IPACHTE# Ito— —3K35-- Harnett County Department of Public Health 28895
Improvement Permit
A building permit cannot be issued with only an Improvement P°
A PROPERTY LOCATION: 57t
ISSUED T0- /3 L) SUBDIVISION CNC.c� Lc 4P� SUBDIVISION (r%2—V4 LOT #
NEW RLPAIR ❑/EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure:s-iii
Proposed Wastewater System Type: 1
Projected Daily Flow: Va bGPD
Number of bedrooms: Number of Occupants: _max
Basement []Yes oto
Pump Required: []Yes ❑ No ❑Ma required based on final location and elevations of facilities
Type of Water Supply: El Community f�blic ❑ Well Distance from well feet Permit valid for: Five years
Permit conditions: ❑ No expiration
Authorized State A A Date: 8 I T7 I I SEE ATTACHED SITE SKETCH
The issuance of this pe by a Health Department in no way guarantees the issuance of other permit. The permit holder hs respo Bible for checking with appropriate gorerning bodies in meeting their requirements. This
site is subject to mvoc! the site plan, plat, or the intended uu changes. The Improvement Permit shall not be affected by a change in ownership of the site. This permit is subject no compliance with the provisions of
the laws and Rules for Sewage Treatment and Disposal and ro conditions of this permit..
Construction Authorization
(Required for Building Permit)
The construction and installation requirements of Rules .1950, .1952, .1954, .1955, .1956, .1957, .19511. 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/"R PROPERTY LOCATION:
S —SUBJD VISION LOT # ZZ
Facility Type: ter/ f✓J New Expansion ❑ Repair
Basement? ❑ Yes YMo Basement Fixtures? ❑ Yes No
Type of Wastewater System"* 95 V/ 9 -co k s a w P `,J mf (Initial) Wastewater Flow: SIL% GPD
(See note below, if applicable ❑)
L
Trench Spacing: �( Feet on Center
Soil Cover. nches
(Maximum soil cover shall not exceed
36" above the trench bottom)
WATER LINES (INCLUDING IRRIGATION) MUST BE IOFT. 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
ZL- inches total
**If applicable: / underM& the hymens type tpecifed it different from the type specified on the application. / accept the Jpecifcatianr of thif permit
Owner/Legal Representative Signature: Date:
This Construction Authorization is subject to revocation if the site plan, pias, or the intended nse changes. The Conswttion Authorindon shall not be transferred when there is a change in ownership of the site. This
construction aumonzabon is subject to compliance with the provisions ofthe Lam and Rules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH
Authorized State AgErat 01eL/Date: '% )7 U
Construction Authorization Expiration Date: 8 f
vtnf (Repair)
Installation Require ents/C nditions
Number of trenches s
Septic Tank Size
Exact length of each trench 3 O 6 feet
Pump Tank Size gallons
Trenches shall be installed on contour at a
Maximum Trench Depth of f 2. inches
(Trench bottoms shall be level to +/-1/4"
in all directions)
Pump Requirements: h. TON vs.
GPM
L
Trench Spacing: �( Feet on Center
Soil Cover. nches
(Maximum soil cover shall not exceed
36" above the trench bottom)
WATER LINES (INCLUDING IRRIGATION) MUST BE IOFT. 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
ZL- inches total
**If applicable: / underM& the hymens type tpecifed it different from the type specified on the application. / accept the Jpecifcatianr of thif permit
Owner/Legal Representative Signature: Date:
This Construction Authorization is subject to revocation if the site plan, pias, or the intended nse changes. The Conswttion Authorindon shall not be transferred when there is a change in ownership of the site. This
construction aumonzabon is subject to compliance with the provisions ofthe Lam and Rules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH
Authorized State AgErat 01eL/Date: '% )7 U
Construction Authorization Expiration Date: 8 f
H T E # 3`3`35 Permit # ami.`
Harnett County Department of Pul)lic I-lea,ltli
Site Sketch
PROPERTY LOCATON: 9u9rrC
ISSUED TO: u Q,4.v SLP "SE,. ( SUBDIVISION \,I G,LFc) aZ LOT # ate.
Authorized State Agent: �7 CoTwL2 oLY7aoQ5 Date:
CQQAI� ,\v pCLDA\v\j OUT LC -T
COQStit,j \ /
p2NN `�f
Gd NS.( 2U LiIZN
SuQeL-Acs e,(L-
EC1,U\PW\C- au d2ptrj tj
��MPo2a�y FGtou�j�
E 131'
) ®I) D
A a
E
i A,
II'
Department of Environment, Health and Natural Resources
Division of Environmental Health
On -Site Wastewater Section
SOII✓SITE EVALUATION
for ONSITE WASTEWATER SYSTEM
Owner: Applicant:
Address: Date Evaluated:
Proposed Facility: Design Flow (.1949):
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
❑ Mixed
❑ Other
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
Rem
Horiz
< 1
6.t 1
2
7lfn.3
Description Initial Repair System Other Factors (.1946):
system Site Classification (.1948):
Available Space (.1945) Evaluated By:
System Typo(s)) Others Present:
Site LTAR
HAL OWEN & ASSOCIATES. INC.
Soil Investigation and Septic System Design
Lot 22 Wexford SD (0.58 Acres) PIN 0665-60-0918: 57 Wexford Drive
22 .Icily 2016
soil dear:
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.a ����rdVw'hon� 54.3r
1
ti
i
3 BR
?; House
50'X 50'
s
a
ci a
3�
V� Q
y
~�E�P
_ 3rrcL.mcrk
ElcJ�-jun n
= IDD.00'
Ill �
F,
0
Scale I in = SO ft
Distances are paced
and appraximate
Soil Science investigations • Wetland Delineations, pennitting: and Consulting
Curtain Drain
W
0 95 220 346
Length of Curtain Drain
Ground Elevation -m -Curtain Drain Elevation
FB1iNrH DRAIN I>Er-m .s
wale
7/22/2016 Curtain Drain
Canv. drainlvaes
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ud
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drtmen-.r d��
in
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lU' Tipslupo hum =�
dnrth
:1 1' inn"t:
draoil�es• and—i• .
12'•mm
deepei-ai depth
rh:ro drninline depth
Ston a of drain and SIt2LR
A)MOM he.
at leart d%.
7/22/2016 Curtain Drain
Canv. drainlvaes
VICINITY WP (NIS,
LEGEND
urs NOT m INX, ENRIQUE REYES
rp°v wTc ro D.B.1856, PG.819
P/u 1P nnn PC/F. SUDE 672A
re
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23
NOTE: SHOWN IS LOT 22 OF
WEXFORD S/D - SECTION 2
REF: PCNC, SLIDE 181D
AREA = 0.587 ACRES
57 WEXFORD ROAD
curve Naams Lencry cora mora Rem-.
C1 ]SS. W' 6fi.Ba' 88.65' N 59•H W' x
RICHARD R, JONES. JR.
LINDA J. HESTER
r.-jWEXFORD DRIVE
(60' PUBLIC R/)I)
STORAGE. LLC
D.B.2767, PG.957
\PC/F, SUDE 672/
\
40 0 40 80 120
GRAPHIC SCALE - FEET
EM 6 TO CERTIFY TWAT THIS MAP IES -
PREPARED FROM AN ACTION SLIMY OF M
PREYSES, MADE UNDER W SUPONIS" AND
THAT THERE ARE NOT ANY 9000 DITS.
EXCEPT AS NOTED TO TW BEST OF W 101DPAEDGE.
THAT ITE RATIO OF PRECISION AS CALCUATED BY
LATITUDES AND DEPARTURES 4 1:10,000.
TNS MAP MI5 PREPARED FOR TIRE COWAW USE
AND 6 NOT K"D[D FOR RECORDATION OR
CM41YANCES wIlm ERBIEN )VICTIMIZATION
OT THE SURVEYOR AND OEHM APPROPRIATE ORCW S
PROFESSIONAL LAND SUMYON PRELIMINARY PEAT
E-3247 NOT FDR RECOROATON
RELININARY PLOT PLAN FOR:
B PUCK ENTERPRISES, LLC
BUCK RIVER TWSP., HARNETT CO., N.C.
SCALE 1' - 40' JUNE 7, 2016
REVISED: AUGUST 4, 2016 (HOUSE MOVED)
NAUDIN - WA1KM5 SUtVEYMIG, PA
P.O. BOX 444 / 1301 W. BROAD ST.
nXKIAY V~ NORTH CAROLINA 27528
(919) 552-9326 ---- --
HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, Lillington NC 27546-0400
Phone (910) 893-8743 / Fax (910) 893-3594
www.halowensoil.com
22 July 2016
Mr. Chris Pugh
Pughbuilders2l@gmail.com
Reference: Soil Investigation and Septic System Design
Lot 22 Wexford SD (0.58 Acres) PIN 0665-60-0918; 57 Wexford Drive
Lot 23 Wexford SD (0.5 Acres) PIN 0665-51-9010; 47 Wexford Drive
Dear Mr. Pugh,
A site investigation has been conducted for the above referenced lots, located on the
northern side of Wexford Drive in Harnett County, North Carolina. The purpose of the
investigation was to determine the ability of this lot to support a subsurface sewage waste
disposal system and 100 % repair area for a typical three-bedroom home. Public water will be
utilized for both lots. A foundation drain will not be possible for either lot. This report
represents my professional opinion but does not guarantee or represent permit approval for any
lot by the local Health Department. The permit you receive from the Health Department may
contain some modifications or amendments to our submitted design. Please carefully review
your permit and adhere to all prescribed requirements.
SOIL INVESTIGATION
A portion of each lot was observed to be underlain by soils rated as provisionally suitable
soils for subsurface sewage waste disposal (see attached map). These provisionally suitable soils
were observed to be firm clays to greater than 26 inches and will support long term acceptance
rates of 0.3 gal/day/sgft. Except at the rear of Lot 23, the provisionally suitable soils are limited
in usable depth to the extent that ultra shallow drainlines will likely be required. This
requirement will necessitate the addition of approximately six inches of topsoil to cover the
system.
LOT 22 (57 WEXFORD DRIVE) SEPTIC DESIGN
The initial septic system is proposed as 300 -feet of 25% reduction status (EZ Flow or
chamber) drainlines utilizing a long term application rate of 0.3 gal/day/ft2. A pump will be
needed to lift effluent to the drainfield where it will be distributed to two unequal length
drainlines using a pressure manifold. The drainlines should be installed on contour with trench
depths at 16 inches below surface.
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
HAL OWEN & ASSOCIATES, INC.
This report and the attached septic system design information will need to be submitted to
the County Health Department for review and the permitting process. I appreciate the
opportunity to provide this service and hope to be allowed to assist you again in the future. If
you have any questions or need additional information, please contact me at your convenience.
Sincerely,
ZiWA' � -
Hal Owen
Licensed Soil Scientist
Soil Science Investigations 4 Wetland Delineations, Permitting, and Consulting
Lot 22 Wexford Subdivision
Pressure Manifold Design Criteria
Initial Svstem
Line
Number
Line
Color
Elevation
Drainline
Length(ft)
Tap Size/
Schedule
Flow/tap
(gpm)
gpd/ft
LTAR
(gpd/sgft)
1
R
102.04
100
3/4"sch 80
10.10
1.200
0.400
2
Y
101.61
200
1"sch 40
20.20
1.200
0.400
5
R
100.8
65
1/2"sch 80
5.48
1.205
0.402
6
Y
100.34
65
1/2"sch 80
5.48
1.205
0.402
Renair Svstem
Line
Number
Total Drainline= 300
Total Flow=
30.30
Pressure
Flow/tap
(gpm)
gpd/ft
LTAR
(gpd/sgft)
Head (ft)=
2.0 Target LTAR' (gpd/so=
0.4
LTAR + 5% 0.42
Daily Flow=
360 Total Flow (gpm)=
30.30
Daily PRT(min)= 11.88
Dose Vol=
146.93 gallons w/ Pipe Vol @%
75
Dose PRT (min)= 4.85
Renair Svstem
Line
Number
Line
Color
Elevation
Drainline
Length(ft)
Tap Size/
Schedule
Flow/tap
(gpm)
gpd/ft
LTAR
(gpd/sgft)
3
B
101.42
85
1/2"sch 40
7.11
1.196
0.399
4
W
101.17
85
1/2"sch 40
7.11
1.196
0.399
5
R
100.8
65
1/2"sch 80
5.48
1.205
0.402
6
Y
100.34
65
1/2"sch 80
5.48
1.205
0.402
Total Drainline= 300 Total Flow= 25.18
vressure
Head (ft)= 2.0 Target LTAR` (gpd/sf = 0.4 LTAR + 5% 0.42
Daily Flow= 360 Total Flow (gpm)= 25.18 Daily PRT(min)= 14.30
Dose Vol= 146.93 gallons w/ Pipe Vol @% 75 Dose PRT (min)= 5.83
ared By: Hal Owen and Associates, Inc
lox 400, Lillington, NC 27546
n 0) 893-87431 Fx 8933594 7/22/2016