTACHED SIT E SKETCH
/v z~`9 The issuance of tDepartment 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 n, 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, .1951, .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:
Facility Type: f-~ -!N, ❑ New
Basement? ❑ Yes No Basement Fixtures? ❑ Yes
Type of Wastewater System**
(See note below, if applicable
PROPERTY LOCATION:.,Z /s73
Sj~DIVISION <LOT #
5 Expansion ❑ Rep k
2 No
~ (Repair)
Installation Requireg T~rt~tc „ onditions Number of trenches / d E.0
Septic Tank Size i-6 c~ c~ gallons Exact length of each trench feet
Pump Tank Size gallons Trenches shall be installed on contour at a
Maximum Trench Depth of: 12- " inches
(Trench bottoms shall be level to +/-1/4"
in all directions)
Pump Requirements: ft. TDH vs. GPM
Conditions: ~S EF t4 j°
r,
(Initial) Wastewater Flow: ZkO GPD
Trench Spacing: _ feet on Center
Soil Cover 6 inches
(Maximum soil cover shall not exceed
36" above the trench bottom)
inches below pipe
Aggregate Depth: Z inches above pipe
17- _ inches total
**If applicable: /understand the system type specified is different from the type specified on the app/ication. / accept the rpecifIcwonr of thcr 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 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
J Z-/
Authorized State A t:
Date: /D - / to - D 1T
Construction Authorization Expiration Date: ly-/6
NTE# -S _ ZZ/ Zi2 Permit # s`/y0
Harnett County Department of 1- ~iblic Health
Site Sketch
PROPERTY LOCATON: S1l /5-73
ISSUED TO: n PIZMU;>~ 41J BDIVISION LOT #
Authorized State Agentz~ Date: /d -/w - ! S
J o AG ,S~ c r c,a i 3
~Z~f ~1 ~j-,4 -;7,5 PC 1.)L~/Y'I i- ~ /iii ~ ~~rx}Y
--umenrs=YvJn~pnngttteld Subdivision-Lot 6\Spring6.pla 09-21-2009
Address: 111 Willow Pond Court, Ul ington, NC 27546
Charles Mason Poe Property
Lot 6
Springfield Subdivision
PIN*: 0661-59-3754.000
SITE PLAN
(ptotplan.pta)
a
b
H
ti
QI
4
2
50.tb0 feet
1:600
AREA=1.6279 ACRES
Applicant: Mike Dorman / Military Missions In Action
411 B North Judd Parkway, Fuquay-Varina, NC 27526
Tel: 919-868-0054
Date: Signatu
Prepared with QuikPlatPro32 by
Springfield Subdivision, Lot 6
Lines flagged at site on 9-ft centers
Initial
System
Line
#
Color
Measured Field
Line Length (ft)
Relative
Elevation (ft)
Existing
1
R1
22
102
Existing
2
BI
10
Existing
3
R2
28
101.98
Existing
4
B2
8
Existing
5
R3
34
101.66
Existing
6
B3
9
Existing
7
R4
37
101.33
Extension
8
R
11
101.33
Addition
9
Y
60
100.98
Addition
10
B
50
100.81
Addition
11
R
47
100.49
Total:
316
EIR=100