IPAC R (2)HTE# 1,S-=- Harnett County Department of Public Health 28388
hDrovement Permit
A building permit cannot be issued with only an Improvement Permit
� L PROPERTY LOCATIO . �/
ISSUED T0: ��j2a � � (C,C-� SUBDIVISION /� , �✓ LOT # LS
NEW Efl'- REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Constructid Authorization Issuance:
Type of Structure:
Proposed Wastewater System Type: tJd-ti f
Projected Daily Flow: 3(00 GPD
Number of bedrooms: :— Number of Occupants: Amax
Basement ❑Yess LSI No
Pump Required: {Yes ❑ No ❑ Mae required based on final location and elevations of facilities
Type of Water Supply: ❑ Community 21 Public ❑ Well Distance from well feet Permit valid for: 2 Five years
Permit conditions: ❑ No expiration
Authorized State A v Date: S `'Z"Z ` / S' SEE ATTACHED SITE SKETCH
The issuance of this permit by th th 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 revocation if t rte 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, .1951, .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 T0: r,)GLG PROPERTY LOCATION: chic /yj %h /Z.b
SUBDIVISION 7V !�1 fir OT # ZS
Facility Type: /New Expansion ❑ Repair
Basement? ❑ Yes No Basement Fixtures? ❑ Yes E No
Type of Wastewater System" ?0 _4_,o2 A' Z06JOZn )�51h1_ (Initial) Wastewater Flow: .3&6 GPD
(See note below, if applicable ❑)
�/ � (Repair)
Installation Requirements/Conditions Number of trenches {
Septic Tank Size � gallons Exact length of each trenchfeet Trench Spacing: Feet on Center
Pump Tank Size gallons Trenches shall be installed on contour at a Soil Cover: 401 inches
Maximum Trench Depth of: 119inches (Maximum soil cover shall not exceed
(Trench bottoms shall be ie V to +/ I%G 36" above the trench bottom)
in all directions)
Pump Requirements: ft. TDH vs. GPM G inches below pipe
Aggregate Depth: L inches above pipe
Conditions: �( U� S rN �' �L. inches total
WATER LINES (INCLUDING IRRIGATION) MUST BE LOFT. FROM ANY PART OF SEPTIC SYSTEM OR REPAIR AREA.
NO UTILITIES ALLOWED IN INITIAL OR REPAIR DRAIN FIELD AREA.
**If applicable: l understand the system type specired is different from the type speciped on the application. l accept the spec/Fcations of this 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
Authorized State A 4,9, � Date: `' '—� `'/ S
Construction Authorization Expiration Date: 2-'7 —2-0
HTE#
Permit # 2S 3 B8
Harnett County ]Department of Public Health
Site Sketch
PROPERTY LOCATON:*41tt 3 S T rw
ISSUED TO: G61-l.�i %Zo�v So aS L L� C SUBDIVISIONf�'- V ' LOT # 2�5-
Authorized State Agen . Date:
James E. Manhart
From: Bryan McSwain
Sent: Tuesday, May 19, 2015 7:59 AM
To: James E. Manhart
Subject: FW: Vineyard Green, Lot 25 Septic revision
Attachments: VG-25-septic.pdf
Here you go.
Bryan McSwain R.E.H.S.
Onsite Wastewater Program Specialist
Harnett County Department of Public Health
307 W. Cornelius Harnett Blvd.
Lillington, N.C. 27546
(910) 893-7547
From: Mike Eaker [mailto:mike@southeasternsoil.com]
Sent: Tuesday, May 19, 2015 7:06 AM
To: Bryan McSwain; Oliver Tolksdorf
Cc: Gary Robinson; Lauren Robinson
Subject: Vineyard Green, Lot 25 Septic revision
Bryan,
Attached is a revised design sheet. Please forward this to Jimmy (I cannot find a email for him).
I have revised the design due to site grading and the installation of a power line (through a portion of
the system). The power line will be relocated and re -installed. I have added some drainline and
changed install depths on 2 lines to account for an area apparently gouged out by the concrete
contractor. Let me know if you have any questions.
Sincerely,
Michael Eaker, President
NC Licensed Soil Scientist #1030
Southeastern Soil & Environmental
PO Box 9321
Fayetteville, NC 28311
910-822-4540
www.southeasternsoil.com
T e0C=0ACN OF CURB
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EDP�EOOE Or PAVEMENT
C -PATIO
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y t:D SCO -CLEANOUT
y4 ttl SW-3I51WALK
TP—TELEPHONE PC13ESTAL
WM.WATER METER
tet 0 IRON PIPE FOUND
IRON PIPE SET
0 NAIL SET
V�CI Y MAP (NTS)
4 S
FRONT 3v
SIDE TO` it 18 $
REAR 26
SIDE EET 2V
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N�
n -US SUR%EY 1$ OF AN EVSMS PARML
PARCELS OF LAND AND OM VOT CREATE A
NEW STREET QR CHANGE AN DUSTING SIMET.
0. PARA&L TAYLOR, PLS L-3729 DATE
THIS MAP IS ONLY INIUMM FOR TME PARM
ANO FlURPONS SWok INS MAP IS WOT FOR
FAMOCATION. NO TITF.E FVQRT PROW
NOTF-,
QCT PROVOED OY I&DER. NOT
TEF IW LISM FOR STAMM PUWOSES.
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COMMONS or
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t �
'P$ t
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271 GRAPHIC SCALE
P R E L I M I N A R Y
n I rkr n P A k I 1 inch - DQ It
GARY ROBINSON HOMES
D ISDN LANE
LOT ZS THE PLANTATION AT VINEYARD GREEN SUBDIVISION aunvzw dk2f
NEILL'S CREEK TWP., NARNETT CO., NC """'AO' KC
DAM tRst1,887.3
P.B. 2004 PG. 904 v:c.ePi u
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