20200919 Ver 1_FINAL wiggins Mill Impacts 7-15-20_20200715

APPROX.
LOCATION LIMIT
FLOODWAY OF EVALUATION
F \ FLOODWAY LINE. APPROX.
9F N /F
CITY OF WILSON LOCATION
�)
---------"-'------__EX. FLOODWAY LINE (WIGGINS MILL)
8 DEED NOT FOUND �1
\ PB 31 PG 136 �NN6 `EDGE OF
\ PIN: 3711-00-6720 POTENTIALLY
JURISDICTIONAL)WAY
EDGE OF
to
OPEN WATER JURISDICTIONAL
\ ZONE:AE
os
ZONE• AEFLOODWAY OPEN WATER
.::.::.::::.:::: ,:.:....
W2
J EX. 4' WIRE IMPACT 7A L16 L15
FENCE (SERVES (PEDESTRIAN BRIDGE) L31 L14 \ c
AS LIMIT OF ---- FUTURE / L13 CA EX. 30' FUTU
EVALUATION) �,-----�;��DEVELOPM� IV/L17 \ �L89�=- g EASEMEINGRESSNTGRESS�ppMp�
'.. o„ CO
ZONE: AE / /�i `� �\ ' j - L91 v 1, (PB 18 PG 172) e
------------ L93 W5 i / 1 1 Ll l L93 --- ---- L94 ------L95
' i
------ " 8= Ls
- -----
I 49 LOCATION
UPLAND I I J 63 EX. FLOODWAY LINE - o
ISLAND t
IMPACT 7B W8 \ \EX. UTILITY _, \ lo-
t \ � o
(PEDESTRIAN BRIDGE) t , t `� `. f EASEMENT C6
' ` ` t (PB 18 PG 172) L102
POTENTIALLY
\ _ _ JURISDICTIONAL
PEN WATER 1 \\ \\\\•�` �D / L6
---- JURISDICTIONAL �\
^� FUTURE ZONE: AE
` ----- --- --- --- '-- -� `� > DEVELOPMENT
EDGE OF `�� �� t FLOODWAY
POTENTIALLY
� � t
JURISDICTIONAL
OPEN WATER
IMPACT 8 O . IMPACT 6
i
EDGE OF (PEDESTRIAN BRIDGE)
A . (WALKING PATH) POTENTIALLY _ -----------
RE JURISDICTIONAL
� DEVELOPMENT OPEN WATER
EX. 3POTENTIALLY •': •`• �'� � ,\
W4A CA EX. JURISDICTIONAL
INGRESS/EGRESS m co `�`� OPEN WATER ZONE: AE FLOODWAY
EASEMENT
(PB 18 PG 172) Wl t
- L3 L2
N/F ZONE: AE
JAMES W. PITTMAN r•l
HEIRS , 04
DB 1921 PG 639
PIN: 3700-87-7965 N
J
L27 -L26
L2g� L25=
L77 L76 L75--�--�--�--- -----
200 0 100 200 400
( IN FEET )
1 inch = 200 ft.
;ADD\_LANDPROJECTS\WC\19302\DWG\l9302SP1-
\�
op
U)
EDGE
OF
Co
LEGEND
APPROX.
LOCATION
EX. FLOODWAY LINE
rI
LOCATION LIMIT
OF EVALUATION
LINE. L50
L54 L53 L52 0 L51
---------------
WIGGINS MILL ROAD
(S.R. 1103)
60' PUBLIC R/W
0 EXISTING IRON PIPE
o EXISTING IRON REBAR
EXISTING PARKER KALON NAIL (PKN)
ll EXISTING RAILROAD SPIKE
EXISTING CONCRETE MONUMENT
Rwo EXISTING NCDOT R/W MONUMENT
❑ NCGS MONUMENT
0 COMPUTED POINT
OWNER:
CITY OF WILSON
PO BOX 10
WILSON, NC. 27894
�3)
I M PACT 4
(BULKHEAD
REPAIR)
I M PACT 5
(FISHING
`9 PIER)
LOCATION MAP
NOT TO SCALE
., PHASE ONE
\\ \
POTENTIALLY
NCGS "MEMORIAL"
JURISDICTIONAL
N:711410.27
OPEN WATER
E:2317119.11
NC GRID NAD 83
`
(2011 ADJ.)
IMPACT 3
h ^ COMBINED
(KAYAK LAUNCH
o a FACTOR:0.99990294
a°jhoo
& FISHING PIER)NGS
"KEN"
NC707542 36
,� ,---_� ���`
��g0•
E: 2312658.47
NC GRID NAD 83
0
(2011 ADJ.)
G OF
IMPACT
IMPACT 2
FAACTBOR:INED 0.99990211
P
(BOAT DOCK)
JURISDICI�I�
OPEN WATER
IMPACT 1
(BOAT RAMP)
6
�3g
NF
CITY OF WILSON
L108
-_�--�-
(WIGGINS MILL)
DEED NOT FOUNDPB
31 31 PG 136
=
-�-
PIN:3711-00-6720
: ='
L109
�,��1 /-,
--- �'
20—FT BUFFER
�o
PERM IMPACT
�'�4
L� \_A� �"
30—FT BUFFER
�45 ��
PERM IMPACT
OWNER:
COUNTY
PO BOX 1728 WETLAND IMPACT MAP
PO BOX
WILSON, NC. 27893 PROPERTY OF SHEET 1 OF 15
B A R TLE TT CITY OF WILSON (3700-97-4809)
ENGINEERING & SURVEYING. PC
1906 NASH STREET NORTH TELE: [phone] AND
WILSON, N.C. 27893-1726 FAX: [phone]
LICENSE NO: C-1551 EMAIL: infoObartletten .com WILSON COUNTY (3710-07-3496)
(3710-07-9412)
DATE: MAY 2020 SURVEY BY: TMG/BMF PROJECT: 19-302
SCALE: 1"=200' DRAWN BY: CEP FB #: TAYLORS TWSP WILSON CO.
REVISIONS we
DWG FILE: 19302SP1—I NORTH CAROLINA ZONE' RA-10S
DWG

LINE TABLE
LINE
BEARING
LENGTH
L1
NO' 53' 43"W
295.41
L2
N72° 30' 08"W
108.55
L3
N79' 24' 15"W
99.83
L4
N27' 12' 39"E
91.48
L5
S60' 24' 25"E
68.60
L6
S48' 45' 41 "W
65.00
L7
S43' 54' 19"E
215.00
L8
S40' 10' 41 "W
326.00
L9
N40' 29' 19"W
176.06
L10
N37' 15' 30"E
6.14
L11
N59' 11' 31"E
7.86
L12
S79' 15' 50"E
11.37
L13
S10' 41' 32"W
60.00
L14
N79° 15' 50"W
34.08
L15
S59' 11' 31 "W
42.04
L16
S37' 39' 14"W
4.92
L17
S37° 39' 14"W
26.45
L18
S35' 08' 25"W
535.91
L19
S35° 08' 25"W
535.91
L20
S34° 07' 10"W
101.58
L21
S29' 02' 10"W
103.30
L22
S21' 27' 29"W
104.40
L23
S14' 56' 52"W
101.61
L24
S12' 43' 17"W
53.29
L25
N81' 53' 53"W
5.51
L26
N82' 49' 47"W
56.15
L27
N84' 11' 26"W
54.55
L28
N85' 12' 04"W
53.47
L29
N86' 08' 57"W
251.05
L30
S19' 10' 41 "W
295.62
L31
N40' 29' 19"W
85.13
L32
S21' 40' 06"E
239.00
L33
S42' 09' 54"W
278.00
L34
N44' 05' 06"W
176.00
L35
S67' 09' 54"W
322.00
LINE TABLE
LINE
BEARING
LENGTH
L36
S20' 14' 54"W
150.00
L37
S51' 15' 06"E
156.00
L38
N59' 29' 54"E
138.00
L39
S74' 20' 06"E
244.45
L40
S72' 24' 16"W
28.75
L41
S75' 37' 42"W
55.44
L42
S77' 57' 05"W
44.29
L43
S81' 08' 50"W
52.74
L44
S83' 55' 29"W
41.39
L45
S87' 02' 33"W
51.26
L46
N89' 37' 20"W
49.70
L47
N86' 38' 40"W
51.53
L48
N84' 09' 24"W
37.39
L49
N82' 04' 18"W
52.58
L50
N79' 39' 27"W
52.30
L51
N77' 13' 50"W
53.35
L52
N76' 11' 46"W
55.97
L53
N75' 31' 54"W
378.70
L54
N75' 31' 54"W
457.02
L55
N77' 20' 30"W
59.39
L56
N78' 25' 11"W
62.83
L57
N12' 43' 17"E
48.84
L58
N15' 01' 57"E
98.34
L59
N21' 27' 29"E
95.72
L60
N29' 02' 10"E
96.66
L61
N34' 07' 10"E
98.38
L62
N35' 08' 25"E
534.05
L63
N37' 39' 14"E
12.53
L64
N34' 42' 13"E
338.79
L65
N63' 14' 45"W
57.20
L66
S63' 54' 36"E
21.30
L67
N64' 43' 31"E
220.58
L68
S38' 45' 55"E
116.25
L69
S15' 43' 16"E
201.16
L70
S41' 45' 32"W
50.50
LINE TABLE
LINE
BEARING
LENGTH
L71
S74' 02' 28"W
42.47
L72
N66' 59' 44"W
134.44
L73
S63' 46' 24"W
254.09
L74
N71' 10' 49"W
172.94
L75
N86' 03' 13"W
194.65
L76
NY 52' 47"E
19.11
L77
N85' 01' 59"W
178.73
L78
N42' 13' 09"W
37.67
L79
N11' 53' 14"W
129.94
L80
S56' 52' 37"W
43.13
L81
N12' 45' 07"E
80.37
L82
N15' 47' 44"E
99.91
L83
N20' 40' 12"E
99.97
L84
N29' 01' 04"E
99.99
L85
N34' 07' 12"E
100.02
L86
N35' 08' 25"E
534.94
L87
N37' 35' 06"E
24.99
L88
N59' 12' 57"E
24.99
L89
S79' 32' 49"E
25.00
L90
S63' 16' 08"E
100.02
L91
S64' 39' 03"E
99.99
L92
S66' 13' 24"E
99.99
L93
S70' 51' 28"E
150.82
L94
S70' 51' 50"E
119.98
L95
S70' 51' 26"E
61.48
L96
S70' 52' 47"E
46.21
L97
S64' 33' 54"E
74.17
L98
S47' 42' 12"E
49.87
L99
S31' 27' 07"E
50.04
L100
S19' 25' 22"E
90.01
L101
S19' 07' 03"W
126.80
L102
N70' 52' 45"W
120.02
L103
N19' 09' 27"E
134.95
LINE TABLE
LINE
BEARING
LENGTH
L104
N72' 24' 16"E
33.81
L105
N52' 09' 54"E
389.93
L106
S34' 20' 06"E
112.00
L107
S46' 06' 27"W
105.89
L108
S86' 04' 33"W
18.69
L109
S82' 32' 23"W
46.37
L110
S78' 05' 09"W
58.14
L111
S73' 33' 52"W
46.33
L112
S72' 24' 16"W
135.20
L113
N12' 21' 17"E
469.00
L114
N5' 25' 02"E
511.86
L115
S55' 04' 19"E
395.00
L116
N81' 10' 41"E
605.00
L117
S50' 54' 19"E
258.00
L118
S75' 08' 52"E
510.05
1-119
S39' 30' 06"E
524.00
BARTLETT
ENGINEERING & SURVEYING. PC
906 NASH STREET NORTH TELE: [phone]
ALSON, N.C. 27893-1726 FAX: [phone]
DATE: MAY 2020 ISURVEY BY: TMG/BMF PROJECT: 19-302
SCALE: N/A DRAWN BY: CEP FB #:
REVISIONS CODE: WC
DWG FILE: 19302SP1
WETLAND IMPACT MAP
PROPERTY OF SHEET 2 OF 15
CITY OF WILSON (3700-97-4809)
AND
(3710-07-3496)
WILSON COUNTY (3710-07-94112)
TAYLORS TWSP W ILSON CO.
NORTH CAROLINA
ZONE: RA-10SI

NEUSE RIVER BASIN MANAGEMENT STRATEGY
NITROGEN EXPORT CALCULATIONS
WATERSHED MANAGEMENT DATA
Maximum
Undisturbed Nitrogen Managed Nitrogen Nitrogen TOTAL N Nitrogen
TOTAL Nitrogen
TOTAL
Excess
Impervious
Open Loading Open Loading Impervious Loading Loading w/o Reduction
Loading with
Nitrogen
Nitrogen
Catchment Area
Acreage Percentage
Space (ac) (Ibs) Space (ac) (Ibs) Area (ac) (Ibs) BMP's (Ibs) BMP's Factor
BMP's (Ibs)
Ibs/ac/yr Ibs/ac/yr
Wiggins Mill Park
63.10
5.23 3.14 52.61 63.13 5.26 111.51 177.78 1.00
177.78
2.82
-0.78
Totals
63.10
177.78
177.78
2.82
-0.78
Nitrogen Reduction from SCM's (Ibs)
0.000
BMP
Type
TN Removal Rate Nitrogen Reduction by Offset Payments
-49.378
Ibs/yr
WP
Wet Pond
30% Total Delelopment Acreage
63.10
DP
Dry Pond
10%
SF
Sand Filter
35% # of dwelling units/acre = 3.2+/- = 4.5 Ibs/ac/yr TN export
B
Bioretention
35% ROW 63% pavement = 11.0 Ibs/ac/yr TN export
W
Stormwater Wetland
44% Undisturbed open space = 0.6 Ibs/ac/yr
LS-FS
Veg. Filter Strips
30% Managed open space = 1.2 Ibs/ac/yr
PRO
Proprietary BMP's
Varies Impervious area = 21.2Ibs/ac/yr TN export
PEAK RUN-OFF (RATIONAL METHOD. Q=CIAI
ENSTING
CONDITIONS
PROPOSED
CONDITIONS
"C" VALUE
TOTAL ACRES
611
63.1
CROPLAND
20.66
0
0.25
PARK
0
52.71
0.25
WOODED AREA
35.6
0
0.25
OPEN WATER
5.23
5.23
0.95
ASPHALT STREET/PARKING
1.61
5.16
0.7
BUILDINGS
0.17
0.10
0.9
COMPOSITE "C" VALUE
0.32
0.35
INTENSITY "I", 1-YR, 24 HR
2.91
2.91
RUN-OFF (CFS)
59.11
63.57
7.5% INCREASE (NO FLOW CONTROL REQUIRED)
"C" VALUES OBTAINED FROM "MANUAL OF SPECIFICATIONS STANDARDS
AND DESIGN" FOR THE CITY OF WILSON
Buffer Impacts (SQFT)
Impact #
20-Foot Buffer
Perm
30-Foot Buffer
Perm
Impact 1 & 2 (Boat Dock & Boat Ramp)
1,000
1,230
Impact 3 (Kayak Launch & Fishing Pier)
300
449
Impact 4 (Bulkhead Repair)
0
2,959
Impact 5 (Fishing Pier)
371
449
Impact 6 (Pedestrian Bridge)
708
741
Impact 7A & 7B (Pedestrian Bridge)
817
2,526
Impact 8 (Walking Path)
855
1,072
Impact#
Area of Water
Displaced by
Piling(SQFT)
Area of Water
Displaced by
Riprap(SQFT)
Volume of
Riprap in
Water(CY)
Area of Water
Displaced by
Concrete(SQFT)
Volume of
Concrete in
Water(CY)
Impact 1(Boat Ramp)
N/A
58
1
342
8.5
Impact 5 (Fishing Pier)
7
15
0.5
N/A
N/A
Impact 6 (Pedestrian Bridge)
13
N/A
N/A
N/A
N/A
Impact 7A & 7B (Pedestrian Bridge)
14
N/A
N/A
N/A
N/A
BARTLETT
ENGINEERING & SURVEYING, PC
906 NASH STREET NORTH TELE: [phone]
ALSON, N.C. 27893-1726 FAX: [phone]
DATE: MAY 2020 ISURVEY BY: TMG/BMF PROJECT: 19-302
SCALE: N/A DRAWN BY: CEP FB #:
REVISIONS CODE: WC
DWG FILE: 19302SP1
WETLAND IMPACT MAP
PROPERTY OF SHEET 3 OF 15
CITY OF WILSON (3700-97-4809)
AND
(3710-07-3496)
WILSON COUNTY (3710-07-94112)
TAYLORS TWSP W I SON CO.
NORTH CAROLINA
ZONE: RA-10SI

20-FT BUFFERPERMvIMPACT - 1,000 SQFT
30-FT BUFFER PERM IMPACT - 1,230 SQFT
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
IMPACT 2
(6'x20' FLOATING
BOAT DOCK) -SEE
SHEET 10 FOR
DETAILS
IMHAU I 1 (41UU 5UV 1) /
(18'x19' CONCRETE /
BOAT RAMP W/ 1'
RIPRAP ON THREE
SIDES) -SEE SHEET 9
FOR DETAILS
B AR TLETT
ENGINEERING do SURVEYING, PC
1906 NASH STREET NORTH TELE: [phone]
NILSON, N.C. 27893-1726 FAX: [phone]
_ICENSE NO: C-1551 EMAIL: infoObartletten .com
DATE: MAY 2020 ISURVEY BY: TMG/BMF PROJECT: 19-302
SCALE: 1"=40' IDRAWN BY: CEP/LR FB #:
REVISIONS CODE: WC
DWG FILE: 19302SP7-I
20-FT BUFFER
PERM IMPACT
30-FT BUFFER
PERM IMPACT
WETLAND IMPACT MAP
PROPERTY OF SHEET 4 OF 15
CITY OF WILSON (3700-97-4809)
AND
WILSON COUNTY (3710-07-9492
TAYLORS TWSP
NORTH CAROLINA
WILSON CO.
ZONE: RA-10S

m
i
a
EX. UTILITY \
EASEMENT \\\
(PB 18 PG 172) \
20-FT BUFFER \
PERM IMPACT \
\
30-FT BUFFER \
PERM IMPACT \
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
IMPACT 4
(240f LF BULKHEAD REPAIR) -SEE SHEET 12
FOR DETAILS
20-FT BUFFER PERM IMPACT - 0 SQFT
30-FT BUFFER PERM IMPACT - 2,959 SQFT
FUTURE \ \
DEVELOPMENT
Q
t\
0
0
WIGGINS
MILL
IMPACT 5
(FISHING PIER-640 SF WOOD DECK &
PILING) -SEE SHEET 13 FOR DETAILS
20-FT BUFFER PERM IMPACT - 371 SQFT
30-FT BUFFER PERM IMPACT - 449 SQFT
PILE AREA IN WATER - 7 SQFT
EDGE OF
POTENTIALLY
\ \ JURISDICTIONAL
OPEN WATER
B AR TLETT
ENGINEERING do SURVEYING, PC
1906 NASH STREET NORTH TELE: [phone]
NILSON, N.C. 27893-1726 FAX: [phone]
_ICENSE N0: C-1551 EMAIL: infoObartletten .com
DATE: MAY 2020 ISURVEY BY: TMG/BMF PROJECT: 19-302
SCALE: 1"=50' IDRAWN BY: CEP/LR FB #:
REVISIONS CODE: WC
DWG FILE: 19302SP7-I
WETLAND IMPACT MAP
PROPERTY OF SHEET 5 OF 15
CITY OF WILSON (3700-97-4809)
AND
WILSON COUNTY (3710-07-9492
TAYLORS TWSP
NORTH CAROLINA
WILSON CO.
ZONE: RA-10S

FUTURE
POTENTIALLY
JURISDICTIONAL
OPEN WATER
\ I M PACT 6 \
\ (PEDESTRIAN BRIDGE-8'x13O'f WOOD DECK ` . ' ,"
& PILING) -SEE SHEET 14 FOR DETAILS
20-FT BUFFER PERM IMPACT - 708 SQFT '+++ *.\
0-FT BUFFER PERM IMPACT - 741 SQFT
LE AREA IN WATER - 13 SQFT
20-FT BUFFER
PERM IMPACT
30-FT BUFFER
PERM IMPACT
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
,K%
POTENTIALLY
JURISDICTIONAL
OPEN WATER
\ \
\.
.+++
BARTLETT
ENGINEERING & SURVEYING. PC
906 NASH STREET NORTH TELE: [phone]
ALSON, N.C. 27893-1726 FAX: [phone]
DATE: MAY 2020 ISURVEY BY: TMG/BMF PROJECT: 19-302
SCALE: 1"=50' IDRAWN BY: CEP/LR FB #:
REVISIONS CODE: WC
DWG FILE: 19302SP1
WETLAND IMPACT MAP
PROPERTY OF SHEET 6 OF 15
CITY OF WILSON (3700-97-4809)
AND
(3710-07-3496)
WILSON COUNTY (3710-07-94112)
TAYLORS TWSP
NORTH CAROUNA
WILSON CO.
ZONE: RA-10S

POTENTIALLY
JURISDICTIONAL
OPEN WATER
IMPACT 7B
(PEDESTRIAN BRIDGE-
8'x60' WOOD DECK &
PILING) -SEE SHEET 14
FOR DETAILS
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
IMPACT 7A
(PEDESTRIAN BRIDGE-
8'x8O'f WOOD DECK &
PILING) -SEE SHEET 14
FOR DETAILS
EXISTING ISLAND
(UPLAND) �
...................................
1
IMPACT 7 (7A&7B) \ \
(PEDESTRIAN BRIDGE- WOOD DECK & \ \
PILING) \ \
20-FT BUFFER PERM IMPACT - 817 SQFT \
\FT BUFFER PERM IMPACT - 2,526 SQFT \ \
PIL AREA IN WATER - 14 SQFT \
20-FT BUFFER
PERM IMPACT
30-FT BUFFER
PERM IMPACT
POTENTIALLY
JURISDICTIONAL \ \
OPEN WATER
i
i
i
B AR TLETT
ENGINEERING do SURVEYING, PC
1906 NASH STREET NORTH TELE: [phone]
NILSON, N.C. 27893-1726 FAX: [phone]
_ICENSE NO, C-1551 EMAIL: infoObartletten .com
DATE: MAY 2020 ISURVEY BY: TMG/BMF PROJECT: 19-302
SCALE: 1"=50' IDRAWN BY: CEP/LR FB #:
REVISIONS CODE: WC
DWG FILE: 19302SP7—I
n
WETLAND IMPACT MAP
PROPERTY OF SHEET 7 OF 15
CITY OF WILSON (3700-97-4809)
AND
WILSON COUNTY (3710-07-9492
TAYLORS TWSP
NORTH CAROLINA
WILSON CO.
ZONE: RA-10S

I
EXISTING PATH AND CULVERT ON PROPERTY.
WETLANDS SHALL NOT BE DISTURBED DURING 3
CONSTRUCTION.
Co
f—' + + + r Lst/
o O + + + + + + /tJ
+ + + + +
Z + + + 0 +
+ Cp « + +
++� + + + 0 N
�p + + + 1p
N ++++ O
c N 47
ZN I i),
++
+ N
I M PACT 8
(WALKING PATH)
20—FT BUFFER PERM IMPACT
30—FT BUFFER PERM IMPACT
SEE SHEET 15 FOR DETAIL.
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
FUTURE
CO '' DEVELOPMENT
N w
N
O N p "pJ
+ +' Co
+ + + + + + Co
/j + + ++ ++++++t+Co
+ + + a ++ _
+ /Xl z N N O
Q Z a d 3 o ao.: z Z o
00
,C F= In LL. a r — ylj + + ^ J O
CN
mLu "r + O LU i� + Co Z " � V O Ii
30�~rn ^N "++ �WfnCe JCo
�] N
coo
— 855 SQFT
— 1,072 SQFT 3 ��
N M
7n N
W �
CN
NN �
W U
Ld
o to m
io N Z (n
z Q/� �Z�
W
Q LW Z 0
Z �t1
20—FT BUFFER
PERM IMPACT
30—FT BUFFER
PERM IMPACT
J
z
J"(v
ZNZai J O
a-03 -ow
DOO'w �o
B AR TLETT
ENGINEERING do SURVEYING, PC
1906 NASH STREET NORTH TELE: [phone]
NILSON, N.C. 27893-1726 FAX: [phone]
_ICENSE NO: C-1551 EMAIL: infoObartletten .com
DATE: MAY 2020 ISURVEY BY: TMG/BMF PROJECT: 19-302
SCALE: 1"=50' DRAWN BY: CEP/LR FB #:
REVISIONS CODE: WC
DWG FILE: 19302SP7-I
WETLAND IMPACT MAP
PROPERTY OF SHEET 8 OF 15
CITY OF WILSON (3700-97-4809)
AND
WILSON COUNTY (3710-07-9492
TAYLORS TWSP
NORTH CAROLINA
WILSON CO.
ZONE: RA-10S

30'
18'
aP TO EXTEND 1'
FROM CONCRETE
BOAT RAMP
1 " = 10'
8"
REINFORCED
CONCRETE
RIPRAP
20'
SECTION A -A
1" = 5'
1' 18' 1'
8" CONCRETE
SECTION B-B
1" = 5'
RIPRAP
NOTE:
CONCRETE RAMP SHALL BE CONSTRUCTED ABOVE THE WATER AND PUSHED
INTO POSITION BY CONTRACTOR. LIVE CONCRETE SHALL NOT BE POURED
DIRECTLY INTO THE LAKE.
B AR TLETT
ENGINEERING do SURVEYING. PC
1906 NASH STREET NORTH TELE: [phone]
MLSON, N.C. 27893-1726 FAX: [phone]
_ICENSE NO: C-1551 EMAIL: [e-mail]
DATE: JUNE 2020 SURVEY BY: PROJECT: 19-302
SCALE: AS SHOWN DRAWN BY: LR FB #:
REVISIONS CODE: WC
DWG FILE: 19302SP7—I
IMPACT #1
PROPERTY OF
CITY OF WILSON (3700-97-4809)
AND
WILSON COUNTY (3710-07-9492
TAYLORS TWSP
NORTH CAROLINA
WILSON CO.
ZONE: RA-10S

FLEXIBLE
CONNECTION
JOINTS
ANCHOR
POST (TYP)
rc
r
�n
FLOATING BOAT DOCK
1" = 5'
ANCHOR POST—\
�n
ALUMINUM
�� FIJMIVI FILLLU FLVHIJ
SECTION A -A
NOT TO SCALE
B AR TLETT
ENGINEERING do SURVEYING. PC
1906 NASH STREET NORTH TELE: [phone]
NILSON, N.C. 27893-1726 FAX: [phone]
_ICENSE NO: C-1551 EMAIL: info®bartletten .com
DATE: JUNE 2020 1 SURVEY BY: PROJECT: 19-302
SCALE: AS SHOWN IDRAWN BY: LR FB #:
REVISIONS CODE: WC
DWG FILE: 19302SP7—I
IMPACT #2
PROPERTY OF SHEET 1
CITY OF WILSON (3700-97-4809)
AND
WILSON COUNTY (3710-07-9492
TAYLORS TWSP
NORTH CAROLINA
WILSON CO.
ZONE: RA-10S

0
L
ANCHOR
POST (TYPP))
c
K
c
C,
20'
WOOD
DECK
FLOATING DOCK/KAYAK LAUNCH
i" = lot
„1
ALUMINUM
SECTION A —A
NOT TO SCALE
B AR TLETT
ENGINEERING do SURVEYING. PC
1906 NASH STREET NORTH TELE: [phone]
MLSON, N.C. 27893-1726 FAX: [phone]
_ICENSE NO: C-1551 EMAIL: [e-mail]
DATE: JUNE 2020 SURVEY BY: PROJECT: 19-302
SCALE: AS SHOWN DRAWN BY: LR FB #:
REVISIONS CODE: WC
DWG FILE: 19302SP7—I
r UHM rILLtU
FLOATS
IMPACT #3
PROPERTY OF
CITY OF WILSON (3700-97-4809)
AND
WILSON COUNTY (3710-07-9492
TAYLORS TWSP
NORTH CAROLINA
WILSON CO.
ZONE: RA-10S

EXISTING DAMAGED
BULKHEAD TO BE — —
ABANDONED
NEW BULKHEAD TO
MATCH BURY DEPTH
OF EXISTING BULKHEAD
BULKHEAD REPAIR (APPROX. 240 LF)
1" = 5'
B AR TLETT
ENGINEERING do SURVEYING. PC
1906 NASH STREET NORTH TELE: [phone]
NILSON, N.C. 27893-1726 FAX: [phone]
_ICENSE NO: C-1551 EMAIL: infoObartletten .com
DATE: JUNE 2020 1 SURVEY BY: PROJECT: 19-302
SCALE: AS SHOWN IDRAWN BY: LR FB #:
REVISIONS CODE: WC
DWG FILE: 19302SP7-I
IMPACT #4
PROPERTY OF SHEET 12 OF 1
CITY OF WILSON (3700-97-4809)
AND
WILSON COUNTY (3710-07-9492
TAYLORS TWSP
NORTH CAROLINA
WILSON CO.
ZONE: RA-10S

CONCRETE
ruin a'
Lo
N
co
30'
WOODEN FISHING PIER
ill = 10'
CONCRETE
END
ABUTMENT
(TO
OF 1
EXISTING
GRADE
HEIGHT AS
NEEDED TO MATCH
BRIDGE DECK
#4
18" O.C. O.C.
PT DECKING PER
PLAN DETAILS
1.
PT JOIST PER
PLAN DETALS
L :1
12" MIN.
12" MIN. 1 12"
#4 REBAR CONTINUOUS
(TYP. 3)
CONCRETE END ABUTMENT
NOT TO SCALE
PILING (TYP.)
CROSS SECTION
1 " = 5'
B AR TLETT
ENGINEERING do SURVEYING. PC
1906 NASH STREET NORTH TELE: [phone]
NILSON, N.C. 27893-1726 FAX: [phone]
_ICENSE NO: C-1551 EMAIL: infoObartletten .com
DATE: JUNE 2020 1 SURVEY BY: PROJECT: 19-302
SCALE: AS SHOWN IDRAWN BY: LR FB #:
REVISIONS CODE: WC
DWG FILE: 19302SP7-I
IMPACT #5
PROPERTY OF SHEET 13 OF 15
CITY OF WILSON (3700-97-4809)
AND
WILSON COUNTY (3710-07-9492
TAYLORS TWSP WILSON CO.
NORTH CAROLINA ZONE: RA-10S

10'
CONCRETE
END
ABUTMENT
8" WOOD
PILING
PEDESTRIAN BRIDGE
1" = 5'
ONCRETE
ND
BUTMENT
CONCRETE
END
ABUTMENT
VARIES
SECTION A -A
1" = 5'
B AR TLETT
ENGINEERING do SURVEYING. PC
1906 NASH STREET NORTH TELE: [phone]
NILSON, N.C. 27893-1726 FAX: [phone]
_ICENSE NO: C-1551 EMAIL: info®bartletten .com
DATE: JUNE 2020 1 SURVEY BY: PROJECT: 19-302
SCALE: AS SHOWN IDRAWN BY: LR FB #:
REVISIONS CODE: WC
DWG FILE: 19302SP7—I
PILING (TYP.)
IMPACT #6, 7A & 713
PROPERTY OF SHEET 14 OF 15
CITY OF WILSON (3700-97-4809)
AND
WILSON COUNTY (3710-07-9492
TAYLORS TWSP WILSON CO.
NORTH CAROLINA ZONE: RA-10S

G
7.1
WALKING PATH
NOT TO SCALE
6'
4" CONCRETE
L J I VIVO DCVLIIIVV
SECTION A -A
NOT TO SCALE
B AR TLETT
ENGINEERING do SURVEYING. PC
1906 NASH STREET NORTH TELE: [phone]
NILSON, N.C. 27893-1726 FAX: [phone]
_ICENSE NO: C-1551 EMAIL: info®bartletten .com
DATE: JUNE 2020 1 SURVEY BY: PROJECT: 19-302
SCALE: AS SHOWN IDRAWN BY: KFM FB #:
REVISIONS CODE: WC
DWG FILE: 19302SP7-I
IMPACT #8
PROPERTY OF SHEET 15 OF 15
CITY OF WILSON (3700-97-4809)
AND
WILSON COUNTY (3710-07-9492
TAYLORS TWSP
NORTH CAROLINA
WILSON CO.
ZONE: RA-10S