SAW-2024-00582_LincolntonMeadows_Impacts.pdf

3. Stream Impacts
If there are perennial or intermittent stream/ tributary impacts (including temporary impacts) proposed on the site,
complete this table for all stream/ tributary sites impacted.
** All Perennial or Intermittent streams must be verified by DWR or delegated local government
Site #
3a
Impact
Reason
3b.
Impact
Duration
3c.
Impact Type*
3d.
Stream Name*
3e.
Stream
Type
3f.
Jurisdiction
Type*
3g.
Stream Width
(avg ft) *
3h.
Impact length
(linear ft)
S1
Road Crossing
Permanent
Crossing/
Culvert
Stream 1
Perennial
Both
6
125
S2
Road Crossing
Temporary
Fill (Incl.
Riprap)
Stream 1
Perennial
Both
6
40
S3
Road Crossing
Temporary
Dewatering
Stream 1
Perennial
Both
6
34
S4
Sewer Line
Crossing
Temporary
Crossing/
Culvert
Stream 1
Perennial
Both
6
28
S5
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S6
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S7
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S8
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S9
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S10
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S11
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S12
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S13
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S14lick
to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S15
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S16
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S17
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S18
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S19
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S20
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
3i1. Total jurisdictional ditch
impact:
Click to enter. linear ft
3i2. Total permanent stream
impacts:
125 linear ft
3i3. Total temporary stream
impacts:
102 linear ft
34. Total stream and ditch
impacts:
227 linear ft
Page 10 of 21 PCN Form Version 4.3- February 22, 2024

3j. Comments:
Mitigation is not proposed for the permanent stream impacts because the total permanent loss of stream bed is
below the required 0.02 acre threshold. The rip -rap will be keyed in and won't result in a loss of stream bed. Sills
and baffles will be installed at the entry/exit and throughout the culvert to reduce the rate of flow through the
culvert, and to maintain the natural stream material throughout the culvert.
The temporary impact associated with the sewer line crossing will result from an open -cut, the stream will be
dewatered prior to conducting work with within the stream. Following installation of the sewer line, riprap will be
embedded within the stream bed for stabilization. The stream banks will be restored to existing conditions,
following installation of the sewer line.
Page 11 of 21 PCN Form Version 4.3- February 22, 2024

1 / I 11
A \ / 1 I ( \ c \ A \ / I 1 I ` \ c
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r/ I/ / \I CREEK CENTERLINE\$
Ri
SILLS AND BAFFLES TO BE INSTALLED
100'CRK BU �FER\ I I \ \ IN CULVERT (SEE DETAILS AND
\
J \ \ ` \ I \ NOTES FOR PLACEMENT)
IN I \
JI _ / — \ \ \ \ \ \\ \\ I i •\ \I \ ` `\ \ \\ \ \ SUG\TION F�OSE •\ l IMPERVIOUS DIKE \ \\ \
\ G1 / \ \ I \ \\ \\ \ I , 1— \\ \\ \ \ \\ I\ I \\� \\ \ (SANDBAGS) \ \ \
\ END WALL \ \ \N
/ INV:851.63
i
I\ / 5.2-CULV�RT IMPACT �� g6� g62 g6� g66 66'6
I / PERMAN NTIMPACT
\ \114.50 LF / \
I \ 687 SQFT/ 9.016 AC. _ I ` J / \ \ DISCHARGE H�SE \ \ \ \ \
l l �
/ 5.1 TOTAL STREAM IMPAC�
l I 125 LF
753 SQFT/ 0.017ACI \ \ \' 11�I \ 2. PER IOUS DIKE \ \ \1 \ \ / ` 114.50' OF 72" CLASS IV RCP @ 6.27% / / \ \ \, 1 \ ` i ` LF \
/ \ PROPERTY LINE �\ \ \ / \ \ l I 1 I \ \ \ \ l \\\ / \ 217 SQFT / 0.6 5 AC868
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% / / \ g64
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00
DEWATERING DEVI E
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J \ STONE RIP -RAP SEE C2.0.5 FOR CALCUAL�HIEET
NS \ I 1 / */ \ \
1 \
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(SAND BAGS)
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5.3 RIP -RAP IMPACT (KEYED IN)
PERMANENT IMPACT
(t�0 LOSS OF STREAM B D) L
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STREAM IMPACT PLAN
LOW FLOW SILL
LVERT TO BE
EMBEDDED 20% (1.2')
SILLS AT
INLET AND OUTLET
H 1"=20'
0 10, 20' 40'
CULVERT INLET
HIGH FLOW SILL
NOTES:
1. STREAM BED TO BE EXCAVATED FOR INSTALLATION OF NEW 72"
CLASS IV RCP CIRCULAR CULVERT AND RIP RAP.
2. EXCAVATED STREAM BED MATERIAL TO BE PRESERVED FOR
BACKFILLING FOLLOWING INSTALLATION.
3. BACKFILL EXCAVATED STREAM BED UPSTREAM OF CULVERT INLET.
4. CULVERT TO BE INSTALLED PER DETAIL NCDOT DETAIL 300.1
5. DETAILED AREA IMPACTS ARE:
5.1. TOTAL STREAM IMPACT: 125 LF AND 753 SQFT / 0.017 AC
5.2. CULVERT IMPACT:114.50LF AND 687 SQFT / 0.016 AC
5.3. RIP -RAP IMPACT: 40 LF. AND 1281 SQFT / 0.029 AC.
5.4. FOR TEMPORARY IMPACTS SEE SHEET 2 OF 7
6. BAFFLES TO BE INSTALLED AT INTERVALS OF 8' TO COMPLY WITH
NCDOT STANDARDS.
6.1. ON SLOPES STEEPER THAN 2%, THE SPACING MAY BE
SHORTENED TO AN INTERVAL LENGTH OF 0.5' DIVIDED BY THE
SLOPE OF THE CULVERT.
6.2. INTERVAL LENGTH = 0.5/0.0627 = 8'.
6.3. TOTAL OF 12 BAFFLES AND 2 SILLS REQUIRED.
LOW FLOW BAFFLE TOP TO BE
SET AT STREAM BED ELEVATION
1'
�O
•�O
8.62'
ON CENTER?
O
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1/2" DOWEL
(TYP. )
i
LOW FLOW CHANNEL
1/2" DOWEL
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O
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1'
•
8 62'n�
ON CENTER
1.2'
1.2'
HIGH FLOW BAFFLE ALTERNATE HIGH
FLOW BAFFLES
CULVERT SECTION WITH SILLS
AND BAFFLES (NTS)
CULVERT OUTLET
LOW FLOW SILL
CULVERT TO BE
EMBEDDED 20% (1.2')
INITIAL EROSIONN CONTROL P N
H 1"=20' N
0 10, 20' 40'
I.F.I.1 1LJLIx Ix1_1IVI CONCRETE
ISOMETRIC DETAIL OF BAFFLE WITH DIMENSIONS
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ISSUED FOR:
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Project No.: 1333-22-172
Designed By: CWE
Issue Date: 05.22.2024
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THE UTILITIES SHOWN HEREON ARE FOR THE CONTRACTORS CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE OWNER/DEVELOPER'S RESPONSIBILITY TO VERIFY EXISTING UTILITY CAPACITY PRIOR TO INITIATING DESIGN. THE ENGINEER MAKES NO GUARANTEES, NEITHER EXPRESSED OR IMPLIED,
REGARDING EXISTING UTILITY LOCATION, CAPACITY OR CONDITION.
Know what's below.
Call before you dig.

14
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Project No.: 1333-22-172
Designed By: DCU
Issue Date: 2024.05.14
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Project No.: 1333-22-172
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Issue Date: 03.28.2024
C2.1.4
Know what's below.
Call before you dig.
THE UTILITIES SHOWN HEREON ARE FOR THE CONTRACTORS CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE OWNER/DEVELOPER'S RESPONSIBILITY TO VERIFY EXISTING UTILITY CAPACITY PRIOR TO INITIATING DESIGN. THE ENGINEER MAKES NO GUARANTEES, NEITHER EXPRESSED OR IMPLIED,
REGARDING EXISTING UTILITY LOCATION, CAPACITY OR CONDITION.

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IRON JUNCTION DEVELOPMENT INC.
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OF 8" PVC
@ 0.40%
800
16" STEEL CASING. REFER TO DETAIL WS-04
790
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16+00 17+00
18+00 19+00 20+00 21+00
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110 esSIo�9�9
088 -
vv.l
ISSUED FOR:
REVIEW
Project No.: 1333-22-172
Designed By: EWM
Issue Date: 03.28.2024
C2.1.3
Know what's below.
Call before you dig.
THE UTILITIES SHOWN HEREON ARE FOR THE CONTRACTORS CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE OWNER/DEVELOPER'S RESPONSIBILITY TO VERIFY EXISTING UTILITY CAPACITY PRIOR TO INITIATING DESIGN. THE ENGINEER MAKES NO GUARANTEES, NEITHER EXPRESSED OR IMPLIED,
REGARDING EXISTING UTILITY LOCATION, CAPACITY OR CONDITION.

Appendix I: Figures

1� od N
Project Study Area (-86.3 Acres) ,
� Rd
'rs
Park Circle T�z
,o y�l
Rry p CIO, Client:
Ra
Park Circle One 3 THE OLGA EPPLE
tvanderinq REVOCABLE TRUST
;321'
ake Ra SArin9ryafe Par,
Hors hoe L O
Project:
Carpen
r CreHk
c,
Jos LINCOLNTON MEADOWS
MALLORY TAI DRIVE,
LINCOLNTON,
Bethel Ch r It Rd ,240r,rj LINCOLN COUNTY,
4� 3�
s o*NORTH CAROLINA
y a co
4fuli w°°�'e IleRa 'Qq Title:
S. view Rd
o \�,a SITE
o L �N ` LOCATION
v Iry MAP
L) G 2 ��'ria
ri- ri
Sr.qrrr4j Rrr Rry LINCOLN COUNTY
n a
�y S Highland
Q N G Drive
Q N Park
Z
Z 155
eOr J
aM
y Z 321 ArneY
f ! — —_�� Drawn By:
Scale:
wA
P JMF 1"=0.5 Mi
Eti1c�e - main St - - - - -
r,t<
t _ I1 `r Approved By: Date:
EP��eS i WBF 3/29/2024
�C^° _ ' ! Gaston st", ECS Project No.
-_if6eolnton t Z Keener Ra 49: 21926
0 0.25 0.5 1
TT Miles FIGURE 1
S( a v

Project Study Area (-86.3 Acres)
L.
o
0 1,000 2,000 4,000
Feet
N
r
I
Client:
THE OLGA EPPLE
REVOCABLE TRUST
Project:
7 LINCOLNTON MEADOWS
2
MALLORY TAI DRIVE,
LINCOLNTON,
LINCOLN COUNTY,
NORTH CAROLINA
Title:
USGS TOPOGRAPHIC
MAP
LINCOLNTON EAST, NC
QUADRANGLE
PROJECT STUDY AREA
Z Drawn By: Scale.
JMF 1 2,000'
iJ
S 7,4 Approved By: Date:
oN
WBF 3/29/2024
a Boger
C, city ECS Project No.
Goodsonville
49: 21926
FIGURE 2

L+
= Project Study Area (-86.3 Acres)
Soil Map Unit
ApB-Appling Sandy Loam, 1-6% Slopes
ChA- Chewacla Loam, 0-2% Slopes, Frequently Flooded
HeB- Helena Sandy Loam, 1-6% Slopes
MdB2- Madison Sandy Clay Loam, 2-8% Slopes, Moderately Eroded
MdC2- Madison Sandy Loam, 8-15% Slopes, Moderately Eroded
PaD- Pacolet Sandy Loam, 15-25% Slopes
RnB- Rion Sandy Loam, 2-8% Slopes
RnC- Rion Sandy Loam, 8-15% Slopes [
WoA- Worsham Fine Sandy Loam, 0-2% Slopes
f� Elm
ME
r `
.i
N
Client:
THE OLGA EPPLE
REVOCABLE TRUST
Project:
LINCOLNTON MEADOWS
G� MALLORY TAI DRIVE,
LINCOLNTON,
LINCOLN COUNTY,
NORTH CAROLINA
r33
Title:
Q USDA-N RCS
321 SPATIAL SOIL
SURVEY
/ DATED:2019
r'
PROJECT STUDY AREA
V ` y
`7 Sip hil ECS Project No.
1l `� • 49:21926
0 350 700 1,400 ego"
Feet FIGURE 3

0
R5U
Af
I
R4SBC
J
PUBHh
R5UBH
PUBHh
R4SBC
PUBHh
R4SBC
• lie X.
R4SBC
70,
R5UBH
01
R4SBC
ssi Pssl R4SBC
�PUBHh

Project Stud Area -86.3 Acres
Project Y � )
Elevation Above Mean Sea Level (Feet)rf
''CS
r
Value
High : 950 ,. ..
Client:
r I" - � -
- Low: 775 :'�� r � r � � � �;:!,
m
-
�THE OLGA EPPLE
� r REVOCABLE TRUST
?/ Project:
I
LINCOLNTON MEADOWS
MALLORY TAI DRIVE,
LINCOLNTON,
LINCOLN COUNTY,
NORTH CAROLINA
-
t
•0 700 1,400
Fe t
r
321
Title:
NOAA LIDAR
ELEVATION DATA
MAP
PROJECT STUDY AREA
JJ Al
>
f
J�
Drawn By:
Scale:
JMF
1 "=700'
Approved By:
Date:
1
WBFs
Y/N9/2024
r -
Project
o.
49:21926
-,
FIGURE 6
,�
;,!

Project Study Area (-86.3 Acres)
,
Potential Wetland Waters
- Potential Non -Wetland Waters
4
® Wetland Data Point
® Upland Data Point
® Stream Data Point
1/' ro
S Culvert
Potential Wetland Water2
�• ~ -0.01 AC
Potential Non -Wetland Water 2
-157 LF
w
.., I
t t `, Potential Wetland
-0 12 AC
Water 1
Potential Non -Wetland Water 1'
-1,362 LF
a
Potential Non -Wetland Water 3
-4,807 LF
!•
Potential Non -Wetland Water 5
-71 LF
0 375 750 1,500
Feet
Potential Wetland Water 4
-0.01 AC
Potential Non -Wetland Water PWW 7
-444 LF
PNWW 2
Potential Wetland Water 3 t
-0.005 Ac
M � �
ti � e•
PNWW 3
PNWW 4
N �
ECS
Client:
s
THE OLGA EPPLE
REVOCABLE TRUST
Project:
LINCOLNTON MEADOWS
PWW 2
MALLORY TAI DRIVE,
LINCOLNTON,
LINCOLN COUNTY,
NORTH CAROLINA
Title:
PNWW 3 POTENTIAL WATERS
OF THE US MAP
NOTES:
1. JURISDICTIONAL WATERS
OF THE US WERE DELINEATED
PWW 4 BY ECS ON DECEMBER 18,
2023 & March 25,2024.
2. FINDINGS DEPICTED ON
THIS MAP HAVE NOT BEEN
VERIFIED BY THE USACE AND
ARE SUBJECT TO CHANGE.
3. THIS MAP SHOULD BE USED
• FOR PRELIMINARY PLANNING
PURPOSES.
Drawn By: Scale:
JMF 1 "=750'
Approved By: Date:
WBF 3/29/2024
ECS Project No.
49: 21926
I c
FIGURE 7

Appendix II: Photographic Log

April lO,2024
31
Al
V
r/21111 WL

ECS Southeast, LLC
Y.
v
4
�'�,�' ik
p , 1
3 - Confluence of Stream 1 and Stream 3
4 - View of Stream 3 at Stream Form 3 location, facing southwest.
ECS Project No. 49:21926

ECS Southeast, LLC
5 - View of Stream 3 at Stream Form 3 location, facing northeast.
6 - Typical view of Stream 4 at Stream form point 4.
ECS Project No. 49:21926

April 10, 2024 UTW•
w
r �• ,.p � 8 _"i 1�Y'�}j� o 'i li JF o-•" Y
`�qt I o r�
ALI
'to
?] s:t�'/,
„4 1 ��.i�li
A Ar
i

April 10, 2024
"WiN ff",
�r 4.
S _

ECS Southeast, LLC
11 - View of Stream 5 facing Southeast.
ECS Project No. 49:21926

Appendix III: USACE
Antecedent Precipitation Tool

Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network
ru
4-
oC
May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr
2023 2023 2023 2023 2023 2023 2023 2023 2024 2024 2024 2024
Coordinates
35.496080,-81.233891
Observation Date
2023-12-18
Elevation (ft)
859.914
Drought Index (PDSI)
Mild drought (2023-11)
WebWIMP H2O Balance
Wet Season
=figure and tables merle by the
Antecedent Precipitation Tool
Version 1.0
Written by Jason Deters
U.S. Army Corps of Engineers
30 Days Ending
301h %ile (in)
701h %ile (in)
Observed (in)
Wetness Condition
Condition Value
Month Weight
Product
2023-12-18
2.479921
5.20748
4.145669
Normal
2
3
6
2023-11-18
1.81378
5.279921
0.299213
Dry
1
2
2
2023-10-19
2.816536
4.811811
0.822835
Dry
1
1
1
Result
Drier than Normal - 9
Weather Station Name
Coordinates
Elevation (ft)
Distance (mi)
Elevation A
Weighted A
Days Normal
Days Antecedent
LINCOLNTON 4 W
35.4606,-81.3297
887.139
5.922
27.225
2.826
11352
90

Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network
M
.M
NO
Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug
2023 2023 2023 2023 2024 2024 2024 2024 2024 2024 2024 2024
Coordinates
35.497382,-81.231259
Observation Date
2024-03-25
Elevation (ft)
877.595
Drought Index (PDSI)
Mild drought (2024-02)
WebWIMP H2O Balance
Wet Season
Figures and tables made by the
Anrtecedent Precipitation Tool
US Army Corps Version 2.0
of Engineers
Developed by.
U-S_ Army Corps of Engineers and
OERDC U_ _ Army Engineer Research and
?f -• � :��Development Center
30 Days Ending
301h %ile (in)
701h %ile (in)
Observed (in)
Wetness Condition
Condition Value
Month Weight
Product
2024-03-25
3.433465
4.675591
6.007874
Wet
3
3
9
2024-02-24
2.365354
4.51811
1.740158
Dry
1
2
2
2024-01-25
3.002756
4.796063
8.594488
Wet
3
1
3
Result
Normal Conditions - 14
Weather Station Name
Coordinates
Elevation (ft)
Distance (mi)
Elevation A
Weighted A
Days Normal
Days Antecedent
LINCOLNTON 4 W
35.4606,-81.3297
887.139
6.094
9.544
2.8
11352
90