IPACHTE# 0`1 --5-Harnett County Department of Public Health 2 5 3 2 7
Improvement Permit
A building permit cannot be issued with only an Improvement Permit
` ` PROPERTY LOCATION: L p,,~y -Ct
ISSUED T0: tuoGQ, tti SUBDIVISION Gaq G- LOT #
NEW X REPAIR ❑ PANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: 5 V~ 0 r- o r-
Proposed Wastewater System Type. a~'/a R~ovLS A , ~wss •r,
Projected Daily Flow: O GPD
Number of bedrooms: Number of Occupants: max
Basement ❑Yes XNo
Pump Required: ❑Yes ❑ No M
ay be required based on final location and elevations of facilities
X
Type of Water Supply: ❑ Community 'K Public ❑ Well Distance from well ICD feet Permit valid for. ~ve years
Permit conditions: 11-- 4¢oeGq Fsr► ,r V-,4, ls..,. t.'Co 0Q'P" ~ _ ~tn
U MP s -La- ~ 'Prt 'y ❑ No expiration
Authorized State Agent:: 915 Date: L a3 SEE ATTACHED SITE SKETCH
The issuance of this permit by the Health Department in no way guarantees the issu ther permits. The permit holder is responsible for checking with appropriate governing bodies in meeting their requirements. This
site is subject to revocation 4 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, AM. 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 T0:S✓ny~ ~yt i-oc.•~ ~utL,otstS 1~► PROPERTY LOCATION: f--~SaTEc2_
SUBDIVISION \A L a0'C Q' CIO-, C LOT #
facility Type: S F9 ~~o n~ b~ New ❑ Expansion ❑ Repair
Basement? ❑ Yes No Basement Fixtures? ❑ Yes ~KNo
Type of Wastewater System" a5'~d 47,c)0G-,\ C, ri (Initial) Wastewater Flow: a(~ GPD
(See note below, if applicable
Uaae ~aa.~cxS.~h, ,.I u-v VQa'No.E.A1~Nr\p4Repair)
Installation Requirements/Conditions Number of trenches A
Septic Tank Size lnC-,O gallons Exact length of each trench feet Trench Spacing: Feet on Center
Pump Tank Size gallons Trenches shall be installed on contour at a Soil Cover inches
Maximum Trench Depth of- % a, inches (Maximum soil cover shall not exceed
(Trench bottoms shall be level to +1-114" 36" above the trench bottom)
in all directions)
Pump Requirements: ft. TDH vs. GPM inches below i e
Conditions:
p
\ JN q
7 e05 ALA ~C o M CAP 1-lC.~fN~
rr
Aggregate Depth: inches above pipe
1L-1K '?:1;\sEi:> inches total
*If applicable: /understand the system type specibed it different tram the type speciped on the application. / accept the speciTcationr of this permit.
Owner/legal Representative Signature: Date:
TIC'. f~ A...1...
ll ..l[ i.lc F-.' Plat, UI IIIC Plitt-CU Ule ulamges. Ine construction numonzauon span not he transferred when there is a change in ownership of the site. This
Construction Authorization is subject to comps a visions the laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH
Authorized State Agent: 11-5 Date: ~3 0~1
Constru uthorization Expiration Date: 6 1
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Thomas I Boyce
P.O. Box 81
Pittsboro, NC 27312
919-868-8135
NC Licensed Soil Scientist # 1241
NC Registered Sanitarian # 1353
Keith Bullock Builders
Angier, NC 27501
Re: Walnut Grove Subdivision, Lot 36, Harnett County
Dear Mr. Bullock,
A soils evaluation was completed on the above referenced property on June 13, 2009. The
purpose of the evaluation was to determine the ability of the soils to support a subsurface waste
disposal system for a three bedroom house initial and repair. All ratings and determinations were
made in accordance with "Laws and Rules for Sewage Treatment and Disposal Systems, 15A
NCAC 18A.1900".
The tract was evaluated by auger borings and landscape position. The 60 X 60 house site was
flagged at the time. An accepted system was designed and flagged. The system was sized with a
.3 gpd/sqft loading rate requiring 300 linear feet of drainline. Trenches should be installed at 12
inches deep with 6 inches of cover. Soils in this area ranged from 24 to 36 inches. Soils were
limited by expansive clays and/or soil wetness. The repair system can be a drip irrigation without
pretreatment, requiring 18 inch soil depth. A. I gpd/sgft loading rate was assigned, requiring
3600 sq. ft. of area. Enclosed is a site plan showing the layout.
This report does not guarantee or represent approval or issuance of permits as needed by the
local health department. This report only represents my opinion as a licensed soil scientist. I trust
this is the information that you require at this time. If you have any questions, please call.
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Division of Environmental Health
On-site Wastewater Section
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
Owner:
Address:
Proposed Facility: "QAO ku 1,,&-Design Flow (.1949)3bG~~ 4w
Location of Site:
Property ID:
Lot
File
Code:
Applicant:
Water Supply:) Public Individual [ ] Well
Evaluation Method: [Auger Boring [ ] Pit
Type of Wastewater: Jrll~ewage O Industrial Process
Date Evaluated:
Property Size:
Property Recorded:
O Spring O Other
[ I Cut
[ ) Mixed
P
R
O
IF
SOIL MORPHOLOGY
.1941
'OTHER
PROFILE FACTORS
1
L
E
.1940
Landscape
Position/
SI %
Horizon
Depth
IN.)
`,1941
Structure/
Texture '
: ,1941
Cons(atenoe '
Mineralogy
1942
, 30o
Wetneasr
Color
19 ~
SoN' {
IN.
~a 38
8a
pra .
Class
r 1gu
f' Re'.
` - Hopi
Pi~Ne'' f
Cfasa
& LTAR
~
`~y'
G 5
v Utz ~ .
,k
0$
K
U5
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Y1l) L.
Description Initial
Available Space (.1945)
System Type(s)
Site LTAR
it System Other Factors (.1946):
Site Classification (.1948):
Evaluated By:
Others Present:
5 E E 4"CZP.CI~E~ 0.p40S~--
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