IPAC RHTE# '-S -3`iDI L Harnett County Department of Public Health 28973
Improvement Permit
A building permit cannot be issued with only an Improvement Perno h o i
/ PROPERTY LOCATII N: /U7 S t !J
ISSUED T0: Lk --N a NN SUBDIVISION 1-1 LOT # 2C>
NEW REPAIR 11 EXPANSION 11Site Improv ents required prior to Construction Authorization Issuance:
Type of Structure: - {�
Proposed Wastewater System Type: >
Projected Daily Flow: t I Y U GPD
Number of bedrooms:ljF— Numbe of Ocwpants:'j_max
Basement []Yes 2 No J/y
Pump Required: ❑Yes ❑ No f� Ma a required based on final location and elevations of facilities
Type of Water Supply: ❑ Community f�blic ❑ Well Distance from well feet
Permit conditions:
Permit valid for.
tw rive years
❑ No expiration
Authorized State Date: i 5 - �' v 4 SEE ATTACHED SITE SKETCH
The issuance of this permit bgtbe) alth Department 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 revocadan if t e 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 pmvisiom 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, .1957, .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 TOA- n 1 -t q u J1,4L_ PROPERTY LOCATIONr C lab LOT # 70
Facility Type: ? L1 New ❑l Expansion ElRep r
Basement? El Yes No Basement Fixtures? [I Yes DID
Type of Wastewater System** 752>'12-t,f t22a-r'J2 (Initial) Wastewater Flow: yYC) GPD
(See note below, if applicable ❑)
0l,3 .-.-�_�I{ L'h.a�-r-�C�t.,(Repair)
Installation Requirements/Conditions Number of trenches Z
Septic Tank Size s c c " gallons Exact length of each trench 120 feet Trench Spacing: ! Feet on Center
Pump Tank Size gallons Trenches shall be installed on contouftat a Soil Cover. riches
Maximum Trench Depth of �A inches (Maximum soil cover shall not exceed
(Trench bottoms shall be level to +/-1/4" 36" above the trench bottom)
in all directions)
Pump Requirements: ft. TDH vs. GPM inches below pipe
Aggregate Depth: Z inches above pipe
Conditions: /-'0 ��'sJ �a 5d 16% 5- C� a oaJ 0 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 applicable: / undeatand the spiem type specified it different from the type rpedfled on the application / accept the rpecifcationc of this permit
Owner/Legal Representative Signature: Date:
This Construction Authorization is sublect to revocation if the site plan, plat, or the intended used tinges. The Conswction Authorintion shall not he transhmd when there is a change in ownership of the site. Thh
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 $t MIAMI) lilt lRtlln
Authorized Sta A ent: Date: 3—fCv
Construction Authorization Expiration Date: f3. 3—?4
HTE# - �C - 5--,3 so r Z Permit # Z 8S -73
Harnett County Department of Public Health
Site Sketch
PROPERTY LOCATO
ISSUED T0: /. J�� 1 ��S�n t/Gfw� SUBDIVISION
Authorized State A¢ m:C_-
�o��vu CansU/�r�dr�{-1 ave
Date: F' 3 — / (--
LOT # 7d
System Type
Suggested Soil LTAR
Total Line Length
Square Footage
Proposed Trench Bottom
System
Lines 1-2
Accepted Status System
EZ -FLOW
0.35
340
1020
16"
Repair
Lines 3-8
Accepted Status System
EZ -FLOW
0.35
465
1395
8"
Distribution Method Gravity to D -Box Pressure Manifold
Initial sysem to require up to 4 inches of county approved fill over nitrificaiton lines
Wynn Construction
Lot #70 -Avery Pond
4 -Bedroom Home (480 gal./day)
LINE #
COLOR
BS HI ITS
ELEVATION
LINE LENGTH
Design Length
TBM
2.0 100.0
in field
installation
INST. 1
102.0
1
Red
5.4
96.6
170
170
2
Pink
5.7
96.3
170
170
3
White
6.1
95.9
77
70
4
Green
6.5
95.5
90
90
5
Orange
6.9
95.1
92
90
6
White
7.2
94.8
55
55
7
Blue
7.5
94.5
97
90
8
Yellow
7.9
94.1
72
70
Total
823
805
System Type
Suggested Soil LTAR
Total Line Length
Square Footage
Proposed Trench Bottom
System
Lines 1-2
Accepted Status System
EZ -FLOW
0.35
340
1020
16"
Repair
Lines 3-8
Accepted Status System
EZ -FLOW
0.35
465
1395
8"
Distribution Method Gravity to D -Box Pressure Manifold
Initial sysem to require up to 4 inches of county approved fill over nitrificaiton lines
Wynn Construction
Lot #70 Avery Pond
4 -Bedroom Initial System
GRAPHIC SCALE
1" = 50'
N
System: Gravity to D -Box
Lines: 1-2 (340')
0.35 LTAR
16" Maximum Trench Bottom
Accepted Status System
3-5" of County Approved Fill required
over the nitrification lines
Wynn Construction
Lot #70 Avery Pond
4 -Bedroom Repair System
System: Pressure Manifold
Lines: 3-8 (340')
0.35 LTAR
Low Profile Chambers - 8 inch trench
6 inch soil cap on top of chambers
County Approved Fill required
over the chamber nitrification lines
No Reduction
GRAPHIC SCALE
1 " = 50'
Sheet1
Page 1
Wynn Construction, Lot #70 - Avery Pond
Repair, Tap Chart
Bench Mark 3.20
is = 100.00
Location of BM
Elevation Head
-0.10
Pump tank elev.
0
103.20 Pump elev. 98.20
Manifold elev.
98.10
line color
rod read
Elevation length hole size
flow/tap
gal/day
trench area
LINE LTAR
3 White
6.10
97.10 70 1/2in SCH 40
7.11
68.26
210
0.3250
4 Green
6.50
96.70 90 3/4in SCH 80
10.1
96.96
270
0.3591
5 Orange
6.9
96.30 90 3/4in SCH 80
10.1
96.96
270
0.3591
6 White
7.2
96.00 55 1/2in SCH 80
5.48
52.61
165
0.3188
7 Blue
7.5
95.70 90 3/4in SCH 80
10.1
96.96
270
0.3591
8 Yellow
Z9
95.30 70 1/2in SCH 40
7.11
68.26
210
0.3250
total
feet = 465 gal/min =
50
LTAR =
0.3500
LTAR + %5
0.3675
of Dose Vol.
90
Des. Flow 480
Dose Volume
272.03
Pump Run= 9.60
Dose Pump Time
5.44
Tank Gal/IN 21
Drawdown in Inches
12.95
Page 1
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: L. "' n
Address: Date Evaluated: P' 2—1 a
Proposed Facility: `5ya-� Design Flow (.1949): v�
Location of Site:(l t)✓, Property Recorded:
Water Supply: d [Public❑ Individual ❑ Well
Evaluation Method:❑ Auger Boring Q Pit ❑ Cut
Type of Wastewater: 9 Sewage ❑ Industrial Process
Sheet:
Property ID:
Lot #:
File #:
Code:
Property Size:
❑ Spring
❑ Mixed
❑ Other
7—
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
Sapm
Class
.1944
Restr
Horiz
12, YO
,ct,
I rtLs a?
3
Description Initial Repair System Other Factors (.1946):
System, Site Classification (.1948):./ -
Available Space(. 1945) Evaluated By:
System Type(s) Z 3' /' Others Present:
Site LTAR