20210034 Ver 1_File 1 - 2nd Submittal to DWR Complete Package Final_20210401

Carpenter,Kristi
From: Lennon, Andre <[e-mail]>
Sent: Thursday, April 01, 2021 2:39 PM
To: Chapman, Amy; Hood, Donna
Cc: Thomas, Kevin; Shawn Pennell; Brown, David W CIV USARMY CESAW (USA); Carpenter,Kristi; Mizzi,
Janet; Hamstead, Byron A; Degnan, Jesse; [e-mail];Johnson, Matt;
Walters, Shad
Subject: [External] RE: City of Hickory: Startown/ Robinson Road Connectors ID#20210034
Attachments: File 1 - 2nd Submittal to DWR Complete Package Final.pdf
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Report Spam.
Good afternoon Ms. Hood,
We heard from at least one person copied on this email that they couldn't access our submittal yesterday due to firewall
issues. We apologize in advance for multiple emails but we are sending our submittal again today to ensure you can
access the files. This is the first of two (2) emails with the pdf attachment files broken in to smaller files for your
use. Let us know if you have any questions.
Thanks.
Andre
Andre L. Lennon, P.E. I Senior Project Manager
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive, Suite 400, Charlotte, NC 28273
direct 980.260.2045 office 980.237.0373 mobile [phone]
www.cecinc.corn
liw aNdsSui*i i
PoAw Oddness.
IiN�tlo�h
From: Lennon,Andre
Sent: Wednesday, March 31, 2021 3:15 PM
To: Chapman, Amy<[e-mail]>; Hood, Donna <[e-mail]>
Cc:Thomas, Kevin <[e-mail]>; Shawn Pennell <[e-mail]>; Brown, David W CIV USARMY
CESAW (USA) <[e-mail]>; Carpenter,Kristi <[e-mail]>; Mizzi,Janet
<[e-mail]>; Hamstead, Byron A<[e-mail]>; Degnan,Jesse<[e-mail]>;
[e-mail];Johnson, Matt<[e-mail]>; Walters, Shad <[e-mail]>
Subject: RE: City of Hickory: Startown/ Robinson Road Connectors ID#20210034
Good afternoon Ms. Hood,
Please see our resubmittal for the subject project for the City of Hickory Startown/Robinson Road Connectors
Project. The file is 16MB so we have prepared a link to the compiled package at the link below:
i

http://downloads.cecinc.com/303-168
If you don't mind please acknowledge receipt for our records to satisfy the resubmittal requirements for DWR ID#
20210034. The package includes our Cover letter with comment responses along with supporting exhibits and design
documents. We appreciate your review of the project documents and let us know if you require any additional
information or have any questions. Thanks.
Andre
Andre L. Lennon, P.E. I Senior Project Manager
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive, Suite 400, Charlotte, NC 28273
direct 980.260.2045 office 980.237.0373 mobile [phone]
www.cecinc.corn
wEWN IT. Peffiatral Dans= "WNW Union
From: Walters, Shad <[e-mail]>
Sent: Wednesday, March 31, 2021 1:41 PM
To: Chapman, Amy<[e-mail]>; Hood, Donna <[e-mail]>
Cc:Thomas, Kevin <[e-mail]>; Shawn Pennell <[e-mail]>; Brown, David W CIV USARMY
CESAW (USA) <[e-mail]>; Carpenter,Kristi <[e-mail]>; Mizzi,Janet
<janet [e-mail]>; Hamstead, Byron A<byron [e-mail]>; Degnan,Jesse<[e-mail]>;
Lennon,Andre<[e-mail]>
Subject: RE: [External] City of Hickory: Startown/Robinson Road Connectors ID#20210034
Ms. Chapman:
Thank you for your consideration on the timing for the re-submittal. As requested, we performed two site visits to
confirm the presence of the dwarf-heartleaf with the last site visit being last week which we found numerous
clusters that impacted our previously prepared plans.
We are working diligently today to complete the resubmittal to show the avoidance of the plants - which we anticipate
should be out shortly to you guys.
We apologize for any inconvenience- let us know if you guys need any additional information to support the City of
Hickory's application.
Shad W. Walters, P.E. I Vice President
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive, Suite 400, Charlotte, NC 28273
direct 980.260.2127 office 980.237.0373 mobile [phone]
www.cecinc.com
wis. OWN IT. Pummel Oddness Relationships
From: Chapman, Amy<[e-mail]>
Sent: Wednesday, March 31, 2021 1:17 PM
To: Hood, Donna <[e-mail]>
2

Cc: Walters, Shad <[e-mail]>;Thomas, Kevin <[e-mail]>; Shawn Pennell
<[e-mail]>; Brown, David W CIV USARMY CESAW (USA) <[e-mail]>;
Carpenter,Kristi<[e-mail]>; Mizzi,Janet<ianet [e-mail]>; Hamstead, Byron A
<byron [e-mail]>
Subject: RE: [External] City of Hickory: Startown/Robinson Road Connectors ID#20210034
15A NCAC 2H.0507 gives the Director of DWR the ability to deny any 401 application that does not meet our
requirements.
I know the question Mr.Thomas wanting the full 60 days to respond. We can give him until 5pm tomorrow (April 1st)
since Friday is a holiday and his 60 days is up on a weekend when we are not open.
From: Hood, Donna <[e-mail]>
Sent: Wednesday, March 31, 2021 11:22 AM
To: Chapman, Amy<[e-mail]>
Cc: Walters, Shad <[e-mail]>;Thomas, Kevin <[e-mail]>; Shawn Pennell
<[e-mail]>; Brown, David W CIV USARMY CESAW (USA) <[e-mail]>;
Carpenter,Kristi<[e-mail]>; Mizzi,Janet<ianet [e-mail]>; Hamstead, Byron A
<byron [e-mail]>
Subject: RE: [External] City of Hickory: Startown/Robinson Road Connectors ID#20210034
Hi Amy,
Mr.Thomas is questioning the DWR ability to return an incomplete application.
Also, the endangered Hexasylis naniflora species has now been found on this site after the plant review was performed
at the correct time of year.The Corps has not been informed of this finding except by an email I sent about 30 minutes
ago. I have also copied the US Fish and Wildlife Service. As the 401 permit writer, I advise that both Federal agencies
should weigh in on this finding prior to resubmittal for DWR approval.
Thank you for any response you may have.
Regards,
Donna Hood
From:Thomas, Kevin <[e-mail]>
Sent: Wednesday, March 31, 2021 11:02 AM
To: Hood, Donna <[e-mail]>
Cc: Walters, Shad <[e-mail]>
Subject: [External] City of Hickory: Startown/Robinson Road Connectors ID#20210034
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Report Spam.
Ms. Hood.
Here is Shads email.
Thanks,
3

Kevin Thomas, PWS & LSS (NC, SC & FL)/ Senior Project Manager
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive • Suite 400 Charlotte,NC 28273
Toll-Free: 855-859-9932 Direct: 980-260-2035 Fax: [phone]
Mobile:[phone] • http://www.cecinc.com
Senior Leadership Integrated Services • Personal Business Relationships
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4

rIFL7
Civil&Environmental Consultants,Inc.
March 31, 2021
Ms. Donna Hood
North Carolina Division of Water Resources
Environmental Sr. Specialist
610 East Center Avenue, Suite 301,
Mooresville,NC 28115
Dear Ms. Hood:
Subject: City of Hickory— Startown/Robinson Road Connectors
NCDWQ Project ID #20210034
CEC Project 303-168
Based upon comments provided for the USACE PCN application for the City of Hickory,
Startown/Robinson Road Connectors project on February 22, 2021, CEC is providing the
following responses and corresponding exhibits: (Comment is Italic and responses below).
1. Require Class II rip rap outlet protection on the stream culverts.
- All rip-rap aprons have been revised to Class II rip-rap. See Wetlands and Surface
Water Impacts Permit Drawings page 4.
2. Double barrel culverts -Install one culvert at 1-foot below stream level for normal flow
and one higher for storm flow.
- Western most 72" CMP Culvert has been raised to match existing ground, while
the eastern most culvert is indicating an invert depth of 1 foot below nominal
stream invert. See Wetlands and Surface Water Impacts Permit Drawings page 4
& 5.
3. Field study will be required for the dwarf-flowered heartleaf.
- On March 4, 2021, CEC Ecologist Jesse Degnan performed an initial species-
specific survey for dwarf-flowered heartleaf (Hexastylis nan Ulora) within the
Project limits of disturbance (LOD) at the Lutz Road and Eller Drive stream
crossing locations. Mr. Degnan has received training through the Natural Heritage
Program and Catawba Lands Conservancy for this species and has extensive
experience in identifying previously undocumented populations of dwarf-flowered
heartleaf and performing transplants.During the initial survey,Mr. Degnan flagged
12 locations where he observed a species of the genus Hexastylis within the Project
LOD,along the northeast-facing slope located above the west bank of Muddy Creek
(see attached photographic log). The species could not be positively identified at
that time, however, as the flowers had not yet developed. No additional Hexastylis
plants were observed on the east side of Muddy Creek nor within the LOD of the
Lutz Road creek crossing.
3701 Arco Corporate Drive, Suite 400 Charlotte, NC 28273 I p: 980-237-0373 f: 980-237-0372 I www.cecinc.com

Ms. Donna Hood—NCDWQ
CEC Project 303-168
Page 2
March 31, 2021
On March 22, 2021, Mr. Degnan conducted a second species-specific survey and
identified the plants at the flagged locations within the Eller Drive Project LOD as
Hexastylis nai*lora. A Trimble Geo7X Global Positioning System (GPS) capable
of sub-meter accuracy was utilized to record the locations of these plants. A single
GPS location was recorded at the center of cluster (i.e., multiple plant stems)
groupings (i.e.,more than one cluster) located in close proximity(two to three feet)
to each other. The locations of dwarf-flowered heartleaf clusters and individual
stems located greater than three (3) feet from another cluster or individual were
recorded individually. Cluster groupings, individual clusters, and individual plants
received a unique observation location identification number. A total of seven (7)
locations were recorded(See Exhibit A, Table 1; Exhibit B, Table 2).
Tables 1 and 2(Exhibits A and B,respectively)reflect the total number of observed
clusters and stems per observation location, the percentage of the total population
that each record represents, and anticipated impact calculations per design plan.
Based on the Project's original design plans (Exhibit A), 100% of the dwarf-
flowered heartleaf plants identified within the Project LOD would be impacted
(Table 1). To avoid and minimize impacts to this population, CEC developed a
second design,which is the preferred alternative (Exhibit B) due to the presence of
the dwarf-flowered heartleaf. Based on the preferred alternative design,the Project
will impact one (1) dwarf-flowered heartleaf stem. The impact is unavoidable due
to roadway grading requirements, and will affect approximately 1.32% of the total
population identified with the Project LOD (Exhibit B, Table 2).
4. Indicate deck drain locations for the proposed bridge- Do not discharge water onto the
creek banks or directly into the water.
- Stormwater within the street cross section is being captured by two proposed curb
inlet structures located on the upper side of the bridge. See bridge study. No
scuppers will be required along the bridge deck section over Muddy Creek. See
Deck Drainage Calculations within the attached Bridge Study document for
reference.
S. Coordinate with the City of Hickory Stormwater requirements— Will they require a
permanent stormwater measure at each location to treat the water prior to entering the
stream?
- CEC has coordinated with Kelly Winkler(City of Hickory—Senior Stormwater
Engineer) who requested we add a level spreader to the end of all storm pipe
network outfalls. One level spreader for the culvert crossing at Lutz Blvd and one
for the bridge crossing at Eller Drive has been added to the design plans to
prevent direct stormwater discharge directly into the stream. The proposed level
spreader will provide a level of treatment prior to discharge including additional
measures to promote groundwater recharge with the sand media and underdrain
system. See Bridge Study& Wetlands and Surface Water Impacts Permit
Drawings.
Civil & Environmental Consultants, Inc.

Ms. Donna Hood—NCDWQ
CEC Project 303-168
Page 3
March 31, 2021
Attachments:
- Exhibit A, Endangered Species Study (Original Design Prior to Species Field
Study)
- Exhibit B, Endangered Species Study (Avoidance & Minimization to Impacts
Design (Preferred Design))
- Endangered Species Study Photo Log
- Bridge Study- Eller Drive Connector over Muddy Creek
- Wetlands and Surface Water Impacts Permit Drawings
Should you have any questions or require any additional information in support of this application,
please do not hesitate to contact me at 980-237-0373.
Sincerely,
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
alare
Shad Walters, PE Andre Lennon, PE
Vice President Senior Project Manager
Cc: Shawn Pennell, City of Hickory
Kevin Thomas, CEC
Krysta Stygar, USACE
Civil & Environmental Consultants, Inc.

PROJECT REFERENCE NO. SHEET NO.
303-168 A
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
4 / PROPOSED 4"0 FRENCH DRAIN WITH
�0� CLASS II RIPRAP APRON . ram CLEANOUTS IN BOTTOM OF LEVEL SPREADER
�` ID.STONE SIZE= 61N FRENCH DRAIN INV: 870.75
2P0 MIN.DEPTH=13.51N `,
I Alit,=�� CO
k l° PROPOSED LEVEL SPREADER
'��` BOTTOM ELEVATION=873.50
PROPOSED 40 LF OF 4"0 SCH 40 T I RIPRAP BERM ELEVATION=875.50
/ PVCD0YLIGHT FROM FRENCH DRAIN I '',*%i RIPRAP BERM D50 STONE SIZE= 121N
''ON0 I I DOCUMENT NOT CONSIDERED FINAL
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<\ \f / I I 7�. HYDRAULIC INFORMAITON
/ OBSERVATION POINT OF ENDANGERED SPECIES FIELD STUDY MP.)
/ .4 O'I- I1 I SEE TABLE 1 THIS SHEET FOR DETAILS
I -ALL CLUSTERS ARE ARE ANTICIPATED TO BE IMPACTED BY EX. OPENING = N/A
\- "// FURRED END ..� S��'� �' I CONSTRUCTION TYPICAL THIS PLAN
/ - I.
/ SECTION(FES) �® I �'�1'.yl 5 a PRO. OPENING = 592 SF
/ / INV.(18')=873.50 L I lrigt4'y,+y0/
!/� / _ MeollY44 J 2 I Q25 = 600 CFS
APPROXIMATE
e I 7 I _ PROPOSED ANCE I ' Q100 = 865 CFS
,t' V 79'-1i"OUT TO OUT ,i I
n + OF DISTURBANCE
_ _, / e° 01�1 `/ — — / EX. 100-YR W.S.E. = 872.00'
76'-0'rL BRG.TO FL BRG.
7:-.." a / _ PRO. 100-YR W.S.E. = 872.01'
s._0„ w 5' 7
r;
——— APPROACH SLAB - APPR5SLAB/ // \
����� /�� \ ABBREVIATION LEGEND
"f� 1 S: / CURB INLET(CO-- _ _
�_ ni3i , -72'-10'CLEAR SPAN_ 7.5: m�
1/h RIM=879.94 --- _\ _ H/// / //� —'-'-- -- \ BRG. BEARING
in, ,--; � ��� /��/i��T INV.IN(18'NW)-874.25 �_ _'. B.S.E.=BEARING SEAT ELEVATION
LO -\
/� - 7 a=_ INV.OUT(18"SE)=874.06 _
�� _� �r� _-��� �� APPR.=APPROACH
n Z FILL FACE O' � I2 ` V `1 W. O• ¢ / ��` ABUT.=ABUTMENT
O
to END BENT 1 - •I\ 01 N
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W.S.E.a WATER SURFACE ELEVATION
2 / / ? `I g / FL-Y- �O ` �` T'P.=TYPICAL
�+ —/ / + —t �, I . ���r�_fflar it\ / ELEV.=ELEVATION
$ 1rIfE .r-:? 1 j .. �FlLL FACE O
.l f / / )„,. EXP.-EXPANSION
.yam ( /r 'sill
irc 3 '. J // END B
i �I /,. / 'sIU o1 j �N OH \ 4
FIX. FIXED
rc
LEGEND
ry --- _--=PROPOSED DECK P' 7 /� ' _ — -----
STRUCTURE WILL NOT ! / \ _E- IX.MINOR CONTOUR
REQUIRE DECK DRAINS 0�0 o aI ` ......
I .�--�- -'�OH-
^� E IX.MAJOR CONTOUR
\ A0 ip/ I�I� \�/ .......
\` RIPRAP
/ / / CURB INLET(CI)
y AW / RIM=879.94 202 \ /I I \ ��
EDGE OF ELK CREEK
/ / ' / ( INV.OUT(18'SE)=874.50 " IX.OVERHEAD WIRE
/ \ LIMITS OF DISTURBANCE
/ \ ...
\ PROPOSED ELLER J
�' / / / �J j �� DRIVE/SHORE ROAD x�' OBSERVATION POINT
�I i /�J / / / CONNECTION ® STORM DRAINAGE STRUCTURE
h it sons / / STORM DRAINAGE PIPING
Mn39 / l / /
9 PLAN VIEW TABLE 1
SCALE. 1" =20'
HEXASTYLIS NANIFLORA
E (DWARF—FLOWERED HEARTLEAF)
OBSERVATION CLUSTERS PER APPROXIMATE POF TO ALERCENTAGE ALTERNATE
e POINT ID# OBSERVATION NUMBER OF POPULATION DESIGN WILL
p LOCATION STEMS OBSERVED IMPACT PLANT?
900 900
1 2 12 15.79% Y
-$' 79'-1a'0/0 B DGE GTH _
--II 2 2 12 15.79% Y
g 890 APPR.SLAB • -1 APPR.SLAB TT SfpRM� 890 3 3 14 18.42% Y
0 880 , r PROFILE GRADE STRUCTURE 880
+3.68%d 4 2 32 42.11% Y
-FILL FACE 0
a. 870 -FILL FACE O — 1Xy:1 SLOPE ENO BENT 1 5 I 3 3.95% Y
-11¢:1 SLOPE NORMAL TO CAP STA.3+88.47 870
END BEM 1 ' ,„ NORMAL TO CAP B/F EL 872.15 6 I 2 2.63% Y
STA.3+09.31 Erik" 36"ROLLED la d
860 B/F EL 868.97 v -� �� •�P. 860
1'-0'NORMAL 7 1 1 1.32% Y
r o 1 �EXISTING •I a
850 , TO CAP(TYP.) ro,R GROUND ' " 850 TOTALS 12 76 100.00% (IMPACTS)100%
FOUNDATION
PROTECTION
840 ) 840 FIELD STUDY FOR ENDANGERED SPECIES PERFORMED
MP. BY CEC ON MARCH 4, 2021 Sc MARCH 22, 2021.
830 830
2+50 2+60 2+70 2+80 2+90.3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70.3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50. ENDANGERED SPECIES STUDY
SECTION ALONG-Y- FOR
SCALE. 1"-20' ELLER DRIVE/SHORT ROAD CONNECTOR
CREEK CROSSING
ORIGINAL DESIGN PRIOR TO EXHIBIT
SPECIES FIELD STUDY A

PROJECT REFERENCE NO. SHEET NO.
303-168 B
ALTERNATIVE#2 EXHIBIT
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
4 /2C,0� \ / / \J / OCF CONSTRUCTION FENCE-
/ / ' ( f \ ESTABLISHED TO CREATE
2�0 I �G A PROTECTED BUFFER
/ o AROUND DOSING DWARF
c HEARREAF PLANTS
/
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OBSERVATION POINT OF ENDANGERED
SPECIES FIELD STUDY(TP.)
\\— ' / ` / I 0/.., + I -SEE TABLE 2 THIS SHEET FOR DETAILS
_ DOCUMENT NOT CONSIDERED FINAL
/ I I o UNLESS ALL SIGNATURES COMPLETED
/// / / 1 J APPROXIMATE rI
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�c�c —�� 0%. `�_��—�='�-� PRO. OPENING = 592 SF
FILL FACE O' of T`3"¢ I O. ��-_
END BENT 1 / _�. "I. F o .- 'A / , - �� Q25 = 600 CFS
S 49'22'24"W 2�+00 ,m„„, 13.00 S 4222'24"W N = • 5 / a+00 6° s+oo = 865 CFS
o STA.AHEAD- /B . _ / Q100
T°/ / i i' a 5 / // -Y- \ 111
EX. 100-YR W.S.E. = 872.00'
_ 1_Ii2/SiI. Flu FACE O �. ����� % PRO. 100-YR W.S.E. = 872.01'
:,i -.. �n� END BENT 2 — ��
1 �� ® °° �� _'ifte-
�\twor� ABBREVIATION LEGEND
ti p
--- --- --- - -- - - - BRG BEARING
Icc
--'-- ' r % S ^9 ♦ r -�_. a - / B.S.E.s BEARING SEAT ELEVATION
a )/ 1 ry - -F— APPR.-APPROACH
to - - - - _ I y " 1°^ �,1.�+ • _ ®CURB INLET(CQ/ - _ 2_— Oy
o �0 ,�����.,. RIM=879.94 E ABUT.=ABUTMENT
Z PROPOSED DECK \ !m^ 0 i i / ,�" �/ - �' /'� INV.OUT(18'N)=873.61
^' 2 STRUCTURE WILL NOT N/ /�� /%�(��7.: FLARRED END ._ \. rL=CENTERLINE
REQUIRE DECK DRAINS ��/ ��'
/ / // / S 8/• ��.a,, SECTION(FES) i j o W.S.E.-WATER SURFACE ELEVATOR
h en
PROPOSED LEVEL SPREADER / • ���sA! ���� INV.(18�=871.50 1 \ TYP.-TYPICAL
RIPRAP BERM D50 STONE SIZE= 121N /\/ ( / .410.41, / I 1 _ ELEV.-ELEVATION
_ / / \ \ 41 ��A� ®it 'RIP-RAP DISSIPATOR / / `�
& / / AO/ / vs* L= 14FT \ PROPOSED ELLER FIX.=FIXED
/ / D.STONE 512E=61N \\ \ DRIVE/SHORT ROAD EXP.=EXPANSION
`F /�-/ / Y eV MIN.DEPTH= 121N CONNECTION
/ !� / / �a`'��. LEGEND
(��3I005 U ..
o / s' :/.' EX.MINOR CONTOUR
I / F / / 7 Rom' / ----- EX.MAJOR CONTOUR
if. •CO
CLASS 11 RIPRAP APRON / // • 1 / RIPRAP
I ID.STONE SIZE=61N Atiti�+'
MIN.DEPTH= 13.51N "V W. EDGE OF ELK CREEK
I r. ��
/ 51 PROPOSED 4N FRENCH DRAIN WITH Orr-E a.OVERHEAD WIRE
y��L��,�f�� CLEANOUTS IN BOTTOM OF LEVEL SPREADER
/ L,•! / OCF ORANGE CONSTRUCTION FENCE
ie
�ry ` — LIMITS OF DISTURBANCE
PROPOSED 1. 40 LR OF RE H ...
` ,CO / X�1 OBSERVATION POINT
PVC O 1.00X FROM FRENCH DRAIN
TO DAYLIGHT o ® STORM DRAINAGE STRUCTURE
a N - -El= STORM DRAINAGE PIPING
R PLAN VIEW
ALE: 1'= 20' TABLE 2
HEXASTYLIS NANIFLORA
(DWARF-FLOWERED HEARTLEAF)
' NUMBER OF APPROXIMATE PERCENTAGE ALTERNATE
OBSERVATION CLUSTERS PER NUMBER OF OF TOTAL DESIGN WILL
e POINT ID# OBSERVATION STEMS POPULATION IMPACT PLANT?
LOCATION OBSERVED
900 900 -
1 2 12 15.79X Y
$ 890 79'-1a'0/0 B IDGE L YGTH PROPOSED 890 2 2 12 15.79% Y
STORM
APPR.SLAB -I APPR.SLAB STRUCTURE 3 3 14 18.42% Y
0 880 r PROFILE GRADE 880
+3.68%d --_ 4 2 32 42.11X Y
-FILL FACE O
870 ---FILL FACE O — 1)k:1 SLOPE ENO BENT 1 - 5 1 3 3.95% Y
-1/6:1 SLOPE STA.3+88.47 870
END BEM 1 ' ,., NORMAL TO CAP NORMAL TO CAP ^B/F EL 872.15 6 1 2 2.83X Y
STA.3+09.31 �� __
"%~�6 38'ROLLED ' .
860 B/F EL 868.97 -� �� •�P. 860 -
1'-0'NORMAL 7 1 1 1.32R Y
r p EXISTING "I a 1.32%
850 TO CAP�.) h,0 GROUND in C. 850 TOTALS 12 76 100.00%
FOUNDATION (IMPACTS)
840 PROTECTION 840 FIELD STUDY FOR ENDANGERED SPECIES PERFORMED
(TYPBY CEC ON MARCH 4, 2021 & MARCH 22, 2021.
830 830
2+50 2+60 2+70 2+80 2+90.3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70.3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50. ENDANGERED SPECIES STUDY
FOR
SECTION ALONG-Y-
SCALE 1"=20' ELLER DRIVE/SHORT ROAD CONNECTOR
CREEK CROSSING
AVOIDANCE & MINIMIZATION TO EXHIBIT
IMPACTS DESIGN
(PREFERRED DESIGN) B

Photo Number: 1
, f° �- �" Date: 3/4/2021
. - . . . i1 Iif, •
Description:
,��' - - ���I �,,tr. wl,. � �y 7�`� General vegetative conditions along slope
1 '$ ° ') i ire ,� l _ i"i P k r
{r 8 il �•'* 1,, ,4,-, ki where dwarf-flowered heartleaf was
E,d , ", ,, �,i, 4 ;"° ° ' K I +� : µ k identified. Photo taken facing east along
,� .� 3 K _, north-facing slope.
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Photo Number: 2
,,: r "' Date: 3/22/2021
, i � � , r "' ` �� Description:
vIS' , �' r� '- Facing south toward dwarf-flowered
ffi �; •� `- ' *: ,T %., heartleaf observation location number 3.
Jj -`�f ,` r `r ;� 1"1i 4' s.k r = "' Each distinct cluster was flagged. A single
' t ")" r °� �; GPS location was recorded in the center of
` Jam$ :� �y p'� q '.,�'��:r�-. �-��n� i�� r �::� , -
y /� r,, s t :1 i ,, �- •p` - cluster groupings where the distances
"� � ` `N. �. - % between individual clusters was
., � " - ,, .� - ,,, •} k approximately two to three feet. Individual
' � � plants or clusters separated by a distance
" , _
�' �., �. exceeding approximately three feet
� ,� f; � ;. `ate .. > �. � ,�y v
,. received a unique observation location
,• \ :., number.
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,rre y " ,}may
f mmi
Civil & Environmental Consultants, Inc.
Charlotte,NC
Phone [phone] • Toll Free: 855/859-9932 www.cecinc.com
1 IPage

Photo Number: 3
',-_ ` • \ \ 5 ' ' .'I: Date: 3/22/2021
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�, 7s, f ,� .i ' i Description:
f. , ��. k r e F'� J Plants observed at observation location
vim. , ' - '' ..�i ; i•,,< ii
4 ;t 4` ,r :. � '4..::; e • number 4.
tit ` f.. it 1 , wF\ ,, �,,
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Photo Number: 4
Alisomw...,, ..._ 'I` 'I, ., . J ) Date: 3/22/2021
� ,4ta �.. Description:
r•r�� 4r . lir Flowers observed at observation location
-��� ,�_ _ � ,. number 4.
WI. --1151,,-- l'e--"a, i 7.- 1.: _ 00.‘1%. or , ivii-`;--•�
. .
10.- - 4. -"'- 'f r i . . ib. ,it,
of ,/, , ._, ,
P .'.. - - " *
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or i
_ ; „, ,.. _N.. ,. . AI - • ,:NV , ard
i 0- '.. • :1 4' tf---' '-7 iff., ,
i-
/4 r Mil:/"/
Civil & Environmental Consultants, Inc.
Charlotte,NC
Phone [phone] • Toll Free: 855/859-9932 www.cecinc.com
2IPage

Photo Number: 5
�lihk I.- '.` - ��7 - N. Date: 3/4/2021
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Description:
- 4�
_ pit .1 G . _ Individual plant observed at observation
,. y .1 location number 7.
4
Ahi7-, laiiit'4": 1'PIA
Allit
Photo Number: 6
Date:
Description:
/L71L7
Civil & Environmental Consultants, Inc.
Charlotte,NC
Phone [phone] • Toll Free: 855/859-9932 www.cecinc.com
3IPage