20200774 Ver 1_Riparian Buffer Authorization_20200611

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A. Applicant Information
1. Project Information
1 a. Name of project:
Quinn Property Footbridge
1 b. County:
Wake
1c. Nearest municipality:
Fuquay-Varina
1d. Subdivision name:
Smith Farms
1 e. Is the project located in any of North Carolina's twenty coastal counties?
If yes, answer 1f below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern (AEC)?
❑ Yes ❑ No
2. Owner Information
2a. Name on Recorded Deed:
Andrew I. Quinn and Jamily S. Quinn
2b. Deed Book and Page No.
011200 02186-02188
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
2002 1354
2d. Responsible Party
(for Corporations):
2e. Street address:
1350 Stone Lion Dr
2f. City, state, zip:
Fuquay-Varina, NC 27526
2g. Telephone no.:
919-931-0114
2h. Fax no.:
2i. Email address:
[e-mail]
3. Applicant Information (if different from owner)
3a. Applicant is:
❑ Agent ❑ Other, specify:
3b. Name:
3c. Business name
(if applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4. Agent/Consultant Information (if applicable)
4a. Name:
4b. Business name
if applicable):
4c. Street address:
4d. City, state, zip:
4e. Telephone no.:
4f. Fax no.:
4g. Email address:
FORM: BA 10-2013 Page 1 of 4

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
0300736
1 b. Site coordinates (in decimal degrees):
Latitude: 35.599445 Longitude:-78.777394
1 c. Property size:
.46 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Unnamed tributary to Terrible Creek
2b. Water Quality Classification of nearest receiving water:
River Basin Neuse
2c. River basin:
Neuse
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:
There is debris in the stream from previous cross assist attempts. Area is used as a pass thru and as such
clearings are developing on both sides of the stream and more paths in the general area.
3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
21
3e. Explain the purpose of the proposed project:
Provide a footbridge to allow for safe crossing of the stream which should also discourage other makeshift
bridge attempts that are unsafe and end up cluttering the stream.
3f. Describe the overall project in detail, including the type of equipment to be used:
Build the footbridge in my yard. Remove makeshift bridge and debris. Carry and place footbridge over
steam. It would be made of treated wood (same as I would use for a deck) and held together with deck
screws and bolts. It should rest flat on the ground 3ft on each side of the stream and still cover the 6ft span
over the stream. At present, I was not going to use posts to hold the bridge in place or install railings. I
figured the HOA or ACE or DWR would let me know if they wanted posts or railings.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
❑ Yes ® No ❑ Unknown
the Corps or State been requested or obtained for this
Comments: Recently reached out to the Corps
property/ project (including all prior phases) in the past?
and their only restriction was that concrete could
not be used (without a permit). OK to use posts
and backfill with existing dirt without a permit.
4b. If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company:
Name (if known):
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
5. Project History
5a. Have permits or certifications been requested or obtained
❑ Yes ® No ❑ Unknown
for this project(including all priorphases) in thepast?
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
FORM: BA 10-2013 Page 2 of 4

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected basin?
® Neuse
❑ Randleman
❑ Tar -Pamlico
❑ Jordan
❑ Catawba
❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
number—
Permanent (P)
or Temporary
T
Reason for
impact
Type of impact
(exempt, allowable,
allowable w/
mitigation)
Stream name
Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
B1 ® P ❑ T
Footbridge
Allowable
❑ Yes ® No
60
B2 ❑ P ❑ T
❑ Yes ❑ No
B3 ❑ P ❑ T
❑ Yes ❑ No
134 ❑ P ❑ T
❑ Yes ❑ No
B5 ❑ P ❑ T
❑ Yes ❑ No
136 ❑ P ❑ T
❑ Yes ❑ No
Total buffer impacts
1 c. Comments: Footbridge would be semi -permanent. Since it is just sitting there, it can be removed if needed
but the intent is to leave it there permanently.
D. Impact Justification and Mitigation
1. Avoidance
and Minimization
1 a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The footbridge is just replacing the prior crossing attempts. Some debris may still be left if it is determined that
it is currently something's home. No part of the natural buffer itself is being removed or displaced (other than
from post holes if requested).
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. Construction would be done in yard and then footbridge would be carried to stream when done.
2. Buffer Mitigation
2a.
Will the project result in an impact within a protected riparian buffer that
requires buffer mitigation?
❑ Yes ® No
2b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact
Total impact
(square feet
Multiplier
Required mitigation
(square feet
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation required:
2c.
If buffer mitigation is required, is payment to a mitigation bank or NC DMS
proposed?
❑ Yes ❑ No
2d.
If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e.
If no, then discuss what type of mitigation is proposed.
2f.
Comments:
FORM: BA 10-2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
® Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
❑ Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
Diffuse flow should
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
not be impacted.
Manual and attach a BMP Supplement Form.
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public federal/state land?
1 b. If you answered "yes" to the above, does the project require preparation of an
❑ Yes ❑ No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act NEPA/SEPA ?
1 c. If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
❑ Yes ® No
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 permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Andrew Ira Quinn 6/10/2020
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent by
First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal Service
For government transportation projects sent by
delivery service (UPS, FedEx, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
Karen Higgins Karen Higgins
NCDWR — 401 & Buffer Permitting Branch OR NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
FORM: BA 10-2013 Page 4 of 4

BKBM2002PGO1354
SITE
Rp\VRO�
S1301 N
NORFOLK &-:-35. Nam' Ao1
VICINITY MAP ( NOT TO SCALE) '
NOTES:
1. NO N.C.G.S. MONUMENTS FOUND WITHIN 2000'.
2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
3. AREAS BY COORDINATE COMPUTATION.
4. ALL AREAS DELINEATED AS "RIPARIAN BUFFER" MUST BE MAINTAINED AND
REMAIN IN ITS NATURAL STATE IN PERPETUITY BASED ON STATE AND LOCAL
REGULATIONS THAT ARE IN FORCE THAT MAY BE AMENDED FROM TIME TO
TIME. THE OWNER, HEIR, SUCCESSOR, ADMINISTRATOR, EXECUTORS AND
ANY AND ALL ASSIGNEES WITH PROPERTY IMPACTED BY THE "BUFFER" MAY
NOT DISTURB THE BUFFER AND MUST PROTECT AND PRESERVE SAID AREAS
ACCORDING TO EXISTING REGULATIONS.
LEGEND:
O =
EXISTING IRON PIPE
=
NEW IRON PIPE
$ =
COMPUTED POINT
R/W =
RIGHT OF WAY
N/F =
NOW OR FORMERLY
REFERENCES:
1. M.B.
2002,
PG.
396
2. M.B.
2001,
PG.
2269
3. M.B.
2000,
PG.
2048
4. D.B.
8751,
PG.
1068
5. D.B.
1924,
PG.
525
6. PIN
0667.04-53-8754
7. PIN
0667.04-63-0258
STATE OF NORTH CAROLINA
WAKE COUNTY
1, RUSSELL K. ELINGBURG, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE BY ME ( OR UNDER MY DIRECT SUPERVISION ) -
( DEED DESCRIPTION RECORDED IN BOOK_- PAGE_-
THAT THE RATIO OF PRECISION AS CALCULATED BY LATITUDES
AND DEPARTURES IS 1/ 19 Wit_; THAT THE BOUNDARIES
NOT SURVEYED ARE SHOWTAS BROKEN LINES DRAWN FROM
INFORMATION FOUND IN BOOK-_- -_PAGE-----_; THAT
THIS MAP WAS PREPARED IN ACCORDANCE WITH G.S. 47-30
AS AMENDED.
WITNESS MY HAND AND SEAL THIS_147-DAY OF-
XM-41- 2002.
--�•---_�r_-__-__P.L.S. 3414 (N.C.)
1, RUSSELL K. ELINGBURG, PROFESSIONAL LAND SURVEYOR NO. L-3414, CERTIFY TO ONE OR MORE
OF THE FOLLOWING AS INDICATED THUS, ❑ OR ❑ :
81 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;
-„Q--------- P.L.S. ( L-3414 )
I HEREBY CERTIFY THAT THE PLAT SHOWN AND DESCRIBED HEREON IS A TRUE AND CORRECT
SURVEY TO THE ACCURACY REQUIRED BY THE FUQUAY-VARINA PLANNING BOARD AND THAT THE
MONUMENTS OF THE SUBDIVISION REGULATIONS FOR THE TOWN OF FUQUAY-VARINA.
PROFESSIONAL LAND SURVEYOR - ----
_ � DATE
A, , / >✓,
'�'""``'a Sf K'I. O
iAT,
L.3A14 LOT
ROBERTA J. SMITH TRACT
~w .oQ M.B. 2001, PG. 2269
S�! O 4.) N-4b
OWNER (AND ANY SUCCESSOR -IN -INTEREST) HEREBY WARRANTS AND AGREES TO MAKE REPAIR(S)
TO ANY AND ALL STREETS, CURB, GUTTER, STORM DRAINAGE, UTILITIES AND APPURTENANCES
(REFERRED TO HEREIN AS "IMPROVEMENT(S)") INSTALLED BY OWNER (WITHIN THE DEDICATED
RIGHT(S)-OF-WAY OR EASEMENT(S) DUE TO DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP FOR
A PERIOD OF ONE YEAR BEGINNING FROM THE DATE OF RECORDATION OF THIS PLAT MAP, IN THE
EVENT OWNER POSTS A BOND FOR CONSTRUCTION OF FUTURE IMPROVEMENTS, THEN OWNER'S
WARRANTY AND AGREEMENT SHALL BEGIN FROM THE DATE SAID BOND IS RELEASED.
OWNER'S OBLIGATION TO REPAIR(S), SHALL BE TRIGGERED WHEN, IN THE OPINION OF THE TOWN'S
ENGINEER OR PUBLIC WORKS DIRECTOR, A DEFECT IN SAID IMPROVEMENT(S) OCCURS.
NUMBER OF LOTS: 30
AREA IN LOTS: 8.446 AC.
AREA IN R/W: 2.433 AC.
AREA IN PRIVATE PARK: 0.574 AC.
TOTAL AREA IN PHASE: 11.453 AC.
MIN. BUILDING SETBACKS:
FRONT
30'
REAR
20'
SIDE
80
CORNER SIDE
18'
CURVE
DELTA ANGLE
ARC LENGTH
RADIUS
TANGENT
CHORD LENGTH
CHORD BEARING
C1
03'30'16"
21.71'
355.00'
10.86'
21.71'
S 89'32'39" W
C2
24'2320"
125.57'
295.00'
53.75'
124.63
S 75'35' 11" W
C3
17' 19'58"
77.14'
255.00'
38.87'
76.85'
S 72'04' 10" W
C4
1933'38"
47.00'
255.00'
23.57'
46.93'
S 86'00'58" W
C5
90'03'21"
39.29'
25.00'
25.02'
35.37'
S 46'16'07" W
C6
5T51'20"
107.53'
104.68'
59.05'
102.86'
-T 28-11'13" E
C7
05' 12'41 "
17.09'
187.86'
5.55'
17.08'
S 60' 13' 14" E
C8
82'36'29•'
36.04'
25.00'
21.97'
33.00'
N 75'S2'12" E
C9
46'28'39"
40.56'
50.00'
21.47'
39.46'
N 57'48.17" E
C10
41.46'23"
36,45'
50.00'
19.08'
35.65
S 78'04'12" E
C11
43'22'09"
37.85'
10.00
19.88
36.95'
S 35'29'56" E
C12
45'09'00"
39.4V
S0.00'
20.79'
38.39'
S 08'45'38" W
C13
39'54'59"
34.83'
S0.00'
18.76'
34.13
S 51-17'37" W
C14
22'35'56"
19.72'
S0.00'
9.99'
19.59'
S 8T33'05" W
C15
08'14'35"
34.22'
237.86'
77.14'
34.19
N 82-01'40" W
C 1 6--
15' 11'37"
6,5 4'
237.86'
33.13'
65.63'
N 69.58'34" W
C17
04'25'53"
18.40'
237.86'
9.20'
18.39'
N 59.49'4V W
C18
13'33'06"
36.58'
154.68'
18.38'
36 550'
N 50'50'20" W
C19
20'35'08"
55.57'
154.68'
28.09'
75.28'
N 33'46'13" W
C20
23'35'48"
63.70'
154.68'
32.31'
63.25'
N 11'40'45" W
C21
01'07'17"
3.03'
154.68'
L51'
3.03'
'42438"
00'43'SC22
89
3
2
WE
C23
14'33'28"
49.55'
195.00'
24.91'
49.41
S 8401'03" W
C24
95'59'54"
4t89'
25.00'
27.76'
37.16
S 28.44 22" W
C25
03'01'41"
51.53'
975.00'
25.77'
51.52
S 17'44'45" E
C26
O1'13'13'
20.77'
975.00 1
10.38•
20.77'
S 15'3T18" E
LINE
BEARING
I DISTANCE
L1
S 12'36'24" E
2.95'
L2
S 10'3253 E
16.33'
LOT 2
ROBERTA J. SMITH TRACT
M.B. 2001, PG. 2269
WETLANDS
86.47' 25.0' 25.0' 85.25' S 88'42' 13" E 994.82' (TOTAL)
1n 83.00' 83,00,
CURVE
DELTA ANGLE
ARC LENGTH
RADIUS
TANGENT
CHORD LENGTH
CHORD BEARING
C27
14'42'37"
25,00'
3.23'
6.40'
S 22'21'59" E
C26
33'28'46"
14.61'
1 25.00'
7.52'
14.40'
S 46'27'41 E
C29
64'43'13
56.48'
50.00'
31.68'
53.52'
S 30'50'27' E
C30
35'S0'26'
31.28'
50,00'
16.1T
30.7T
S 19.26'22' W
C31
40'15'53
35.14'
50.00'
18,.33
34..,
S 57'29' W
C32
44'59'S1
39.27'
50.00"
20.71'
38
79;O552'S3961 W
90'332"3
79.03'
50.0'
50.49'
71,05'
N12WC3
4811"23
1.03'
25.00'
11.18'
20.41'
N 09'05'07EC34
C35
02'56'56
47.61'
925.00'
23.81'
47.60'
N 16.29'09" W
C36
105'11'36
45.90'
25.00'
32.69'
39.72'
W
C37
19'42'38
7.72
255.
4430
8729'
N 65.21'10" EC38
C39
C40
14-31'53"
01'33'26'
90'03'21 '
64.67'
6.93
39.29
255.00'
255.00'
25.00'
32.51'
3.46'
25.02'
64.5C
6.93'
35.37'
N 82'28'26" E
S 89'28'55" E
N 46' 16'07" E
Cat
89.56'39
39.25
25.00'
24.98
35.34'
S 43-43'53" E
C42
06'35'56
22.46'
195.00'
11.24'
22.45'
N 8T59'49" E
C43
21'1T40
72.47
195.00"
36.66'
72.06'
-19 74-03'01" E
C44
24'23'20
151.11'
355.00'
76.72'
149.97'
N 75'35'51' E
C45
24'23'20
138.34'
325-00'
70.23'
137.30'
S 75'35'511. W
C46
27*53'36'
109.54'
225.00'
55.88'
108.46'
S 77'20'59" W
C47
5851'20'
133.21'
129.68'
73.15"
127.43'
S 28'11'13" E
C48
28'32'04"
106.01'
212.86'
54,13'
104.92'
S 71'52'55 E
C49
29'10'46
114.5-Sr
225.00
58.57'
113.35'
S 75'42'24' W
C50
11'23'29
44.73'
225. 00'
22.44'
44.66'
S 56'25' 66 W
C51
0728'11"
123.85-
950.00,
62.02'
123.77' IS
18'44'47" E
CENTERLINE INTERSECTION OF
S.R, 1301 & STONE LION DR.
CONTROL
CORNER
C 1 S 86.1333" E 693.99'
(�) C/)
0
00
0
'IV
IJ
1339Im 1343 1347 n o 1359 2A f
t9 51.26' Gp0 z �A 60.15' 1351 W 155 3O� 6�MEN�
S 88'42' 13"E 83.00' 83.00' 73.18' C42 C4 �5E 0�
F , S 88.42'13" E 299.33' (TOTAL) \NpC'�
101.31' STONE LION DRIVE 60' R/W (PUBLIC) o� ,�' o �►'E7ZAN4s
S 88'4 '13" E 349.28' A +/ C46 5 16 1� ;5, o
S 8 '42'13" E 259.30' ^
S 88'42'13" E 191.29' �55� 'L '� 4" 2Q W (191
DRAINAGE EASEMENT Z a� \ /
cri o Gg� N 8 42' 13" W 209.36' (T TAL) W W
O e C23 1330 58.39' 90.06' p N 88'42'13" W 14111i. 3' TOTAL C3 >� /
. w C'ry �� Z 1334 60.91' 2� Gh 90.07' 51.16') C4 0 s W
1338 1342 �55 0 �. v ./
1:1cwn 36 p o bo
9 _ 20_LANDSCAPE Z EASEMENT +L v '� c's Q) W .
r o4 6.59' G w o iv F o a--
C3 C 0.230 ACRES ow v 0.232 ACRES
s 23 �
N o 101026.5 SQ. FT. A. v a 10,103.2 S . FT. `' 0
S 83'50'55" W Is
123.21' L•bT1 `* N cN * ° 0.254 ACRES m
v n
n; n .. N rn o n 11,064.5 SQ. FT io
w O oo b o 34 o a N �j 2 �9n f 21 .�•�/.�
Z o W 35 z z 'I N 88'45'34" W 115.00, ^ a
�` ^ 1 16 Wham- W i
37 U "v1 o n ti' ��/ �. cs tin a �� `/. ( 13 i
1,7
o> 629 S 89'52'51 "E 86.05' o G a
.. rn O cr o, to 6.69 30• N ��'�
J o o> 63LA h° c� O 22 / ` W t
IQ
O r^ 114. 120.88, O o 0.272 ACRES W W/.
t-il�+ 4 59,19"W 'v m ACRES a o• 9 n�O 11,851.5 S FT. 0 / o GAL 2A
PRIVATE PARK 5 38 rn 33 Q• 1 / j 1I' Q /
d 0.392 ACRES �2 > > rn 1p 167.9 SQ. FT aV s^� ^242 Dyb 39 OA
oo 17,097.1 SQ. FT. n tT N c� 1 1
4 " o a ��� 7 0.231 ACRES
j0 Co.
io 10,043.3 SQ. FT.
r� f N 06 1 cep y B�/ 1
N M N 88'28'51 W 121.8
"
3 w �
` w 01 CM N oZ3 N Dye 1 1 SQ. C�6
O O�`9O''pS n rn 1�Ra
o C3 c�1 4, s SQ
2 32 �� O C
0 5�
1.-� �_L�•_ I1n ---- THE TOWN CLERK AND 6� rr OFT ��+.� ?� N �w 1Y , N N �hh6 �G� •
OF FUQUAY-VARINA, NORTH CAROLINA, DO CERTIFY THAT THE TOWN OF FUQUAY-V Qi
APPROVED THIS PLAT OR MAP AND ACCEPTED THE DEDICATION OF THE STREETS, SEMF $,
"t co q Ip
RIGHTS -OF -WAY AND PUBLIC PARKS SHOWN THEREON, BUT ASSUME NO RESPO 9lLIl TQQ m n , +': ✓ ° V a U y l2, o o
OPEN OR MAINTAIN THE SAME UNTIL, IN THE OPINION OF THE TOWN BOARD OFMSIdiSERs ^ Q ^ N� o 0 0'
OF THE TOWN OF FUQUAY-VARINA, IT IS IN THE PUBLIC INTEREST TO DO SO. Q fib.
_ �+.0►_k
------
TOWN CLERK DA__ __i TE
------------^r 00' 31
0 co
143.00' 33.37' 102.47' "� 0 1 11.42'
I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN FOUND y LY` d' S 88'59'50" W 176.37' TTL.) N 87°58'42" W
WITH THE SUBDIVISION REGULATIONS FOR FUQUAY-VARINA, NORTH CAROLINA, WITH TI� �4 308.85 (TOTAL)
EXCEPTION OF SUCH VARIANCES, IF ANY, AS ARE NOTED IN THE MINUTES OF THE P�Nµ1r ri*•*
BOARD AND THAT IT HAS BEEN APPROVED FOR RECORDING IN THE OFFICE OF THEE �EG?STER
OF EEDS, a
it
SECRETARY, TOWN BO RD OF COMMISSIONERS OATE_ W,
5-:
• LOT 2
I HEREBY CERTIFY: (1) THAT STREETS, UTILITIES, AND OTHER IMPROVEMENTS71AVE B ,ter ROBERTA J. SMITH TRACT
INSTALLED IN AN ACCEP ABLE RAND ACCORDING AT TOWN
SURETYCBONDIN THE AM +F �t W ���M.B. 2001, PG. 2269
SUB$DI�VI�S(OI�,ENjjTLED:��/1,Q�-rimM��.,jt -ll�x,
OF �- R CASH IN THE AMOUNT OF $ __HAS BEEN POSTED WITH THE T i�,�•,.1++1ue
OF FUQUAY-VARINA TO ASSURE COMPLETION OF ALV R UIRED IMPROVEMENTS IN CASE OF NOTE:
D ULT.
/ BY SUBMISSION OF THIS PLAT OR MAP FOR APPROVAL TO THE TOWN OF FUQUAY-VARINA,
/
- THE OWNER DEDICATES THE TOWN FOR PUBLIC USE ALL STREETS, EASEMENTS, RIGHT OF WAY
--------------- AND PARKS SHOWN THEREON FOR ALL LAWFUL PURPOSES TO WHICH THE TOWN MAY DEVOTE
T N MANAGER --
nDATE •" OR ALLOW THE SAME TO BE USED AND UPON ACCEPTANCE THEREOF AND IN ACCORDANCE
WITH TOWN POLICIES, ORDINANCES AND REGULATIONS OR CONDITION OF THE TOWN FOR THE
----
------------ -- ---- 4 { �' BENEFIT OF THE PUBLIC, SAID DEDICATION SHALL BE IRREVOCABLE, EXCEPT DEDICATIONS OF
TOWN CLERK DATE = ` �`
kf+ ^ EASEMENTS OUTSIDE THE RIGHT-OF-WAY FOR STORM DRAINAGE ARE NOT MADE TO THE TOWN,
BUT ARE IRREVOCABLY MADE FOR THE SUBSEQUENT OWNERS OF ANY AND ALL PROPERTIES
SHOWN HEREON FOR THEIR USE AND BENEFIT.
STATE OF NORTH CAROLINA R w
COUNTY F E f Z 5 e ,' NOTE:
I•��-- REVIEW OFFICER OF BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY ON THE SUBDIVISION PLAT,
FUQUAY VARINA, CERTIFY THAT THE MAP OR PLAT TO WHICH t.•„ !r' s^
THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS THE BUILDER SHALL OBTAIN A FLOOD HAZARD PERMIT FROM THE TOWN. AN ENGINEER, ARCHITECT
FOR RECORDING. „ OR SURVEYOR SHALL CERTIFY THAT ALL FLOOD HAZARD SOILS ARE IDENTIFIED ON THE PLOT
��cr1__--- +�a�m�'•"d" PLAN AND NO STRUCTURE IS WITHIN FLOOD HAZARD SOILS. NO EARTH FILLING OR THE ERECTION
OF PERMANENT STRUCTURES IN AREAS OF FLOOD HAZARD SOILS (PER WAKE COUNTY SOILS MAPS
DATE REVIEW OFFICER fi$ +1 y �¢� OR FEDERAL EMERGENCY MANAGEMENT AGENCY ZONES) UNTIL A FLOOD STUDY IS COMPLETED AND
APPROVED BY THE TOWN OF FUQUAY-VARINA OR FEMA.
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NIF
KAY ADAMS ADCOCK
D.B. 6428, PG. 194
SMITH FARMS - PHASE ONE
M.B. 2002, PG. 396
^� ( 12 1
*
N 0.34SACR,ES / � `„�,�. W
IS,039.7S
4e FFE_ Qj� / �Q ' �%% ` �NEUSE RIVER BUFFER
1�
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W1. FILED FOR REGISTRATION
W W
0 W W . o DATE
LAURA M. RIDDICK
W " �� REGISTER OF DEEDS
106. / WAKE COUNTY
246. 61 ' (T T / CONTRO BY------ -ST -----
/ ASST./DEPUTY
CORNER
s
WAKE COUNTY, NC 69
LAURA M RIDDICK
REGISTER OF DEEDS
PRESENTED & RECORDED ON
98r12/2ee2 AT e9:41:SG
BOOK:BM2ee2 PAGE:e1354
NOTE:
THE STREET ADDRESS NUMBER DESIGNATED ON THE PLAT MAP SHOULD NOT BE USED AS THE
IDENTIFING NUMBER ON THE CLOSING DOCUMENTS. THE PIN NUMBER IS THE OFFICIAL IDENTIFING
NUMBER. THE STREET ADDRESS NUMBER IS SUBJECT TO CHANGE IN THE FUTURE. SCALE 1 " = 80'
rn
RECORDED IN MAP BOOK 20029 PAGE WAKE COUNTY REGISTRY. 0 80' 160, 240'
F
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF
THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I (WE)
r HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY (OUR) FREE
6� CONSENT, ESTABLISH THE MINIMUM BUILDING LINES, AND DEDICATE
ALL STREETS, ALLEYS, WALKS, PARKS, AND OTHER OPEN SPACES
TO PUBLIC OR PRIVAT SE AS NOTED.
J
2
-- - --------------- -----
OWNE
NAIL ® CENTERLINE INTERSECTION __-_______________________--_--__-_-
OF S.R. 1301 AND RAIL ROAD ,TRACKS OWNER
fr i•.�
;i NQ�TC` IN - WAKE UNTY A NOTARY PU��LLIC `FOR SAID
1 f CORNY`,&,q,?TATE-DO HEPRERSONACERTIFY APPEARED BEFORE ME
f THIS
DDDIATE NMANEED ACKNOWLEDGED THE DUE EXECUTION OF THE
FOREGOING INSTRUMENT.
1
xN .\rrj • MY COMMISSION EXPIRES:
� . k'., , •'``�� } WIT SS MY HAND ANDS l"!!-DAY OF-JVIIE,-_, 2002
rtjOTARY PUBLIC
19
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