20191349 Ver 1_Minor Mod Email_20201106

Strickland, Bev
From: Daniel Kuefler <[e-mail]>
Sent: Friday, November 6, 2020 11:04 AM
To: Johnson, Alan
Cc: Heath Caldwell
Subject: [External] re: Cannon Run - minor updates
Attachments: SAW_2019_01946 Updates for DEQ 110620.pdf
• External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Mff-rt-s—[e-mail]
Alan,
We've got a project called Cannon Run that you approved a while back. They've already paid all of the required
stream mitigation.
They need to move a sewer alignment, which will result in an additional 0.005 ac additional permanent wetland
impacts. Overall, across the project site, they are still well under 0.1 ac total of wetland impacts.
Do you need to re -issue an updated 401 for the record, or is an email confirmation sufficient for them to move
forward? Either way, If you have a chance to take a look and let me know sooner than later I'd be much obliged,
as apparently they need to close on the property next week.
I've attached the current approval, new plans highlighting the area in orange that has changed, etc. Please let me
know if you need anything else. Feel free to give me a shout if that's easiest.
Thanks,
Daniel

MOSS PLANTATION AVE
PROP. SEWER OPEN CUT
(40 LF TEMPORARY IMPACT)
P POP. WETLAND IMPACT i.
(0.005 AC PERMANENT IMPACT)
(0.024 AC TEMPORARY IMPACT)
0 ACCCNVEIS ,
HE CIO
�y ;fr BMP -Z .
t i II
t
(TYP)
SS
yU
RE PLANTED AND MAINTAINED WITH
NATIVE PLANT SPECIES PER
,G■
\ \\\ \ \ \ \ \
I f PERIMETER BUFFER REQUIREMENTS
\\\� \ j
�� (D.024 AC TEMPORARY IMPACT)
I I r /AND
PROP. SANITARY SEWER
WETLAND FIFE TO HE PARTIALLY FILLED
MAINTAINED FOR VEHICULAR ACCESS
\ TIE IN LOCATION %
(0.016AC)
Daniel Kuefler
Wetlands & Environmental Planning Group
Leonard S. Rindner, PLLC
www.wetlands-epg.com
336.554.2728
2

RESTORED
SEEOINGPNO
w
BE TO BE
F9TENHEN
\ f %
HROUGH
tANrnmR
y�
EITA TO 6E RESEO, EE RUEEPTED ANMAINTAINED WITH
\ / NATIVEPLANT SPECIESPER
\ \ \ \ \ \ \ r PERIMETER BUFFER MT)
(0024AC TEMPORARYY IMPAC IMPACT)
W�DV � / _
�\ 1\\�I R /AND MAINTAINED EDP R VBE PARTIALLY
CUTAYR ACCESS
FILLED
\PROP.00 TION SEWER
nEwrvocnnoN a /�(o ofRnc)

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Mr. Mark Swartz
Charlotte Real Estate Dev.
4350 Main St., #201
Harrisburg, NC 28075
NORTH CAROLINA
Environmental Quality
February 18, 2020
DWR# 19-1349
Cabarrus County
Subject: APPROVAL of 401 Water Quality Certification with Additional Conditions
Cannon Run Development
Dear Mr. Swartz:
You have our approval, in accordance with the General Certification and those
conditions listed below, for the purpose proposed in your application dated October 9, 2019, and
received by the Division of Water Resources (the Division) on October 30, 2019, and
subsequent information on February 13, 2020. After reviewing your application, we have
determined that this project is covered by Water Quality General Certification Number 4139
which can be viewed on our web site at https://deg.nc.gov/about/divisions/water-
resources/water-resources-permits/wastewater-branch/401-wetlands-buffer-permits/401-401-
isolated-wetlands-waters-program The General Certification allows you to use Nationwide
Permit Number 29/39 once it is issued to you by the U.S. Army Corps of Engineers (COE).
Please note that you should get any other federal, state or local permits before proceeding with
your project, including those required by (but not limited to) Sediment and Erosion Control, Non -
Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. It is advised that all conditions of the
Certification are reviewed prior to initiation of the project. In addition to the requirements of the
Certification, you must also comply with the following conditions:
This approval is only valid for the purpose and design that you described in your
application. If you change your project, you must notify us in writing, and you may be
required to send us a new application for a new Certification. If total wetland fills for this
project (now or in the future) exceed one acre, or of total impacts to streams (now or in
the future) exceed 300 linear feet, compensatory mitigation may be required. If the
property is sold, the new owner must be given a copy of the Certification and approval
letter; and is thereby responsible for complying with all conditions. 15A NCAC
02H .0506 and 15A NCAC 02H .0507
2. The Mooresville Regional Office shall be notified in writing once construction at the
approved impact areas has commenced. 15A NCAC 02H .0502 (e)
D E Qom, _ North Carolina Department of Environmental Quality I Division of Water Resources
wJ�/g Mooresville Regional Office 1 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
NI1H fH (:A'-i(1LINA
o.�me� m�w,o� t)� Q'A /`e 704,663.1699

3. Approved Impacts:
Type of Impact
Amount Approved
Temporary Impact
Amount Approved
Permanent Impact
Stream
120 linear ft. (other)
400 linear ft. (culvert)
Wetland (BLWD)
0 acre
0.069 acre
4. Diversion Ditches and other storm water conveyances as related to the sediment and
erosion control measures shall be matted and/or stabilized to reduce sediment loss and
turbidity. This includes interior/exterior slopes of sediment basins. 15A NCAC 02H .0506
(b)(3) and (c)(3)
5. Bare/fill slopes in excess of 10 feet in height and within 50 feet of waters of the state or
ephemeral drainage features that drain to waters of the state shall be matted.
Topography, should be taken into consideration as related to sediment transport. 15A
NCAC 02H .0506 (b)(3) and (c)(3)
6. Water Quality/Stormwater: Please provide documentation showing that water quality
from the development will not be impaired. A storm water management plan in lieu of
such documentation is acceptable if approved by a delegated or state authority. 15A
NCAC 2H .1000
7. Stormwater discharge structures at this site shall be constructed in a manner such that the
potential receiving streams (of the discharge) will not be impacted due to sediment
accumulations, scouring or erosion of the stream banks. 15A NCAC 02H .0506(b)(5)
8. Use of native vegetation and other soft stream bank stabilization techniques is
recommended where practicable instead of riprap or other bank hardening methods. If
riprap is necessary, it shall not be placed in the streambed, unless approved by DWR
9. Mitigation [15A NCAC 02H .0500(h)] must be provided for the proposed impacts as
specified in the table below. The Division has received notification/acceptance from the
Division of Mitigation Services (DMS) to meet this mitigation requirement. Until the DMS
receives and clears your payment, and proof of payment has been provided to this Office,
no impacts specified in this Authorization Certificate shall occur. For accounting purposes,
this Certification authorizes payment to meet the following compensatory mitigation
requirement:
Compensatory Mitigation
River and Sub -basin Number
Required
Stream
Catawba (03040105)
175 (feet)
1:1 ratio
Wetlands
0 (acres)
10. Mitigation Credit: Approval of the restoration plan and issuance of the 401 Water Quality
Certification means that DWR has determined that the proposed activity will not remove
or degrade significant existing uses of the surface water . The issuance does not
represent an approval of credit yield for the project. (15A NCAC 2H .0506(a))
11. During the construction of the project, no staging of equipment of any kind is permitted in
waters of the U.S., or protected riparian buffers. 15A NCAC 02H .0506(b)(3)

12. No rock, sand or other materials shall be dredged from the stream channel except where
authorized by this Certification. 15A NCAC 02H.0506(b)(3)
13. The permittee shall report to the Mooresville Regional Office any noncompliance with
this certification, any violation of stream or wetland standards [including but not limited to
sediment impacts, and any violation of state regulated riparian buffer rules. Information
shall be provided orally within 24 hours (or the next business day if a weekend or
holiday) from the time the applicant became aware of the circumstances. A written
submission shall also be provided within 5 business days of the time the applicant
becomes aware of the circumstances. The written submission shall contain a description
of the noncompliance, and its causes; the period of noncompliance, including exact
dates and times, if the noncompliance has not been corrected, the anticipated time
compliance is expected to continue; and steps taken or planned to reduce, eliminate,
and prevent reoccurrence of the noncompliance. The Division may waive the written
submission requirement on a case -by -case basis. 15A NCAC 02B .0200
14. The Permittee shall ensure that the final design drawings adhere to the permit and to the
permit drawings submitted for approval. 15A NCAC 02H .0507 (c) and 15A NCAC
02H .0506 (b)(2) and (c)(2)
15. Upon completion of the project, the applicant shall complete and return a "Certificate of
Completion" form to the 401/Wetlands Branch of the Division using the following link:
https://edocs.deq.nc.gov/Forms/Certificate-of-Completion. 15A NCAC 02H .0507(c)
This Certification can be contested as provided in Articles 3 and 4 of the General Statute
150B by filing a written petition for an administrative hearing to the Office of the Administrative
Hearings (hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/or by calling the OAH Clerk's Office at [phone].
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any applicable
OAH filing fee is received in the OAH during normal office hours (Monday through Friday, 8:00
am to 5:00 pm, excluding state holidays).
The petitions may be faxed to the OAH at [phone], provided the original and one
(1) copy of the petition along with any applicable OAH filing fee is received by the OAH within
five (5) business days following the faxed transmission. Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS, FedEx, etc.)
Office of Administrative Hearings
1711 New Hope Church Rd.
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served on DEQ as follows:
Mr. Bill Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601

This letter completes the review by the Division under Section 401 of the Clean Water
Act. If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional
Office at 704-663-1699.
Sincerely,
Dacu5igned by:
�s+m H P4444 for
F181FBG9A2D84A3...
Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ
Attachments
cc: Cathy Janiczak, Army Corps of Engineers, Charlotte, email
Len Rindner, WPEG, email
Kelly Williams, DMS, email
DWR 401 & Buffer Permitting Branch file
MRO, Land Quality

19-1349
NORTH CAROLINA-DIVISON OF WATER RESOURCES
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500, Charlotte Real Estate Dev. has permission as
outlined below to impact 520 linear feet of stream and 0.069 acre of wetland in order to proceed
with the development in Cabarrus County, North Carolina. All activities associated with these
authorized impacts must be conducted with the conditions listed in the attached certification.
THIS CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT: Division of Mitigation Services (DMS)
LOCATION:
COUNTY:
BASIN/SUBBASIN
Impacts:
400 linear feet of stream
120 linear feet of stream (temporary)
0.069 acre wetland
Harris Rd./Odell School Rd.
Cabarrus
Catawba (03040105)
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to
compensate for the above impacts through the restoration, creation, enhancement or
preservation of wetlands as outlined below prior to conducting any activities that impact or
degrade the waters of the state.
Note: Linear foot requirements proposed to be mitigated through the DMS must be rounded to
the nearest foot and acreage requirements must be rounded to one -quarter acre increments
according
to 15 2r .0503(b).
Mitigation:
175 linear feet total of stream required (1:1)
Mitigation:
175 linear feet of stream by the DMS required for the 401 Water Quality Certification. In
correspondence dated September 16, 2019, the DMS indicated that up to 572 linear feet of
stream mitigation would be conducted by DMS if available within the cataloging unit. More may
be required if mitigation is required outside the unit.
One of the options you have available to satisfy the compensatory mitigation requirements is
through the payment of a fee to the DMS per NCAC 2R .0503. If you choose this option, please
sign this form and mail it to the Ecosystem Enhancement Fund at the address listed below. An
invoice for the appropriate amount of payment will be sent to you upon receipt of this form.
PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE EEP.
Signature
Date
ENVIRONMENTAL QUALITY
DIVISION OF MITIGATION SERVICES
1652 Mail Service Center
RALEIGH, N.C. 27669-1652

CERTIFICATE OF COMPLETION
NCDWR Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
County:
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401
Wetland & Buffer Permitting Unit, North Carolina Division of Water Resources, 1617 Mail Service Center,
Raleigh, NC, 27699-1617. This form may be returned to NCDWR by the applicant, the applicant's
authorized agent, or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed
to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature:
Agent's Certification
Date:
I, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed
to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature:
Engineer's Certification
Partial Final
Date:
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project for the Permittee hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved
plans and specifications, and other supporting materials.
Signature Registration No. Date

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. REGAN
Secretary
TIM BAUMGARTNER RECEIPT
Director
August 26, 2020
Mark Swartz
Charlotte Real Estate Development
403 Gilead Road, Suite H
Huntersville,NC 28078
Project: Cannon Run
County: Cabarrus
401 permit#: 2019-1349
404 permit#: 2019-01946
DMS ID#: MR-07335
Amount Paid: $216,830.63
Check Number: 1492
The NCDEQ Division of Mitigation Services (DMS) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permit(s) issued for
the above -referenced project. This receipt serves as notification that your compensatory mitigation
requirements assigned to DMS associated with the authorized activity as specified below have been satisfied.
You must also comply with all other conditions of this certification and any other state, federal or local
government permits or authorization associated with this activity including G.S. § 143-214.11.
The DMS, by acceptance of this payment, acknowledges that the Division is responsible for the
compensatory mitigation requirements indicated below associated with the project permit and agrees to
provide the compensatory mitigation as specified in the permit. Mitigation responsibility assigned to the DMS
is nontransferable. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument
dated July 28, 2010.
Mitigation Location
Mitigation Type
Credits
Yadkin 03040105
Warm Stream
412.5
Refunds of payments made to NCDMS are only approved under certain conditions. All refund requests must
be submitted in accordance with the Division's refund policy. If you have any questions or need additional
information, please contact [e-mail].
Sincerely,
A_��d�
FOR Tim Baumgartner
Director
cc: Todd Tugwell, USACE - Raleigh; Catherine Janiczak, USACE
Daniel Kuefler, agent
t�.��
NORTH CAROUNAD_E QI�
Departmental Enviran—tal quality
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W. ]ones Street 11652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

- Discontinuous Intermittent Streams: LEGEND
Wetland G
AJ (148 If), AJS (193 If), AJSS (121 If) a Project boundary study limits
1. 1 1-,. \ —0.038 ac IStrea
rf Wetland A ' 1,1 t - � � m
Wetland
0.061 ac a ';,ti = Landscape hotaldirection
4 L Intermittent Stream SS Pe P
If
4 l
Perennial Stream C
- 527 If ; . ii ?c+'~f ; .1 4 5
f - Non -Jurisdictional r
� � • r _ (Isolated) Pond Y
xr' 0.231ac
Intermittent Stream IE ti r3 , 7 - yyY WetlanJPP
-207 If ; 0.005 Wetland MM
3 ,ra t 1 Ji fL Non -Jurisdictional 0.002 ac
r
- �Ni , • :. , (Isolated) Wetland X
Wetland DW 4r,e k�s;#., 0.090 ac {• Wetland LL
-0.1 ac �' 3 4sy w �b ti 0.043 ac
5�riS
Non -Jurisdictional Pond Z _ ` + 5 Y S } s;-. X Wetland EEE
(irrigation pond dug in upland) y.p� ( r 0.002 ac
1.25 ac
Wetland CCC
Perennial Stream OS �r + '
' 0.002 ac
800If xfi
��f ` h NCDEQ STREAM
f 8 y rr FORM BBB Intermittent
Stream AAA
Wetland CC345 If
0.005 ac { + NCDEQ' U Y ~r 'f -r l ~ _: i y
STREAM DATA FORM O'+
FORM Wetland DDD
Perennial Stream BB-0.0008 ac
-1,322 If GG
7 f_ - 4`+� Wetland II
-0.003 ac
Z Perennial Stream BBB
Wetland JJ -1,415 If
I
Wetland E/EE UPLAND -0.010 ac -
-0.216 ac k Intermittent Stream HH DATA POINT i { Intermittent Stream KK
- 367 If i .1 x _ _ -121 If
ty ti
x. ' Wetland NN
Intermittent Stream GG }
-0.018 ac
- 155 If ti }
N Perennial Stream FF {I' Wetland 00
I 283 If
0.542 ac
I t
*** USACE VERIFICATION 10/31/18 *** *** NCDEQ VERIFICATION 6/14/18 & 10/9/18 ***
FIGURE NO. CANNON RUN Drawn By: Reviewed
6 Cabarrus Co., NC NRN LSR
Wetlands and Environmental Planning Group DATE:
Leonard S. Rindner, PILL.C. DELINEATION MAP
-WATERS OF THE U.S.- 9/3/18
04. 0,-2277 EXISTING CONDITIONS STUDY
.. ... SUBJECT TO USACE VERIFICATION

OFFSITE WETLAND
PERENNIAL STREAM C
ON -SITE LENGTH = 527'
(0.017 AC)
INTERMITTENT STREAM IE
ON -SITE LENGTH = 207'
(0.008 AC)
G
MO JYLlAAEEj D,
PROJECT BOUNDARY
(TYP)
WETLAND CC
(206 SO FT)
(0.005 AC)
PERENNIAL STREAM BB
ON -SITE LENGTH = 1322'
(0.185 AC)
WETLAND E/EE U
(0.216 AC)
(9388 S��
PERENNIAL STREAM DID
OFFSITE
CPR(
INTERMITTENT STREAM HH
LENGTH = 367' (0.036 AC)
FBOUNDARY
(TYP)
INTERMITTENT STREAM GG
LENGTH = 155' (0.018 AC)
250' 0' 250' 500' 1000'
SCALE: I" = 500'
% titii ti
r, w
WETLAND A WETLAND G
(2636 SO FT) I (1642 SO FT)
(0.061 AC) (0.038 AC)
I
INTERMITTENT STREAM AJSS
i LENGTH = 121' (0.006 AC)
• I INTERMITTENT STREAM AJS
LENGTH = 193' (0.016 AC)
INTERMITTENT STREAM AJ
LENGTH = 148' (0.014 AC)
.INTERMITTENT NON -JURISDICTIONAL
STREAM SS'
LENGTH = 332' (0.031 AC) OPEN WATER POND Y
(10072 SO FT) (0.231 AC)
Q
IRRIGATION POND Z•.
(54488 SO FT) (1.25 AC) '.• ,�..
0.1�
WETLAND ILL —
(1853 SO FT) (0.043 AC)
WETLAND MM
(66 SO FT)(0.002 AC)
INTERMITTENT STREAM KK \
LENGTH = 121' (0.007 AC)
WETLAND NN
(764 SO FT)
(0.018 AC)
NON -JURISDICTIONAL WETLAND
; O
(3910 SO FT) (0.090 AC)
I O
WETLAND PP
i U
(223 SO FT)
;
(0.005 AC)
I w
J
0
1 O
i
LL
;
WETLAND EEE
(96 SO FT)
(0.002 AC)
. WETLAND
CCC
PERENNIAL STREAM BBB- J
LENGTH = 1415'
0.144) AC
(
WETLAND 00
(23615 SO FT)
(0.542 AC) i
—'�---+
PERENNIAL STREAM FF
ON -SITE LENGTH = 283'
(0.017) AC
HARRIS ROAD
(88 SO FT)
(0.002 AC)
INTERMITTENT STREAM AAA
LENGTH = 345'
(0.019 AC)
iI :I m
WETLAND DDD �
(34 SO FT)
1 (0.0008 AC) Z
I I Y
O
Q
a
Q
Q
Z
J
O
Q
U
C �
Z
0
c0
c Z
U0
N
Z
O
Q
Z
O
U
u
Z
N
X
W

250' ol 250' 500' 1000,
SCALE: I" = 500'
10'VEGETATED SETBACK
30'STREAM BUFFER
MOSS PLANTATION AVE
PROP. SEWER OPEN CUT
(40 LF TEMPORARY IMPACT)
PROP. WETLAND IMPACT
(0.005 AC PERMANENT IMPACT)
(0.024 AC TEMPORARY IMPACT)
k046 AC CONVEF&CA-TIG
PROJECT
(TYP)
r
BMP#1
(3
BMP#34, --I -,
BMP #4
----------
jr
0
PROPOSED STREAM/WETLAND IMPACT
(225 LF PERMANENT IMPACT)
20 LF TEMPORARY IMPACT)
(0.061 AC WETLAND IMPACT)
PROJECT BOUNDARY
(TYP)
BMP #7 :
BMP #8
6�
Lu
co
z
(9
z
L) �e
cl)
R";
z
0
<
L)
<
< U)
U LL
-
hi 2 ta)5
f6 ID
uo) a- U�) C�4

' AW M
PROP. PUBL
IC UTILITY / / /i.`_�..f� r
/--'EASEMENT(TYP) /
'� i'i'i �� ��_ :-i' '' /'_/ j/i�il 1'A Al /^
7 Y
emo
\—
I INTERMITTENT STREAM KKar
t
Lu
W
/.TOP OF BANK _ ' / {' ---�\° / ' / 'r LL
I WETLAND NN:' �__= -% ///// � � 11
\ \ NO IMPACT PROPOSED _, /'/'J / /'i' /' ' i/ �' =f=-- �� ;--' _ ,\`/ / f f l ' /
\� \ (0.018 AC) l 1 - , -- /' I '/ / /,�-/ �� �%/ �'% - , , _-_ I l I / / / m
'''?yp''
/�riij i
'ii
'PROP. ROAD CROSSING OVER I j U
\�_ -� %r i %j�,� L % J\ •j '/ jr PERENNIAL STREAM BBB
i%' �ii,125' PERMANENT IMPACTS
/i//,SEE SHEETS 4 TO 6Lu
NL4 —��/ / vv�v v A_ v / Q
PROJECT BOUNDARY- // d
ell
• • �;••• / ' �IPERco
ENNIAL STREAM BB .\ \\ -� J \ \ 1 i ' Q m
\\ /... '.'.'.'.'.'.'.'.'.a.. / ////��'---- L' / `\� \ \I `\ \\ \� ` \ \ \`` '\ \ \ 1\' \ 1 / U (n
/// WETLAND 00
L\.'• •'r _ ifs/i�i�/� ENO IMPACT PROPOSED ��\ ---' / 1 ,� // / \I / \\ / z N
(0.542AC)
'10;' 0 t Z
/
Lu
LEGEND: co
ON -SITE BUFFER
r (8.74 AC) _ z
L J
WETLANDS Y
M
U
(0.09 AC PERMANENT N � °'
o - �
IMPACTS) F N g o M
z N II
_ STREAM CENTERLINE (400 o *k ALL
LF PERMANENT IMPACTS) 5Q' Q' 50' 100' 200' 2 :? m �0
SCALE: I" = 100' a ¢ o a nM
U)

A I
15" RCP
EXIST. STREAM
_ CENTERLINES
:so
15" RCP I, �/
PROP. HEADWALL'
(D
ESIGN BY OTHERSI
.15RCP _)\ = — " — / I // FA;
PERENNIAL STREAM BBB
— \ (INV: ±650.00) v �p
. / \ /�� PROP. PUMP
f�1:7EXIST. STREAM N INLET LOCATION — \
TOP OF BANK \ ` N / J J J J N \ 20 LF TEMP. STREAM IMPACT FOR DEWATERING
PROP. COFFER DAM ✓
(SEE RESTORATION EXHIBITS)
(OR APPROVED EQUAL) I /� J—
(20 LF TEMP STREAM IMPACT)
\\/O/�/15' RCP (WT)
/PROP. COFFER DAM (OR APPROVED EQUAL) 6g6 'L
�(20 LF TEMP STREAM IMPACT) g$ _ m
0) d
p
'PROP. 6.4 LF OF 8' x 8' / i /� — — — >
CONCRETE BOX CULVERT
PROP. P
UMP /,(BURIED 1') �/ j _ Q m
m
DISCHARGE — — �/ �i j / G _ _ _ / U co
LOCATION / `
\ (INV: ±649.42) / //„� — — ~ W
O / PROP. 12" WATERMAIN (TYP)\ — / / — • I Lu
75 LF TEMP. STREAM IMPACT / / - / L
FOR DEWATERING / i \ / _ 0 J
(SEE RESTORATION EXHIBITS) / / / I / / / i — — — 0 Q
c OU o Z
/— r z ico in�
W
PROP. 8" SANITARY SEWER (TYP) , i / � r , Q U CL
o
LEGEND:Lu
ON -SITE BUFFER
F (8.74 AC) _
L J 0
WETLANDS Y
(0.09 AC PERMANENT co
N_
N M
IMPACTS ONOTE: zz N
_ STREAM CENTERLINE (400 CONTRACTOR SHALL LIMIT ALL o �* ; ILL.
LF PERMANENT IMPACTS) TEMPORARY IMPACTS TO WATERS 25' �' 25' 50' 10O' 2 d °' 60
m 'o a
OF THE U.S. TO LESS THAN 90 DAYS. SCALE: I" = 50' a ¢ `) a `)
¢ U)

.:1
675
670
PROI
665
..1
655
650
645
c
Lr
I-
Qc
MMM9pMMMMMMMMllMMMMMMMMMM
'■■■■,,'_MPOEM
■■
■■M
■■■E
■mmns.m■■■OMEN.EROMM■■■■■
■■■■NEWHEN■■■MM■■maammmmm
■■■■■EAMENSEMM■■■■■■■■■■■
old■■\
mm\ti
:
s\■■■
■■■M■
■EMMM
■■■Na'.■ffic
Esomm
mm■■_■_■■o■�■■
■■■■■
■■■Er
■l�i���--
■■■■■■■■■■■■■■■■■
■■■■■
■■■■■
HIMM
M
■
■
■■
-...
Hill
- '
' '
ma
■■■mm
ii
■■■■
■■■m■
■■
ME
■■MOM
Y
MEMO
■■M■■
■■
■■
■■EEM
■
MEMO
EE■■■
.
■
■��■■■
■■Ems■
■■■■■
■■■■■
. .
.
.
.
.
.
.
.
.
.
rk
�M
�M
675o`eA
rgI
670
YOW
660
m
Q=
zcf�
J V
655 L
Q Q)
U c/)
�0w
650 o
002
c U o
C z "
Ucv
:Y
13+00 14+00 15+00 15+50
SCALE: I" = 6' V 3' o' 3' 6' 12'
Lu
Lu
m
m
z
z
C7
z
Y
U
z
� � N
N U2.0
[Yi
Z
w O
o
�a
LL.
o
U
J
d °�
6 U
11
SCALE: I"= 60' H 30'
o' 30' 60' I zo'
a¢
o m a
L
m Ln
¢ w

■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
i
II?="ill■■■■■■■■■■■■■■■■■■■■■■■■
y_,I I I
ellCaia�lll�;l
,I 1211E 1 , II,1=;;
'II- IEIi
'1�� it
,
,I n n 'n ,. r__
■■■■■
■■■■■
■■■■■
■�
iI.�II IL�II
l-
III
I["�
■■■■■
■■■■■
■■■■■
■■■■■■■�'
MEW"
'vI I.�_1��11-11-
■
■- „ „
'II��IPe�IIn 11_i
1��1� ,1 1 ;��1
I ism
,
,,■■■■■■■■■■■■■■■■■■■■■■
it■■
.■
I
■iiiiiiiiiiiiii
c
■i
■■■■■■■■■■■■■■■■
■■■■■
IPROP. ,
.
. .
. BY .
.
.■■
■■■■■
■■■■■
■■■■■
■■■■■
■■■■■
iii
■■■■■
■■■■■
■■■
,
-
.. .
.- .::
■■■■■■■■■■■■■■'_n
■■■■■■■■■■■■■■■■,
i
■■■■■■■■■■■■■■■■'ll.-11.-�,IL
_._
�II;I11.J��,1_;I
fiiii
fiiii
iii
MMMMMMM.
■■■■■■■■■■■■■■■■liiiiiiiiiii■I■iiiiOiiiiOiiii
i
■■■■■■■■■■■■■■■■I■■■■■■■■■■■■I■iiiaoiiiaoiiia
i
■■■■■
EXIST. GRADE
CENTERLINE
■■■
■ I■
.:
URI
:.
Di
-
■I
■■
■
- .
..
■■
■■■■■
■■■■■
NEESESTREAM
11molim
■■■■■■■■■■■■\\■■■1■
■I�
.
■■■■■■■■■■■■■■■■■■
■E■■■i■■iiM
i/1
a'o'
i M-M&NOW-0-0-0■I■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■-h-
■■■■■■■■■\\■■■
■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■
'-•.
.....
RiAL
-
AL
■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■
■■■■��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
1+00 2+00 3+00 4+00 5+00
SCALE: I" = 6' V a- 0' a- 6- 12' SCALE: I" = 60' H 30- 0' 30' 60- 120'
675
_�
�a
670
`em9
14
rgI
665
ME
U
Z
z
0
655
u
w
i
(6
Lu
J
Q
l -
0
z cf�
af
650
� ;
m
Q °'
U �
m
~
w
645
0 W
z F
N
°cow
Q
Z
c° o
w
cz
640
U�v
CL
Lu
w
m
z
Z
Z
Y
C
Z mC.)� N
9
0)
6+00
" 2 o
�'
Q
,L
Q
U
o
d ai
-60
a ¢
m
0 m a
n�0
Q rn

_--
1
Li
=/�
�_�
-
( WETLAND G! I IIII IIII _/
NO IMPACT PROPOSED// i
nr
�' / ,Y/ir—' / 1 � � I 1 � �I / "�ii' //ii/i/il�/li l /il%Illi /' •� ` < � — � � ' z e
! AREA TO REMAIN"
\y II \ r / r/ /// //j/// UNDISTURBED TO ENHANCE
j/' j \ - , FILTRATION OF OFF -SITE
I
I / � STORMWATER (0.69 AC) :" $
/
III �v ///I
a r>
Imo` i
`\\\\ \ ✓` I / Q\ III\ /�\r �I\1 �. _ / \ I 1 IIII IIII��1�1 II I PROJECT BOUNDARY -_
w
`` _ III I I II III 1 I yI 111'11'
IIII I. rlll �-, A 1 I1 J III�IIIIIII III �111A1 / LL
1� r /IIII \ - v�✓ ( \ I / 1111,1`1h1�\�\L\\\\\ \ I 11 I / / II\ r EXIST. STREAM I ) / ��I 1j'+IOW\\� I �\\ �\ \\\\\\\\ 1
r \ I `I I _ CENTERLINE / 1 \�j1.�\A 1�\ \\ I��\{'!\ 00
r`I4,1111.1\\\
INTERMITTENT STREAM AJSS I\ \ Z
��NOIMPACTPROPOSED 1\\\ \ l Q
\ \9)il/
- �>
\( II 1_I 1 /1 / // / // /�_ /J-� --F IIII 1 / Lu
t_ / I 1 r/ - � I // r PROP. BMP�'I11-YiJ-';1 / W
WETLAND A
TO BE FILLED / I % J , �/ j fj r/ // //'/%/f7}i
'( \1 (0.081 AC) /' i'/ill r rFlI-I111�� 1 I 1 I I U Q
�' \\\\ / ♦ \\y,, ��Si �`�%' / / 1 1 r MIAN- / /' ii /iJJ' / t / l _ / / �r / /U1 1 I
l / i/ .•./ 1 �\1 `Ili 'i' / "�', ��i' /� / / I I / I 1
PROP. BMP
INTERMITTENT STREAM AJS
\\�\\\\\77 LF PERMANENT IMPACTS I ���� / i I y ( 11 (a d
/i; (\\ \ \\�\�\�\\`• \ ` / / / `I I ''�i 20 LF TEMPORARY IMPACTS =
ti J/\ �\2\way / /� ''ii" 'i `' '\/ l I k'' z
pp\I 'PERENNIAL -
No �Q / - r / / �✓ r jr�%rf , I` // - �Q/�/j/ \ U
\\
IMPACT
M PROPOSED �/� _ Q
��'r INTERMITTENT STREAM AJ / \ ��' \ I 1 /' I f/ \\\\\ 1 Lu
NA \\ \ < �O TO BE FILLED
ri' 1 148 LF PERMANENT IMPACTS \ \ - J \' r y \ \ i ~
' vLU
\\ \ \ / \ I t \ _ / \ \ Z
/ \
/ y� � ;yam � J I � � / PROP. OFF -SITE BYPASS CULVERT�_ � �
A 4`\�\)DESIGNED TO MINIMIZE \ � y \V � \ t f / ,(- �\
yf(c-- 'APPROX. LOCATION OF \ 'FLOW VELOCITY 1 - � � �\I\ �/ �\ / J' 1\� \ � �\� / „ \ 1 i �
A��' / / EXISTING BOTTOMLESS `(SEE SHEETS 8-9) 1 \ \ - / \ _/��- _y� i I� O O
� I\f' C =/ ( ARCH CULVERT J \\ I \ `\ \\ \ \I \\ \�, \ /4' /r - / / / % /✓ 1 W
� � \ \ ♦ \ \ \ II \\` I� �/ ' I t I 1 r z L
\EXIST. STREAM TOP OF BANK \\� � \ / ' /_ �- - \\ \ \ 1 \ \ I r \�� I � \ I � O L Z
I/Il�`-' IIr,INTERMITTENT STREAM SS U U U
_ri NO IMPACT PROPOSED
LEGEND: co
w
ON -SITE BUFFER
r (8.74 AC) z
L J 0
WETLANDS z
(0.09 AC PERMANENT L) co
N
IMPACTS) Nob M
Z N I
_ STREAM CENTERLINE (400 o xt ALL
LF PERMANENT IMPACTS) so, 0' 50' I00' 200' v a a" 60
J 6 U L
SCALE: I0" = 100' a ¢ a �'�
V)

■■■■■
■■■■■
■■■■■
■■■■■
■■■«
■■■■■
■■r
:
- ..
,
:
■
■■■■■
■■■■■
■■■I
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■l
.
■■■■■■■■■■■■■■■■
....RPAD
■■■■■■■n■■■■■■■■■■■■■■■■■■■■■■■i
CENTERLINE
Luu
■■■■■
■■■■■
■■■■■
■■■■■
■■■■■
■■■■I
0
Gii■�Iii
JL■i■■
■■i'Tii
■■■■■
■■■I
■■■■■
■■■■■
■■■■■
■■■■■
■■■■■
■■■■I;�`i
li_1Iy■■
■■■■■
■■■■■
■■■■■
■■■I
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
-.
Lu
■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■I
'
■■■■■■■■PROP
1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I
•
cc
■■■■■■■■■■■■■\\1■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■I
■■■■■■■■■■■■■1\�■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■I•.
..
..
..
..
..
1 1 off 11 11 11 11
-
LL
00

1 \ \
f J I 1 \ \
1
\ PERENNIAL STREAM BB.
40 LF TEMPORARY IMPACT —
FOR
1 \ \\// \ OPEN CUT OF SEWER—
/ \I \ \V\ j\ MP AROUND)
/ % PROP. TRAIL (TYP)
(NO IMPACTS)/
SSMH4
/
:s
EXIST. STREAM ( / // z S
1 TOP OF BANK
SSMH-3B
I I I I PROP. SANITARY /
SEWER (TYP)
30 SE R EASEMENT / SS�S/ \ I \
S
SSMH-3
\ /
ANTI -SEEP COLLAR' / 95 / 1 _ �_/
10' OUTSIDE WETLAND f / / / / (TYP)-
-
SSMH-3A /
WETLAND E/EE TO BE/
PARTIALLY FILLED THEN i� J eQ' �' �,�\ / ^ \ I PROP. SANITARY SEWER /
RESTORED THROUGH/ Q\e� �ijf/ / \ J // I EASEMENT (TYP) _
SEEDING AND PLANTING
(0.005 AC PERM. IMPACT)
30' TREAM BUFFER
SSMH-2\ I / I ` ` ` ` �. �10' VEGETATED SETBACK / I'I
`1D REPLANTED AND MAINTAINED WITH
\ / NATIVE PLANT SPECIES PER
/ PERIMETER BUFFER REQUIREMENTS
(0.024 AC TEMPORARY IMPACT)
WETLAND E/EE TO BE PARTIALLY FILLED
PROP. SANITARY SEWER /AND MAINTAINED FOR VEHICULAR ACCESS
TIE IN LOCATION yu /� (0.016AC)
LEGEND:
L J
ON -SITE BUFFER
(8.74 AC)
WETLANDS
(0.09 AC PERMANENT
IMPACTS)
STREAM CENTERLINE (400
LF PERMANENT IMPACTS)
/
EXIST. STREAM
CENTERLINE `- �25' PERIMETER BUFFER (TYPY- �:-_
Lu
w
m
z
z
z
0
9
0
25' 0' 25' 50' 100'
SCALE: I" = 50' a
U)
M
0) N M
o m
N O
04 j LL
N
o-t ai 0
hi m o a° Q
0m a cl)—

I /7ij///fir � .�. ,.. -� __ -� _ \ ( /i-.♦ � \ \ I \ \ I
PROP. 20' STORM DRAINGE
. Al—
\- \ TYP EASEMENT
( )
\ \\II IIII�1 II11 �\�_ �. \ 1�\\\\ -%mil //�//\ ♦ / 1,_-.` �1) 1\I� iy i -__ 1 / �������/ I �_��1 :^
.,�
1\1\l1\I11 I 1 j_ _�- UG f5d
;LLE
NON -JURISDICTIONAL / � � L i;�- \ � ` ` � ' / \ i -�f 1 � / i //
\ Il I 1 OPEN WATER POND Y\V / I
TO BE FILLED FOR FUTURE/
IIII 1\ 17 \ ._�
1 DEVELOPMENT 0.231 P I ` I 1- M S
� \' ) ° ILI 111 I � � `\,�i � y7�-,->✓ ' I I
III III \ dYI �� .\� / / o\\„!J m_
PROJECT BOUNDARY NON -JURISDICTIONAL
WETLAND X TO BE FILLED
1 \ \ \) (TYP) ) I 1 i vim. bt ��///
r�s, '0.090 AC) W
IV, Lu
LL
LL
z w
oI
Lu
\ \ \ t ` PROP. STORM —'' \ �� -- = U
WETLAND PP TO BE FILLED / �� \ \� 1 ` I `�\ `� \ DRIANAGE (TYP) `.1\` ` / Z_ ujCL
(0.005 AC) /� ` I ` / / 1 J a
Id.) I'� / /' $� `I \ I I Z I ��- `,l` \---�- --_ 1 �,� / ,-' - O U
Lu
--- 1\ _---__ _ d
Zia Lu
U o Z
x RESPECT
NW _ CL
--- — ss ` r \ C Z L w
Lu
LEGEND: ON -SITE BUFFERco
(8.74 AC) z
WETLANDS Z
Y
co
0.09 AC PERMANENT U N nn
0 0
IMPACTS) o 0
Z N II IL
STREAM CENTERLINE (400 o Q
LF PERMANENT IMPACTS) 501 01 Sp' pp' 2001 < m �N
SCALE: III = 100' a ¢ o a
/n

PROP. 20' STORM DRAINGE --�
/--- i EASEMENT (TYP) _ \ 1
_ter % � \\•\ 1 ► �r;� fL-n � i ; ; � /\ ; \I 1 � \.' • �:
T- - ----- / - ��'§� / ' \ \ _ '� \ (,1 f .✓ \ I i \ \\ -' \„
RESPECTS ss ss �' ` Z��O I \ / \ / ✓ , /
\\\PkOJ�CT BOU rY, 1 I ri\\ rg t
% \A \�
\/\\_� IRS\ ' ter\
WETLAND EEE
NO IMPACT PROPOSED__
(0.002Ac)— — — \ \� �\ \A�I,
W
w
LL
JJ//�� _ / \ 1 I ✓ l
LL
�__ i \ �= � \\�_ \� � \�� �\ ��� � -►-�� _�/ � �` ) \ 1 I III / , / I i "i/� �i m
WETLAND CCC X I I Q
TO BE FILLED / \ V i-- \�\ ' i \` ' 11 I I Z Lu
/ - - -------- - 6/ — ------ ` \ (o.002AC)
:� - -__ `/__-_- —_ - . --��_----__'-• \ I•
'INTERMITTENT STREAM AAA. ` Ir I III I / L-♦ \
- �_ �_` 150 LF PERMANENT IMPACTS � \\ 11 r I \ I 1 i
20 LF TEMPORARY IMPACTS I / j l�\\ \ 1 I I 1 I / /� 'i d
/ /(SEE NOTE)
Is
_----_-_____-- WETLAN 681, \ \ \\\ -___ - -- _ DDDD I
i l I i' / I I
\\ (TO BE FILLED I I-� c. - � -I-,I-1
_____� _ -\ ``. 1 1\ \ \\` --- - I
I �(0.0008 AC) ,'' ; I I `r ,% % I 0 .V Q
III
I\•1\ �� \ 3 , i /�% l % l l l l� \ III /',/ ,- _-/ I Q N
- \ \ I I I \ / O / i / ` / L//yl I L ri-C '`=- �/ / U W
\\\ \ 1 I I I I `.J�-T\�,1T\ \
, �,S, II
FP-/--- \ N. y f I - / I \ \ l I l f I 1 / l�(ice / -/ i % W
1 I i I l '/ / / ,' ,� \\ \ `\ `\ I I I \ \ \ \\ /' ` 1 \- �r - i- - �1\ \\ \ I / l I l 11'i ��' / / / O Z
Z) �a W
O O
-m I Z co Lu
H
U U U
'��s'C��I 1 I �//li `\\ \\ \� 1` 111\ \ \�\• --_� � il' /// / Y .li! r IIIIL� �_ 1 1 ai -� .�' //.'
LEGEND: ON -SITE BUFFER
NOTE:
(8.74 AC)
WALL DRAINAGE TO
WETLANDS DISCHARGE AT TOP
(0.09 AC PERMANENT OF STREAM
IMPACTS)
STREAM CENTERLINE (400
LF PERMANENT IMPACTS)
w
m
z
z
z
Y
U
~
z
O
co
m N
aD
N o O
N II
M
o
Q
50' 0' S0' 100' 200'
J
o
r M
SCALE: I" = 100'
¢
a
�'
U)