139 Indian Hills RdDDII SITE EVALUATION/IMPROVEMENT PERMIT & ATC
Davie County Health Department
OCT 1 3 2006 Environmental Health Section
P.O. Box 848/210 Hospital Street
�NIRONMENTAEHEALTN Mocksville, NC 27028
DAVIE uNN (336)751-8760/ Fax (336)751-8786
Application For: Site Evaluation/Improvement Permit ❑ Authorization To Construct(ATC) ❑ Both
***IMPORTANT"* THIS APPLICATION CANNOT BE PROCESSED UNLESS ALL OF THE REQUIRED
INFORMATION IS PROVIDED. Refer to the INFORMATION BULLETIN for instructions.
APPLICANT INFORMATION
Name to be Billed i _ Contact Person
Billing Address Home Phone 33 C- 9I ,-f— 99 C f,
City/State/ZIP _ C 1 Business Phone .336 'O 'i
Name on Permit/ATC if'Different than Above
Mailing Address
PROPERTY INFORMATION
NOTE: A survey;plat or site plan must accompany this application.
(Permit is�lid for 60 months i s' plan o expiration wi c mplete plat.)
Street Address :. IUL�S i City l/Qn e Tax PIN# %g-, d �f
Subdivision Name S ction/Lot# Lot Size
Directions/To Site: %n c� �i?L P, Jehcl — Ze;w7 e /i
Date House/Facility Corners Flagged /Il p " bel{ d,Je
If the answer to any of the following questions is "yes", supporting documentation must be attached.
Are there any existing wastewater systems on the site? ❑Yes ENo
Does the site contain jurisdictional wetlands? ❑Yes E�lo
Are there any easements or right-of-ways on the site? ❑Yes EfNo
Is the site subject to approval by another public agency? ❑Yes E rNo
Will wastewater other than domestic sewage be generated? ❑Yes 2No
IF RESIDENCE FILL OUT THE BOX BELOW
# People # Bedrooms t # Bathrooms . Garden Tub/Whirlpool ❑Yes ❑No
Basement: ❑Yes CRo Basement Plumbing: ❑Yes (Il-P�o
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: Peonventional ❑Accepted ❑Innovative ❑Alternative ❑Other
Water Supply Type: (�ounty/City Water ❑ New Well ❑Existing Well ❑ Community Well
Do you anticipate additions or expansions of the facility this system is intended to serve? ❑ Yes U11 fly
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 understand that I am responsible for all charges incurred
from this application. I hereby grant right of entry to the Authorized Representative of the Davie County Health Department to
conduct necessary inspectionsjv determine compliance with applicable laws and rules on the above described property located in
Davie County and owned by m l% 4 L-Url -.J ttA.'_1
Prop rty owner's or owner's lega r presentative signature
696
l
ate "
Site Revisit Charge
Date(s):
Client Notification Date:
EHS:
Sign given L9'Yes ❑No Account #
Revised 2/06 Invoice #
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APPLICANT INFORMATION
Account #: 990004142
Billed To: Ronald Jones
Reference Name:
Proposed Facility: Residence
Water Supply
Evaluation By:
On -Site Well
Auger Boring
DAVIE COUNTY HEALTH DEPARTMENT
Environmental Health Section
Soil/ Site Evaluation
PROPERTY INFORMATION
Tax PIN/EH #: 5778-09-4336.03
Subdivision Info: Jones Estate Lot # 3
Location/Address: Indian Hills Drive -27006
Property Size: see map Date Evaluated:
Community
Pit
Public
Cut
FACTORS 1 2 3 4 5 6 7
Landscape position
Slope %
HORIZON I DEPTH
Texture group
Consistence
Structure
Mineralogy
HORIZON II DEPTH
Texture group
Consistence
Structure
Mineralogy
HORIZON III DEPTH
Texture group
Consistence
Structure
Mineralogy
HORIZON IV DEPTH
Texture group
Consistence
Structure
Mineralogy
SOIL WETNESS
RESTRICTIVE HORIZON
SAPROLITE
CLASSIFICATION
LONG-TERM ACCEPTANCE RATE
SITE CLASSIFICATION:
LONG-TERM ACCEPTANCE RATE:
REMARKS:
LEGEND
EVALUATION BY:
OTHER(S) PRESENT:
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
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
Naim
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)
LTAR - Long-term acceptance rate - gal/day/ft2 DCHD 05/05 (Revised)
7Evaluation/improvement
R SITE EVALUATION/IMPROVEMENT PERMIT & ATC
Davie County Health Department
Environmental Health Section
P.O. Box 848/210 Hospital Street
Mocksville, NC 27028
(336)751-8760/ Fax (336)751-8786
Application For: Permit ❑ Authorization To Construct(ATC) ❑ Both
***IMPORTANT'"* THIS APPLICATION CANNOT BE PROCESSED UNLESS ALL OF THE REQUIRED
INFORMATION IS PROVIDED. Refer to the INFORMATION BULLETIN for instructions.
APPLICANT INFORMATION
Name to be Billed CYC► ' , ") Contact Person
Billing Address E ,U 261 J Z VZ Home Phone 3
City/State/ZIP C •y ' ; Business Phone 3 5 V
a
Name on Permit/ATC if'Different than Above
Mailing Address
PROPERTY INFORMATION
NOTE: A surveyplat or site plan must accompany this application.
(Permit islid for60 months wit�fe plan expiration wi c mplete plat.)
Street Address -�Nr" 11 r-lh/ 16�/�s �. ��IONdS rAtIN City f, V't2m Tax PIN# ;y 9 2S C'
Subdivision Name / Sectio/n/Lot# Lot Size
Directions/To Site: 1W c? r i?L' )t!_)t L-;:41 o/�-r s(L ��/�' • i l h
Date House/Facility Corners Flagged 1. P " 'b, 1 5-t},t; e
If the answer to any of the following questions is "yes", supporting documentation must be attached.
Are there any existing wastewater systems on the site? ❑ Yes QNo
Does the site contain jurisdictional wetlands? ❑Yes 0to
Are there any easements or right-of-ways on the site? ❑Yes ffNo
Is the site subject to approval by another public agency? ❑Yes EINo
Will wastewater othet than domestic sewage be generated? ❑Yes 0No
IF RESIDENCE FILL OUT THE BOX BELOW
# People # Bedrooms # Bathrooms Garden Tub/Whirlpool ❑Yes ❑No
Basement: ❑Yes Wo"" Basement Plumbing: ❑Yes RX6
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: Peonventional ❑Accepted ❑Innovative ❑Alternative ❑Other
Water Supply Type: 26ounty/City Water ❑ New Well []Existing Well ❑ Community Well
Do you anticipate additions or expansions of the facility this system is intended to serve? ❑ Yes
If yes, what type?
Z Q -.--
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 understand that I am responsible for all charges incurred
from this application. I hereby grant right of entry to the Authorized Representative of the Davie County Health Department to
conduct necessary inspection$ tQ determine co lliance with applicable laws and rules on the above described property located in
Davie County and owned by 11 V 4 EV H --J dA)F
ZZ
Prop rty owner's or owner's legat'r presentative signature
ate
Site Revisit Charge
Date(s):
Client Notification Date:
EHS:
Sign given LYYes ❑No Account # 7 l v _
Revised 2/06 Invoice #
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APPLICANT INFORMATION
Account #: 990004142
Billed To: Ronald Jones
Reference Name:
Proposed Facility: Residence
Water Supply:
Evaluation By:
DAVIE COUNTY HEALTH DEPARTMENT
Environmental Health Section
Soil/ Site Evaluation
PROPERTY INFORMATION
Tax PIN/EH #: 5778-09-4336.04
Subdivision Info: Jones Estate Lot # 4
Location/Address: Indian Hills Drive -27006
Property Size: see map Date Evaluated:
On -Site Well Community
Auger Boring Pit
Public
Cut
FACTORS 1 2 3 4 5 6 7
Landscape position
Slope %
HORIZON I DEPTH
Texture group
Consistence
Structure
Mineralogy
HORIZON II DEPTH
Texture group
Consistence
Structure
Mineralogy
HORIZON III DEPTH
Texture group
Consistence
Structure
Mineralogy
HORIZON IV DEPTH
Texture group
Consistence
Structure
Mineralogy
SOIL WETNESS
RESTRICTIVE HORIZON
SAPROLITE
CLASSIFICATION
LONG-TERM ACCEPTANCE RATE
SITE CLASSIFICATION:
LONG-TERM ACCEPTANCE RATE:
REMARKS:
EVALUATION BY:
OTHER(S) PRESENT:
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
CONSISTENCE
' MQist
VFR Very friable FR - Friable FI - Firm VFI - Very firm EFI - Extremely firm
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
LYQts�
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)
LTAR - Long-term acceptance rate - gal/day/ft2 DCHD 05105 (Revised)
I, George Robert Stone, certify that this plot was drawn under my
supervislon from on actual survey made under my supervision (deed descr 1ption
recorded in Book "_, Page * , etc.) ( other ); that the boundaries not
surveyed are clearly indicated as drawn from information found in Book ,
Page ' that the ratio of precision as calculated Is 1/10,000; that this
plat was prepared in accordance with G.S. 4T-30 as amended. Witness my original
signature, registration number and seal
this 9 day of October A D 2006
• RB 321 Q 295
Seal or Stamp George R. Stone
Surveyor
�N CAROB L 3162
20 tcESS��� ��'9 Registration Number
SEAL
' L-3162 W
T*I : 7 off: 2
� ROBERT
I, George Robert Stone, Professional Land Surveyor, L-316-I2�certify to certo one
of the following as indicated thus, ® or E ;
a. That this plat is of a survey that creates a subdivision of land within
the area of a county or municipality that has an ordinance that
regulates parcels of land;
E] b. That this plat is of a survey that is located in such portion of a
county or municipality that is unregulated as to on ordinance
that regulates parcels of land;
❑ C. That this plat is of a survey of an existing parcel or parcels
of land;
Od. That this plat is of a survey of another category, such as the
recombination of existing parcels, a court-ordered survey or other
exception to the definition of subdivision;
❑ e. That the information available to this surveyor is such that I am
unable to make a determination to the best of my professional
ability as to provisions contained in (a) through (d) above.
George R. Stone
Prof i-ol Land Surveyor, L-3162
STATE OF NORTH CAROLINA
COUNTY OF DAVIE
I,Review Officer of Davie County.
certify that the map or plat to which this certification
Is affixed meets all statutory requirements for recording.
Review Officer:
Date:
"NO APPROVAL REQUIRED BY THE COUNTY PLANNING DEPARTMENT"
Planning Director
Date
EIP - Existing Iron Pipe
PROPERTY UNE CALL TABLE
COURSE
BEARING
DISTANCE
COURSE
L-1
S 85°57' 10"E
297.00'
L-10
L-2
S 02°10'45"E
290.54'
L-11
L-3
S 02°10'45"E
332.12'
L-12
L-4
S 02°10'45"E
458.38'
L-13
L-5
0� L-6
S 02"10'45"E
S 02°10'45"E
393.00'
391.50'
L-14
L-15
L-7
N 89037'35"W
172.54'
L-16
L-8
N 89044'03"W
128.82'
L-17
L-9
N 02000'07"W
391.50'
416.22'
I, George Robert Stone, Professional Land Surveyor, L-316-I2�certify to certo one
of the following as indicated thus, ® or E ;
a. That this plat is of a survey that creates a subdivision of land within
the area of a county or municipality that has an ordinance that
regulates parcels of land;
E] b. That this plat is of a survey that is located in such portion of a
county or municipality that is unregulated as to on ordinance
that regulates parcels of land;
❑ C. That this plat is of a survey of an existing parcel or parcels
of land;
Od. That this plat is of a survey of another category, such as the
recombination of existing parcels, a court-ordered survey or other
exception to the definition of subdivision;
❑ e. That the information available to this surveyor is such that I am
unable to make a determination to the best of my professional
ability as to provisions contained in (a) through (d) above.
George R. Stone
Prof i-ol Land Surveyor, L-3162
STATE OF NORTH CAROLINA
COUNTY OF DAVIE
I,Review Officer of Davie County.
certify that the map or plat to which this certification
Is affixed meets all statutory requirements for recording.
Review Officer:
Date:
"NO APPROVAL REQUIRED BY THE COUNTY PLANNING DEPARTMENT"
Planning Director
Date
Tax Lot 44
EIP - Existing Iron Pipe
BoC - Back of Curb
TIE LINE CALL TABLE
PP - Power Pole
BEARING
DISTANCE
CM - Concrete Monument
MH - Man Hole
IRS - Iron Rebar Set
n/f Charles L. Lon
P/L - Property Line
COURSE
BEARING DISTANCE
N 02000'07"W
393.00'
PB - Plat Book
CMP - Corrugated Metal Pipe
RB - Record Book
N 02000'07"W
458.37'
T-1
S 85056'59"E
362.43'
N 02000'07'W
332.13'
T-2
S 70048'23"E
2796.01'
S 02000'07"E
309.58'
T-3
S 34011'01 "E
820.01'
N 89037'58"W
296.50'
T-4
N 86°51'53"W
416.22'
N 89038'38"W
297.52'
T-5
N 85052'41 "W
25.16'
N 89"39'10"W
298.94'
T-6
S 87047'52"W
42.44'
N 89039'46"W
300.16'
T-7
N 89038'11 7"W
164.93'
Tax Lot 44
EIP - Existing Iron Pipe
BoC - Back of Curb
EIR - Existing Iron Rebor
PP - Power Pole
Tax Map 1-7
LP - Light Pole
CM - Concrete Monument
MH - Man Hole
IRS - Iron Rebar Set
n/f Charles L. Lon
P/L - Property Line
P/0 - Part of
C/A - Controlled Access
DB - Deed Book
DB 83 O PG 225
PB - Plat Book
CMP - Corrugated Metal Pipe
RB - Record Book
CPP _ Corrugated Plastic Pipe
DB 100 O PG 3
-F- 100 Year Flood Boundary
CB - Catch Basin
-0- Overhead Utilities
-S- Sewer Line
T -Bar w/cap F
/
-9
WV - Water Volve
L-10
by Flat Iron B�
NMP - Nonmonumented Point
Shed
CL - Center Line
RRS - Rail Road Spike
EP - Edge of Pavement
CTV - Coble Television Pedestal
r -------%
:Proposed:
EfB - Electric Transformer Box
Shed
�I
CO - Sanitary Sewer Clean Out
(nts) - Not to Scale
House
10 x 70 SE - 10' x 70' Sight Easement
120 0
120 240 360
` --- --j
_[f
r_______ t
:Proposed:
% House
A Denotes Nonmonumented Points Defining Center Line
h '
NMP in dip
Sycamore Tree
Pond
O
I_j
i
2.700 Acres +/-
2.700 Acres +/-
'1
Proposed 30' Access Easement
See Easement Call Table
Id
- -
�-E-7
--E-8
T-Bar�w/cap F by
1&1/2" LIP w/f ttin
i
L-6
IRS
L
Tax Lot
p
Tax Me 1-755.01
}^
Tax aTax
1-7
n/f Her on W. Stevens I�
n/f Ellis Kent Walser
RB 637 PG 988 .I
RB 322 O PG 845
1" OP Fnd
Mgle Iron Fnd
NAD
83
0
00
R/W - Right -of -Way LEGEND FC - Face of Curb
EIP - Existing Iron Pipe
BoC - Back of Curb
EIR - Existing Iron Rebor
PP - Power Pole
P - Post
LP - Light Pole
CM - Concrete Monument
MH - Man Hole
IRS - Iron Rebar Set
CH - Chord Distance
P/L - Property Line
P/0 - Part of
C/A - Controlled Access
DB - Deed Book
CP - Concrete Pipe
PB - Plat Book
CMP - Corrugated Metal Pipe
RB - Record Book
CPP _ Corrugated Plastic Pipe
PG - Page
-F- 100 Year Flood Boundary
CB - Catch Basin
-0- Overhead Utilities
-S- Sewer Line
-X- Fence
WM - Water Meter
Fnd - Found
WV - Water Volve
n/f - Now or Formerly
BM - Bench Mork
NMP - Nonmonumented Point
TBM - Temporary Bench Mark
CL - Center Line
RRS - Rail Road Spike
EP - Edge of Pavement
CTV - Coble Television Pedestal
TP - Telephone Pedestal
EfB - Electric Transformer Box
-W- Water Line
CO - Sanitary Sewer Clean Out
(nts) - Not to Scale
CF: Combined Factor
10 x 70 SE - 10' x 70' Sight Easement
120 0
120 240 360
GRAPHIC SCALE - FEET
Tax Lot 57
Tax Map 1-7
n/f Darlene S. Stroud
DB 178 O PG 130
"1 (we) hereby understand that this plat is approved as exempt from the
Subdivision Ordinance of Davie County. This is a family subdivision and
is for the exclusive purpose of conveying land among family members
within the third degree of lineal kinship. These lots/tracts shall not be
used for the purpose of sale or building development, either now or in the
future, except for those family members. Additional approvals may be
required by Davie County or its successor agency before any subsequent
sale or building development may occur."
Owner(s) Date
Owner(s) Date
Owner(s) Dote
Owner(s)
Date
I further acknowledge that my family members who will be
conveyed the newly created family lots are:
1. Sherry J. Jaycocks
co-owner/sister Lot #1
2. Mark Douglas Jones
co-owner/brother Lot #1
3. Donna Kay Seaford
co-owner/sister Lot #1
4. Ronald Gray Jones
co-owner/brother Lot #1
5. Mark Douglas Jones
co-owner/brother Lot #2
6. Ronald Gray Jones
co-owner/brother Lot #3
7. Donna Kay Seaford
co-owner/sister Lot#4
8. Sherry J. Jaycocks
co-owner/sister Lot 5
"T
Pond
1 Shed
3.135 Acres
r' ed,
Filed for registration at
o' clock
20 and recorded
M
In Plat Book , Page .
M. Brent Shoal, Register of Deeds
Filing Fee Paid TWINPORT AZ MK
N: 241139.002 m
E: 477806.803 m
by
CALL TABLE FOR CENTER LINE
OF PROPOSED 30' ACCESS EASEMENT
DEPUTY -ASS I STANT CF: 0.99990724
Indian Hills Road
S.R. 1613
60' Public R/W 20'+/- Pavement
1
Of
COURSE
BEARING
DISTANCE -
Contact Address:
Sherry J. Jaycocks
E-1
S 85°57' 10"E
RRS Fnd O CL
165.49' Tie Line
c
E-2
N 85°57'10"W
131.51' Tie Line
r
)v
E-3
S 04024'1 7"W
314.47'
E-4
S 89037'58"E
151.94' '
NPORT
E-5
S 02010'45"E
317.10'
N: 241066 5.627 m
N: 241
E-6
S 02°10'45"E
458.39'
E: 478471.139 m
E-7
S 02010'45"E
393.00'
CF: 0.99990535
E-8
S 89039'46"E
15.01' rie Line
411
E-9
N 89039'46"W
285.14' Tie Line
N
A Denotes Nonmonumented Points Defining Center Line
h '
of Proposed 30' Access Easement
820
<\a
G�� `o><el
N
iRS1L 2IRS 1L 2 Total
(279.56') T -Bar w/cap o RRS Fnd O CL +\-
Fnd in Line
v
I 1O I i
(Proposed%a
House % 2.037 Acres
3
L-1 Total
Ji O _ 9_Orivewav�
s +
Shed PHouse o +/-
2.265 Acres N. t
_j Shed v o
IT ° n c
Building + y oX
I 4
- - - - Building r Garage s, -ravel Drive
•-E-6- - - - - - - - - - - - - ------------E-5---- - - - - -- -- �__- ' -
/ 4 - - - - Gravel/Dirt Form Road IRS L-3 IRS\`\ f- L-2 Total
- - Gravel/Dirt Form Road 1 �\ I
J__- 820
RRS Fnd O CL +\-
rT-5
(260 50') T -Bar w/cop a RRS Fnd O CL +\-
\ Fnd in Line
r Indian Hills Road
Tax Lot 55 Of^ <t S.R. 1613
Tax Ma1-7n/f Danny Burt Walser c 60' Public R/W 20'+/- Pavement
RB 322 O PG 848 ��
Tax Lot 54
Tax Map 1-7 PK -Nail Fnd O Intersection
n/f Charles W. Bailey of SR 1611 & SR 1613
DB 109 O PG 306
I (we) hereby certify that I am (we are) the owners)
of the property described hereon, which is located in
the subdivision Jurisdiction of Davie County and that
I hereby adopt this subdivision plan with my free
consent, established minimum building setback lines
and dedicate all streets, alleys, walks, parks and
other sites and easements to public or private use
as noted.
Data ornw(s)
osis owner(s)
Date Owner(s)
Date
Owner(a)
Owners:
Contact Address:
Sherry J. Jaycocks
168 Cedar Hill Lane
Mark Douglas Jones
Advance, NC 27006
Donna Kay Seaford
Ronald Gray Jones
Site Plan for:
Sherry J. Jaycocks,
Mark Douglas Jones,
Donna Kay Seaford,
& Ronald Gray Jones,
Property
Tax Lot 56, Tax Map 1-7,
Record Book 321 O Page 295
Total Area Tax Lot 56, Tax Map 1-7: 12.834 Acres +/-
(Inclusive of area within S.R. 1613 R/W)
Area computations by coordinate geometry
SCALE TOWNSHIP COUNTY STATE DATE
1" = 120' Fulton Davie North Carolina 10-09-2006
Sum Stone Land Surveying Company JOB No.
SC,DBA
George Robert Stone, PLS L-3162 17106S
MAPPED: 113 Drum Lane Phone (336) 998-4733 kW NO.
GRS Mocksville, N.C. 27028 17106S