20201902 Ver 1_More Info Received_20210216

Strickland, Bev
From: Meagan Jolly <[e-mail]>
Sent: Tuesday, February 16, 2021 11:00 AM
To: Johnson, Alan
Subject: [External] Re: Cambridge commons 20-1902
Attachments: 210111-Cambridge Commons Townhomes AJD, PCN Package.pdf
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Attached file has overall site plan
These are itemized impacts:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted_
3a.
31b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
'Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
Intermittent
lDVVQ — non-404,
width
(hnear
Temporary (T)
(INT)7
other)
(feet}
feet)
S1 ❑ P ❑ T
36" RCP Culvert
T-3
❑ PER
® INT
® Corps
❑ DWO
3
93.5
S2 ® P ❑ T
Riprap Apron
T-3
❑ PER
® INT
® Corps
❑ DVvQ
3
14
S3 P ❑ T
Bank stabilization
T 1
® PER
® Corps
6
t30
(riprap)
El INT
El DWO
S4 ® P ❑ T
Bank stabilization
T_1
® PER
® Corps
9
112
(nprap)
❑ INT
❑ DWO
S5 ❑ P LIT
❑ PER
❑ Corps
❑ INT
❑ DWQ
$6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impncts
309
31. Comments:
Proposed permanent stream impacts total approximately 309 LF for culvert placement. hank stabilization, and nprap energy
dissipation.
Proposed permanent loss Df Stream Channel totals approximately 93.5 LF_
Meagan Jolly
704.681.3479
www.wetlands-waters.com
0
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On Tue, Feb 16, 2021 at 10:12 AM Johnson, Alan <alanJohnsongncdenr.gov> wrote:
You didn't include an overall site plan .... just a crossing and your zoom in for impacts isn't
clear. Either cropped to tight or cut off during copying.
The span with riprap is considered and impact, plus I think you have a typical culvert
installation?
DWR
Division of WAter Resources
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

4B LE
DB 11261PG 0257
PIN 55399331220000
ZONED: GC
USE: COMMERCIAL
\ \ I I / THIS STREAM IS CLASSIFIED AS �� ' / DEVELOPMENT SUMMARY TABLE
/ AN INTERMITTENT STREAM AS �/� ��� j BUILDING NO. AREA (S.F.) AREA (AC.)
/ / l IDENTIFIED BY THE MOST RECENT / 1001 4,177 0.10
/
USGS QUADRANGLE, "CONCORD ��� , I / EASEMENT T BE DEDICATED TO 1002 5,577 0.13
SE QUADRANGLE - - _ �� / ALLOW TURN AROUND FOR 1003 6,977 0.16
SEWER MAIN NANCE VEHICLES 1004 8,377 0.19
I l / 1005 8,377 0.19
1006 6,977 0.16
X \ PROPOS D CLUSTER
MAIL BO 1007 5,577 0.13
1008 6,977 0.16
L \ / 11/ / / \ 1009 9,777 0.22
9 \ / I U / \\ 1010 9,777 0.22
1011 9,777 0.22
1012 6,977 0.16
1013 6,977 0.16
L 12 L 11 / \ \ I I \ 1014 8,377 0.19
L7 L6 1015 4,251 0.10
J .W I \ 1016 6,977 0.16
15 / I �x I 1017 6,977 0.16
/------ L1 L / \ _ = = I 1 1018 5,577 0.13
L18 , \ = - I, - \ \ 1019 6,977 0.16
/ 10 VEGETATED - - - _ _ _ _ - - I \
L19 BUFFER IN ADDITION _ \ _--fi \ 1o2a 9,777 0.22
\ - \ I \ \ 1021 6,977 0.16
/ - - TO STREAM BUFFER ►- h \ I `�� `
QJ
1022 6,977 0.16
\ \ EASEMENT TO BE DEDICATED TO / 30' UNDISTURBED \\ 1023 9, 777 0.22
\ I.STREAM BUFFER I 1 M I w 1024 6, 977 0.16
\ ALLOW TURN AROUND FOR1025 6,977 0.16
\ SEWER MAINTENANCE VEHICLES / / '\ / i ! \ 1\ -I I ° 1 ► °'
111� � � \ � 1026 8,377 0.19
q l \ +° 1027 8,377 0.19
1028 4,911 0.11
1029 5, 577 0.13
103�-I- I \\11 1030 9,777 0.22
\ - 11 1 1031 9,777 0.22
' 1032 9,777 0.22
V-_ _--__--- 0 \ ,`� - 4 1 1033 9,777 0.22
10 GENERAL UTILITY _ __�- _ .��. '�"� in 1 1
1034 9,777 0.22
EASEMENT (G.U.E.) (TYP.) C4,11 1035 5 577 0.13
L2
/ 4 L23 \ ' \ _�-� 1 - e 1 - �- �- , _ 11 1036 4,177 0.10
/
/' TRACT B DEVELOPMENT DATA:
/\ \ I 1
1032 \ "" 1 1 ,- Wo2'1'6'4a"w 1 1 } , I 1 \ SUM OF LOT AREAS: 268,780 6.17
_ _ 15003' ♦ \ �1
�/''//%%1� 1\ � " 1 _ +� ! 1�- 1 1 gTREE� � 1�11� PHASE BETWEEN NE RIGHT OF WAY AREA: 196,383 4.51
p9'S8'Z�/W'24 ;_ --r -,- -t- -i- -i I -��\ Ih \ PHASES 1 & STORMWATER CONTROL
° III
// - � R,�.( /�/ �' �' �: � r ` \ -'_ �-38,1.4>•' , . �_ ,_ � 1 _1{ I I I I� � MEASURE 1 78,628 1.81
" I- t I I STORMWATER CONTROL
q iQ I 30 III MEASURE2 8 1 05 0.19
\. / pQ ,� PG '/ ' ♦� �' ® / � _ ,- ,- 1 -1 -_ ® -� �N1®T � ,.ti. I _ MH �
\ / / ���w� •(� /' i' /� \\ l \ \ i -' - 1 1 ,z wr";.""' 1022 I I I ! to i I
\ / 0Q �p /�/' \\ \ \ S \ i R _ ,- �_- ' 1 1 - ® t _ _ I I I I I I _ _ COMMON OPEN SPACE 378,183 8.68
\ QR P`�, !� \ i \ ' _ 1 1 1 - 0® .w _ 1023 _-_Z r _ J- �\�-' - -' - -' - J i I $ tt III IN\
/ \ \ / , / /� / ® _ - __�_ _ ♦L _ I La I� °p TRACT AREA 1,418,845 32.57
\ \ / , / 3 t3 _ _L- -,_ - � _ \ ,\- -,- i- i- I- -' 1 „ I wooI tz II i�� TRACT B AREA 930,079 21.35
. _ _ _ - - I 1 - E I�
�woo W-00
� ' \ / "� sI' _ \ -_�- -,_ =T \ -,- -' 1 1 1021 I 4 " I III �`�' OVERALL PARCEL AREA 2,348,924 53.92
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`' _ = COLLECTOR W/0 PARKI G
G+ �� yt^ / ' \� ✓ : \ _� \\� I TO LOCAL STREET
20' SEWER EASEMENT I \��\ ' \ ` \ ,4 \ ]\\ \� \ 101 O y�► �i _ _. O�gON 5 R B TB _
FOR ADJACENT \ I \`\ -\ ris /• / ® ,/\ \ l , / ♦ W , W_24 ' = 1 1 '° O O 1 I- -
® \ 3•� y �\ \ , / \ \ \ °' • 50 R 1 O � �� �^� I "r'�� �� PHASE LINE BETW
PROPERTY _ _ _ _ 1 -► - 47 ,. 1 I FT Il
I
PROPOSED CLUSTER
MAIL BOX
8' LANDSCAPE
BUFFER
Line Table
Line Table
Line f
Length
Direction
Line #
Length
Direction
L1
16.69
S78'09'08"W
L21
70.85
S61'4242"E
L2
65.87
S38,3432"E
L22
74.08
S47.48'54"E
L3
35.74
S16*01'43"E
L23
46.48
S14'3722"E
L4
38.26
S31'1733"E
L24
47.80
S03'5352W
L5
44.25
S63'34'12"E
L25
43.89
S55'08'52"E
L6
33.72
S10129'19"E
L26
44.63
S1I*50'37"E
L7
15.43
S12'53'59"W
L27
56.98
S28'47'03E
LS
83.15
S37'41'27"W
L28
89.73
S39'07'31 "E
L9
27.83
S08'24'50"W
L29
40.23
S28.46'05"E
L10
94.68
S31'08'19"E
L30
42.57
S27.32'51 "E
L11
71.33
S05'3936"W
L31
59.80
S31'48'51 "E
L12
69.53
S05'11'54"E
L32
27.47
S40'12'51 "E
L13
25.15
S52'05'52"E
L33
45.04
S32'4637"E
L14
1 22.88
S36'37'14"E
L15
19.05
S13'31'02"E
L16
21.88
S26'18'19"W
L17
52.80
S22100'16"E
L18
48.26
S10'02 22"E
L19
59.87
S12'35'42"E
L20
1 50.12
S49'35'13"E
PHASES 2 & 3
\\ \ s / \ � \ ® .t �1 \ / v \lo, Rs2 � -.... �' _ �,_ ' � � - O [� � ❑N11 � '�"' w 1009 I I _
'' OLD PARCEL LINE
\\ , I \ ` / "` ' : 'wti►' \'� °� O �N1T _°.� _ - = wooI I 1 I I I� I! BE REMOVED AT
I I I I �E _I I - - 21 I I i I \ FINAL PLAT
i Ld I I! \ • w RECORDATION
\,\' . +� ,� `► r. \\ _ _Z -.z57
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\ III 1 I- I I I 24 I I I
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\ ,1 AREA ACQUIRED
•9 \ �, / `y_ r , /� �` \ 4,235 S.F. FOR 25' HAL C. H RTSELL JR 1 _
LANDSCAPE BUFFER
10' GENERAL UTILITY WITH BERIL�L'" =-- - =_ - zs \III1pIN 55490482730000Plan Notes: EASEMENT (G.U.E.)\ �ZONED: LI1. DesignerRDDavis Engineerng, PLLC (TYP.) II
1
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- 1 P.O. Box 470085 25' LANDSCAPE USE: VACANT
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DALLAS FRANKLIN FAGGART dBUFFER WITH BERM
Charlotte, NC 28247
Phone: [phone] WF KATHY FAGGART IN >24 SETBACK (TYP.)
Emai: rdddavls0attnet DB 1376, P 250
N I II \
\\ 55399287510000 ZONED: LDR 2. Property Owner and Developer - - - - -
_ _ - - - -r
"OJerry Rigsby, Manager USE: VACANT
Cambridge Comer Associates LLC // / /� ' ///'�/ - _ y 29 I POND 2 I�
2301 Mullis Lane SIGHT TRIANGLE, SEE �/ ;'f ,` ' ' 1 ► LJ
Matthews, NC 28105 DETAIL SHEET FOR f+rye r� ' /�/1� AREA ACQUIRED �N // - 7 - - - _ _ _ 4• � _ ,_ Q I \ �.,
�,� w r� goy//�/ Z332 SF. FOR 25 `��W r �__----- 1 ? �� A
Phone: [phone] DIMENSIONS r \ Ox / / \ 1 I
74 .� / , LANDSCAPE BUFFER
3. Surveyor. James D. McAuley L-4352 10'x70' SIGHT \ C ///% / WITH BERM _ - - - - - - -f- T
r \ I I I
/ 75 �, /� { hl
300 South Craig Street TRIANGLE, TYPICAL
Chesterfield, SC 29709 ALONG COLLECTOR
ROAD INTERSECTIONS
(M) 704-309-3299 (0) 843-623-6686
small: JamesOMcAuleyt.andSurveying.com \ 1 I I I
RESERVED RIGHT OF WAY FOR i
4. Survey date: 7/1/2019 PHASING: BREAKWATER 601 ACCESS
Portions of the topography are taken from aerial \ I I I
photography and Incorporated by the surveyor. 1. THIS PROJECT PROPOSES TO BE DEVELOPED AND
5. Existing Data. PERMITTED THREE PHASES SEPARATED BY THE I
Parcel Number. 55399440600000 9 Project to comply with ant monotony and garage placement 16 The location of the walking troll Is subject to change based on LINES SHOWN ON THE PLANS \� T _ _ / i J- ' 1,
Total area. 53.92 acres
standards -see zoning ordinance chapter 5 section 5-8 (E-F) topography and avoidance of existing trees 6 DSH or greater.
2. BEGIN CONSTRUCTION: Ql, 2021 r - -
10. Two entrances to U.S Hwy 601 are proposed 17. Final plot to establish a 30 undisturbed buffer and an additional � C A /� O 1 \ \MOIR
- 21.35 of which Is to be developed as Cambridge Comers 11. Existing wills and septic/wastewater systems are not to be used 10' vegetated buffer from the top of bank of existing streans as J. PHASE 1 FINAL PLAT: Q4, 2021 - 94 LOTS Ilk
Townhomes (this project) for any ream and shall be removed according to ill applicable by the Waters of the U.S report and as depicted an
A portion of this property lies within City of Concord loc4 state and federal standards. Any wells and/or on -site this PM"• 4. PHASE 2 FINAL PLAT: Q4, 2022 - 81 LOTS Z FIRM y l/
that Is zoned: C-2 (General Commercial District). wastewater disposal systems discovered during site 18 lhae to existing vegetation to be preserved Inside an undisturbed 5. PHASE 3 COMPLETION: Q4, 2023 - 20 LOTS LICENSE
construction/development wall be abandoned in accordance with vegetation bur along the proposed dividing property line between NUMBER
The remaining portion lies within Cabarrus County that is applicable laws and rules after contacting Caborrus County Health Tract A and Tract B that w111 fulfill the requirement of the NOTE: US HWY 601 IMPROVEMENTS NEED TO BE P-1445
zoned. U () Limited Industrial Deportment the property owner and engineer and wait for further landscape buffer in that area. COMPLETED WITH THE DEVELOPMENT OF TRACT A PER
Instruction before removal.
THE FINAL APPROVED TRAFFIC IMPACT ANALYSIS �\ -
Refer to Ions for ' risdictional bounder line that is based 19 All roads shown shall be pubUdy owned O ��
p y 12 The purpose of the Storm Drain Easement (SDE) is to provide 'QAon data available from Cabarrus County GIS department. A stormwater conveyance. Bufldings are not permitted in the 20. Any iroads
associated with ittedkwith DEQIn crossings far
more detailed map of areas that are in the city limits was easement area. Any other objects (MI, p1p% eta) which Inpede proposed �s must be permitted with NCDEQ/USACOE as
provided b a surveyorand included with the application for stormwater flow or s tern maintenance are also prohibited All UtilityNote:
nnexation. pP SDE's to be 15' wile except as shown for stormwater control 21. The water and sewer services are to be located outside of the •"
Existing Use: Vacant measures, SDE's may need to be wider for larger p4e diameters sidewalk and driveways. " 1. This project proposes to have City of Concord ```+++++" CArrr,,rr�' =\\\\ \ \ 346.6�' \
and/or deeper pipes 22 Recyding a►d waste collection shall occur with I►dlvldual roll out rovide domestic water and sanitar sewer �► R
6. No portion of the project land lies within any FEMA 11 This project shall establish a Home Owners Association that wil be containers.
regulated floodplain as mapped on FIRM panel. responsible for the maintenance of the Common Open Space 23. All units shall have fie sprinkler protection unless site conditions
7. Nature of Project. Attached Single Family Residential (CO.S), the storm drain easements and the system (pipe a►d/or change such that sprinkler systems am not required at time of
Development (Townhomes) channel) within the easement building permitting.
Lots Proposed. 194 (9.09 units per acre) 14. Approval of this plan is not an authorization to grade adjacennt 24. This project shall acquire a total of 6,567 &f. from adjacent
properties. When field conditions warrant of -site graft, property owner(s), only along portions of the property that am
8. Proposed Lot Data: permission must be obtained from the affected property owner(s), adjacent to the planned Breakwater 601 project, as depicted
Front Setback.
24
Rear Setback.
20
Side Yard Setback:
0' Min.
Distance between structures:
20' Min.
and provided to the City prior to off -site land disturbance. above for the purpose of allowing a total of 25 far a la►dscope
11 Proposed construction limits are shown on adjacent property due buffer with a berm to meet the buffer requirement For areas
to developer and adjokning property owner(s) have an agreement that do not abut that development, the exlsting vegetation shall
for grading as such property is developed. The agreement shall be remain to serve as the landscape buffer.
presented to the City prior to approval of this Preliminary Plat.
services. y
2. All utilities are to be placed underground
unless specifically approved by the City of
Concord.
Environmental Consul tan t:
Wetlands & Waters, Inc.
4108 LB Propst Dr.
Conover, NC 28613
I PRE-EXISTING PRIVATE RIGHT
OF WAY TO BE ABANDONED
I DUE TO CHANGE OF
CLASSIFICATION OF HIGHWAY
49 AS LIMITED ACCESS
BASIS OF BEARING:
NC GRID NAD83(2011)
25' LANDSCAPED
BUFFER
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PIN 55491418820000
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USE: OFFICE/WAREHOUSE
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COVER AND SITE PLAN
Dwg. Name
Layout:
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0 60' 120'
Vert. Scale: 1 " = N/A
0
Revisions
No Date
No Date
No Date
No Date
Issue Date 10122119
Project Number
132-017
Sheet Of
2 32

— =- �615 6
V-7
PORTION OF
HERBERT STREET
93.5' CHANNEL
DISTURBANCE
2.5' CONCRETE
/ CURB AND GUTTER
5' CONCRETE
SIDEWALK
r/
650
650
640
640
630
PROPOSED GRADE
630
620
W
620
610-------------------------------------------------
------------------------------
- 610
600
; ,--------------
T`
600
590
590
580
36" RCP EXISTING GRADE
580
570
570
9+00
10+00
CENTERLINE PROFILE OF
HERBERT STREET
SCALE: 1" = 30' (H)
1 " = 3' (V)
f,.T•11•��4RX&EY#14
iW 138
NV. IN: 608.19
l• k
14'
HW 139
INV. OUT: 605.59
610
------------
6 0 0 74.19 LF OF 36" RCP O 3.50*1
0 + 00 RIP -RAP 1 + 00
APRON
REINFORCED
PIPE TO BE BURIED 6" CONCRETE
BELOW EXISTING CHANNEL HEADWALL (TYP.)
AT INLET AND OUTLET
PROFILE OF CULVERT
SCALE 1" = 20' (H)
1 " = 2' (V)
(NOTE: THIS PROFILE FOLLOWS THE CULVERT AND EX.
CHANNEL UPSTREAM AND DOWNSTREAM OF THE CULVERT)
620
610
600
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Dwg. Name
GRADING 1
Layout:
Horiz. Scale: 1 " = 30'
0 30' 60'
Vert. Scale: 1 " = N/A
0
Revisions
No Date
No Date
No Date
No Date
Issue Date
Project Number
132-017
Sheet Of
19 32

RIP —RAP WITH
GEOTEXTILE FABRIC
UNDERLAYMENT
160
A 590
595
590 1.`\
— 585 V
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PORTION OF NORTH
ENTRY ROAD
KEYSTONE TYPE
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WINGWALLS
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6000. 0 0�6
590
580 -}
570 10.97'
0+00
2'H X 5.25'W
CONCRETE FOOTING
EACH SIDE
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GEOTEXTILE FABRIC
'UNDERLAYMEN7,
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N o 600
LID 590
30.88'---1 F 580
570
0+86
30' PLATE ARCH
NORTH (UPSTREAM)
HEADWALL
SCALE: I" = 20' (H)
1"=2'(V)
650 650
640 640
630 — PROPOSED GRADE 630
620 - --- 620
610 --- -- 610
------ — 600
600 — 600
590------------------------------- - _ -
580 — -- - ------ 580
570 570
17+00 18+00 19+00 EXISTING GRADE 20+00 21 +00 22+00
30' PLATE ARCH
RIP —RAP WITH CULVERT
GEOTEXTILE FABRIC
UNDERLAYMENT,
D50=6", I' THICK
CENTERLINE PROFILE OF
NORTH ENTRY ROAD
KEYSTONE TYPE
HEADWALL WITH
WINGWALLS
600*8..45"
590
5805700+
2'H X 5.25'W
� o
600
590
580
3 47.27' 1
570
\\_30' PLATE ARCH 1 +00 1 +20
CULVERT
RIP —RAP WITH
GEOTEXTILE FABRIC
UNDERLAYMENT,
D50=6", 1' THICK
SOUTH (DOWNSTREAM)
HEADWALL
SCALE: I" = 20' (H)
1"=2'(V)
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NUMBER
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THIS DRAWING IS THE PROPERtt
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CONSTRUCTION PLANS
Sht. Set / Subset
RYAN GRADING PLAN
Dwg. Name
GRADING 1
Layout:
Horiz. Scale: 1" =30'
0 30,
60,
Vert. Scale:
1" =3'
Issue Dote
Project Number
1,52-017
Sheet 01
18 32

650
640
630
620
610
600
590
580
570
560
550
INTERNAL BOUNDARY
BETWEEN TRACT A AND
TRACT B
CONTECH SUPER SPAN LOW RISE
GALVANIZED STEEL ARCH OR EQUAL
L.
"X 11i G 5,D
/ U+73
RIP —RAP NTH\
GEOTEXTILE FAB�C
UNDERLAYME111T
PORTION OF
CHESTERTON LANE
308.01 LF OF 8' PVC O 5.451,
14+00
E
15+00
(2) — 12-W X 3'H
CONCRETE FOOTING
RIP —RAP WITH
GEOTEXTILE FABRIC
UNDERLAYMENT,
D50=6", P THICK
KEYSTONE
KEYSTONE TYPE
TYPE
HEADWALL
WINGWALL
KEYSTONE
in
TYPE
WINGWALL
M
580
580
5 60
2.88' 1560
550
1
550
0+00
30.63'
0+77
RIP —RAP WITH
CONTECH SUPER SPAN
GEOTEXTILE FABRIC
LOW RISE GALVANIZED
UNDERLAYMENT,
STEEL ARCH OR EQUAL
D50=6", I' THICK
NORTH (UPSTREAM)
HEADWALL
SCALE: I' = 20' (H)
I"= 2'(V)
650
640
630
PROPOSED GRADE 620
610
600
590
0Is RLP------- --- 580
--
-' " I48.21 Ur OF It PVC O 1.83x 570
560
550
16+00 LEXISTING GRADE 17+00
CONTECH SUPER SPAN LOW RISE
GALVANIZED STEEL ARCH OR EQUAL
CENTERLINE PROFILE OF
NORTH ENTRY ROAD
18+00 1
KEYSTONE
TYPE
WINGWALL
580tO
570
550240+00
(2) — 12-W X 3'H
CONCRETE FOOTING
SOUTH (DOWNSTREAM)
HEADWALL
SCALE: I" = 20' (H)
I" = 2' (V)
KEYSTONE TYPE
HEADWALL KEYSTONE TYPE
S9O n HEADWALL
580 Z, RCP
51.20' 0 59.71'
570 8 SEWER
560
550
0+00 1+00
CONTECH SUPER SPAN LOW RISE
GALVANIZED STEEL ARCH OR EQUAL
(2) — 12'W X 3'H
CONCRETE FOOTING
PROFILE OF CREEK
SCALE 1 " = 20' (H)
1"=2'(V)
(NOTE. THIS PROFILE FOLLOWS THE EX. CREEK CENTERLINE
AND THE CULVERT IS PROJECTED ONTO THE PROFILE)
TYPE
KEYSTONE
TYPE
WINGWALL
580
570
------ 15.10'
550
0+73
RIP —RAP WITH
GEOTEXTILE FABRIC
UNDERLAYMENT,
D50=6'. I' THICK
590
580
570
560
550
1+64
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Project Name: NC Hwy 49 and US Hwy 601
Owner / Developer: Cambridge Corner Associates
WETLANDS City/County: Concord/Cabarrus
st WATERS, INC. Tax PIN(s): 55399440600000
Vicinit Ma Coordinates: Scale: Date:
y p Lat: 35.371326 Long: -80.542496 Graphic 3.25.2019

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Property Real ID 11-049-0038.00
Parcel PIN
55399440600000
Physical Address: No Parcel Selected
Land Units
53.95
Owner Name 1: CAMBRIDGE CORNER ASSOCIATES
Land Units Type
AC
Owner Name 2: LLC A NC LLC
Land Value
2549950
Mailing Address: 2301 MULLIS LN
Building Value
0
Mail City: MATTHEWS
Assessed Value
2549950
Mail State: NC
Market Value
2549950
Mail Zip: 28105
Ca ba rrus Countyshall notbeheld liable for any errors in the Map Created By Cabarrus County IT Department
data rep re sented on this record. This i ncl u des errors of om issn n, Data Sources: CabarruS
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Print Date: March 25, 2019
Project Name:
NC Hwy 49 and US Hwy 601
/ Developer:
WJ4Owner
Cambridge
Corner Associates
WETLANDSCity
/County:
Ee WATERS, I N c.
Concord/Cabarrus
Tax PIN(s):
55399440600000
Figure 2: County GIS
Coordinates:
Scale:
Date:
Lat: 35.371326 Long:
-80.542496
Graphic
3.25.2019

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0 .5 Ft Map provided by MyTopo.com
Project Name: NC Hwy 49 and US Hwy 601
Owner/ Developer: Cambridge Corner Associates
:. WETLANDS
City/County: Concord/Cabarrus
sr WATERS, INC.
Tax PiN(s): 55399440600000
Figure 3: USGS Topo Quad
Coordinates:
Lat: 35.371326 Long:-80.542496
Scale:
1 Graphic
Date:
3.25.2019

Soil Map—Cabarrus County, North Carolina 3:
g
5g�5 s4os0o 541000 541100 541200 541300 541400 541500 541600 541700 541800 541900
35° 22' 32" N P 35° 22' 32" N
� a
•
•. - :. 93
601
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
ChA Chewacla sandy loam, 0 to 2 7.3 10.5
8
�` a ,� percent slopes, frequently
& I e vaIi�d�at'this scale. flooded
8 EnB Enon sandy loam, 2 to 8 4.2 6.1
35° 22' 8" N \\ d t _ percent slopes
540900 541000 541100 541200 541300 541400 Poo Poindexter loam, 8 to 15 28.0 40.3%
3 percent slopes
Map Scale: 1:5,160 if printed on A landscape (11" x 8.5") sheet. PoF Poindexter loam, 15 to 45 30.0 43.2 %
Mew percent slopes
°J N o 50 100 200 300
Feet Totals for Area of Interest 169.6 100.0%
0 250 500 1000 1500
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UfM Zone 17N WGS84
Project Name: NC Hwy 49 and US Hwy 601
Owner/ Developer: Cambridge Corner Associates
WETLANDS City/County: Concord/Cabarrus
& WATERS, 1Nr—L Tax PIN(s): 55399440600000
Coordinates: Scale: Date:
Figure 4: Web Soil Survey Lat: 35.371326 Long:-80.542496 1
Graphic 3.25.2019

National Wetlands lnvento
Project Name: NC Hwy 49 and US Hwy 601
Owner/ Developer: Cambridge Corner Associates
WETLANDS City/county: Concord/Cabarrus
& WATERS, INC- Tax PIN(s): 55399440600000
Figure 5: National Wetland Inventory Map Coordinates: Scale: Graphic Date: 3.25.2019
Lat: 35.371326 Long:-80.542496 P

NC DWQ Stream Identification Form Version 4.11
Date: 12/01/20
Project/Site: Cambridge Corners
Latitude: 35.37183
Evaluator: TB CH PI
County: Cabarrus
Longitude:-80.54454
Total Points:
11.5
Stream Determination (circle one)
Other SF1
Stream is at least intermittent
EphoMeral Intermittent Perennial
e.g. Quad Name:
if>_ 19 or perennial if>_ 30"
A. Geomorphology (Subtotal = 7•5 )
Absent
Weak
Moderate
Strong
1 "Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
1 0.5
1
1 1.5
11. Second or greater order channel
No = 0
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 2 )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
1 0.5
1
1 1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal = 2
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1
1 1.5
26. Wetland plants in streambed
FACW = 0.75; OBL =
1.5 Other = 0
`perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
1
1
0
1
1
1
0
0.5
0
0
0
0.5
0.5
1
0
0
2
0
0
0
0
0
0
0

NC DWQ Stream Identification Form Version 4.11
Date: 12/01/20
Project/Site: Cambridge Corners
Latitude: 35.37159
Evaluator: TB CH PI
County: Cabarrus
Longitude:-80.54614
Total Points:
18
Stream Determination (circle one)
Other SF2
Stream is at least intermittent
if > 19 or perennial if 2: 30*
Eph&Meral Intermittent Perennial
e.g. Quad Name:
A. Geomorphology (Subtotal = 8 )
Absent
Weak
Moderate
Strong
1 "Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 6 )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
1 0.5
1
1 1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal = 4
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
"perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
1
1
1
1
0
1
0
1
0
1
0
0.5
0.5
1
3

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT.
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Cambride Corners City/County: Concord / Cabarrus Sampling Date: 12/01/20
Applicant/Owner: Rigsby State: NC Sampling Point: DF1
Investigator(s): C. Huysman, P. Isner, T. Bandy Section, Township, Range:
Landform (hillside, terrace, etc.): hillside Local relief (concave, convex, none): concave Slope (%): 2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.372211 Long:-80.547268 Datum: WGS84
Soil Map Unit Name: Poindexter F (15-45%) NWI classification: none
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
APT indicates wetter than normal conditions
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
—Surface Water (Al) _True
Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (138)
X High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
X Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
—Moss Trim Lines (1316)
—Water Marks (B1) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (62) _Recent
Iron Reduction in Tilled Soils (C6)
X Crayfish Burrows (C8)
_ Drift Deposits (133) _Thin
Muck Surface (C7)
—Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (64) —Other
(Explain in Remarks)
—Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (613)
X FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes X No
Depth (inches): 10
Saturation Present? Yes X No
Depth (inches): 3
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DF1
Absolute
Uominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Ulmus alata
10
Yes
FACU
Number of Dominant Species
2.
Fraxinus pennsylvanica
10
Yes
FACW
That Are OBL, FACW, or FAC: 8 (A)
3.
Diospyros virginiana
5
No
FAC
Total Number of Dominant
4.
Liquidambar styraciflua
10
Yes
FAC
Species Across All Strata: 9 (B)
5.
Acer rubrum
10
Yes
FAC
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 88.9% (A/B)
7.
Prevalence Index worksheet:
45
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
23 20% of total cover:
9
OBL species 5 x 1 = 5
Sapling/Shrub Stratum (Plot size: 15
)
FACW species 15 x 2 = 30
1.
Asimina triloba
5
Yes
FAC
FAC species 45 x 3 = 135
2.
Acer rubrum
5
Yes
FAC
FACU species 10 x 4 = 40
3.
Fraxinus pennsylvanica
5
Yes
FACW
UPL species 0 x 5 = 0
4.
Column Totals: 75 (A) 210 (B)
5.
Prevalence Index = B/A = 2.80
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
X 3 - Prevalence Index is <_3.0'
15
=Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
8 20% of total cover:
3
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Microstegium vimineum
10
Yes
FAC
'Indicators of hydric soil and wetland hydrology must be
2.
Lycopus virginicus
5
Yes
OBL
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Pluchea camphorata FACW
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7•
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
15
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
8 20% of total cover:
3
height.
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: DF1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-4 10YR 4/3 100 Loamy/Clayey
4-16 2.5Y 4/2 60 10YR 4/1 35 D M Loamy/Clayey
5Y 2.5/1 5 C M Distinct redox concentrations
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
—Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al2)
—Sandy Mucky Mineral (S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
_ Redox Dark Surface (F6)
X Depleted Dark Surface (F7)
? Redox Depressions (F8)
? Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
_2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
_Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT.
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Cambride Corners City/County: Concord / Cabarrus Sampling Date: 12/01/20
Applicant/Owner: Rigsby State: NC Sampling Point: DF2
Investigator(s): C. Huysman, P. Isner, T. Bandy Section, Township, Range:
Landform (hillside, terrace, etc.): hillside Local relief (concave, convex, none): concave Slope (%): 2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.371982 Long:-80.545706 Datum: WGS84
Soil Map Unit Name: Poindexter F (15-45%) NWI classification: none
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
APT indicates wetter than normal conditions
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
—Surface Water (Al) _True
Aquatic Plants (1314)
? Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (B1) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (62) _Recent
Iron Reduction in Tilled Soils (C6)
X Crayfish Burrows (C8)
_ Drift Deposits (133) _Thin
Muck Surface (C7)
—Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (64) —Other
(Explain in Remarks)
—Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (613)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes X No
Depth (inches): 14
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DF2
Absolute Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover Species?
Status
Dominance Test worksheet:
1.
Acer rubrum
45
Yes
FAC
Number of Dominant Species
2.
Liquidambar styraciflua
5
No
FAC
That Are OBL, FACW, or FAC: 3 (A)
3.
Liriodendron tulipifera
5
No
FACU
Total Number of Dominant
4.
Species Across All Strata: 3 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 100.0% (A/B)
7.
Prevalence Index worksheet:
55
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
28
20% of total cover:
11
OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 15
)
FACW species 0 x 2 = 0
1.
Quercus phellos
2
Yes
FAC
FAC species 57 x 3 = 171
2.
Acer rubrum
5
Yes
FAC
FACU species 9 x 4 = 36
3.
UPL species 2 x 5 = 10
4.
Column Totals: 68 (A) 217 (B)
5.
Prevalence Index = B/A = 3.19
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is :53.0'
7
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
4
20% of total cover:
2
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Geum canadense
2
No
FACU
'Indicators of hydric soil and wetland hydrology must be
2.
AI/ium allegheniense
2
No
UPL
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7•
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
4
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
2
20% of total cover:
1
height.
Woody Vine Stratum (Plot size: 30 )
1.
Smilax bona-nox
2
No
FACU
2.
3.
4.
5.
Hydrophytic
2
=Total Cover
Vegetation
50% of total cover:
1
20% of total cover:
1
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: DF2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-3 7.5YR 3/2 100 Loamy/Clayey
3-16 10YR 4/3 80 10YR 5/4 20 D M Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
—Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al2)
—Sandy Mucky Mineral (S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
—Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
_2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
_Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

12
10
2
0
Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network
May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr
2020 2020 2020 2020 2020 2020 2020 2020 2021 2021 2021 2021
Coordinates
35.371982,-80.545706
Observation Date
2020-12-01
Elevation (ft)
585.12
Drought Index (PDSI)
Not available (2020-11)
WebWIMP HZO Balance
Wet Season
Figure and tables made by the
Antecedent Precipitation Tool
Version 1.0
Written by Jason Deters
U.S. Army Corps of Engineers
30 Days Ending
301^ %ile (in)
701 %ile (in)
Observed (in)
Wetness Condition
Condition Value
Month Weight
Product
2020-12-01
2.229528
3.843701
7.377953
Wet
3
3
9
2020-11-01
1.791732
4.664961
4.720473
Wet
3
2
6
2020-10-02
2.745276
5.384252
4.326772
Normal
2
1
2
Result
Wetter than Normal - 17
I Im
Weather Station Name
Coordinates
Elevation (ft)
Distance (mi)
Elevation A
Weighted A
Days (Normal)
Days (Antecedent)
CONCORD
35.4111,-80.5833
700.131
3.434
115.011
1.94
11347
90
CONCORD 1.8 ENE
35.4135,-80.564
675.853
3.048
90.733
1.648
2
0
CONCORD 4.5 SW
35.3647,-80.655
636.155
6.178
51.035
3.096
4
0

m mom Roy Cooper, Governor
■� NC DEPARTMENT OF 5usi Hamilton, Secretary
■moms NATURAL AND CULTURAL RESOURCES
s mom Walter Clark, director, Land and Water Stewardship
NCNHDE-8547
March 25, 2019
Meagan Jolly
Wetlands & Waters, Inc.
529 North Graham Street
Charlotte, NC 28202
RE: 49/601 Project Area
Dear Meagan Jolly:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.ciov/offices/Di rectory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
fl 121 W. JONES STREET. RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER. RALEIGH. NC 27699
OFC 919.707.9120 • FAX 919.707,9121

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
49/601 Project Area
March 25, 2019
NCNHDE-8547
No Element Occurrences are Documented Within a One -mile Radius of the Project Area
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area NJme Owner Type -
NC Department of Transportation Mitigation Site NC Department of Transportation State
Cabarrus County Open Space Cabarrus County: multiple local Local Government
government
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.ora/content/hela. Data query generated on March 25, 2019; source: NCNHP, Q1 Jan 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-8547:49/601 Project Area
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Project Boundary
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METI, Esri China (Hong Kong), —sstopo, © OpenStreetMap contributors, and
the GIS User Community
Page 3 of 3

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35.37227ON 080.54363OW ± 63 ft WG584
96 deg(T), 594 ft, 2020-12-01 12:57:24-05:00
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35.37225°N 080-54337OW ± 0.92 mi WGS84
34 deg(T), 593 ft, 2020-12-01 12:58:37-05:00
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35.37235°N 080.54323OW ± 36 ft WG584
26 deg(T), 606 ft, 2020-12-01 12:58:46-05:00
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35,37094°N 080-542980W ± 113 ft WGS84
343 deg(T), 571 ft, 2020-12-01 13:03:45-05:00
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' 35.37095 °N 080. 54302 OW ± 64 ft WG584
235 deg(T), 576 ft, 2020-12-01 13:03:51-05:00
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35.37054°N 080.54543OW ± 66 ft WGS84
300 deg(T), 612 ft, 2020-12-01 13:39:45-05:00
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35.37055 °N 080. 54542 OW ± 47 ft WG584k
19 deg(T), 609 ft, 2020-12-01 13:39:59-05:00
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35R37182°N 080.544670W ± 63 ft WGS84
260 deg(T), 54 .ft, 2020-12-01 13:51:48-05:00
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35-37183°N 080-54459OW ± 45 ft WGS84
36 deg(T), 593 ft, 2020-12-01 13:52:03-05:00
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35.37180ON 080-544450W ± 105 ft WG584
62 deg(T), 593 ft, 2020-12-01 13:59:00-05:00
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35.37227°N 080.54500OW ± 61 ft WGS84
253 deg(T), 587 ft, 2020-12-01 14:19:40-05:00
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35. 37166ON 080! 54614OW ± 656 ft WGS84
217 deg(T), 613 ft, 2020-12-01 14:46:58-05:00
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35.37165ON 080-54615OW ± 95 ft WG584
24 deg(T), 608 fty 2020-12-01 14:47:02-05:00,.,..
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35.37198°N 080.54574OW ± 60 ft WG584
228 deg(T), 595 ft, 2020-12-01 15:05:40-05:00
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35.37235 °N 080. 54f 15 OW ± 28 ft WGS84
113 deg(T), 602 ft, 2020-12-01 15:11:56-05:00
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DWR Pre-Fil ing Meeting Req u est Form
Contact Name *
Contact Email Addre ss *
Proje ct Owne r *
Proje ct Name *
Proje ct County *
Owne r Addre ss:*
Is this a transportation proje ct?*
Type (s) of approv al sought from the DWR:
Doe s this proje ct hav e an e xisting proje ct ID#?*
Do you know the name of the staff me mbe r you would like to re que st a me e ting with?
Ple ase giv e a brie f proje ct de scription be low.*
Please give a couple of dates you are available for a meeting.
Meagan Jolly
[e-mail]
Cambridge Corner Associates
Cambridge Commons Townhomes
Cabarrus
City
Matthews
State / Province / Region
NC
Postal / Zip Code
28105
Country
USA
Street Address
2301 Mullis Lane
Address Line 2
Yes No
401 Water Quality Certification -
Regular
401 Water Quality Certification -
Express
Individual Permit Modification
Shoreline Stabilization
Yes No
Alan Johnson
Residential subdivision requiring road crossings for access to internal high
ground.
12/9/2020
12/11/2020
12/14/2020
12/16/2020
12/17/2020
Ple ase attach the docume ntation you would like to hav e the me e ting about.
Signature *
Submittal Date
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:

· This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
· I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
· I also understand that DWR is not required to respond or grant the meeting request.

Your project’s thirty-day clock started upon receipt of this application.  You will receive notification regarding meeting location
and time if a meeting is necessary.  You will receive notification when the thirty-day clock has expired, and you can submit an
application.
12/7/2020