20230384 Ver 1_Riparian Buffer Authorization Request_20230309

Buffer Authorization Application Form
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Buffer Authorization Online Form -
Update 10/23/2018
Original Submittal 3/9/2023
A. Owner/Applicant Information
General Information
Primary Contact Email:*
Who is submitting the application?*
[e-mail]
Please list the contact person's email for questions or payment on this project if needed.
4 Owner
(] Applicant other than Owner
(] Agent
Is there an agent working on this application but Yes
not submitting it? No
1. Property Owner Information:
.............................................................................................................
la. Name on Recorded Deed:*
1b. Responsible Party:
lc. Mailing Address:*
1 d. Telephone:*
6083853420
TBP CLANTON ST LLC
Chris Smith
(for Corporations)
Street Address
3907 Sherman Avenue
Address Line 2
City
Raleigh
Postal / Zip Code
27606
B. Project Information and Prior Project History
............................................................................................
1. Project Information
............................................................................................
la. Name of Project: *
State / Province / Region
NC
Country
US
le. Email Address:* [e-mail]
3907 SHERMAN AVE Duplex and ADU
(Subdivision, facility, or establishment name)
1b. Is this a publicly -funded transportation project?*
Yes
No
Id. Subdivision Name: N/A
le. Nearest Municipality: Raleigh
1f. Property Size: 0.08
acres

1 g. County (or Counties) where the project is located:*
Wake
1h. Property ID#
0794108201
Tax PIN or Parcel id
li. Deed Information
Date of Purchase
12/28/2021
Type of Book
Book#
Page#
Deed
018862
01269-01271
Map
1947
17
1 j. Attach a copy of the recorded map that indicates when the lot was last platted.
Click the upload button or drag and drop files here to attach document
PDFViewWake (1) 1907 Sherman Ave Raleigh
117.62KB
NC.pdf
PDF only
1k. How would you like to provide the Latitude and Longitude information? *
Address Lookup
Manually
Address Lookup Street Address
3907 Sherman Avenue
Address Line 2
City State / Province / Region
Raleigh NC
Postal / Zip Code Country
27606 US
Latitude* 35.7834256
Longitude* -78.6905415
11. Is the project located in any of North Carolina's twenty coastal counties?*
2. Surface Waters
2a. Name of the nearest body of water to proposed project: *
2b. Water Quality Classification of nearest receiving water:
Neuse River
GAA
Yes
No
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
0
(linear feet only)
3. Project Description:
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:
The site has trees and overgrown vegetation on it. There is a cell phone tower to the west of the property and a duplex to the east of
the property.

3b. Attach an 8 1/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
Click the upload button or drag and drop files here to attach document
Most Resent topo map.pdf
PDF only
12.97MB
3c. Attach an 8 1/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the project site.
Click the upload button or drag and drop files here to attach document
PDF only
4. Proposed Activity
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used: *
We are proposing to build a duplex on this lot for affordable housing. We are requesting an encroachment up to 15 feet into zone 2.
We will use a mini caterpillar excavator to dig the footings. That mini excavator will not go past the building foundation at anytime.
Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach document
SHERMAN AVE BUID AREA PDF MARCH 9
16.18MB
2023.pdf
PDF only
5. Jurisdictional Determinations
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this property/project
(including all prior phases) in the past?
Yes
* No
6. Project History
*
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? *
Yes
® No
7. Future Project Plans
7a. Is this project a phased project?*
C. Proposed Impacts Inventory
Buffer Impacts
Yes
ta® No
Project is in which protected Basin?*
Neuse River Basin (15A NCAC 02B.0233)
Catawba River Basin (15A NCAC 02B.0243)
Randleman Lake Watershed (15A NCAC 02B.0250)
Tar -Pamlico River Basin (15A NCAC 02B.0259)
Jordan Lake Watershed (15A NCAC 02B.0267)
Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# - Reason
Stream Name
Buffer Impact*
Impact Type
Zone 1
Zone 2
Sherman / Clanton
Map label (e.g. Road Crossing 1)
C/L Drainage
Permanent (P)
Perm or Temp
Allowable
0.00
Square Feet
220.00
Square Feet

Total Zone 1 Impacts: 0.00
Total Zone 2 Impacts: 220.00
Total Buffer Impacts: 220.00
Comments:
We very much appreciate your consideration on this project. We take very serious care and time while building.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.
Very little impact will be needed in designing this project. We will stake out the foundation and then stay within this footprint.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
We will set up a buffer zone: Establish a buffer zone between the stream and the construction area. This zone can be left untouched,
or low -impact activities like planting native vegetation can be conducted within it to help stabilize the stream banks and filter runoff.
Limit heavy machinery: Limit the use of heavy machinery in the buffer zone and near the stream to avoid erosion, sedimentation, and
damage to vegetation. For example, rubber -tracked excavators or other low -impact machinery can be used instead of bulldozers.
Use erosion control measures: Use erosion control measures to minimize the amount of sediment that enters the stream. These
measures can include silt fences, straw bales, or erosion control blankets that help stabilize the soil and prevent erosion.
Use low -impact construction techniques: Use low -impact construction techniques that minimize the amount of disturbance to the soil
and vegetation. For example, using geotextiles or other permeable materials can help minimize soil disturbance and prevent erosion
The natural contours of the lot drain directly into the Raleigh Storm water system..
E. Diffuse Flow Plan
la. What type of SCM are you providing?*
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Proposed project will not create concentrated stormwater flow through the buffer
Other SCM that removed minimum of 30% nitrogen
lc. Diffuse Flow Documentation
F. Supplementary Information
Environmental Documentation
Click the upload button or drag and drop files here to attach document
SHERMAN AVE BUID AREA PDF MARCH 9
16.18MB
2023.pdf
PDF only
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
Yes
No
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR Surface
Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)?

2b. Is this an after -the -fact buffer authorization application?
Yes
No
G. Additional Information
......................................................................................................................................................................................................................................................................................................................................................
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments: Click the upload button or drag and drop files here to attach document
PDF only
Additional Comments:
I believe the stream buffer and taking the environment and land seriously is not only important for protecting the health and integrity of
the natural world, but it is also essential for ensuring sustainable development and fulfilling our ethical responsibilities as stewards of
the land. Please know that I will personally monitor all parts of the building. Please let me know if you have any questions or
concerns. Thank you so much, Chris Smith 608-385-3420
H. Sign and Submit
By digitally signing below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions
Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act");
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
o I intend to electronically sign and submit the application form."
Print Name: * Chris Smith
Signature
Submission Date: 3/9/2023
(Auto populated field)

Initial Review
Is this accepted into the review process? * Yes No
Is this project a public transportation project? * Yes
@ No
ID#* 20230384
Version:* 1
Select Reviewer: * Zachary Thomas:[e-mail]
Select Reviewing Office* Raleigh Regional Office - [phone]
Has payment been received?* No Payment Needed
Fee Received
Need Fee - send electronic notification

72
M.
M.
12
m
6fl
60
•59� "N
12 13 '14m°"E
05 06 07 0 N 10 11

7
s
}
1
1'
50.
�v
'1
db
°
33 32
ti
35
L6c
�G5-rF�T�
AVEig11
Cf�q;rmun, C+f Approved. -
of 2aleig.�
- f�l C�17+7l T7g CPnz n'1155/Ol1. _ -

LEGEND and NOMENCLATURE
SYMBOLS LINETYPES
0 Ex. iron pipe/rod or nail — x — Fence
❑ Ex. concrete monument — ou — Overhead utility
New iron pipe ----- Old property lines hereby removed
E) Calculated point — ss — Sanitary sewer
© Cable pedestal — SD — Storm drain
QT Telephone pedestal REFERENCES:
E Electric pedestal ABBREVIATIONS
FQ Fiber-optic marker DB Deed Book DEED BOOK 18862, PAGE 1326
0 Traffic signal box PB or BM Plat Book / Book of Maps 0 Water meter N/A Not applicable BOOK OF
MAPS 1947, PAGE 17
'ICr Fire hydrant PG Page BOOK OF MAPS 1995, PAGE 1037
IXi Valve (water or gas) S.F. Square feet
Sanitary sewer manhole AC. Acres *OTHERS SHOWN HEREON
OS
Q Sanitary sewer cleanout R/W Right-of-way
Q Storm curb inlet NCSR North Carolina State Route
Pq Drainage inlet (w/ grate) NCDOT North Carolina Dept. of Transportation
Storm drain manhole FIFE Finished -floor elevation
�) Utility pole EX. Existing
Lamp post RCP Reinforced concrete pipe
PVC Polyvinyl chloride pipe
-Q- Signal pole
P/L Property line
.I. Guy wire AG Above ground
8 Sign post BG Below ground
I
CATCH BASIN
SS TOP(FLOW): 375.77'
RIM: 376.23' MANHOLE I
BOX INV.: 368.47'
RS
INV.IN: 364.18' B
INV.OUT. 363.98' I
—Ss—Ss—SS—SS—SS $ SS—_% SS_ I
ss
�—ss—SS._ss.____Ss—Ss—w_m____ss—w10"DIP—W—n—ss—ss—ss—W—wCATCH BASIN
D4 �
g C/ TOP(FLOW): 375.74' SHERMAN AVENUE SS MANHOLE
g � BOX INV.: 367.79' (50 RIM: 389.98' PUBLIC R/W) I INV.: 375.03'
4.22' \ 1
NOTES:
1) All distances are horizontal ground distances in u.s. survey feet unless otherwise noted
Area(s) computed by coordinate geometry.
2) This survey does not include nor depict any environmental evaluations by this office. No
investigation into the existence of wetlands or riparian buffers performed in the preparation of
this survey.
3) Field survey performed October 21, 2021 thru January 4, 2022,
4) Surveyor has made no investigation or independent search for easements of record,
encumbrances, restrictive covenants, ownership title evidence or any other facts that an
accurate and current title search may disclose.
5) The locations of underground utilities as shown hereon (if any) are based on aboveground
structures and aboveground visual evidence only. Locations of underground utilities/structures
may vary from location shown hereon. Additional buried utilities/structures may be encountered.
No excavations were made during the progress of this survey to locate buried utilities/structures.
6) Subject properties are not located within a special flood hazard zone per FEMA Flood
Insurance Rate Map (FIRM) #3720079400J, effective date November 3, 2004.
7) The State Plane Coordinates for this project were produced with RTK GPS observations and
processed using the North Carolina VRS network. The network positional accuracy of the
derived positional information is ±0.07'.
Horizontal Datum = NAD 83 / 2011
Vertical Datum = NAVD 88
POSITIONAL ACCURACY CERTIFICATION:
I, Justin L. Luther, certify that this map was drawn under my supervision from an actual
GPS survey made under my supervision and the following information was used to
perform the survey:
(1) Class of survey: Urban Land Class (A)
(2) Positional accuracy: 0.07'
(3) Type of GPS field procedure: Real-time Kinematic network
(4) Date(s) of survey: October 21, 2021
(5) Datum / Epoch: NAD 83 (NSRS 2011)
(6) Published / Fixed -control used: NC Real-time Kinematic network
(7) Geoid model: Geoid 12B
(8) Combined grid factor(s): 0.99998435
(9) Units: U.S. Survey Feet
THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE
EXISTING EASEMENTS AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING
STREET
1, Justin L. Luther, certify that this plat was drawn under my supervision
from an actual survey made under my supervision from references as noted
on said plat; that the boundaries not surveyed are clearly indicated as drawn
from information as indicated under references; that the ratio of precision or
positional accuracy as calculated is greater than 1:10,000; that
this plat was prepared in accordance with NCGS 47-JO as amended.
Witne my original si nature, lice se number and sea/ this
day of 2022.
Professional
NEwco,
— — -_ ou you _ou_ ou—outy -
ou—ou—
CONTROL CORNER
N: 740, 257.21
E: 2, 091, 730.72 j I
5/8" IRON I 00
PIPE 0.1'BG
I 4
I I �-
PARCEL B
AMERICAN TOWERS LLC
DB 16655, PC 308
BM 1995, PC 1037
PIN: 0794-10-6250
PART OF LOT 37
312 S.F.
0.007 AC.
PIN:0794-10-7232 1 \
3911 SHERMAN AVE.
1
1
5/8" IRON
PIPE FLUSH
«'
frn
100
o
O
Z
'u--01—D1'-0U-0U-S 89'07'23" E 204.22' \
50.00' 7
�r
a \ /
4DWALL v
g=�
( CULVERT
20------ r, IN 367.80'
I-
i
I DISTANCE TO STREAM
O
_
r\
co
I�LAJ
0Qa
CD
w
r`"o
!
m \
I.
I b c2ar o,
N W 3w '
m `,
rn
000
I
N
t
o0
O
O
1 I
•-
y
I z
Z
m
11
1
O
I
z
DISTANCE
PART OF LOT 38 '
C
I
I 3,662 S.F.
m
I 0.084 AC.
PIN: 079440-7251
I 3909 SHERMAN AVE
I '
! 50.00'
l`
PROPOSE Df PLEX
SHOWS 10 I T ENCROACHMENT
WOULD LIK 5 FEET \
I1 REQUESTED AREA O I 1
ENCROACHMENT _
3
0.084 AC.
N: 0794-10-8201
7 SHERMAN AVE.
N
CD
m
m
N
S REAM Z
m
N
� tt
C
m w
m w
m
I
d"I I
� 1
CURRENT �I
BUILDABLE
w 1
_II
I
Lr, I I
00 1
0 1
10
I'
�Z I
rn
cr
' I N 88*59'17" W 204.30' (TOTAL)
I
j 14.30' II
1 I 1
SS MANHOLE $ I
I I
RIM: 376.45'
INV.IN: 361.85 I PARCEL C
INV.OUT: 361.75' THOMAS E. CARTER
I DB 15880, PG 2161
BM 1995, PC 1037
I PIN: 0794-10-8115
. I
I
I
I
I
CAIQo�/�i���i
•Q SEAL '
• L-5107
:.0/ vGis p• SURv�l���```��
....
71V L. 05���.�`
land surveyors, L/c, 7008 Harps Mill Road, Ste. �05, Raleigh, NC 276 �5, (9 �9� 847- �800, NC License #P-0203
(TOTAL) ou—ou—W—au .U-,-a, «,-01-r
50.00' wT I $0.00'
/
¢u--ou �PIPE
x—j-5/8" IRON
FLUSH
1
CA1
cp
1
00
\ I /
)
/ N
I
Ln
1
1
I
Lo
35.4'
PART OF LOT 40 1
I I t
l
rDI
3,674 S.F.
I
PART OF LOT 41 i
it I
0.084 AC.
to3,680
(
S.F. 1 ► ►
I
3
PIN: 0794-10-8251
n
'' I
:-
I
0.085 AC.
I
3905 SHERMAN AVE.
OD ,-
I
► t I
I l
l
d
1
w l
Z M 00PIN:0794-10-9201
Z o �'''
I
t
1100 CLANTON ST.
lLID
I
oo
1
I—�0_',�
N
I
1 I I
I
O
L0
DID
v COV.
bo I
3 W
o0
j PATIO
P
ILL �
'
011
t
Z
EA
U
�� OD
P v l
I
I
I
\
x-_ x__
x--xa-x'x—)
5/8"
IRON
PIPE
FLUSH
-----------
BOUNDARY &TOPOGRAPHIC SURVEY
PROPERTIES OF
TBP CLANTON ST. LLC
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
20 10 0 20 40
SCALE: 1 "= 20'
0-
0
zN
0
_ 00
ry
0 Q
Z
U
z
Z
_O
W
�
W
J
m
m
Q
Ow
W
W
Q
W
m
Z
®)
0
0
payette designs
—Payette Desigm-
1
LIJ E
J O
Q U
G � —
G W co
J
Cn LU u
w N x
J co
U) co
O N
� U
U
ISM
UJ
Z)
z
UJ
z
Q
UJ
�Z
v J
O
MM
Z � CN
> r- N E
N O
�p Q U
�zCO co
J
wO,1E
W oQrn@
m� LL00 U)
o LU z_ t W
0 � � N
d O
o LULO
aLU
�2C0 N
0E� c2a
O w M
C7 � CO J O� �
Za <o
t�
DATE:
3/9/2023
SCALE:
NTS
SHEET:
G004

LEGEND and NOMENCLATURE
SYMBOLS LINETYPES
0 Ex. iron pipe/rod or nail — x — Fence
❑ Ex. concrete monument — ou — Overhead utility
New iron pipe ----- Old property lines hereby removed
E) Calculated point — ss — Sanitary sewer
© Cable pedestal — SD — Storm drain
QT Telephone pedestal REFERENCES:
E Electric pedestal ABBREVIATIONS
FQ Fiber-optic marker DB Deed Book DEED BOOK 18862, PAGE 1326
0 Traffic signal box PB or BM Plat Book / Book of Maps 0 Water meter N/A Not applicable BOOK OF
MAPS 1947, PAGE 17
'ICr Fire hydrant PG Page BOOK OF MAPS 1995, PAGE 1037
IXi Valve (water or gas) S.F. Square feet
Sanitary sewer manhole AC. Acres *OTHERS SHOWN HEREON
OS
Q Sanitary sewer cleanout R/W Right-of-way
Q Storm curb inlet NCSR North Carolina State Route
Pq Drainage inlet (w/ grate) NCDOT North Carolina Dept. of Transportation
Storm drain manhole FIFE Finished -floor elevation
�) Utility pole EX. Existing
Lamp post RCP Reinforced concrete pipe
PVC Polyvinyl chloride pipe
-Q- Signal pole
P/L Property line
.I. Guy wire AG Above ground
8 Sign post BG Below ground
I
CATCH BASIN
SS TOP(FLOW): 375.77'
RIM: 376.23' MANHOLE I
BOX INV.: 368.47'
RS
INV.IN: 364.18' B
INV.OUT. 363.98' I
—Ss—Ss—SS—SS—SS $ SS—_% SS_ I
ss
�—ss—SS._ss.____Ss—Ss—w_m____ss—w10"DIP—W—n—ss—ss—ss—W—wCATCH BASIN
D4 �
g C/ TOP(FLOW): 375.74' SHERMAN AVENUE SS MANHOLE
g � BOX INV.: 367.79' (50 RIM: 389.98' PUBLIC R/W) I INV.: 375.03'
4.22' \ 1
NOTES:
1) All distances are horizontal ground distances in u.s. survey feet unless otherwise noted
Area(s) computed by coordinate geometry.
2) This survey does not include nor depict any environmental evaluations by this office. No
investigation into the existence of wetlands or riparian buffers performed in the preparation of
this survey.
3) Field survey performed October 21, 2021 thru January 4, 2022,
4) Surveyor has made no investigation or independent search for easements of record,
encumbrances, restrictive covenants, ownership title evidence or any other facts that an
accurate and current title search may disclose.
5) The locations of underground utilities as shown hereon (if any) are based on aboveground
structures and aboveground visual evidence only. Locations of underground utilities/structures
may vary from location shown hereon. Additional buried utilities/structures may be encountered.
No excavations were made during the progress of this survey to locate buried utilities/structures.
6) Subject properties are not located within a special flood hazard zone per FEMA Flood
Insurance Rate Map (FIRM) #3720079400J, effective date November 3, 2004.
7) The State Plane Coordinates for this project were produced with RTK GPS observations and
processed using the North Carolina VRS network. The network positional accuracy of the
derived positional information is ±0.07'.
Horizontal Datum = NAD 83 / 2011
Vertical Datum = NAVD 88
POSITIONAL ACCURACY CERTIFICATION:
I, Justin L. Luther, certify that this map was drawn under my supervision from an actual
GPS survey made under my supervision and the following information was used to
perform the survey:
(1) Class of survey: Urban Land Class (A)
(2) Positional accuracy: 0.07'
(3) Type of GPS field procedure: Real-time Kinematic network
(4) Date(s) of survey: October 21, 2021
(5) Datum / Epoch: NAD 83 (NSRS 2011)
(6) Published / Fixed -control used: NC Real-time Kinematic network
(7) Geoid model: Geoid 12B
(8) Combined grid factor(s): 0.99998435
(9) Units: U.S. Survey Feet
THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE
EXISTING EASEMENTS AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING
STREET
1, Justin L. Luther, certify that this plat was drawn under my supervision
from an actual survey made under my supervision from references as noted
on said plat; that the boundaries not surveyed are clearly indicated as drawn
from information as indicated under references; that the ratio of precision or
positional accuracy as calculated is greater than 1:10,000; that
this plat was prepared in accordance with NCGS 47-JO as amended.
Witne my original si nature, lice se number and sea/ this
day of 2022.
Professional
NEwco,
— — -_ ou you _ou_ ou—outy -
ou—ou—
CONTROL CORNER
N: 740, 257.21
E: 2, 091, 730.72 j I
5/8" IRON I 00
PIPE 0.1'BG
I 4
I I �-
PARCEL B
AMERICAN TOWERS LLC
DB 16655, PC 308
BM 1995, PC 1037
PIN: 0794-10-6250
PART OF LOT 37
312 S.F.
0.007 AC.
PIN:0794-10-7232 1 \
3911 SHERMAN AVE.
1
1
5/8" IRON
PIPE FLUSH
«'
frn
100
o
O
Z
'u--01—D1'-0U-0U-S 89'07'23" E 204.22' \
50.00' 7
�r
a \ /
4DWALL v
g=�
( CULVERT
20------ r, IN 367.80'
I-
i
I DISTANCE TO STREAM
O
_
r\
co
I�LAJ
0Qa
CD
w
r`"o
!
m \
I.
I b c2ar o,
N W 3w '
m `,
rn
000
I
N
t
o0
O
O
1 I
•-
y
I z
Z
m
11
1
O
I
z
DISTANCE
PART OF LOT 38 '
C
I
I 3,662 S.F.
m
I 0.084 AC.
PIN: 079440-7251
I 3909 SHERMAN AVE
I '
! 50.00'
l`
PROPOSE Df PLEX
SHOWS 10 I T ENCROACHMENT
WOULD LIK 5 FEET \
I1 REQUESTED AREA O I 1
ENCROACHMENT _
3
0.084 AC.
N: 0794-10-8201
7 SHERMAN AVE.
N
CD
m
m
N
S REAM Z
m
N
� tt
C
m w
m w
m
I
d"I I
� 1
CURRENT �I
BUILDABLE
w 1
_II
I
Lr, I I
00 1
0 1
10
I'
�Z I
rn
cr
' I N 88*59'17" W 204.30' (TOTAL)
I
j 14.30' II
1 I 1
SS MANHOLE $ I
I I
RIM: 376.45'
INV.IN: 361.85 I PARCEL C
INV.OUT: 361.75' THOMAS E. CARTER
I DB 15880, PG 2161
BM 1995, PC 1037
I PIN: 0794-10-8115
. I
I
I
I
I
CAIQo�/�i���i
•Q SEAL '
• L-5107
:.0/ vGis p• SURv�l���```��
....
71V L. 05���.�`
land surveyors, L/c, 7008 Harps Mill Road, Ste. �05, Raleigh, NC 276 �5, (9 �9� 847- �800, NC License #P-0203
(TOTAL) ou—ou—W—au .U-,-a, «,-01-r
50.00' wT I $0.00'
/
¢u--ou �PIPE
x—j-5/8" IRON
FLUSH
1
CA1
cp
1
00
\ I /
)
/ N
I
Ln
1
1
I
Lo
35.4'
PART OF LOT 40 1
I I t
l
rDI
3,674 S.F.
I
PART OF LOT 41 i
it I
0.084 AC.
to3,680
(
S.F. 1 ► ►
I
3
PIN: 0794-10-8251
n
'' I
:-
I
0.085 AC.
I
3905 SHERMAN AVE.
OD ,-
I
► t I
I l
l
d
1
w l
Z M 00PIN:0794-10-9201
Z o �'''
I
t
1100 CLANTON ST.
lLID
I
oo
1
I—�0_',�
N
I
1 I I
I
O
L0
DID
v COV.
bo I
3 W
o0
j PATIO
P
ILL �
'
011
t
Z
EA
U
�� OD
P v l
I
I
I
\
x-_ x__
x--xa-x'x—)
5/8"
IRON
PIPE
FLUSH
-----------
BOUNDARY &TOPOGRAPHIC SURVEY
PROPERTIES OF
TBP CLANTON ST. LLC
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
20 10 0 20 40
SCALE: 1 "= 20'
0-
0
zN
0
_ 00
ry
0 Q
Z
U
z
Z
_O
W
�
W
J
m
m
Q
Ow
W
W
Q
W
m
Z
®)
0
0
payette designs
—Payette Desigm-
1
LIJ E
J O
Q U
G � —
G W co
J
Cn LU u
w N x
J co
U) co
O N
� U
U
ISM
UJ
Z)
z
UJ
z
Q
UJ
�Z
v J
O
MM
Z � CN
> r- N E
N O
�p Q U
�zCO co
J
wO,1E
W oQrn@
m� LL00 U)
o LU z_ t W
0 � � N
d O
o LULO
aLU
�2C0 N
0E� c2a
O w M
C7 � CO J O� �
Za <o
t�
DATE:
3/9/2023
SCALE:
NTS
SHEET:
G004