IPACHTE#1L-3 —YSJ y Harnett County Department of Public Health
2889
Improvement Permit If
-� A building permit cannot be issued with only an Improvement Permit
ISSUED TO _/ucL G PROPERTY LOCATION: .50--
NEW
�
NEW N SUBDIVISION �G77� 0
EPAIR ❑ ERPANSION ❑
LOT #
Type of Structure: Site Improvements required prior to Construction Authorization Issuance:
Proposed Wastewater System Type: 2-SOY7A
Projected Daily Flaw —�6� GPD
Number of bedrooms: Number of Occupants: max
Basement ❑LwJYes No
Pump Required: []Yes ❑ No ❑ May?e required based on final location and elevations of facilities
Type of Water Supply: ❑ Community 13 Public ❑ Well Distance from well
Permit conditions: feet Permit valid for: &'fjve years
❑ No expiration
Authorized State a .mt: —5 xy_ t
The Tswana of this perm- �1hY Health fhparbnent in no way guarantees the issuance of other permits. Thee permit holder is�respans ble Ifol checking with appropriate SEE AIiACHED SITE SRETCN
site u suhjett to revocation if the Sim plan, plat, or the intended use changes. The Improvement Permit shall not be affected by a change in ownership of the sire. This permit is subjett to compliance with the provisions d
the laws and Rules for Sewage Treatment and Disposal and m conditions of this permit. p WPP ermitgoveris bodies in meeting their requirements. Thu
Construction Authorization
The constmmnn and installation requirements of Rules .1950, .95t, .1954, .1955, .1956, .19RS7aJ958. and .1959diD incorporated with the atby references into this permit and shall be met. Systems shall be installed in accordance
attached system layout.
ISSUED TO: �7ifay —)+l>tA
PROPERTY LOCATION:
Facility Type: 5(/New SUBDIVISION Ai,)G LOT #
Basement? ❑ Yes No Basement Fixtures? E] yes No
Expansion El Repair '
Type of Wastewater System** a`J°/a %Doc rlo
(See note below, if applicable 1-1)rrAA SYS, et,.,(Initial) Wastewater Flow: 3=a o GPD
QutnC� b PRL35UQ� f sANxFUt eJ0,g /e eco . C jlJ
Installation Reauirements/Conditions(Repair)
Septic lank Size rpOp Number of trenches 1_
gallons Exact length of each trench 7S feet Trench Spacing:
Pump lank Size gallons Trenches shall be installed on colour ata 9 Feet on Center
1S Soil Cover, �_ inches
Maximum Trench Depth of. L inches (Maximum soil cover shall not exceed
(Trench bottoms shall be level to +1_I/4" 36" above the trench bottom)
in all directions)
Pump Requirements: ft. TDH vs. _ GPM
n inches below pipe
Conditions: �� gq a p F p Aggregate Depth: Z inches above pipe
at *c* sa,L r, t'R A c,.GR N i s LS
inches total
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.
**If aoolicable / onderitand the f rtem type Jpedled it different from the type rperiled an die appfftalon, / arrept the rperilra Vfll of thi permit
Own I'll Representative Signature:
This Conlon Rut Authorization is wbjem to reroadon it one site plan, plat. w the intended use changes. The Construction Authorization shill not tie tnnslerred when menisa 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
Authorized State �
/ Date: �91 )71 Ib
Construction Authorization Expiration Date:
H T E # IG-5 3'o93L-1 Permit # QlAc,4
Harnett County Department of P�iblic Health
Site Sketch n
PROPERTY LO(ATON:`4P ardv KD
ISSUED TO: C �u� �+� Q� sc SUBDIVISION F.XC'Oa.�!) LOT # a3
Authorized State Agent: Date:
X35
yG7F bii0 oa-
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:
❑ 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
I
.1940
SOIL MORPHOLOGY
.1941
OTHER
-PROFILE FACTORS
L
E
#
Landscape
Position/
Slope%
Horizon
Depth
(In.)
.1941
Structure/
Texture
.1941
Consistence
mineralogy
.1942
Soil
Wetness/
Color
.1943
Soil
Depth W.
.1956
Sapro
Class
.1944
Resor
Horiz
Profile
Class
& LTAR
LL
x�°sD
�'
O-Zo
3ro"ss"d,,
• 3
Description InitialRepair System Other Factors (. ] 946):
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
Lot 23 Wexford SD (0.5 Acres) PIN 0665-51-9010; 47 Wexford Drive
Soil Map Legend
❑ Provisionally Suitable Soils
F-1Provisionally Suitable for
Innovative or Experimental Systems
Unsuitable Soils
M22
Scale 1 in = 50 ft
Distances are paced
and approximate
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
HAL OWEN & ASSOCIATES, INC.
Soil Investigation and Septic System Design
Lot 23 Wexford SD (0.5 Acres) PIN 0665-51-9010, 47 Wexford Drive22 July 2016
22 July 2016
Elv
unch M4fk
0ev-' ion
= loo co,
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Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
Lot 23 Wexford Subdivision
Pressure Manifold Design Criteria
Repair Svstem
Line
Number
Line
Color
Elevation
Drainline
Length(ft)
Tap Size/
Schedule
Flow/tap
(gpm)
gpd/ft
LTAR
(gpd/sgft)
1
R
101.97
35
1/2"sch 80
5.48
1.155
0.385
2
B
101.74
70
3/4"sch 80
10.10
1.064
0.355
3
Y
101.38
105
1 "sch 80
16.80
1.180
0.393
4
W
100.29
35
1/2"sch 80
5.48
1.155
0.385
5
B
100.03
35
1/2"sch 80
5.48
1.155
0.385
6
R
99.78
35
1/2"sch 80
5.48
1.155
0.385
Total Drainline= 315 Total Flow= 48.82
Pressure
Head (ft)= 2 Target LTAR* (gpd/sq= 0.4
Daily Flow= 360 Total Flow (gpm)= 48.82
Dose Val= 154.27 gallons w/ Pipe Vol @% 75
ared By: Hal Owren and Associates, Inc.
lox 400, Lillington, NC 27546
110) 893-8743 / Fx 893-3594
7/2212016
LTAR + 5% 0.42
Daily PRT(min)= 7.37
Dose PRT (min)= 3.16
0
PC/C, SLIDE 176B
, I
O
PC/C, SLIDE 1768
NOTE: SHOWN IS LOT 23 OF
WEXFORD S/D - SECTION 2
REF: PCHC, SLIDE 1810
AREA = 0.495 ACRES
47 WEXFORD ROAD
MS 6 TO CfFRFT The THIS YIP WAS
PREPARED FROM AN ACTM SLRNEY OF 71K
PROEM. WOE UNDER W SURMISIX AND
THAI THERE ARE NOT AMY ENCROOWDIM
EXCEPT AS NOTED 70 M K51 O W I010M nCE.
THAT DHE RATIO OF PRELEHM AS CALCUATFD En
UTOIAES AND DEPARRIES 6 1:10,000.
IHS YAP IAS PREPARED FOR TIRE COWOSE
AND 6 N07 W1IFNDED FOR RECORDATION OR
CONVEYANCES WONDER WRITTEN MTHORQATION
OF THE SURwym AND ORER APPROPRIATE OTIcks
PROFESSIONAL LVED SATYEYOR
L-3247
1
23 � n
n
ry
O
PC/C, SLIDE 1810
H-1 WEXFORD DRIVE
(50 r PUBLIB R/1'r)
40 0 40 80 f20
GRAPHIC SCALE - FEET
PRELIMINARY PLAT
NOT FOR RECORDATION
r ncL amannm PLUI PLAN FOR:
CB PUGH ENTERPRISES, LLC
81 -ACK RIVER TVISP., HARNETT CO., N.C.
SCALE 1' - 40' JUNE 7, 2016
REVISED: AUGUST 4, 2016 (HOUSE MOVED)
WALIM — WAT[IMC V oIw<v[Ale e .
LEGEND
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RICHARD R. JONES, JR.
VICINITY wP IH15H
[[" niPl. towel[ [ww,u[x,
LINDA J. NESTER
OM1 "�P
D.B. 1316, PG.735
ENRIOUE REYES
I PC/F, SLIDE 672A
D.8.1856, PG.819
PC/F, SLIDE 672A
_
_._.�ca•F
13500�I
0
PC/C, SLIDE 176B
, I
O
PC/C, SLIDE 1768
NOTE: SHOWN IS LOT 23 OF
WEXFORD S/D - SECTION 2
REF: PCHC, SLIDE 1810
AREA = 0.495 ACRES
47 WEXFORD ROAD
MS 6 TO CfFRFT The THIS YIP WAS
PREPARED FROM AN ACTM SLRNEY OF 71K
PROEM. WOE UNDER W SURMISIX AND
THAI THERE ARE NOT AMY ENCROOWDIM
EXCEPT AS NOTED 70 M K51 O W I010M nCE.
THAT DHE RATIO OF PRELEHM AS CALCUATFD En
UTOIAES AND DEPARRIES 6 1:10,000.
IHS YAP IAS PREPARED FOR TIRE COWOSE
AND 6 N07 W1IFNDED FOR RECORDATION OR
CONVEYANCES WONDER WRITTEN MTHORQATION
OF THE SURwym AND ORER APPROPRIATE OTIcks
PROFESSIONAL LVED SATYEYOR
L-3247
1
23 � n
n
ry
O
PC/C, SLIDE 1810
H-1 WEXFORD DRIVE
(50 r PUBLIB R/1'r)
40 0 40 80 f20
GRAPHIC SCALE - FEET
PRELIMINARY PLAT
NOT FOR RECORDATION
r ncL amannm PLUI PLAN FOR:
CB PUGH ENTERPRISES, LLC
81 -ACK RIVER TVISP., HARNETT CO., N.C.
SCALE 1' - 40' JUNE 7, 2016
REVISED: AUGUST 4, 2016 (HOUSE MOVED)
WALIM — WAT[IMC V oIw<v[Ale e .
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
28 July 2016
Mr. Chris Pugh
Pughbuilders2l@gmail.com
Reference: Soil Investigation and Septic System Design (Revised)
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/sqft. 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 a distribution box where it will flow by gravity into three unequal length
drainlines (100, 180, and 20 feet respectively) using serial distribution. The drainlines should be
installed on contour with trench bottom depths at 12 inches below surface.
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
HAI, OWEN & ASSOCIATES, INC.
The repair 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 four unequal length
drainlines using serial distribution. The drainlines should be installed on contour with trench
bottom depths at 12 inches below surface.
A curtain drain should be installed along the left side property line with Lot 23, above the
initial system, to intercept water coming onto the lot. This proposed curtain drain has very
limited slope and must be installed with great care using a one foot wide bucket. It should
begin near the road at 18 inches below surface, deepen to 30 inches at the left rear corner, where
it turns down the back of the lot until it reaches daylight.
The proposed home is located in a depressional area and will require a significant amount
of fill material to provide adequate drainage around the foundation. As you can see on the
sketch, the left front corner of the home cannot move left or forward unless the house size is
reduced. The proposed home is 50 feet wide and could be reduced to allow it to be moved
forward a few feet. A garage is not possible except behind the home. If you choose to try to
move the home forward, you must get concurrence from the health department. I feel the need
to re -emphasis that you must get the house sited and curtain drain installed properly or
this permit will likely be voided and a much more expensive alternative needed.
LOT 23 (47 WEXFORD DRIVE) SEPTIC DESIGN
The initial septic system is proposed as four 75 -foot long 25% reduction status (EZ Flow
or chamber) drainlines utilizing a long term application rate of 0.3 gal/day/ft2. The drainlines
should be installed on contour with trench bottom depths at 18 inches below surface.
The repair septic system is proposed as 315 -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 six unequal length
drainlines using a pressure manifold. The drainlines should be installed on contour with trench
bottom depths at 18 inches below surface for the three drainlines behind the proposed home and
at 12 inches below surface for the three drainlines in front of the home.
Note that the regulatory setback for the septic system is 2511 upslope of a curtain drain.
For this reason, all of the proposed septic drainlines are concentrated on the left side of the lot.
The driveway of the home should be sited along and within 25 feet of the right side property line
to avoid interference with the septic system layout.
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting
HAL OWEN & ASSOCIATES, INC.
Potential septic system drainlines have been demonstrated with various colored pin flags
that are located on the lot. It is important that you do not disturb the septic system area. It is
recommended that a staked line or protective fence be placed around the system prior to
construction to eliminate any potential damage to the soil or the layout of the system.
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,
z�WAI-r
Hal Owen
Licensed Soil Scientist
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting