107 Wyatt Drive Lot 53Davie Countv, NC Tax Parcel Report Tuesday, December 20, 2016
WARNING: '1'1i151S 1VU'1' A SURVEY
Parcel Information
Parcel Number:
F8030A0053
Township:
Shady Grove
NCPIN Number:
5870642275
Municipality:
Account Number:
82528109
Census Tract:
37059-803
Listed Owner 1:
PSC DEVELOPMENT COR INC
Voting Precinct:
EAST SHADY GROVE
Mailing Address 1:
P O BOX 5967
Planning Jurisdiction:
Davie County
City: HIGH
POINT
Zoning Class:
DAVIE COUNTY R -A
State:
NC
Zoning Overlay:
Zip Code:
27262-0000
Voluntary Ag. District:
No
Legal Description:
LOT 53 ESSEX FARM PHASE 1
Fire Response District:
ADVANCE
Assessed Acreage:
0.76
Elementary School Zone: SHADY GROVE
Deed Date:
5/2007
Middle School Zone:
WILLIAM ELLIS
Deed Book / Page:
007130818
Soil Types:
GnB2,EnC
Plat Book:
0009
Flood Zone:
Plat Page:
290
Watershed Overlay:
DAVIE COUNTY
Building Value:
Outbuilding & Extra
Freatures Value:
Land Value:
Total Market Value:
Total Assessed Value:
9A1� All data is provided as is without warranty or guarantee of any Idnd either expressed or Implied Including but not limited to the
Davie County, Implied warranties of merchantability or fitness for a particular use. All users of Davie County s GIS website shall hold harmless the
County of Davie, North Carolina, its agents, consultants, contractors or employees from any and all claims or causes of action due to
r'p NC or arising out of the use or Inability to use the GIS data provided by this webstte.
•IMP-ROVEMENT PERMIT
Davie; County Health Department
210 Hospital Street
P.O. Box 848
Mocksville NC 27028
Phone. 336-753-6780 Fax. 336-753-1680 PERMIT VALID UNTIL 4/16/2020
*NOTE TO INSPECTIONS DIVISION: Building Permits cannot be issued with this Improvement Permit.
Applicant: PSC Development -Cor,
0 r —T — n
Address: PO Box 340
City: Advance
State0l) NC 27006
Phone #: (336) 761-7300
Address/Road #:
PSG Development-Cor,LLC
Mocksville NC 27028
Structure: SINGLE FAMILY
# of Bedrooms:
# of People:
*Water Supply: PUBLIC
Saprolite System?
Design Flow:
PS LPP
OYes @No
A Q S
Property owner: PSC Development -Cor,
Address:
PO Box 340
City:
Advance
State/Zip:
NC 27006
Phone #:
(336) 751-7300
Subdivision: Essex Farm
Soil Application Rate: 0 2 7 5
*System Classification/Description:
TYPE III B. SYSTEM W/SINGLE EFFLUENT PUMP
*Proposed System: 50% REDUCTION
Phase: Lot: 53
Directions
Hwy 64 east, left on Cornatzer Rd. pass Beauchamp
Rd, on Left, Essex Farm on left
Minimum Trench Depth: 2 8 Inches
Maximum Trench Depth: a 8 Inches
Septic Tank:
1 5 0 0 Gallons
1 -Piece: DYes QNo
Pump Required: @Yes ONo QMay Be Required
Pump Tank: 1 5 0 0 Gallons
1 -Piece: DYes QNo
Repair System Required:@Yes ONo ONo, but has Available Space
Repair System
*Site Classification: PS LPP
Soil Application Rate:
. a 7 s
*System Classification/Description:
TYPE III B. SYSTEM WlSINGLE EFFLUENT PUMP
*Proposed System: 50% REDUCTION
Minimum Trench Depth: a 8 Inches
Maximum Trench Depth: a 8 Inches
Pump Required: @Yes O N o O Maybe Required
Pagel of 3
CDP File Number 191864 - 1 County ID Number
"Site Modifications ❑ Open Fill Sheet
No grading or construction activity is allowed in areas designated for system and repair without approval of Health Department.
"Permit Conditions
The issuance of this permit bythe Health Department in noway guarantees the issuance of other permits. The permit holder
is responsible for checking with appropriate governing bodies in meeting their requirements.
The layout for this syiem has been designed by Soil &Environmental Consultants, PA. Seepage 4 for design. All design criteria can be picked up at
Davie Env. Health. The house sizes and exact location of the site must not exceed the design dimensions as specified in the design layout.
Site Plan The Improvement Permit shall be valid for 5 years from date of issue with a site pian (means a drawing not necessarily drawn to
scale that shows the existing and proposed property tines with dimensions, the location of the facility and appurtenances, the
site forthe proposed Wastewater system, and the location of water supplies and surface waters).
Plat The Improvement Permit shall be valid without expiration with plat (means a property surveyed prepared by a registered land
surveyor, drawn to a scale of one inch equals no morethan 60 feet, that includes: the specific location of the proposed facility
O and appurtenances, the site for the proposed Wastewater system, and the location ofwater supplies and surface waters. Plat
also means, for subdivision lots approved by the local planning authority and recorded with the county register of deeds, a copy
of the recorded subdivisions plat that is accompanied by a site plan that is drawn to scale).
The Department and Local Health Department may impose conditions on the Issuance and may revoke the permits for failure of
the system to satisfy the conditions, the rules, or this article. This permit is subject to revocation If the site pian, plat, or intended
use changes (NCGS 130A -335M). The person owning orcontrolling the system shall be responsible for assuring compliance
with the laws, rules, and permit conditions regarding system location, installation, operation, maintenance; monitoring,
reporting, and repair (.1938(b))
Appiicantfl.egal Reps, Signature Required? OYes ONo
Applicant/Legal Reps. Signature: Date: /
"Issued By: 2140 -Nations, Robert Date of issue: 0 4/ 1 6/ 2 0 1 5
Authorized State Agent: OValid without Expiration?
O Create CA?
OHand Drawing @import Drawing
**Site Plan/Drawing attached.**
Page 2 of 3
IMPROVEMENT PERMIT
Davie County Health Department
210 Hospital Street
P.O. Box 848
Mocksville NC 27028
CDP File Number: 191864-1
County File Number:
Date:
Q Inch
Scale: QBlock
QN/A = ft.
IMPROVEMENT PERMIT
Davie County Health Department ,
210 Hospital street CDP File Number: 191864 -1
P.O. Box 848 ,
Mocksville NC 27028 County File Number:
Date: LO.,4,./ 1 6/ x 0 1 Sr.
Click below to Import an image from an external location: Drawing Type: Improvement Permit
DESIGN SPECS
i:^� —=
water meter local via ' , 55' � outlet
survey. cable and power DFgVE
approximate.
o
HOU sE I PIT 1
1500 gal tanks
P MANIFOLD
fs '
PIT 2 +'
o f l open cut drainage ditch
PIT 3
GRAPHIC SCALE
1 " = 50'
50 0 50 100
BASE MAP PROVIDED BY CLIENT ]j
e�uesmn+uxur .oecrtwaw-
F
}� SOA & Environnentat Consultants, PA1. awwww..r•r.ww. wr....wr�•w wuwr
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wa�pr meter local via 55
survey. cable and power DRIVE
approximate. 4 B p
o "
DESIGN SPECS
P. MANIFOLD
PIT 2
outlet
PIT 1
1500 gal tanks
open cut drainage ditch
GRAPHIC SCALE
1"=50'
50 0 50 100
BASE MAP PROVIDED BY CLIENT
U" comfy
WL mowre raa+.r
a enc ra►T - ES= r1W - Soil & Environmental Consultants, PASKET(M MAP _
..w.RRR ar re.w s L.r.A n an.. r—.4
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL HEALTH
ON-SITE WASTEWATER SECTION
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
Slicer — of
PROPERTY ID 0:
COUNTY: Davie_;:.,_
OWNER: Michael Houser Construction _ APPLICATION
DATE -11/13/07
ADDRESS: DATE EVALUATED:
PROPOSED FACILITY:4 bedroom Home PROPOSED DESIGN FLOW (.1949): 480 gpd_ PROPERTY SIZE:
LOCATION OF SITE: _Lot 53 PROPERTY RECORDED:
WATER SUPPLY: Private Public Well Spring Other
EVALUATTON ML-TfIOD: Aueer Borina , Pit Cut TYPE OF WASTEWATER: E�Scwaee Industrial Process Mixed
r
R
IF
I
L
S
#
.1940
LANDSCAPE
POSITION/
SLOPE %
IiORIZON
DEPTH
(IN.)
SOIL MORPHOLOGY
(•19th)
OTHER
PROFILE FACTORS
PROFILE
CLASS
& LTAR
.1941
STRUCTUREt
TEXTURE
.1941
CONSLSTENCEI
MINERALOGY
SOIL
WETNESS/
COLOR
.1943
SOIL
DEPTH
.1956
SAPRO
CLASS
.1944
RESTR
HORTZ
1
L
2-5%
0-9
NF SBXtCL
SS,SP,FRtSEXP
rib"
>48"
NA
PS
PS
B•23
M F SOK / C
SS. SP,FR/ SEXP
23.48
w F SBK / CL
SS, SP,FR/ SEXP
2
L
2-5%
0.26
w M SDKI CL
SS. SP,FR / SEXP
a48"
48"
NA
PS
PS
26-48
WO SBk I L.
93, SPYR l SEXP
L
2-5G
8.22
W F sBkt EL
Ss, sFift/ sEXP
r48"
r184
NA
PS
PS
22.48
WF SBK/ C
S. 5P.FR / SEXP
DESCRIFnDN
Available Space (.1945)
Systcm 4j 1SUT: ON
Sitc LTAR
COMMENTS,
1NIITAL SYSTEM 1. REPAIR SYSTEM
N
i1]
OIR FACTORS (.1946):
SITE CLASSIFICATION (.1943): _PS
EVALUATED
OTHER(S) PRI
UrOLPOI LOOZ 81130
L 98L8 i 9L 9££
gllLlal Aaa Aumoo amp SIT24ido3 Pa LLnszad
.Ioj vodag A101SiH x d 19P OUJO dH
layout for a 4 bedroom home
Notes:
Essex Farm Lot 53
Project No. 4-1773
Nov -07
FLAGGED
HI FS ELEVATION LINE LENGTH
100.0
110.5
4.90
FLAG
LINE #
COLOR BS
TBM
10.5
INSTR.1
103.4
1
Pink
2
Red
3
Orange
4
Yellow
5
Blue
6
Pink
7
Red
Notes:
Essex Farm Lot 53
Project No. 4-1773
Nov -07
FLAGGED
HI FS ELEVATION LINE LENGTH
100.0
110.5
4.90
105.6
75
5.90
104.6
150
7.10
103.4
150
7.70
102.8
150
8.30
102.2
155
8.80
101.7
128
9.40
101.1
65
Total
873
** TBM located top of culvert
**TBM is assumed to be 100'
**All measures in feet
**Nitrification lines are demonstrated on contour via colored pin flags
**BS and FS indicate rod readings
LINE LTAR SYSTEM NNOVATIVE
LENGTH GPD/FT' TYPE TYPE STRIBUTION
* System 435 0.275 Innov. chamber P. Manifold
Repair 290 0.275 Panel n/a P. Manifold
Notes:
** TBM located top of culvert
**TBM is assumed to be 100'
**All measures in feet
**Nitrification lines are demonstrated on contour via colored pin flags
**BS and FS indicate rod readings
Essex Farm Lot 53
Design Layout Specs
layout for a
4 bedroom home
Dec -07'
FLAG
FLAGGED
FLAGGED
LINE #
COLOR BS
HI FS
ELEVATION
LINE LENGTH
LINE LENGTH
TBM
10.5
100.0
INSTR.1
110.5
System
1
Pink
4.90
105.6
75
75
2
Red
5.90
104.6
150
120
3
Orange
7.10
103.4
150
120
4
Yellow
7.70
102.8
150
120
Total
450
435
Repair
_
5
Blue
8.30
102.2
155
125
6
Pink
8.80
101.7
128
100
7
Red -
9.40
101.1
65
65
Total
348
290
LINE LTAR SYSTEM NNOVATIVE
LENGTH GPD/FT' TYPE TYPE STRIBUTION
* System 435 0.275 Innov. chamber P. Manifold
Repair 290 0.275 Panel n/a P. Manifold
Notes:
** TBM located top of culvert
**TBM is assumed to be 100'
**All measures in feet
**Nitrification lines are demonstrated on contour via colored pin flags
**BS and FS indicate rod readings
Line #
Color
1
PINK
2
RED
3
ORANGE
4
YELLOW
120
total
Tap Sheet
Flow/Tap
gpd
SYSTEM
Elevation
Length
Hole Size
105.6
75
SCH 80 1/2
104.6
120
SCH401/2
103.4
120
SCH401/2
102.8
120
SCH401/2
feet =
435
gal/min =
Des. Flow
480
Pump Run=
17.90
soil LTAR
0.275
(INNOV LTAR)
0.366666667
Flow/Tap
gpd
Trench Area
Line LTAR
5.48
98.11
225
0.44
7.11
127.30
360
0.35
7.11
127.30
360
0.35
7.11
127.30
360
0.35
26.81
DESIGN SPECS
-YN00 A 1lYON Y11YOr OIN00 W . ILL r UL 1i1R
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Or.1Yq.lYO OA TO
I /
/�
water meter local via 55'
survey. cable and power DRIVE
approximate. o) L7 �®
4 p p
HOUSE 11
outlet
PIT 1
1500 gal tanks
P. MANIFOLD —
h
I
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Q�o
PIT 2- �� �`Q3�"8
I� 10
open cut drainage ditch
c r
F
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a
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PIT 3
GRAPHIC SCALE
1"=50'
50 0 50 100
BASE MAP PROVIDED BY CLIENT
LOT 83 OM 000
DAIN 0MWW
sit
Oa,r6NP Y. rYK'M
SEPMC SYSTEM LAYOUT
_ ESM RM _
Soll. & Environmental Consultants, PA
$
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P. MANIFOLD
BASE MAP PROVIDED BY CLIENT
70T
DESIGN SPECS
outlet
PIT 1
1500 gal tanks
open cut drainage ditch
GRAPHIC SCALE
1 11 = 501
57 M" OM
"19 C""
oet 1a1n.1+ 11...1[1..
SEPTIC SYSTEM LAYOUT
RW _
Soil & Environmental Consultants, PA
$
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PIT 2
FIELD LAYOUT
3
BASE MAP PROVIDED BY CLIENT
PIT 1
GRAPHIC SCALE
1 1' 500
53 M"
0A%W MOM3
laswr we aaa..
SEPTIC sYSTEM LAYOUT
- ESSU RW -
Soil & Environmental Consultants, PA
$
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DESIGN SPECS
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55'
DRIVE
50 4 BR PIT 1
HOUSE
1500 gal tanks
P. MANIFOLD
h
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8
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BASE MAP PROVIDED BY CLIENT
PIT 3
GRAPHIC SCALE
1"=50'
LOT 53EmRw
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water meter local via
survey. cable and power
approximate.
DESIGN SPECS
I
d 53
55,
5VE
BR
USE
P. MANIFOLD
1
i
Ile,
PIT 2 Q 3 w g
� o
m
iI �g
,
it
BASE MAP PROVIDED BY CLIENT
outlet
PIT 1
1500 gal tanks
French Drain
( V 1'wide x 3' deep
PIT 3 '
GRAPHIC SCALE
1" = 50'
u ea®c Rao ous rnrlr .• � p g 4 a � ,
r NNr./f r waver I RD
SEPTIC SYSTEM uYCUT _ ,,,,� _ Soil & EnvlronMental Consultants, PA
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catch basin
FLLJw END VIEW OF F. DRAIN
gravel
6 2—ez flow bundles T
SCH 40 PVC
;.� 8"slotted drain tile
I--r�
Line #
6
7a
7b
8
9
Flow Sheet-PPBPS LPP
REPAIR
Moles
Line
Line
Line
Color
#Panels
Panel
Length
Hole Size
Head
now
Red
8
1
36
5/32"
2.0
3.28
Blue
15
1
66
5/32"
2.0
6.15
Blue
15
1
65
5/32"
2.0
6.15
Pink
16
1
70
5/32"
2.0
6.56
Red
16
1
70
5/32"
2.0
6.56
Total
70
307
29.70
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mu
OR tmm
PIT 2
BASE MAP PROVIDED BY CLIENT
DT W ESSEX ROAD DAME CCUW
CIE MMWrAo IeAaalel
SEPTIC SYSTEM LAYOUT— ESSEX ROAD —
SKETCH MAP
eNaE IaeRn, owe tAla/N
. RDIoaR aA E701 '
FIELD LAYOUT
PIT 3
PIT 1
GRAPHIC SCALE
1 " '= 50'
io(t & Environmental Consultants, PA
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P. MANIFOLD
DESIGN SPECS
I
I /
C (:53
55,
DRIVE
;0, 4 BR
HOUSE
PIT 2 Q� a ^�
® Q
Lo
m
I
PIT 3
PIT 1
1500 gal tanks
GRAPHIC SCALE
1 T = 507
50 0 50 100
BASE MAP PROVIDED BY CLIENT mmmmw
LOT, E3 ESSEX ROAD
DAME OOLWM
Dp[ ANLtIRY A10 NNR1715
�
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Soil & Environmental Consultants, PAsICETCHMaP
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L."** " iR c . C1 v � OrN D..YN 6 . ft.— 004)bfm.. 000 70F w"m
mN� nowfIIRIN
Mom M lav?
layeat for a 4 bedroom home
Notes:
Essex Farm Lot 53
FLAG
LNE #
COLOR BS
TBM
10.5
INWR.1
1
Pink
2
Red
3
Orange
4
Yellow
5
Blue
6
Pink
7
Red
Notes:
Essex Farm Lot 53
Project No. 4-1773
Nov -07
FLAGGED
HI ITS
ELEVATION
LINE LENGTH
100.0
110.5
4.90 -
105.6
75
5.90
104.6
150
7.10
103.4
150
7.70
102.8
150
8.30
102.2
155
8.80
101.7
128
9.40
101.1
65
Total
873
** TBM located top of culvert
**TBM is assumed to be 100'
*All measures in feet
**Nitrification lines are demonstrated on contour via colored pin flags
**BS and FS indicate rod readings
Essex Farm Lot 53
Design Layout Specs
layaat for a 4 bedroom home
Dec -07 '
FLAG
FLAGGED
FLAGGED
LIVE #
COLOR BS HI FS
ELEVATION LINE LENGTH
LINE LENGTH
UM
10.5
100.0
I1VSrR. 1
110.5
System
1
Pink 4.90
105.6
75
75
2
Red 5.90
104.6
150
120
3
Orange 7.10
103.4
150
120
4
Yellow 7.70
102.8
150
120
Total
450.
435
Repair
_
5
Blue 8.30
102.2
155
125
6
Pink 8.80
101.7
128
100
7
Red 9.40
101.1
65
65
Total
348
290
LINE LTAR SYSTEM NNOVATIVE
LENGTH GPD/FT' TYPE TYPE
STRIBUTION
System
435 0.275 Innov. chamber
P. Manifold
Repair
290 0.275 Panel n/a
P. Manifold
Notes:
** TBM located top of culvert
**TBM is assumed to be 100'
**All measures in feet
**Nitrification lines are demonstrated on contour
via colored pin flags
**BS and FS indicate rod readings
Ue#
1
2
3
4
Color
PINK
RED
ORANGE
YELLOW
total
Tap Sheet
SYSTEM
Elevation
Length
Hole Size
Flow/Tap
ggd
Trench Area
Line LTAR
105.6
75
SCH 801/2
5.48
98.11
225
0.44
104.6
120
SCH401/2
7.11
127.30
360
0.35
103.4
120
SCH401/2
7.11
127.30
360
0.35
102.8
120
SCH401/2
7.11
127.30
360
0.35
feet =
435
gal/min =
26.81
Des. Flow
480
Pump Run=
17.90
soil LTAR
0.275
(INNOV LTAR)
0.366666667
v
Q c APPtIC FOR SITE EVALUATION/IMPROVEMENT PERMIT & AT
3 2� Davie County Environmental Health
P.O. Box 848/210 Hospital Street
Mocksville, NC 27028
(336)751-8760/ Fax (336)751-8786
Apltcatiori F%: Site Evaluation/Improvement Permit ❑ Authorization To Construct(ATC) ❑ Both
i�ype of Application: ❑New System ❑Repair to Existing System ❑Expansion/Modification of Existing System or Facility
* * *IMPORTANT* * * THIS APPLICATION CANNOT BE PROCESSED UNLESS ALL OF THE REQUIRED
INFORMATION IS PROVIDED. Refer to the INFORMATION BULLETIN for instructions.
AFFLICAN 11NPORMA 1IVN
Name to be Billed 45C />c'V6aoprrrN t ems, Contact Person 72r ggy ,8476 ax
Billing Address 3fo Home Phone
City/State/ZIP _&Jocr� -G Z 702 @ Business Phone 7.5'1-7300
Name on Permit/ATC if Different than
Mailing Address
PROPERTY INFORMATION *Date House/Facility Comers Flagged
NOTE: A survey plat or site plan must accompany this application.
Included: ❑ Site Plan R?lat(to scale)
(Permit is valid for 60 months with site plan, no expiration with complete plat.)
Owner's Name �ASe ,ems-vjm9A&,rJr coat, 1AC,
Phone Number
7S/ - 73--10
Owner Address
City/State/Zip ,t r.,�ca.r
,�G 2 7oL9
Property Addre s
City
Lot Size, Tax PIN#
Subdivision Name(ifap licable) ES =
Sectio Lot#
Qii•ections To SjjC S 2
//"! Z
QYL!
;,4;4: S t?
Ct
If the answer to any of the following uestions is "yes", supporting documentatio} must be att ched.
2p1
Are there any existing wastewater systems on the site?
❑Yes
Does the site contain jurisdictional wetlands?
❑Yes ❑No
Are there any easements or right-of-ways on the site?
❑ies ❑ o
Is the site subject to approval by another public agency?
[]Yes ng
Will wastewater other than domestic sewage be generated?
❑Yes Cdl�lo
IF RESIDENCE FILL OUT THE BOX BELOW
# People # Bedrooms -6 # Bathrooms Garden Tub/Whirlpool ❑Yes ❑No
Basement: ❑Yes ❑No Basement Plumbing: ❑Yes []No
IF NON -RESIDENCE FILL OUT THE BOX BELOW
Type of Facility/Business Total Square Footage of Building # People
# Sinks # Commodes # Showers # Urinals
Estimated Water Usage (gallons per day) (Attach documentation of similar facility water consumption)
FOODSERVICE ONLY: # Seats
Type system requested: KConventional ❑Accepted ❑Innovative ❑Alternative ❑Other
Water Supply Type: Btounty/City Water ❑ New Well ❑Existing Well ❑ Community Well
Do you anticipate additions or expansions of the facility this system is intended to serve? ❑ Yes ❑ No
If yes, what type?
This is to certify that the information provided on this application is true and correct to the best of my knowledge. I understand
that any permit(s) or ATC(s) issued hereafter are subject to suspension or revocation if the site is altered, the intended use
changes, or if the information submitted in this application is falsified or changed I hereby grant right of entry to the Authorized
Representative of the Davie County Health Department to conduct necessary inspections to determine compliance with applicable
laws and rules. I understand that I am responsible for the proper identification and labeling of property lines and comers and
locating an ging or staking the houselfacility location, proposed well location and the location of any other amenities.
Site Revisit Charge
Prope r s or o er's legal represents re
Date(s):
Client Notification Date:
Date EHS:
Sign given ❑Yes []No Account # Tom'
Revised 11/06 Invoice#
-lQ 73
DAVIE COUNTY HEALTH DEPARTMENT
Environmental Health Section
Soil/ Site Evaluation
APPLICANT INFORMATION PROPERTY INFORMATION
Account #: 990004425 Tax PIN/EH #: 58ii1=64-22b0..5
Billed'To: PSC Development Corp. Inc. Subdivision Info: Essex Farm Lot # 53
Reference Name: Brad Coe Location/Address: Cornatzer Rd -27006
Proposed Facility: Residence Property Size: 0.760 A. Date Evaluated: q — ISS —U %
Water Supply:
Evaluation By:
On -Site Well Community
Auger Boring Pit
Public
Cu
FACTORS
tqt
4 K 4 5 6 7
Landscape position
Slope %
2
HORIZON I DEPTH
Texture group
03-
✓Consistence
Consistence
i
I r
- 1 f
Structure
1C
55K
K.
MineralogyF
X
HORIZON H DEPTH
-�I
Texture group
C
Consistence
q Ll
T T1 r
Structure
tz
Mineralogy
HORIZON III DEPTH
Texture group
Consistence
Structure
Mineralogy
HORIZON IV DEPTH
Texture group
Consistence
Structure
Mineralogy
SOIL WETNESS
RESTRICTIVE HORIZON
SAPROLITE
CLASSIFICATION
a
a s
u o
LONG-TERM ACCEPTANCE RATE
�. a 7
7�
SITE CLASSIFICATION:
LONG-TERM ACCEPTANCE RATE:
V
REMARKS: " 1-e 4 - u''e
EVALUATION BY- JkJ at
OTHER(S) PRESENT:
,A-- C) -o
LEGEND
Landscape Position
R - Ridge S - Shoulder L - Linear slope FS - Foot slope N - Nose slope
CC - Concave slope CV - Convex slope T - Terrace FP - Flood plain H - Head slope
Texture
S - Sand LS - Loamy sand SL - Sandy loam L - Loam SI - Silt
SICL - Silty clay loam SIL - Silty loam CL - Clay loam SCL - Sandy clay loam
SC - Sandy clay SIC - Silty clay C - Clay
Moist
VFR - Very friable FR - Friable FI - Firm VFI - Very firm EFI - Extremely firm
Stet
NS - Non sticky SS - Slightly sticky S - Sticky . VS -Very Sticky
NP - Non plastic SP - Slightly plastic P - Plastic VP - Very plastic
Structure
SC - Single grain M - Massive CR - Crumb GR - Granular ABK Angular blocky
SBK - Subangular blocky PL - Platy PR - Prismatic
Mineralogy ,
1:1, 2:1, Mixed
NALes
Horizon depth - In inches
Depth of fill - In inches
Restrictive horizon - Thickness and inches from land surface
Saprolite - S(suitable), U(unsuitable)
Soil wetness - Inches from land surface to free water or inches from land surface to soil colors with chroma 2 or less
Classification - S(suitable), PS (provisionally suitable), U(unsuitable)
01
LTAR - Long-term acceptance rate - gal/day/ft2 DCHD 05/05 (Revised)
CONSTRUCTION
* AUTHORIZATION
- Davie County Health Department
210 Hospital Street
. -- P.O. Box 848
Mocksville NC 27028
For Office Use Onl
Phone: 336-753-6780 Fax: 336-753-1680 0 4/ 1 6/ 2 0.1 0
Applicant: PSC Development -Cor, LLC/Terry
Butler
Address: PO Box 340
Property Owner: PSC Development -Cor, LLC/Terry
Butler
Address: PO Box 340
City: Advance
State2ip: NC
Phone #: (336) 751-7300
Property
City: Advance
27006 State2ip: NC 27006
11.1plone #: (336) 751-7300
Location & Site Information
M Subdivision: Essex Farm Phase: Lot: 53
FAddress/Road
elopment-Cor,LLC
e NC 27028
Directions
Structure: SINGLE FAMILY
Hwy 64 east, left on Cornatzer Rd. pass Beauchamp Rd,
on Left, Essex Farm on left
# of Bedrooms:
# of People:
-
*Water Supply: PUBLIC
System Specifications
Minimum Trench Depth: a 4 Inches
fication: PS LPP
ystem? OYes @No
rDesign
Minimum Soil Cover. 1 a Inches
: 4 $ 0
Maximum TrenchDepth: 3 6 Inches
Soil Application Rate: 0 2 7 5
Maximum Soil Cover: a 4 Inches
'System Classification/Description:
'Distribution Type: LOW PRESSURE PIPE
TYPE III B. SYSTEM W/SINGLE EFFLUENT PUMP Septic Tank:
1 5 0 0
Gallons
'Proposed System: 25% REDUCTION
1 -Piece: OYes QQ No
Pump Required: @Yes ONo OMay Be Required
Nitrification Field 1 3 4
5 Sq ft Pump Tank: 1 5 0 0 Gallons
No. Drain Lines 4
1 -Piece: OYes @No
Total Trench Length: 4 3 5 ft
GPM—vs— ft. TDH
Trench Spacing: _ 9
'0 Fe tes C.0 Dosing Volume: _ Gallons
Trench Width: 3
QInches
@ Feet
Grease Trap: Gallons
Aggregate Depth: inches
Pre -Treatment: ONSF OTS -1 OTS -II
Septic
Tank Installer Grade Levet Required: 01 011 0111 OIV
ones i of k
CDP File Number 191864 - 1
14
County ID Number:
If_.
❑ Open Pump System Sheet
Required:v i es vivu vrvu, uut ild5 Hvd11dU1C QPCIVC
/Repair System
Trench Spacing: 8 Q Inches 0.
'Site Classification: PS LPP o Feet O.C.
Design Flow: 4 8 0
Soil Application Rate: 0 a 7 5
'System Classification/Description:
TYPE III B. SYSTEM MINGLE EFFLUENT PUMP
Proposed System: 50% REDUCTION
Nitrification Field
Sq. ft.
No. Drain Lines 3
Total Trench Length: 3 4 8 ft
Trench Width: Q Inches
a e Feet
Aggregate Depth: inches
Minimum Trench Depth:
a
8
Inches
Minimum Soil Cover.
1
a
Inches
Maximum Trench Depth:
a
8
Inches
Maximum Soil Cover:
1
a
Inches
*Distribution Type:
LOW PRESSURE PIPE
Pump Required: Oyes ONO OMay Be Required
Pre -Treatment: ONSF OTS -I OTS -II
"Site Modifications
No grading or construction activity is allowed in areas designated for system and repair without approval of Health Department.
"Permit Conditions
The issuance of this permit by the Health Department in nowayguarantees the issuance of other. permits. The permit holder
is responsible for checking with appropriate governing bodies in meeting their requirements. ;
The layout for this sytem has been designed by Soil & Environmental Consultants, PA. See page 3 for design. All design criteria can be picked up at
Davie Env. Health. The house sizes and exact location of the site must not exceed the design dimensions as specified in the design layout.
This Authorization for Wastewater System Construction shall bevalid for a person equal to the period of validity of the improvement Penul% not
to exceed five years, and may be Issued at the same time the improvement Permit Issued (NCGS 130A-33G(b)). If the Installation has not been
completed during the period of validity of the Construction Permit, the Information submitted In the application for a permit or Construction
Authorization Is found to have been Incorrect, falsified or changed, or the site Is altered, the permit orConstruction Authorization shall become
Invalid, and may be suspended or revoked (.1937(g)). The person owning or controlling the system shall be responsible for assuring compliance
with the laws, rules, and permit conditions regarding system location, Installation, operation, maintenance, monitoring, reporting and repair
(1938(b)).
Applicant/Legal Reps. Signature Required? Oyes ONO
Applicant/Legal Reps. Signature- Date: / /
`Issued By: 2140 -Nations, Robert Date of Issue:. 0 4 / 1 6 / -) 0 1 5
Authorized State Agent: Malfunction Log OYes
01 -land Drawing @Import Drawing
**Site Plan/Drawing attached.**
Page 2 of 3
.• CONSTRUCTION AUTHORIZATION
Davie County Health Department
210 Hospital Street CDP File Number:
P.O. Box 848
Mocksville NC 27028 County File Number:
Date: .O.A / 1 6! 2 0 1 5
Click below to import an image from an external location: Drawing Type: Construction Authorization
DESIGN SPECS
:r
C, 53
water meter tocol via , Jr- rj'
survey. cable and power 0"
approximate. SO 4 gR Ir
I_I HOUSE
P.
PIT 2
�l
PIT 3
outlet
PIT 1
"1500 gol tanks
cut drainage ditch
GRAPHIC CS^CALE
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CONSTRUCTION AUTHORIZATION
Davie County Health Department
210 Hospital Street
P.O. Box 848
Mocksville NC 27028
Drawing Drawing Type: Construction Authorization
CDP File Number: y
County File Number:
Date: 0 4/ 1 6/ 0 1 5
J
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Scale: OBlock — ft•
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§
Davie County Environmental Health
P.O. BoxJ848/210 Hospital Street
Mocksville, NC 27028
.(336)751-8760/ Fax (330751-8786
Account #: 990004425 IMPROVEMENT PENIN/EH #: 5870-64-2265.53
Billed To: PSC Development Corp. Inc. Subdivision Info: Essex Farm Lot # 53
Address: PO Box 340 Location/Address: Cornatzer Rd -27006
City: Mocksyille
Property Size: See Map
Reference Name: Brad Coe
Proposed Facility: Residence
**NOTE**This Improvement Permit DOES NOT authorize the construction of a wastewater system. An
Authorization To Construct a wastewater system must be obtained from this office prior to the
construction/installation of a wastewater system or the issuance of a building permit(in compliance with
Article 11 of G.S. Chapter 130A, Wastewater Systems).- This Improvement Permit is subject to
revocation if site plans, plat or the intended use change.
Permit Type: DNew ❑Repair ❑Expansion Permit Valid for: O5 Years ONo Expiration
Residential Specifications: # Bedrooms # Bathrooms_ # People_ BasementO Basement plumbing❑
Non -Residential Specifications: Facility Type # People_ # Seats_
Square Footage(or Dimensions of Facility) -
Design Flow(GPD):
acility)
DesignFlow(GPD): Type of Water Supply: ❑County/City OWell ❑Community Well
Site Modifications/Permit Conditions:
Environmental Health Specialist
8
Soil & Environmental Consultants, PA
236 LePhfllip Court, Suite C - Coneorii, North Carolina 28025 - Phoae: (704) 720.9405 - Fax: (704) 720.9406
www.Sandrac.com,
FACSIMILE SHEET
FAXNO. (704) 720-9406
DATE: 11/87%07 Project Number: t -177W
To: NAME: Rob Nations CC:
COMPANY;Davie County_Healtii Dept
FAX NUMBER: (336)7611-R786
rROM; 'Wendell Overby
SUBJECT: Essex Farms
The following items are being Faxed. Number of pages including transmittal sheet: 9
x For Your Comments/Approval
_ For Your Information
Per Our Conversation
— Per Your Request
Please Advise
x Please Call
Wotdd Like To Discuss
_ Please Handle
HARD COPY SENT:
US Regular Mail
_Hand Delivery
— Overnight ..
x No Hard Copy Sent
Wendell
IF YOU HAVt ANY QUESTIONS OR PROBLEMS WITH THIS TRANSMISSION,
PLEASE CONTACT At (704-) 720-9205.
"CONFIDENTIALITY NOTICE"
This transmission is intended only for the use of the Individual or entity to which it iN addressed and may contain information
that 7N privileged and confidentinl. Irthe render erihiv message i4 net the intended recipiciit, you are hereby notified that any
disclosure, dinribution or copying ol'this information is strictly pruhibitod. 11'ynu have received this R'ammia&ion in errol'i-
hlcuxr notify its Itnme4iptety by telephone and ret im the faxed docnmtmp to uN at the abovraddress, via the UnitedStnte ,
l'os[al Srrvice.
Greenabom_Offiec - - - Raleigh offiev
3817-E Lawndale Drive - 11010 Raven Ridge Road -
Greensboro, NC27455 - _ RaleirXIQCZ76m
Phone: (336) 540-6234 - Phone: (919) 846.5900 _ -
Fax: (336) 540.8235 _ F= (919) 846.9467 _
BASE MAP PROVIDED BY CLIENT
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DEPARTMENT OFENVIRONMENT AND NATURAL RESOURCES -
- Sdeer_or —
DIVISION OFENVIRONMENTAL HEALTH -
PROPERTYIDR:
ON-SITE WASTEWATER SECTION - -
COUNTY: Davic
SOIL/SITE EVALUATION
,for ON-SITE WASTEWATER SYSTEM
OWNER: Michael Hauser Construction _ APPLICATION
- DATE_l 1/13/07 - - -
ADDRESS: - - DATE EVALUATED:
PROPOSED FAC ILiYY: 4 bedroom Home PROPOSED DESIGN FLOW (.1940):490 gpd_ . - PROPERTY SIZE:
LOCATION OF SITE: jot 21 PROPERTY RECORDED:
WATER SUPPLY: Private Public Well Spring Other -
EVALUATION METHOD: Auger Boring - E'Pit Cut TYPE OF WASTEWATER: E -Sewage Industrial Process Mixed
P
it
0
0
I
L
P
•
.1946
LANDSCAPE
POSQ-ION/
SLOPE %
-
'HORIZON
DEPTH
(IN.)
SOIL MORPHOLOGY
OTHER
PROFILE FACTORS ;
..
---__
PROFILE
CLASS
<AR
.1941.
STRUCTIR Et
TEXTURE
.1941
CONSISTENCEf
MINERALOGY
SOIL
SOIL
WETNESS/
COLOR
•1941
SOIL
DEPTH
.1956
SAPRO
CLASS
- .1944 -
RESTR
NORM
1
L
PS
MF GRSCL -
NS,NP,FR/NEXP
>52"
-
>5r
-
-
NA
P§
-
-
PS -
-
-
4.19
'M;FSBKICL
-SS;SP.FR/SEXP'
19.39
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SS, P.FI/SEXP
39.52
MFSBKI CL
SS SP FR SEXP
�+
L
7-9%
0-3
W FOR I SCL
NS. NP, FR/ NEXP
>45"
>46"
NA
-
PS - '
PS
-
3.11
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MM SRK/C
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3246
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L -
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>45'
>46"
NA
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2848
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-
>50"
NA
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-
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70
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IS SPPll3EXP'
37-50
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SSSPFISEXP
RESCRB'DRIS
Available Spaces (.1945)
System Type(s)
Sit: LTAR
rnM.M. WMTe•
WMALSYSTEM RSPAIRSYSIBM OTHER FACTORS(. 1940.
SITE CLASSIFICATION (.1948): PS
EVALUATED BY: Overby, Long
OTHER(S)PRESENT:--
DEPARTMENTOF ENViRONMErrT ANIS NATurtAL RESOURCES Sheet of
DIVISION OFENVIRONMENTAL AALV. - - - PROPERTY ID M
ON-SITE WASTEWATER SECTION - COl1NTY: D¢vic
SOM/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
OWNER: Michael Hauser Construction _ APPLICATION
DAYS 11!13!07
PROPOSED FACILITY: 4 bedroom Home PROPOSED DESIGN FLOW (.1949): 480 gpd_
LOCATION OF SITE: _Lo[ 22
WATER SUPPLY: Private Public Well Spring Otter
EVALUATION MEMOD: Auger Boring E Pic Cut TYPE OF WASTEWATER:
DATE EVALUATED:
PROPERTY SIZE: '
PROPERTY RECORDED:
EScmite Industrial Process - Mixed
e
R
1
L
>i
4
.1940
LANDSCAPE
P031T10.W
SLOPE %
-
HORIZON
DEPTH
(IN.)
SOIL IiIORPHOLOGW
OTHER
FROFILEFACTORS
—__ _. -- _-—--___ _.--
PROFILE
CLASS
<AR _
_
,1941
STRUCTURE/
TEXTURE
.1941
CONSISTENCE/
NIMERALOGY
.194z
SOIL
VJ=NTSS/
COLOR
.1943 -
SOIL
DEPPII
.1956
SAPRO
CLASS
.1944
RESTR -
HORIZ
1
L
1-9%
0-13
FILL - -
FILL
Mr,
->41P'
NA
PS ,
M —
11.44
WMABKIC'
33: SP.PW SEXP
:4.48
WFSBK/C
SS. P,FU SEXP
2
L
7.9%
040
FILL -
FILL
.
UN
L
7-9%
0.16
FILL
FILL
>55'
-
>55"
-
NA
PS
PS -
16.33
WM SBK/2
Ss. SP.R I SERF
3335
WFSBK/C
SS, SPd-V SEXP
4
25% - -
-
0.5
WF GPJSCL
NS. NP.VFR1 NEXP
>51"
->51",
NA
PS
PS
5-13
(VM-S-3KIBL
'SS, SPYR/SEXP
13-35
MMSBK/C
SS SP IL SEXP
354-51
WMSBK/C'
-SSSPFRSEXP
OPSCRTIMON YN A4SYV79M
Available Space (.1945)
Syslefn Type(s3
SituLTAR
REPAIRSYSTEM I OTHER FACTORS (.1946):_
SITE CLASSIFICATION (.1948):
EVALUATED BY: Overby
OTHER(S) PRESENT: - - - -
...W.IOI;Im..WRRW.R W..00 WV. MLNW wLlO�
DESIGN
SKETCH
MIOML RMdY1m1R4MlOM11 MAI WMI WW
WS.N R I®N A fLW VL N[� n[ Ia.WIIdW AL i ICER M M
'
rm u m s w1eranr •o mrmmelm wmauimn
TY W! YR IR169 WIIK YY � Inl OMl OIC SVf RROL
_
s Rla oamsvRW ixo ixa+aa uo�or Mr roue � ooW000
• ocnWlon ms Aa
In eros nel nlolollr ua
mm mw sal sr Wu
nvs Ilol naw. wn a vm
21 1500 g tanks
water meters from survey
cable and power approximated.
P. MANIFOLD
GRAPHIC SCALE.
1 = 60'
60 0 60 120
IBASE MAP PROVIDED BY CLIENT
> beaCoolr
_�Gonpq_u. i
yaloW 92'
DIVIDE
II -Z (-V f; V4: Jorm; - 8 of .7
DEPARTMENT OP ENVIRONMENT AND NATURAL RESOURCES Sherr—
of-DIVISION OF ENVIRONMENTAL HEALTH _ - PROPERTY ID0:
ON-SITE WASTEWATER SECTION COUNTY: Davie
SOIL/SITE EVALUATION
for ON -SITE -WASTE WATER SYSTEM
OWNER:MiduclHans'aConsttuctian _ APPLICATION
DATE_11113/07
ADDRESS: DA•TEEVVALUATED:__1
PROPOSED FACILITY: 4 bedroom Home PROPOSED DESIGN FLOW (.1949):480 gpd_ PROPERTY SIZE:
LOCATION OF SIIE:_.oL56 PROPERTY RECORDED. -
WATER SUPPLY: Private Public ZWell Spring Other
EVALUATIONMETHODt Auger Boring :Pit Cut TYPEOPWASTLIWATER: `,Sewage Industrial Process Mixed
R
1-
L
r
.1940
- LANDSCAPG
POSITION
SLOPE %
-
. HORTI.ON
DEPTH-
(IN.)
...
SOIL MORPHOLOGY
OTHER
PROFILE FACTORS - ..
-
.
-
PROFILE .
CLASS
-<AR
-
_ .1941
-STRUCTURF/- .CONSISTENCE/
TEXTURE NENERALOGY
.1942
.1442
SOIL
_
-VIMINFSSI-
COLOR
.1943
SOIL
DEPTH
- -
.. .1956
SAPRO
.CLASS
.1944
- -
RFSTR
HORIZ.
1
-L
-7—
as
wRORQ. NS.NNFRIMM
749' -
.
_Mir
NA
PS--..
-. ...
5-96
'WPSHK/(2-SS:SP,FIUSFXP"
30-48
WPS8KICL SS, P.FV SEXP
r}
1.
7.9%
0-5
WFGR/CL NS.NP.FRINEXP
>4r
Mr
NA
PS
P5.
.
5-30
WFSBK/CL SS.SP.PR/SExP
3047
WFS8KICL SS, P.FlI SEXP
L..
7-M
0.8
W P GRICL NS, NP.FW NEXP
>481•
>41r•
NA
-
PS
PS
- ---
B -0S
-WP sox/C' '5S. SP.FI/SEW
'
4
2-5%
0.3
Flet. FILL
AC - '
>5C
NA
PS
-
PS '
WF GRIM NS.NPXRISEXP
It -34
WFSBK/C SSSPFUSEXP
-34.34
MMSBKIC $S SPFl St:XP-
DESCRIPTION -
R4rrtALSYSTPM
- REPABtsYsrEM
OTHER FACTORS(. 1946). .
41TE CLASSIFICATION (, 244 �S
� _
EVALUATED BY: _OVERBY -
OTHER(S) PRFSL•NC:
-
Avoilabte Spnce (:190.5)"�
Sy3temTyp9S)
-
Sitc LTAR
DEPARTMENT Of EmliftONMENT AND NATURAL RESOURCES
DIVISION OFEVVIRONMENTAL HEALTH
ON -SM WASTEWATER SECTION
SOILISITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
m of 9
sheef —of,
PROPERTY ID#. -
COUNTY: Davie_
OWNER: Essex Fam APPLICATMXDATP—
ADDRESS: DATE EVALUATED;
PROPOSED FACILI1Y, 4 bedmomHome PROPOSED DESIGN FLOW (J949).490 gpd_ PROPERTY SIZE:
LOCATIONOF SITE: —Lot 65 PROPERTY RECORDED:
WATEILSUPPLY. Private Public Well Spring Oder
EVALUATION METHOD: AurcrBorine EPA Cut TYPE OF WASTEWATER: ---SewaRe Industrial Process Mixed
R
0
F
L
.1940
LANDSCAIT
POSITION/
SLOPE%
HORIZONPROnLc
DEPTH
(1K-)
SOU MORPHOLOGY
OTHER
PROFILE FACTORS
CLASS
& LTAR
1941
STRUCTURE/
TEXTURE.
.2941
CONSISTENCE/
MWERALOGY
1242.
SOIL
WETNESS/
COLOR
.1943
SOIL
DEM
.1956
SAPRO
CLASS'
1944
RESTR
HOR17
L
7-17%
0-6
MF SBYJ CL
SS, SP.FR I SEXP
148"
>48"
NA
PS
PS
&36
mm SSKIC
S.P.FIRISW
3648
WFSBK/CL
SS, SpVpw SEXP
L
0.6
wf ssric
ss. SP.FR t SLYP
>W
>46"
NR
PS
m
.6-36
WF SBKIC
S:KmtsE"
3648
WMSHKIC
SS, SP.FR I SEXP
0.8
WP S9wCL
SSISPMSEXP
>4r
>4r
NA
PS
PS
9-34
WF SHK/C
S.SPYRISEXP
N -A&
WFSBKICL
SS. Spm SOUL
0.8
. WF SaricL.
33 . spi-w I SEXF
>k"
>527'
NA
ps
ps
9.36
wFSDK/c
S.SPFRISEXPL
3642
-WFSEKICL.
ss.spn I SEXP -
DESCRUMON INiTLAL SYSTEM PMAIRSYSTEMI I OTHERFACTOR.S(.1946): —
Available SpaCc 945) SlIECLASSMCATION 1 (.1948.y
EVALUATED BY* _Qvcr y_
Symcm Tyws) OTHER(S) PRESENT: —R. Smith I
Site LTAR
CDP File Number 191868 - 1
County ID Number
'Site Modifications ❑ Open- Fill, Sheet
Nog. .radin9or constfuction activity is allowed in areas designated for system and repair without approval of Health Department.,
'Permit Conditions
The issuance of this permit bythe Health Department in no wayguarantees the issuance of other permits.The permit holder
is responsible. forchecking with appropriate governing bodies in meeting theirrequirements.. ;
The layout of this septic system has.been designed by Soli i Environmental Consultants, PA. See Page Mor the design. All design criteria.can be
picked up at Davie Env. Health: The house sizes and exact location on the site must not exceed the designdimensions as specified in the design
layout.
Site Plan Theimprovement Permit .shall bevalidfor 5years from date ofIssue with asite plan (means adrawing notnecessarllydrawn to
O. scale that shows the existing and proposed propertyllneswith dimensions, thelocationatthefactlityand appurtenances,tns
site for the proposed wastewater system, and the location of water supplies andsurfacewaters).
Plat The Improvement Permit shall be wlidwithout expiration with plat (means a property surveyed prepared by a registered land
O, surveyor, drawn to a scale of oneInch equals no morethan 60 feet, that Includes: the specific location of the proposed facility
and appurtenances, the site for the proposed Was tawatersystem. and the location ofwater suppiles and surface water s. Plat'
also means, forsubdlNslon lots approved by the local planning a4thority and recorded with the county regtsterof deeds, a, Copy;
of the recorded subdlNslons platthat is accompanied by a site plan that is drawn to scale).
The Department and Local Health Department may Impose conditions on the Issuance and may revoke the penults for failure of
the system to sagsty the conditions, the rules, or this article. This pemmit Is subject to revocation if the site pan, plat or Intended.
use changes (NCOS 13DAa36M). The person owning or controlling titesystem shall be responsible forassudng compllance
with the laws, rules, and permit conditions regarding'systern location, Installation, operation; maintenance, monitoring,
reporting,.and repair (As3s(b)}
Applicant/Legal Reps. Signature Required? Oyes ONo
Applicant/Legal Reps. Signature: Date:
'Issued By: 2140-Nauons,Robert
Authorized State
Date of Issue: 0 4/ 1 6/ a 0 1 5
OValid without Expiration?
a� 0Create CA?
01 -land Drawing .@Import Drawing
**Site Plan/Drawing attached.**
Page 2 of 3
,V
IMPROVEMENT PERMIT FarOffice Use only -
an
Davie County Health Department coP Fre Nuigher 1911868--A
-210 Hospital Street
Golinty ID Ntirnber
P.O. Box 848 Evaluated For. NEW_
Mocksville NC 27028 Township:
Phone: 336-753-6780 Fax: 336-753-1680 PERMIT VALID UNTIL 4/16/2020
*NOTE TO INSPECTIONS DIVISION: Building Permits cannot be Issued with this Improvement Permit.
Applicant:
PSC Development Cor,
Address:
Address:
PO Box 340
Cay:
Mlocksville
State2ip:
NC 27028
Phone 4:
(336)751-7300
Address/Road M
Essex Farm
Advance
Structure:
# of Bedrooms:
# of People:
*Water Supply:
NC 27006
SINGLE FAMILY
4
PUBLIC
LPP
Property owner* PSC Development Cor,
Address:
PO Box 340
CRY:
Mlocksville
State/Zip:
NC 27028
Phone #:
(336) 751-7300
Subdivision: Essex Farm
SaprotiteSystem? OYes ®No
Design Flow: 4 8 0
Soil Application Rate: 0 a 5
"System Classification/Description:
TYPE IV A. ANY SYSTEM WITH LPP DISTRIBUTION;
*Proposed System: 50%REDUCTION
Phase: Lot: 55
Directions
Hwy 64 East, left on Cronatzer, Essex Farm on left,
past Beauchamp Rd
Minimum Trench Depth:
Maximum Trench Depth:
Septic Tank:
1 -Piece:
Pump Required:
P, ump Tank:
1 -Piece:
a 8 Inches
a 8 Inches
1 5 0 0 Gallons
OYes @ No
®Yes ONo OMay Be Required
�a 5 , 0 :0. Gallons,
OYes ®No
Repair System Required:®Yes ONo ONO, but has Available Space
Repair System
*Site Ciassif cation: PS LPP Minimum Trench Depth: a 8 Inches
Soil Application Rate: 0 a 5
'SystemClassification/Description:
TYPE Iv A. ANY SYSTEM WITH LPP DISTRIBUTION.
'Proposed System: 50% REDUCTION
Maximum Trench Depth: a 8 Inches
Pump Required: ®Yes ONo OMaybe
Pagel of3
3 BR
45 HOUSE
44.
CIIA
• R d 60.Pink e2 -
I ,
GRAPHIC SCALE
1"=50'
50- 0 50 100
.,IDfN fse MD PSE g4MlI '��'�i pgz aT
o:Im..YY,YeAY F a i
R sP^ ,„, TM^ c¢x.�P E C Soil & Environmental Consultants, PA p x ”
Pi PYR N1nYPbW eYN•YniRC•WLYeNWw tYO•IIn-IMNbMC�fu PU TYMi O
Iia A eN
- �
Yellow 34•
- -
lo° 25'
- -/
NVYDA �Plwl 0.Z P[IWEIIOIII PLLM�YOYM
AR Wvs1I IlY NWME FOAMC•
A OLP[ vR LI[ iM1W
_
ff NIP PN4000MnL:f eR PM,N YOfNYSPHOD
NPpOId,IPAl lle '
A
IO mNP NPI�euO Ye
NNIwPIAYP,Y,.
-N Y,YP PY PC.YL IM P Lm
1 a`
55'
3 BR
45 HOUSE
44.
CIIA
• R d 60.Pink e2 -
I ,
GRAPHIC SCALE
1"=50'
50- 0 50 100
.,IDfN fse MD PSE g4MlI '��'�i pgz aT
o:Im..YY,YeAY F a i
R sP^ ,„, TM^ c¢x.�P E C Soil & Environmental Consultants, PA p x ”
Pi PYR N1nYPbW eYN•YniRC•WLYeNWw tYO•IIn-IMNbMC�fu PU TYMi O
Iia A eN
�SUEA9i i[R PPFINN,IM W.NNK WWpRS qLY. NL IOIb M.1 PCglrlE
AWRT'K 9! TIE a71A1M IFNIII E@M111[M! M A ID! 9f IR B� T6 YV '
SCUD PY V3C AS A CFMaY1 Ne6 E/I,E MlUS11FM5 MLL BE IEGSW! N 11E
nEEo art ro Pll wAxETY AxP >aPacxsne wNnwmi¢
Ts w.P Nxr NTsrs Emuxi sPA mmeurc n>Ie ox-sa sEPnc TAVI sson
SdIE OINFA CWSICfANWS TMT IliE4T 91E 9JIIABEM TUr EIKUD BE ECMAR?FD
' N IE�DCNIFM IXSM NE:
'
1) 1V 21VLt nrvM RJPW!/ YIC
2) 1N' SflNL% EIILYI NII .9L
SI DV SEiWS iRCM SIRUl6. RYDP pi WS
Sw NmrwU�p rMC I,pwL
- Approx.
15,000 sf
PIT4/
65
PIF
i
PIT6
Soil area contains inches or more
with
-
of usable material with potential to support
conventional systems. Requires county approval. .
Pit 2. shallow to rock, determined unsuitable
GRAPHIC SCALE
ill = 50'
50 0 - 50 100
BASE MAP PROVIDED BY CLIENT i
j91a, T11L ..pCR xMln - '>;•aa=as
v sEPTc sysm uvouT Essx rAxMs E C Soil & Environrlental Consultants, I ff
SKETCH MAP
-_ rxr m,lrt M>m u,Mw N.I.rlgnPn P.wsr,n ui<P. ®.n... nemaPm.re ax>)nNN n
MrxNN
)
�• PSC Development -Cor, LLC.
Phone: Mailing Address: Fax:
(336) 751-7300 PO Box 340 (336) 751-2669
Mocksville. NC 27028
February 6, 2015
Attached are 7 copies of prints for some of the housing footprints which RS Parker Homes has either built or
considering building on Essex Farm. Hope this helps in the decisions concerning septic system and maximum
acceptable house footprint for lots 51, 52, 53 and 54. We have been requiring the builder to side load the
garages, to minimize the passing traffic and adjoining homeowners from having to look at open garage doors and
homeowner goodies in the garage. Since lot # 51 can have a house facing Wyatt Way, we would side load from
Essex Farm Road, so that it would minimize driveway S.F. and not adversely affect the size of the footprint and
the type of septic system necessary. The other three lots would be a different situation, in that they face only
Wyatt Way. Anything that would fit within the criteria for 4 bedroom would be greatly appreciated.
Hope the attached helps with your analysis and welcome your ideas.
Reggar`ds,�
ff
Butler
PSC Devel ment-Cor; LLC
336-751-7 0 Office
336-408-1459 Mobile
+185 H LE
W S 82 —28'_00
+ 187 LE
O 100.00' E -` S 82'-28'—OOH E
�
S 82'-28'-00" 3.08' , 9. 1 • '90.39. 19.21' E ....
N 109 61' 125.29'
+,17 HOLE S 82'-28'_OO••
+179 HOL +178 HOLE E
+175 OLE J
3+ 173
(11)76 HOLE
C�
C) P 30001 Sq.Ft.I,
p tj I LL f4G E0.689 Ac.+/- +164 OL w
+N 300072 HOLE' _
o Q, o Htq.
EQ o o +171 - / 0.68.9 Ac.+/.. C)
l o00
"' 000w.o ./ o' mn CO.
r
�s2 � °moo
168 HOLE Z co
• /rL`L�� 167 HOLE 00 .
tK N
N O
co
100:00
65 -'
9.65 P
` 100 00�� / / \ 30001 Sq.Ft.
N 82-28'—pp" r �a0 C' 0.689 Ac.+/—
rYWA Y W C� 0 9
50+166
, .
S fR/W "� n + 166 �i�� HOLE
82'--2g'_ (public)
28 _ `+ 1163aQ�E
83
37.E