20190236 Ver 1_Impact Plans_20190221

AREA OF IMPACT #1 —J
(STREAM J)
A OF IMPACT #2
(WETLAND B)
DYE CREEK GREENWAY
STREAM AND WETLAND IMPACT PLANS
TOWN OF MOORESVILLE
IREDELL COUNTY, NC
i
AREA OF IMPACT #8
– - (STREAM B);
Ott
r AREA OF IMPACT #7
(DYE CREEK)
-pO ;a AREA OF IMPACT #6
�' (STREAM C)
AREA OF IMPACT #5
�,� (STREAM D)
\ Y, AREA OF IMPACT #4
(STREAM F)
y,,ly.
ORIGINAL SHEET SIZE: 11"X 17
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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PROJECT
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2/11/2019
DYE CREEK
GREENWAY
LANDDESIGN PROJ.#
1016286
REVISION / ISSUANCE
NO. DESCRIPTION DATE
DESIGNED BY: MJS
DRAWN BY: MJS
CHECKED BY: AW
SCALE NORTH
VERT: N/A
HORZ: I.,=1000,
0 500' 1000' 2000'
SHEET TITLE
STREAM AND WETLAND
IMPACT PLANS
SHEET NUMBER
1-1

N/F
\y\ \\ 4665581144.000
i \MOWN OF MOORESVILLE
Pg� 3 \
- R�\
\\\ a �\ \
PROPOSED SANDBAG -
DIKE
PROPOSED BRIDGE #1 —�
PRE -FABRICATED PEDESTRIAN BRIDGE TO /
BE DESIGNED BY OTHERS.
PROPOSED TEMPORARY FORD CROSSING
FOR ACCESS DURING CONSTRUCTION.
TEMPORARY STREAM
PUMP AROUND ^M
PROPOSED HIGH ^M
742
HAZARD, DOUBLE ROW ^'�
SILT FENCE a o
Qo
10 0
11 10
\\\ \ \
\ PROPOSED HIGH \\\\ \\
\ ^a HAZARD, DOUBLE ROW
SILT FENCE
a9 N/F
4665572527.000
TOWN OF MOORESVILLE
I
DB 1296 Pg 2783 I ( I
/ \ \ BRIDGE CROSSING
/ '- STREAM IMPACT ( I III
\ S1 = 16 LF (TEMP.)
�, I \ I
\\\ -
\� LIMITS OF
\ \ _ JURISDICTIONAL
- - \ - STREAM J \ I
\ 739
4665462936.000
STUTTS JOHNNY E
DB 595 Pg 841
ORIGINAL SHEET SIZE: 11"X 17
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CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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DYE CREEK
GREENWAY
LANDDESIGN PROJ.#
1016286
REVISION / ISSUANCE
NO. DESCRIPTION DATE
DESIGNED BY: MJS
DRAWN BY: MJS
CHECKED BY: AW
SCALE NORTH
VERT: N/A
HORZ: 1"=30'
0 15' 30' 60'
SHEET TITLE
SHEET NUMBER
STREAM J
IMPACT PLAN

PROPOSED HIGH
HAZARD, DOUBLE ROW
SILT FENCE
TEMPORARY CONSTRUCTION EASEMENT
\ PERMANENT GREENWAY EASEMENT
y y\PROPOSED BOARDWALK WITH
TIMBER PILES. PROPOSED MUD
y y MATS TO BE USED DURING
CONSTRUCTION FOR ACCESS
PROPOSED SNOW
y y y y y y o y y \ FENCING TO DENOTE
L=130.94', R=300.00' \
A=25.01 y y y y y p \
LIMITS OF y"
F� 736
DELINEATED y y y y y y32� ° \° \ 732
WETLAND B
3
y y y y y y y y y y y y y y y y y y \`gym 137
LIMITS OF
DISTURBANCE
N/F
4665664947.000
ADRIAN L HOBBS
DB 2081 Pg 160
` \ /
\ V \ ��-3 BOARDWALK CROSSING
WETLANDS IMPACT \
\ \ y y y y y y y y y y
-,73:1
W1 = 4,700 SF (TEMP.)
\\ \ \\ \ \\ \ y y y y y y y y y y y y y y y y y y y y y 739
1�
\ \\ \ \ \ \ \\ y y y y y y y y y y y y y y y y y y y y y y y y y y y y y \
\\ \ \\ N/F i3
\\ \ \ 4665466160.000
\ \\ \\ BMCH NORTH CAROLINA LLC
\ \ DB 2303 Pg 2304 \ w \\\ \
\ � MB 63 Pg 29-30
\ \ \ \ \ \ \ y y y y y y y y y y y y y y y y y \ y y y y y \ \\ \
\ y y y y y y y y y y y
LIMITS OF
\!DEL-
INEATED
WETLAND B
L=98.21', R=160.00' � \f740 \
/'A=35.17
PROPOSED HIGH
HAZARD, DOUBLE ROW ' ��\ \\�
SILT FENCE \\ s�
y y y y y �✓ y y y b� 754 \ V \
/
/ I
I l I I I I I I I I 1 I I I 1 y y y y y y y y y y y y I I 1
ORIGINAL SHEET SIZE: 11"X 17
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223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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GREENWAY
LANDDESIGN PROJ.#
1016286
REVISION / ISSUANCE
NO. DESCRIPTION DATE
DESIGNED BY: MJS
DRAWN BY: MJS
CHECKED BY: AW
SCALE NORTH
VERT: N/A
HORZ: 1"=30'
0 15' 30' 60'
SHEET TITLE
SHEET NUMBER
WETLAND B
IMPACT PLAN
I-3

_t
ss I w
ss =
ss
----A ___ _ _ _
TEMPORARY
STREAM PUMP
AROUND
ti
PROPOSED
SANDBAG DIKE ;
1 i
1
I w
>o
o
I
I
f Ilia
CONSTRUCTION ENTRANCE
X26
'o (NCDEQ 6.06) LOCATION
= 35.321584°
ILAT.
LONG. = 80.473859°
w
I '
\
\
I
w
■I
LL
/
13168 10o 00.
�
^ry0 �ry9�0 0
\
o
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oti
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o
�
Li
EXISTING FENCE��
>
TO BE REMOVED
�\
ss I w
ss =
ss
----A ___ _ _ _
TEMPORARY
STREAM PUMP
AROUND
ti
PROPOSED
SANDBAG DIKE ;
126
LIMITS OF
DELINEATED
WETLAND Y
BOARDWALK CROSSING
WETLANDS IMPACT
W2 = 3,200 SF (TEMP.)
PROPOSED BOARDWALK WITH
TIMBER PILES. PROPOSED MUD
�. MATS TO BE USED DURING
CONSTRUCTION FOR ACCESS
PROPOSED SNOW
FENCING TO DENOTE
LIMITS OF
DISTURBANCE
LiSED BRIDGE #2
BRICATED PEDESTRIAN BRIDGE TO
IGNED BY OTHERS.SED TEMPORARY FORD CROSSINGCESS DURING CONSTRUCTION. CROSSINGss ssMIMPACT PROPOSED HIGH
LF (TEMP.) HAZARD, DOUBLE ROW
_ SILT FENCE
LIMITS OF
\oy \ <
JURISDICTIONAL \o \
STREAM \
=` \\/
EXISTING FENCE
TO BE REMOVED
PROPOSED STORM
DRAINAGE OUTFALL \ \ \\\ \ \ \ \
�� —4
\� - _-
ORIGINAL SHEET SIZE: 11" X 17
L.ndDesign.'
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
SEAL
PROJECT
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SEAL �'•
043902
2/11/2019
DYE CREEK
GREENWAY
LANDDESIGN PROJ.#
1016286
REVISION / ISSUANCE
NO. DESCRIPTION DATE
DESIGNED BY: MJS
DRAWN BY: MJS
CHECKED BY: AW
SCALE NORTH
VERT: N/A
HORZ: 1"=30'
0 15130 60
SHEET TITLE
WETLAND X & Y / DYE CREEK
IMPACT PLAN
SHEET NUMBER
I-4
1 i
1
f Ilia
■I
126
LIMITS OF
DELINEATED
WETLAND Y
BOARDWALK CROSSING
WETLANDS IMPACT
W2 = 3,200 SF (TEMP.)
PROPOSED BOARDWALK WITH
TIMBER PILES. PROPOSED MUD
�. MATS TO BE USED DURING
CONSTRUCTION FOR ACCESS
PROPOSED SNOW
FENCING TO DENOTE
LIMITS OF
DISTURBANCE
LiSED BRIDGE #2
BRICATED PEDESTRIAN BRIDGE TO
IGNED BY OTHERS.SED TEMPORARY FORD CROSSINGCESS DURING CONSTRUCTION. CROSSINGss ssMIMPACT PROPOSED HIGH
LF (TEMP.) HAZARD, DOUBLE ROW
_ SILT FENCE
LIMITS OF
\oy \ <
JURISDICTIONAL \o \
STREAM \
=` \\/
EXISTING FENCE
TO BE REMOVED
PROPOSED STORM
DRAINAGE OUTFALL \ \ \\\ \ \ \ \
�� —4
\� - _-
ORIGINAL SHEET SIZE: 11" X 17
L.ndDesign.'
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
SEAL
PROJECT
C A 0 rfx
SEAL �'•
043902
2/11/2019
DYE CREEK
GREENWAY
LANDDESIGN PROJ.#
1016286
REVISION / ISSUANCE
NO. DESCRIPTION DATE
DESIGNED BY: MJS
DRAWN BY: MJS
CHECKED BY: AW
SCALE NORTH
VERT: N/A
HORZ: 1"=30'
0 15130 60
SHEET TITLE
WETLAND X & Y / DYE CREEK
IMPACT PLAN
SHEET NUMBER
I-4

725
720
715
710
705
Profile View of STREAM F
725
720
715
710
705
NIF
4665737307.000
CURTIS POND PHASES 2 3+4 OA INC ?78
DB 1907 Pg 319
\ ry
I ^
j \
PROP. SANDBAG DIKE
TEMPORARY STREAM
PUMP AROUND
I TEMPORARY NCDEQ
STONE CHANNEL
CROSSING
STREAM IMPACT
S3 = 15 LF (TEMP.)
REMOVE NON-FUNCTIONING
PIPES LYING IN STREAM
AND RE-ESTABLISH
CHANNEL WITH RIPRAP
\ STREAM IMPACT \
S4 = 55 LF S
(PERMANENT)
719
\ 4 \ \
PROPOSED DOUBLE \ \
ROW SILT FENCE
PERMANENT GREENWAY EASEMENT
TEMPORARY CONSTRUCTION EASEMENT \ \\
\\ 1 X\
ORIGINAL SHEET SIZE: 11"X 17
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
SEAL
PROJECT
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2/11/2019
DYE CREEK
GREENWAY
LANDDESIGN PROJ.#
1016286
REVISION / ISSUANCE
NO. DESCRIPTION DATE
DESIGNED BY: MJS
DRAWN BY: MJS
CHECKED BY: AW
SCALE NORTH
VERT: 1"=2'
HORZ: 1"=30'
0 15' 30' 60'
SHEET TITLE
STREAM F IMPACT PLAN
AND PROFILE
SHEET NUMBER
I-5
ELEVATION
APPROXIMATE
BANK
TOP
OF
APPROX. 25 LF ± OF
EXISTING 18" CMP TO
BE REMOVED
RE-ESTABLISH
STREAM CHANNEL
WITH CLASS B
RIPRAP (18" THICK)
PROP. SANDBAG DIKE
AND PUMP AROUND
BOTTOM
ELEVATION
APPROXIMATE
OF
CHANNEL
725
720
715
710
705
NIF
4665737307.000
CURTIS POND PHASES 2 3+4 OA INC ?78
DB 1907 Pg 319
\ ry
I ^
j \
PROP. SANDBAG DIKE
TEMPORARY STREAM
PUMP AROUND
I TEMPORARY NCDEQ
STONE CHANNEL
CROSSING
STREAM IMPACT
S3 = 15 LF (TEMP.)
REMOVE NON-FUNCTIONING
PIPES LYING IN STREAM
AND RE-ESTABLISH
CHANNEL WITH RIPRAP
\ STREAM IMPACT \
S4 = 55 LF S
(PERMANENT)
719
\ 4 \ \
PROPOSED DOUBLE \ \
ROW SILT FENCE
PERMANENT GREENWAY EASEMENT
TEMPORARY CONSTRUCTION EASEMENT \ \\
\\ 1 X\
ORIGINAL SHEET SIZE: 11"X 17
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
SEAL
PROJECT
C AR 0 �ffi
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043902
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2/11/2019
DYE CREEK
GREENWAY
LANDDESIGN PROJ.#
1016286
REVISION / ISSUANCE
NO. DESCRIPTION DATE
DESIGNED BY: MJS
DRAWN BY: MJS
CHECKED BY: AW
SCALE NORTH
VERT: 1"=2'
HORZ: 1"=30'
0 15' 30' 60'
SHEET TITLE
STREAM F IMPACT PLAN
AND PROFILE
SHEET NUMBER
I-5

725
720
715
710
705
Profile View of STREAM D
\ /
" /\
725
466573730 .000
\ \IS POND PHAS S 2 3+4 OAI / I
DS 1 9007/ 9 319
720
715
RE-ESTABLISH AND
REINFORCE CHANNEL
WITH RIPRAP
STREAM D IMPACT
S5 = 13 LF
(PERMANENT)
710
JURISDICTIONAL
\STREAM PROF
DOUBLI
SILT I
705
RE-ESTABLISH
DRAINAGE SWALE
I
PROPOSED BOARDWALK
\PERMANENT
GREENWAY
EASEMENT - x - x-
\ TEMPORARY
CONSTRUCTION
EASEMENT
N/F
r 4675025684.000
,,,,,TOWN OF MOORESVILLE
DS 1001 Pg 213
ORIGINAL SHEET SIZE: 11"X 17
LandDeq,m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
SEAL
PROJECT
C a R o'''.
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h043902
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2/11/2019
DYE CREEK
GREENWAY
LANDDESIGN PROJ.#
1016286
REVISION / ISSUANCE
NO. DESCRIPTION DATE
DESIGNED BY: MJS
DRAWN BY: MJS
CHECKED BY: AW
SCALE NORTH
VERT: N/A
HORZ: 1"=30'
0 15' 30' 60'
SHEET TITLE
STREAM D IMPACT PLAN
AND PROFILE
SHEET NUMBER
I-6
ELEVATION
TOP
APPROXIMATE
BANK
OF
PROPOSED
BOARDWALK
PROPOSED BOTTOM OF \
RE-ESTABLISHED
DRAINAGE SWALE
APPROXIMATE
ELEVATION OF EXISTING
BOTTOM OF CHANNEL
RE-ESTABLISH STREAM
CHANNEL WITH CLASS B
RIPRAP (18" THICK)
\ /
" /\
725
466573730 .000
\ \IS POND PHAS S 2 3+4 OAI / I
DS 1 9007/ 9 319
720
715
RE-ESTABLISH AND
REINFORCE CHANNEL
WITH RIPRAP
STREAM D IMPACT
S5 = 13 LF
(PERMANENT)
710
JURISDICTIONAL
\STREAM PROF
DOUBLI
SILT I
705
RE-ESTABLISH
DRAINAGE SWALE
I
PROPOSED BOARDWALK
\PERMANENT
GREENWAY
EASEMENT - x - x-
\ TEMPORARY
CONSTRUCTION
EASEMENT
N/F
r 4675025684.000
,,,,,TOWN OF MOORESVILLE
DS 1001 Pg 213
ORIGINAL SHEET SIZE: 11"X 17
LandDeq,m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
SEAL
PROJECT
C a R o'''.
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h043902
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DYE CREEK
GREENWAY
LANDDESIGN PROJ.#
1016286
REVISION / ISSUANCE
NO. DESCRIPTION DATE
DESIGNED BY: MJS
DRAWN BY: MJS
CHECKED BY: AW
SCALE NORTH
VERT: N/A
HORZ: 1"=30'
0 15' 30' 60'
SHEET TITLE
STREAM D IMPACT PLAN
AND PROFILE
SHEET NUMBER
I-6

Alp
715LIMITS OF \ \ \
,7s e \ / JURISDICTIONAL \ \ \ \ \
>>4 >>s ' STREAM \ \ \
/ STREAM C IMPACT \
'9046,
?..69 S6 = 15 LF (TEMP.) \ \ \ \ \ \\
R`60000- PROPOSED \ \ \\ \ \
BOARDWALK \ \
714 7)4k
\ \ \ \ \ \ \
\ \ TD,
\ \ \ 712 -\
\ \ cRFF
\ TEMPORARY
\ DIVERSION DITCH
\ (NCDEQ 6.20)
ROCK CHECK DAM
\ (NCDEQ 6.83)
N/F
4675025684.000
TOWN OF MOORESVILLE
DB 1001 Pg 213
PROPOSED DOUBLE ROW
SILT FENCE
712 \
ORIGINAL SHEET SIZE: 11"X 1
LandDesign.
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704.333.0325
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SEAL
PROJECT
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043902
rrr�N R.lpCi'4`ti
2/11/2019
DYE CREEK
GREENWAY
LANDDESIGN PROJ.#
1016286
REVISION / ISSUANCE
NO. DESCRIPTION DATE
DESIGNED BY: MJS
DRAWN BY: MJS
CHECKED BY: AW
SCALE NORTH
VERT: N/A
HORZ: 1"=30'
0 15' 30' 60'
SHEET TITLE
STREAM C
IMPACT PLAN
SHEET NUMBER
1-7

\ \ I \ \\ \ \ \ PROPOSED
DOUBLE ROW
SILT FENCE
I � \
1 PROPOSED SAND BAG DIKE \ \
I\ \ PROPOSED BRIDGE #3 \ \ \
1 PRE -FABRICATED PEDESTRIAN BRIDGE TO
\ \ BE DESIGNED BY OTHERS. \ �\
\PROPOSED TEMPORARY FORD CROSSING
\ FOR ACCESS DURING CONSTRUCTION.
\ TEMPORARY STREAM
\ PUMP AROUND
N/F
4.0
\ 467 25400 N
TOWN OF 0
ESVILLE
\ DB 10 1 Pg 213
1 I
I �
1 I I I I
I I /
NI //
� I l
o, \
fo \
�o
\ \
\ o
\ \ \ I I
BRIDGE CROSSING r
/ ® STREAM IMPACT
�• \A \� \ / ® S7 = 18 LF (TEMP.) /
\ ®I \
EXISTING PUMP I
STATION I \
\ \\\ I
\ \ \ \\ ' \ \
\ \\ \ \ LIMITS OF 1
L=106.57, R=80.00 \ \ \\ , \ JURISDICTIONAL \
o=76.33 \� \ \ � � \ \\\\ STREAM
PROPOSED \\ \ \\
DOUBLE ROW
SILT FENCEPIP
ORIGINAL SHEET SIZE: 11"X 1
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
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PROJECT
(fry
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043942
2/11/2019
DYE CREEK
GREENWAY
LANDDESIGN PROJ.#
1016286
REVISION / ISSUANCE
NO. DESCRIPTION DATE
DESIGNED BY: MJS
DRAWN BY: MJS
CHECKED BY: AW
SCALE NORTH
VERT: N/A
HORZ: 1"=30'
0 15' 30' 60'
SHEET TITLE
STREAM A (DYE CREEK)
IMPACT PLAN
SHEET NUMBER
1-8

\ 1p
N
\\\ \\ I
\ \ \ `nomN/F PIP
\ \ \ \ PROPOSED DOUBLE ROW 4675025684.000
O �o� SILT FENCE TOWN OF MOORESVILLE \ \
DB 1001 Pg 213 \ ° \ \\ \
PROPOSED
\ \ / BOARDWALK \ \ \ \\\
0
STREAM B IMPACT
\\ \ S8 = 15 LF (TEMP.) \ �10 \ \
LIMITS OF
JURISDICTIONAL \ \ \ \ \
STREAM \ ��
\ \\ \ \\\ \\\\ \ `�
ORIGINAL SHEET SIZE: 11"X17
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223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
SEAL
PROJECT
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DYE CREEK
GREENWAY
LANDDESIGN PROJ.#
1016286
REVISION / ISSUANCE
NO. DESCRIPTION DATE
DESIGNED BY: MJS
DRAWN BY: MJS
CHECKED BY: AW
SCALE NORTH
VERT: N/A
HORZ: 1"=30'
0 15' 30' 60'
SHEET TITLE
SHEET NUMBER
STREAM B
IMPACT PLAN
I-9

EXISTING GRADE
TOP OF RIPRAP TO
MATCH EXISTING
STREAM BED ELEVATION
TYPICAL RIPRAP STREAM
SECTION
N.T.S.
CLASS B RIPRAP
(18" THICKNESS)
D50 =8"
DMAX=12"
NOTE:
KEY PROPOSED RIPRAP INTO EXISTING STREAM BED.
ORIGINAL SHEET SIZE: 11" X 17'
LandDesign.
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DYE CREEK
GREENWAY
LANDDESIGN PROJ.#
1016286
REVISION / ISSUANCE
NO. DESCRIPTION DATE
DESIGNED BY: MJS
DRAWN BY: MJS
CHECKED BY: AW
SCALE NORTH
VERT: N/A
HORZ: NTS
(NOT TO SCALE)
SHEET TITLE
SHEET NUMBER
DETAILS
I-10