20220060 Ver 1_USACE Permit_20220316

Strickland, Bev
From: Norton, April R CIV USARMY CESAW (USA) <[e-mail]>
Sent: Wednesday, March 16, 2022 3:39 PM
To: Camden Brunick
Cc: Deborah Shirley; Cohn, Colleen M
Subject: [External] Nationwide Permit 29 Verification (Comet Raleigh Apartments)
SAW-2021-02531
Attachments: Nationwide Permit 29 Verification (Comet Raleigh Apartments) SAW-2021-02531
_Signed.pdf; NWP29.pdf
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Dear Camden Brunick,
Attached to this message is your requested Section 404 permit authorization for the following project:
Comet Raleigh Apartments in Wake Forest, Wake County, North Carolina
Also, attached are the corresponding regional and general conditions and a copy of the permit compliance certification.
A Preliminary Jurisdictional Determination is included.
Please note that the attached conditions must be strictly adhered to in order for this permit authorization to remain
valid and that the compliance certification must be returned to this office when the work is completed.
This electronic copy is your official Department of the Army Notification; no paper copy will be mailed, unless specifically
requested.
Please contact me if you have any questions or concerns regarding this permit verification. Thanks.
April R. Norton
Regulatory Division
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone]
Fax: [phone]
Email: [e-mail]
1

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-02531 County: Wake U.S.G.S. Quad: NC -Wake Forest
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Address:
Telephone Number:
E-mail:
Size (acres)
Nearest Waterway
USGS HUC
Comet Development, LLC.
Attn: Seth Coker
PO Box 116
Colfax, North Carolina 27235
336.362.3070
[e-mail]
—21.61
Neuse River
03020201
Nearest Town Raleigh
River Basin Neuse
Coordinates Latitude: 35.8981
Longitude: -78.5027
Location description: The project area is located at 8705 Louisburg Road in Wake Forest, Wake County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 197 linear feet
(0.20 acre) of stream channel and 93 linear feet (0.012 acre) of stream channel resulting in permanent impacts with no net loss
of waters to the United States due to riprap pads. This verification also authorizes the temporary discharge of fill material into
67 linear feet (0.015 acre) of stream channel due to construction access and a utility crossing. These impacts are necessary for
the Comet Raleigh Apartments development.
Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 29. Residential Development
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 1/10/2022, and the enclosed plans entitled, "Comet Raleigh Apartments" dated
1/3/2022. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop
work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].

This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact April Norton at 919-441-3637or April.R.Norton(c,usace.armv.mil.
Digitally signed by April R.
April R. Norton "°rt°"
h' Date: 2022.03.16 15:08:02
Corps Regulatory Official:-04'00' Date: 03/16/2022
Expiration Date of Verification: 3/14/2026

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent: Soil & Environmental Consultants, PA.
Attn: Camden Brunick
Address: 8412 Falls of Neuse Road, Suite 104
Raleigh, North Carolina 27615
Telephone Number: 919.846.5900
E-mail: [e-mail]
Property Owner: Perry Farm, LLC.
Address: 404 Emerson Drive
Raleigh, North Carolina 27609
Telephone Number: 336.362.3070
E-mail: scokerAcometdev.com

Action ID Number: SAW-2021-02531 County: Wake
Permittee: Comet Development, LLC., Attn: Seth Coker
Project Name: Comet Raleigh Apartments
Date Verification Issued: 03/16/2022
Project Manager: April Norton
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: April Norton
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

SAW-2021-02531
A. Determination of Jurisdiction:
1. There are waters, including wetlands on the above -described project area that may be subject to Section 404 of the
Clean Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This
preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting
the Corps district for further instruction. Please note, if work is authorized by either a general or nationwide permit, and
you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process
concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter
the hydrology of waters of the United States.
2. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). This determination may be relied upon for a period not to exceed five years from the date of this notification, provided
there is no change in law or our published regulations or new information that warrants revision of this determination.
3. ❑ There are waters, including wetlands within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). This determination may be relied upon for a period not to exceed
five years from the date of this notification, provided there is no change in law or our published regulations or new information
that warrants revision of this determination.
4. A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you may
request an approved JD, which is an appealable action, by contacting the Corps for further instruction.
5. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: .
B. Basis For Determination: See the preliminary jurisdictional determination form dated 03/16/2022.
C. Remarks: None.
D. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above).
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Philip Shannin, Appeal Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
AND
PHILIP.A. [e-mail]. MIL
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable .

SAW-2021-02531
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
April R. Digitally signed by April
p R.Norton
Norton Date: 2022.03.16
Corps Regulatory Official: 15:11:38-04'00'
April Norton
Date of JD: 03/16/2022 Expiration Date of JD: Not applicable
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete our Customer Satisfaction Survey, located online at https://regulatory.ops.usace.army.mil/customer-service-survey/.

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Comet Development, LLC., Attn: Seth Coker File Number: SAW-2021-02531 Date: 03/16/2022
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
x
SECTION
Additional
or the
I - The following identifies your rights and options regarding an administrative appeal of the above decision.
information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
Corp&regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT a
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: April Norton
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
If you only have questions regarding the appeal process you may
also contact:
MR. PHILIP A. SHANNIN
ADMINISTRATIVE APPEAL REVIEW OFFICER
CESAD-PDS-O
60 FORSYTH STREET SOUTHWEST, FLOOR M9
ATLANTA, GEORGIA 30303-8803
PHONE: [phone]; FAX [phone]
EMAIL: [e-mail]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,
consultants, to conduct investigations of the project site during the course of the appeal process.
notice of any site investigation, and will have the opportunity to participate in all site investi
and any government
You will be provided a 15-day
ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: April Norton, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Philip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 3/16/2022
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Joshua Harvey - 8412 Falls of Neuse Road, Raleigh NC 27615
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Raleigh, Comet, SAW-2021-02531
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Wake City: Wake Forest
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.898788 Long.: -78.502196
Universal Transverse Mercator: NAD 83
Name of nearest waterbody: Toms Creek (C;NSW)
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: 3/16/2022
Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
B
35.898840
-78.505500
70 ft.
Perennial Stream
Section 404
D
35.898409
-78.503841
1000 ft.
Perennial Stream
Section 404
E - p
35.898668
-78.501713
380 ft.
Perennial Stream
Section 404
E - i
35.899025
-78.500619
390 ft.
Intermittent Stream
Section 404
LW1
35.898427
-78.502362
0.010 ac.
Linear Wetland
Section 404
W6
35.898260
-78.501909
0.038 ac.
Wetland
Section 404
Pond 1
35.897821
-78.504211
0.054 ac.
Pond
Section 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be"waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
0 Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: S&EC
Map: Wetland Sketch Map
n Data sheets prepared/submitted by or on behalf of the PJD requestor.
Office concurs with data sheets/delineation report.
n Office does not concur with data sheets/delineation report. Rationale:
X
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑ U.S. Geological Survey map(s). Cite scale & quad name:
Wake County Soil Survey Sheets 22 & 31
Natural Resources Conservation Service Soil Survey. Citation:
■
1 "=1000' & 2019 Wake Forest & Rolesville Quads
National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
n Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
April R. Digitally signed
by April R. Norton
Date: 2022.03.16
Norton 15:16:40 -04'00' -05'00'
Signature and date of
Regulatory staff member
completing PJD
Digitally signed by Joshua
Joshua Harvey DateHarvey
: 2021.11.22 15:43:13
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
1 Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

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STREAM C
- IMPACT #4
HARTHAM
PARK AVE
lrr
-
COMET RALEIGH APARTMENTS
TOTAL IMPERVIOUS AREA = 259,606 SF
TOTAL IMPERVIOUS PERCENTAGE = 29.14%
RESTORATION NOTES FOR TEMPORARY IMPACTS:
WETLANDS ARE TO BE RETURNED TO ORIGINAL
GRADE AND SEED WITH WETLAND SEED MIX.
STREAMS SHOULD BE RETURNED TO ORIGINAL
CONTOURS AND CORE FIBER MAT EMBANKMENTS
AS NEEDED.
IMPACT TOTAL
ZONE 1 ROAD IMPACT
19,378 SF
ZONE 2 ROAD IMPACT
10,470 SF
ZONE 1 ALLOWABLE UTILITY IMPACT
1,898 SF
ZONE 2 ALLOWABLE UTILITY IMPACT
1,902 SF
ZONE 1 ALLOWABLE BUFFER IMPACT
714 SF
PERMANENT STREAM IMPACT
860 SF
197 LF
PERMANENT STREAM IMPACT -
NO LOSS(RIP RAP)
520 SF
93 LF
TEMPORARY IMPACT TOTAL
TEMPORARY STREAM IMPACT I 641 SF 167 LF
SHEET 1
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
250'
0
NORTH
0 250'
500'
SCALE: 1" = 250'
REVISIONS:
(1) REVISED PER SBEC COMMENTS. 12/13/2021
(2) REVISED PER SBEC COMMENTS. 01/03/2022
COMET RALEIGH APARTMENTS
OVERALL KEY MAP
2801 FORESTIVILLE RD
RALEIGH, NC

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CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
180'
NORTH 180'
SCALE: 1" = 180'
360'
REVISIONS:
(1) REVISED PER SBEC COMMENTS. 12/13/2021
(2) REVISED PER SBEC COMMENTS. 01/03/2022
COMET RALEIGH APARTMENTS
EXISTING CONDITIONS
2801 FORESTIVILLE RD
RALEIGH, NC

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V -� V A \\ �t/A/
AVJ
AA \ \ V A \ \ STREAM B / A \
\\ \ \ \ \ \ \ I \ i
vv v vv vv 1 v \ vA \ 96
\ \ \ \\ \ \ \\ \\ \ \ l \ \ `\ \ V ' ,.
\\ \\ \ \ 1 \- - A \ %�
1
\`\`. \ \ \�\ \\^`
\\ \ \ \\\ \\\\\\\\ \`\\\\\`\ \ \\�\ \\ \\ \' ,,- e-
\\`\\ `\\\`\\\ \\\\\\\ \\ \ \\ \ \ ,
4 �� \
\\\�\A A\`\\\`V \ \`\\\ `V V ` \ °��Q�
\ vyvvvv v v vv V`vvv w vv v vv v y:
A\ \ \\\
\�`\ \ \\\\\\\ \ `\ `
\ V \ V \ V A
ram. \ \ \ �-�
\ \
ZONE 1 ROAD IMPACT
5,515 SF
\ ZONE 2 ROAD IMPACT
2,624 SF
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
/ 1 / / / /
/ /
I
I, PROPOSED TREELINE
STREAM PERMANENT ‘\ /\ / DISTURBED LIMIT
IMPACT NO LOSS \ \ \ LINE (TYP.)
I '(RIP RAP). 55 LF, 240 SF \ \dddd
\ \
\ \
\ \
30' 0 NORTH 30'
60'
SCALE: 1" = 30'
ZONE 2 ROAD IMPACT
2,749 SF
ZONE 1 ROAD IMPACT
5,774 SF
STREAM PERMANENT
IMPACT 140 LF, 653 SF
\ \ ZONE1 IMPACT FOR
\ TEMPORARY CONSTRUCTION ,I
/ BY-PASS BERM** \�
STREAM TEMPORARY
CONSTRUCTION / BY-PASS BERM
IMPACT 36 LF, 96 SF
ORDINARY HIGH \\
WATER MARK (TYP)
EXISTING TOP
OF BANK (TYP)
REVISIONS:
(1) REVISED PER S&EC COMMENTS. 12/13/2021
(2) REVISED PER S&EC COMMENTS. 01/03/2022
IMPACT TOTAL
ZONE 1 ROAD IMPACT
11,288 SF
ZONE 2 ROAD IMPACT
5,373 SF
PERMANENT STREAM IMPACT
653 SF
140 LF
PERMANENT STREAM IMPACT —
NO LOSS(RIP RAP)
240 SF
55 LF
*RIP RAP TO MATCH EXISTING CHANNEL GEOMETRY
**TEMPORARY BY—PASS BERM WITH TEMPORARY BY—PASS
PUMPING FOR PIPE INSTALLATION.
COMET RALEIGH APARTMENTS
IMPACT #1 ROAD CROSSING
2801 FORESTIVILLE RD
RALEIGH, NC

28
28
27
27
26
36" MIe
COVER
—'``
SIN
PROPOSED G
/TCH
DE
12'
WATER
MAIN
/LIN
P%
\
CLEAR
—
—
--
-
>
66" RCP
IDUAL
DUAL 66"
RCP
IIi
54
L x 16'W x 24"D
D
(M
-10" D-15"
•TCH EXISTING
-
(1) 66" RCP BURIED 12" TO
ALLOW AQUATIC PASSAGE
—
—
— —
— —
r..` RI'RAP
I I I1V7I I
aVleI
- •
RY)
—
ENDWALL
SW
.-hU
INVIN=269.50
UMiiiiiiiiii
W65 •••••••••••••••••••'
ii
STREAM BCTTOM
NDWALL
NV OUT=268.75
CHANNEL
CROSS SECTION
A�
IMPACT
ROADWAY
CROSS S
CTION
ALLOWAQUATCPASSAGE
• 1z TO
RETAINING
WALL
0
R
N
0
0 r
0
r- n
N N
N- u)
0 Lri
N- n
N N
o
� n
In 0
n
N N
co
O ro
o 0
r- r
N N
coo_
N
o 0
N- r
N N
co
0 p
N r
N N
v
c0
0 6
N co
N N
.1-Lo
7 r')
m 6
CO co
N N
N
a)
N
285
280
275
270
265
10+00
11+00
12+00
13+00
SHEET 4
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
(1) REVISED PER SBEC COMMENTS. 12/13/2021
(2) REVISED PER SBEC COMMENTS. 01/03/2022
COMET RALEIGH APARTMENTS
IMPACT #1 ROAD CROSSING
PROFILE
2801 FORESTIVILLE RD
RALEIGH, NC

/
//
11+08.36
/ )
/ STREAM PERMANENT
/ IMPACT NO LOSS
/ '(RIP RAP)= 38 LF, 280 SF
EXISTING TOP
OF BANK (TYP.)
STREAM D
ORDINARY HIGH
WATER MARK (TYP.)
ova
rr
/ N C
j
i / /
/ /
/ 7
90 /
/ / /
/ zLLa /
/ / PROPOSEDTREELINELIMIT�
/ DISTURBED LIMIT
LINE (TYP.)
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
20' 0 NORTH 20'
SCALE: 1" = 20'
40'
PROPOSED TREELINE
/ DISTURBED LIMIT
\ - ZONE 2 ROAD IMPACT \ \ 7
2,465 SF
ZONE1 ROAD IMPACT - �, \
- 3,789 SF
LINE (TYP.)
7
STREAM PERMANENT
IMPACT 57 LF, 207 SF
STREAM TEMPORARY EXISTING TOP
CONSTRUCTION / BY-PASS OF BANK (TYP.)
IMPACT 15 LF, 41 SF -
— ORDINARY HIGH
WATER MARK (TYP.)
REVISIONS:
(1) REVISED PER S&EC COMMENTS. 12/13/2021
(2) REVISED PER S&EC COMMENTS. 01/03/2022
ZONE 1 IMPACT
FOR TEMPORARY
CONSTRUCTION /
BY-PASS BERM**
ZONE 1 ROAD IMPACT _
4,301 SF
ZONE 2 ROAD IMPACT
2,632 SF
—295 —
IMPACT TOTAL
ZONE 1 ROAD IMPACT
ZONE 2 ROAD IMPACT
PERMANENT STREAM IMPACT
PERMANENT STREAM IMPACT -
NO LOSS(RIP RAP)
8,090 SF
5,097 SF
207 SF
280 SF
57 LF
38 LF
*RIP RAP TO MATCH EXISTING CHANNEL GEOMETRY
**TEMPORARY BY-PASS BERM WITH TEMPORARY BY-PASS
PUMPING FOR PIPE INSTALLATION.
TEMPORARY IMPACT TOTAL
TEMPORARY STREAM IMPACT
x x
x x x x
x x x x x
x x x x x
41 SF I 15 LF
ZONE 1 ROAD IMPACT
ZONE 2 ROAD IMPACT
STREAM IMPACT
STREAM IMPACT NO LOSS (RIP RAP)
TEMPORARY STREAM IMPACT
SHEET 5
COMET RALEIGH APARTMENTS
IMPACT #2 ROAD CROSSING
2801 FORESTIVILLE RD
RALEIGH, NC

305
300
295
290
285
283
PROPOSED
GRADE
\
\11
36" MIN
OVER
8" WATER
LINE
SEGMENTAL
RETAINING
PLAN VIEW
LOCATION
BLOCK
WALL SEE
FOR WALL
& DETAILS.
_ /'
--
--
��
N—
8" RCP
8" PVC GRAVITY
SEWER
24"
MIN
24" MIN
CLEAR
CLEAR
—
UAL 48" RCP
�—
_
(1) 48" RCP BURIED
12" TO
S !REAM
ks01 I OM
-
ALLOW AQUATIC
PASSAGE
1
ENDWALL
DUAL "
INV
OUT=284.9C
--�i§.____
(1)48"RCP BURIED 12"TO
AQUATIC f
—
_ _
RIPRAP
_
_ _
GLASS "3"
38'L x 12'W
KII'KAF' PAD�,
x 24"D
ALLOW ASSACE
U5o=1D" UMAx=1b"
(MATCH EXISTING
IMPACT
ROADWAY
CROSS SEC
6N
NN
CV o
6N
g o m
6N coN
m
CHANNEL CROSS SECTION AT
RETAINING WALL
305
300
295
290
285
283
10+00 11+00 12+00 SHEET 6
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
(1) REVISED PER SBEC COMMENTS. 12/13/2021
(2) REVISED PER SBEC COMMENTS. 01/03/2022
COMET RALEIGH APARTMENTS
IMPACT #2 ROAD CROSSING
PROFILE
2801 FORESTIVILLE RD
RALEIGH, NC

e Ar
vallW
t1/40 I I 1 I 11"01 War/
- vpv
O
6
/
///r
— i// /
/- --� -
/ 305'
/
�/ / /
/ /
/,
/ / i — _ — — — EXISTING TOP
/ % _ -- -- . OF BANK (TYP.)
7 ZONE2ALLOWABLE i
/- UTILITY IMPACT 669 SF — — — —
/ / ZONE 1 ALLOWABLE
/ UTILITY IMPACT 946 SF
/
/ / _ //
/ / / / EXISTING TOP / / / / /r
/// / / OF BANK (TYP.) •/ / / / / / \
/ / / �/ c—
/ / / r—�� // / ,1/.
—h\
/ / / /./—
// --- — — ,I \ --\
//
)
/ // STREAM 0
/7 I/ /, -N//
//
1
i/—///7— :// /
J /
I /
TEMPORARY \ / /
IMPACT 31 LF, 504 SF ( / I I /
.1� v v / / /
l ZONE 1 ALLOWABLE l
UTILITY IMPACT 953 SF - �'� / / . j� r /
/
STREAM E
/ I �
N •
N
ZONE 2 ALLOWABLE (
UTILITY IMPACT 632 SF \ )
7
PROPERTY LINE
(TYP.)
PROPOSED TREELINE /
DISTURBED LIMIT LINE (TYP.) / /
1
IMPACT TOTAL
ZONE 1 ALLOWABLE UTILITY IMPACT
1,898 SF
ZONE 2 ALLOWABLE UTILITY IMPACT
1,301 SF
*RIP RAP TO MATCH EXISTING CHANNEL GEOMETRY
TEMPORARY IMPACT TOTAL
TEMPORARY STREAM IMPACT I 504 SF I 31 LF
111
-"O000Q0'0—
000D�OOC
p000000
0000pOr
ZONE 1 ALLOWABLE UTILITY IMPACT
ZONE 2 ALLOWABLE UTILITY IMPACT
TEMPORARY STREAM IMPACT
SHEET 7
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
o NORTH
30' 30'
60'
SCALE: 1" = 30'
REVISIONS:
(1) REVISED PER SBEC COMMENTS. 12/13/2021
(2) REVISED PER SBEC COMMENTS. 01/03/2022
COMET RALEIGH APARTMENTS
IMPACT #3 UTILITY CROSSING
2801 FORESTIVILLE RD
RALEIGH, NC

310
305
300
295
290
287
\
)1\
\
FASTING
GRADE
N
\
\
/
/
N
N
I -
/
\
\
\
/�
/
\
/
/
\
\
/
/
\
\
/
/
\
/
STREAM BCTTOM-
36"
MIN
COVER
m 0
JH
I
7
Qr'
'Amom.Lyj
tQF
0) V
z0
2»>
coRKZ
Z
iA
N
'LU0
r�>
NK?
o
0
r0
00), N
0)
0 0
co M
N N
N- v
0 0
co M
r uO
v
0 0
r) r')
uM), 0
ro
0 m
M N
U) N
(0 r6
0) 0
N r7
0
ri vi
0 0
CO 0'J
00)), N
v
o 0
r) to
N y
6 vi
0 0
M r)
co
ui
0
co
10+00
11+00
12+00
13+00
310
305
300
295
290
287
SHEET 8
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
(1) REVISED PER SBEC COMMENTS. 12/13/2021
(2) REVISED PER S&EC COMMENTS. 01/03/2022
COMET RALEIGH APARTMENTS
IMPACT #3 UTILITY CROSSING
PROFILE
2801 FORESTIVILLE RD
RALEIGH, NC

CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
ZONE2 ALLO ABLE
UTILITY IMPACT
601 SF
CLASS "1" RIPRAP PAD
8'L x 6'W x 24"D
D5o'4" ,6"
•
ZONE 1 ALLOWABLE
BUFFER IMPACT
713SF
PROPOS D TREELINE
/ DISTUR ED LIMIT
LINE (TYP.)
ORDINARY ,. — —
HIGH WATER /
MARK (TYP.) /
/ /
// 7 // ,J A
/
20' 0 NORTH 20'
40'
SCALE: 1" = 20'
REVISIONS:
(1) REVISED PER S&EC COMMENTS. 12/13/2021
(2) REVISED PER S&EC COMMENTS. 01/03/2022
COMET RALEIGH APARTMENTS
IMPACT #4 UTILITY CROSSING
2801 FORESTIVILLE RD
RALEIGH, NC

PUMP -AROUND PRACTICE
Silt Bag os shown
in detail 3.25.
pumps should discharge
onto a stable velocity
dissipotor de of rip rap
PLAN VIEW
WORK AREA
LENGTH NOT TO EXCEED
THAT WHICH CAN BE
COMPLETED IN ONE DAY
SECTION A —A
sump -hole
or pool
(12" 0 1E" deep
w/ 2 diameter)
base flow + 1 foot
(2 foot minimum)
cross section of sandbag dike
PUMP -AROUND PRACTICE
DESCRIPTION:
The work should consist of installing a temporary pump around
and supporting measures to divert flow around in -stream construction sites.
IMPLEMENTATION SEQUENCE:
Sediment control measures.
s
s, pump -around practices, and associated channel and bank
construction should ebecompleted in the following sequence(refer to Detail 2/SEI):
1 Construction should not begin until all sediment and erosion control measures
have been installed and approved by the engineer and the sediment control inspector.
The contractor should stay within the limits of the disturbance as shown on the plans
and minimize disturbance within the work area whenever possible.
2 Upon installation of all sediment control ma and approval by the sediment
control inspector. the contractor should begin work sat the upstream
section and proceed downstream beginning with the establishment of stabilized construction
entrances. Ins work may begin downstream if appropriate. The sequence of
construction must a befollowed unless the contractor gets written approval for deviations
from the engineer or local authority. Work should not be conducted in the channel during
ram events.
3 Sandbag dikes should be situated at the upstream and downstream ends of the work
area as shown on the plans, and stream flow should be pumped around the work area.
The pump should discharge onto a stable velocity dissipater made of riprap.
4 Excavated topsoil and subsoil should be kept separate. placed on the upland side of
the excavation, and replaced in their natural order.
5 All construction should take place during stream low flows. The length of construction
Lime should be limited to a maximum of 2 days for each crossing.
6 Water from the work area should be pumped to a dewatering bag as shown in detail 3.25.
The measure should be located
such thatthe water drains back into the channel below the downstream sandbag dike.
7 Traversing a channel reach with equipment within the work area where no work is proposed
should be avoided. If equipment has to traverse such a reach fora s to another area,
then timber mats orsimilar measuresn
should be used to minimize disturbance to the channel.
Temporary stream crossings should be used only when necessary and only where noted on the
plans or specified.
8 All stream restoration measures
s s should be installed a indicated by the plans and all
banks graded in accordance with the grading plans andtypical cross -sections. A11 grading
must be stabilized at the end of each day with seed and mulch or seed and matting as
specified on the plans.
9 After anarea is completed and stabilized, the clean water dike should be removed.
After the first sediment flush. e new clean water dike should be established upstream
from the old sediment dike. Finally, upon establishment of a new sediment dike below
the old one, the old sediment dike should be removed.
10 The contractor is responsible for providing access to and maintaining all erosion
:knd sediment control devices until the sediment control inspector approves their
removal.
PUMP AROUND PRACTICE
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
REVISIONS:
(1) REVISED PER S&EC COMMENTS. 12/13/2021
(2) REVISED PER S&EC COMMENTS. 01/03/2022
SHEET 10
COMET RALEIGH APARTMENTS
DETAI LS
2801 FORESTIVILLE RD
RALEIGH, NC