20220060 Ver 1_More Information Received_20220223

Strickland, Bev
From: Camden Brunick <[e-mail]>
Sent: Wednesday, February 23, 2022 12:18 PM
To: Norton, April R CIV USARMY CESAW (USA)
Cc: Cohn, Colleen M; Deborah Shirley
Subject: [External] RE: Request for Additional Information (SAW-2021-02531) Comet Raleigh
Apartments
Attachments: Impact Maps compiled.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good afternoon April,
I am a little confused as to how the permanent stream loss impacts total greater than 0.02 acres? I am calculating 860 SF
of permanent stream loss which totals 0.0197 acres.
653 SF of permanent stream impact for impact 1 + 207 SF of permanent stream impact for impact 2 = 860 SF? I could be
missing something here, so please let me know. I've reattached the impact maps that were included within my PCN
attachments in the PCN application above.
Thank you,
CAMDEN BRUNICK
Environmental Consultant
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
[phone](cell)
From: Norton, April R CIV USARMY CESAW (USA) <[e-mail]>
Sent: Wednesday, February 23, 2022 10:41 AM
To: Camden Brunick <[e-mail]>
Cc: Cohn, Colleen M <[e-mail]>
Subject: Request for Additional Information (SAW-2021-02531) Comet Raleigh Apartments
Dear Camden Brunick,
Thank you for your Preconstruction Notification and attached information, dated 1/10/2022, for the above referenced
project. I have reviewed the information and need clarification before proceeding with verifying the use of Nationwide
Permit (NWP) 29 (https://saw-reg.usace.army.mil/NWP2021/NWP29.pdf).
Please submit the requested information below (via e-mail is fine) within 30 days of receipt of this Notification,
otherwise we may deny verification of the use of the Nationwide Permit or consider your application withdrawn and
close the file:
i

1) Cumulative permanent stream impacts for this project appear to exceed the 0.02-acre threshold per NWP 29
Regional Condition 3.2, and therefore compensatory mitigation would be required. My calculation indicates that
0.0213 acre of streambed would be loss because of the proposed impacts. Please verify if this is correct.
Should the proposed impacts exceed the 0.02-acre threshold, please submit a compensatory mitigation plan.
The mitigation rule generally prescribes purchasing stream credits first through a mitigation bank with stream
credits available in this 8-digit HUC, or second through the NC Division of Mitigation Services; please provide a
mitigation acceptance letter from your proposed compensatory mitigation provider. Typically, compensatory
mitigation is required at a 2:1 credit to impact ratio unless otherwise justified based on evaluation of aquatic
function.
2) Given the proximity of this project to known populations of several threatened/endangered mussel species, as
well as potentially suitable habitat for these species occurring the project action area, we will initiate informal
consultation with the US Fish and Wildlife Service (USFWS). Please note that the Corps cannot verify the use
of an NWP until Section 7 consultation is complete.
Please let me know if you have any questions.
Sincerely,
April Norton
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]
2

11
HARTHAM
PARK AVE
STREAM C
1 M PACT #4
a \ I
i
vgN•
444
H
I
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
641 SF
67 LF
SHEET 1
CE GROLP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
250'
NORTH
0 250'
SCALE: 1" = 250'
500'
REVISIONS:
(1) REVISED PER S&EC COMMENTS. 12/13/2021
(2) REVISED PER S&EC COMMENTS. 01/03/2022
COMET RALEIGH APARTMENTS
OVERALL KEY MAP
2801 FORESTIVILLE RD
RALEIGH, NC

(• „5�5 (/ 1",VA,I // �or�y�\--y '/�� �� / �� 1'i ---
I, �III
, k� „\s,_&�8\ �} 4 4 , d� \ �\ \ \ Z ,--..- / i�
'. VA 5 \VA � , S V � , � � s OVA \ A \ \ _r j- ,
\ J 155±` _ >' ? \� \ \\ / 290 = ^ - ' �� \\ \ r ' 295
2 — vAVA/ r -7r r� -
J II \ i A �S _ \ �A����= 285 — — \N. / /G��
� -- R ,o� A v \ = r= =��-\V '§ZREAM =29 )I I)
�% �AG��A r`=j ' �� = - 2801�� VA �A� —r % . r- — .1�/ I �
�V �L . �� p I
! 55?2s �. j V� �� 1 i 9 1
Iv //r -� -may"CD o f.0 � 4
ilr
\5�1\� �Jl��7�j� �svAvv\ Vv ?t 1
L , / I) III � //� 5 AVA���1��\� A \ I I ' \ I //�� / / /
L���,, II(/ 5 \\\ VA\V5 ��
(� I� / // / \ V\\V� \ V �'� \
��,, I IIII III(/ (/ I �i0���\\�VA� \ �t►� �\ VA \\V V / / �� (\ A , \ v
LZ I J 11
1 V A\
1
. �I IIII a1loo
11' \»
\
LOT 2 ���
lin �� N/F ) 2 L' v. 5 -- v �a �/
I�VA V . PERRY FARM LLCJ ) \ -�/�� _ -- 7
\A \\ PIN 1748-73-3146 ( L \, �� .__, r
\ \ TDB 12849 PG 1995" \•. L — � - -\`' _./
�\\\\ BM 2007 PG 1418 1 1�'Th
I� \ VA , ZONED CX-3-CU ri� A�,� r
n �\\ V A\A VACANT 7-/� 5
h\`\ \\ \ \ z 1 �/-�^/�
J\\\ \ VA US4011SCO R511Eo/
III A (\ 7 ACoE S RIG -FIT -OF -WY L� 5 ��
III �1(� V \ \ \� ) %�
\ .•\/ /t
•
ph //
/y !�\��\sue ��`�' a� \30 `` -%f� f y `\��\ ��\ \\ �,` �\ \\1���\ `1 I�\�)\tI\1\�L\c�\��
.. �'`� --�-i- . �i �� \\ 1 \ v -- g) l p ,' J -V A C� --' V \ VV V I
//_v�-_ti, r;-,,Tvac., v.�--,v ,/----r1,r1c �— / w ~ ,7_I I,, -'`>>�vv�_ --,, A;,vv ,� =�-,�, �,�1
POND 2
(�����z8��/��� //! J//i//
r - '/ / V �21.6ny1 a 315� \ VA VV \ \
--,--
// VA ��� t VA / VA �� / ��3 �A ] li //// j/ `r /
as N 2 J \ \ \ \� �tlF - (TY-P �\\ / 305 i _f / _ i0 mob. /,�/ 33 J \
\ \ \\\ \ ` % 1— 300 \\ �\ ��� 2e Loaf �tls 0 - / /i �/ ���� -- �/ �. / // / 0 /
\ c9 I ` \ / -� r r/
\ `1 \ \\�\\ 29 \ ��\300� � WETLAND / ����� / %�� � ;fr I I ,: / 1.
_ I
��� �� — �' 290, ��95 -� ��o��— / % S 3 ,/ /
vv /� o,�_ =�/t 5/ le','--'>-'��,a�s�� �� /- 11i 1�( 1��o c l5 �—_if wL\VA rJ�� -z8ZaQ,. 995 5�� — =j' /� ��' J;.Z.i�'o. .- ���b-' fi r ,p° /Jt 1f I 1 I ram �
i �� i ,:by, —ram / E �— c� , i%j I �` r— / ` / �� % \ \
�� 280-/ / - STREAM Doi — — � �� - -- � / %� W o /
\3 — S % i
—/ rI r( ( i/ ri %/�i_77___ Avwv� vv v v
IIII / fj '...:":-IC'',:
/0 �/_ 7� \0 :7_7-
; :::^��\\\\\\\(� \� \^1 t I \ ��V„�./�w/�/ �.� v / \\`�_ ) / : w ' r ,� \ `„ Z�� �.� \ \\ \ \ \� \� \� f-
\ � \ I A ....--/ --/ � �/ / /j/ ram, 3h v 3i5 � 5 � A\\�� V V�� \� � �
/1 �� %. ��/ / /� ��� tir5 A \\\\ \ •��
\ �� wry �— �� ��/�yw���1v �)v �v v ��-�
��\ / I� z / %�/� rr / VA ✓ ✓ —� A \\� �—
_�v 300
/� /� v /-. / - \ti ass �` — ti\VAV� < t �\ \
� // `'/� /// // v f �� r `1 \\\ 4
i �0 /j/ r i� / 0 'r' / ✓ /��- AVA� OVA \ \/�
0, / /�/�/�� �/� � V � ° < - ( -\) �' f' \ VA\AV VL -� �
" j�i!� - /,J7'7 \\A\1A, ri \ 7 0 A �L \ V A o AVA AwA�A �jl(
/ / ° \�� — �� i '-- V` 2 V Q e130 � � ti
— v ti v v ti _� �� �� n,�� i:v:1T o vet ��
I -- - ter- �\L\ 1\ \ \\�\ �- -,� \\ \� \ \ \ ') < ��� \
v� �� �� v v��_ v �v / iv/ 1 /
--- �� v5�
ti /o�� ti�J�� l a qv ;� v v v t //'JI ��
//ii� / Z \ z ` 'J I J _ f 7 ,� , �- _ L l \ \ o I 1 (, / I/f /7/ 43:5- \--7 \\, '' ,1 \ \\
280
a
CE GROLP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
180'
NORTH
0 180,
SCALE: 1" = 180'
360'
REVISIONS:
(1) REVISED PER S&EC COMMENTS. 12/13/2021
(2) REVISED PER S&EC COMMENTS. 01/03/2022
COMET RALEIGH APARTMENTS
EXISTING CONDITIONS
2801 FORESTIVILLE RD
RALEIGH, NC

\ \\ \ Q \ \ \ \((r, \\ \4
\1\ \ \1) ` /\/1 \
\ \ \ \ \ ( \ STREAM B / \ \
\\
\\ 1
1 \\ \\ 1 \ \\ V A V A \ \ \V,, 121 \'\
1 \ \ \
\
\ \ N \....... ____-___\ 444..
\ \ \ \ \ .'ie* -
\ STREAM PERMANENT
IMPACT NO LOSS
'(RIP RAP)= 55 LF, 240 SF
EXISTING TOP -
OF BANK (TYP)
/ /
/ /
/ /
/ / /
PROPOSED TREELINE
/ DISTURBED LIMIT
LINE (TYP.)
ZONE 2 ROAD IMPACT
2,749 SF
ZONE 1 ROAD IMPACT
5,774 SF
STREAM PERMANENT
IMPACT 140 LF, 653 SF
1 ZONE 1 IMPACT FOR
TEMPORARY CONSTRUCTION
/ BY-PASS BERM**
STREAM TEMPORARY
CONSTRUCTION / BY-PASS BERM
IMPACT 36 LF, 96 SF
ORDINARY HIGH
WATER MARK (TYP) \ \
EXISTING TOP
OF BANK (TYP) \
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.
TEMPORARY IMPACT TOTAL
TEMPORARY STREAM IMPACT
96 SF
21 LF
W••••••••••
1••••••••••••••••••
ZONE 1 ROAD IMPACT
ZONE 2 ROAD IMPACT
STREAM IMPACT
STREAM IMPACT NO LOSS (RIP RAP)
CEGRO[.P
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0 NORTH 30'
SCALE: 1" = 30'
60'
REVISIONS:
(1) REVISED PER S&EC COMMENTS. 12/13/2021
(2) REVISED PER S&EC COMMENTS. 01/03/2022
COMET RALEIGH APARTMENTS
IMPACT #1 ROAD CROSSING
2801 FORESTIVILLE RD
RALEIGH, NC

285
280
275
270
265
I
36"
COVER
MI
CATCH
—�
BASIN
PROPOSED GRADE
12'
WATER
MAIN
18"
RCP
24"
MIN
CLEAR
•
DUAL
66" RCP
DUAL 66"
RCP
"3"
CLASS
54
RIPRAP
L x 16'W x 24"D
PAD
—D50
(MATCH
10" DMAx-15"
EXISTING
(1) 66" RCP BURIED 12" TO
ALLOW AQUATIC PASSAGE
—
— —
AT
—
=.A_
••
RIPRAP
ewe.. —
CHANNEL
GEOMETRY)
—
—
._
ENDWALL
•••�•••••••••r
••o•••••••••••••••••••••
••••••••••••••••••••••••
••u••••••••••••••••••ri••
INV IN =269
50
`•••••••••••••••••••••••••••••i••••••••••••••••••
t•••••
••••••••••••••••••••••�••••••
�•••••••••••••••••••••••••••••••••••••••••
ENDWALL "'
INV OUT =268.75
CHANNEL CROSS SECTION
STREAM BOTTOM
—
CROSS SECTION
I
:." RCP BURIED
kLLOWAQUATICPASSAGE
IMPACT
—
ROADWAY
12" TO
RETAINING WALL
0
(V
O
O r-
o
r
N cv
N- u
O cri
N cv
O
LQ r
LC) o
N cv
co
CO r7
O o
r
N N
co
N _.-
0 o
N- r
N CV
O
(._
O o
N- r
N cv
CO d-
O o)
Co
N cv
.1-Ln
r)
O) o
CO CD
N cv
N
O)
O
N
285
280
275
270
265
10+00 11+00 12+00 13+00 SHEET 4
CE GROLP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
(1) REVISED PER S&EC COMMENTS. 12/13/2021
(2) REVISED PER S&EC COMMENTS. 01/03/2022
COMET RALEIGH APARTMENTS
IMPACT #1 ROAD CROSSING
PROFILE
2801 FORESTIVILLE RD
RALEIGH, NC

•
EXISTING TOP
OF BANK (TYP.)
ri�ea/!// lrrl /! . ..
/!11 III/ /litla IIl/ li.p 1/1� ' k .
rii'�iiiiiiii//' ��►:�r/°iiii/iiiii�'iiiii�/�� • niiil• iiiii' //iia.,
��%i•��/niiii/'rnliilvii!//i►ii�i/'!;iiii�/�����I/�r:/� iiiii /i11;'ierciiiiin�iiiinumnrl� ��iii/y► ==�Iv/l i►
i jii'1�1�\�111//rlm��/■1//�% 1�///■'/!!11 I���//• 11!/l111r Irl�l/G. /1■pl 11!/If���!// / \/!/
i�//��11!/��111�!1�1��/IlI��I/ //�/ .... l_I//!/! umen..."...rmminammusl1/II////�i�///!!��/ii/!■/k
1\�!/!rl//:%1 � /11�11�//� _ /I/�1�1%//■li y!///II �I//■11/III�i/11/!//\���//C►i�1111///I�%11��1\ /1�1%��i
///rl■■ /Irl�� /'r/rl/ II!!//!%iors.a\/ ' aij/11///liraip/11���!/ a ��I'//■, 11!!!!//a
i.....................
an ni is mumm uiismacnimui iir a iii ri�n/i:'i%ie ii i/i i!v�ii/ii/r��ll� i/�Ili■i �!hiiii/ i�i/►
a/ Ir .. mgr.— /r !r/ ./ /r
iii commix /■/iiuii anion //■. j 1110N' 'r�-� �Illuvini/■//■rl 111151llii:61 .iv�ii �►
h nt ■!n� I �i 'I�i1v �r/� ■Aol
Il11/�lrq/il/1p11■■,_ qp/p///�/il/.!!//1////1■ lr�i/11/ !I/!' - . r
vll!/ 11111 I 011
1 !r is/- /!�
u/..- .■III _ �� ` w nin■�--'
111' I� I �,�1 ...ol
I ilii
IL( STREAM PERMANENT.II►►.� dull:111111kii
• �� I�,IMPACT 57 LF, 207 SF
II 1
1
STREAM PERMANENT � � II 'iIMPACT NO LOSS1 1��, I �II���I�IcU4B�FDU'
iiii `(RIP RAP)= 38 LF, 280 SFr' I II 1�Fl�Tq A�48"RCpIISTREAM TEMPORARY
�Q 1 i -�1'i1IMPACT15LF,41SF
.��o — —
11+08.36
STREAM D
ORDINARY HIGH
WATER MARK (TYP.)
//
N
fV Z u_
/CO
/ i/
PROPOSED TREELINE_]
/ DISTURBED LIMIT
LINE (TYP.)
PROPOSED TREELINE
/ DISTURBED LIMIT \
LINE (TYP.) \
\ ZONE 2 ROAD IMPACT
2,465 SF
ZONE 1 ROAD IMPACT
\ 3,789 SF
..On11//O/1I�111■rQ��'�.� "► i ` ■yr
I ��1��.■� , 04,64,b1►��� i1111'llll
7
77
77
77
EXISTING TOP
OF BANK (TYP.) 7-
\ ORDINARY HIGH
WATER MARK (TYP.)
77
ZONE 1 IMPACT
FOR TEMPORARY
CONSTRUCTION /
BY-PASS BERM**
�29p
77
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
.••••••••••.
.0.0000.4.0000.
••••••••••••••
0.0000.4.0000.
!00000
•••••••
x x
x x x x x
x x x x x
x x x x x
41 SF
15 LF
ZONE 1 ROAD IMPACT
ZONE 2 ROAD IMPACT
STREAM IMPACT
STREAM IMPACT NO LOSS (RIP RAP)
TEMPORARY STREAM IMPACT
SHEET 5
CEGRO[.P
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
20' 0 NORTH 20,
SCALE: 1" = 20'
40'
REVISIONS:
(1) REVISED PER S&EC COMMENTS. 12/13/2021
(2) REVISED PER S&EC COMMENTS. 01/03/2022
COMET RALEIGH APARTMENTS
IMPACT #2 ROAD CROSSING
2801 FORESTIVILLE RD
RALEIGH, NC

305
300
295
290
285
283
PROPOSED GRADE
36" MIN
COVER
8" WATE
LINE
SEGMENTAL BLOCK
RETAINING WALL SEE
PLAN VIEW FOR WALL
LOCATION & DETAILS.
STREAM BOTTOM
ENDWALL
INV IN =285.40
18" RCP
24" MIN
24" MIN CLEAR
CLEAR
DUAL 48" RCP
-8" PVC GRAVITY SEWER
(1) 48" RCP BURIED 12" TO
ALLOW AQUATIC PASSAGE
IMPACT ROADWAY CROSS SECTION
ENDWALL
INV OUT =284.90
RIPRAP
UAL '18" RCP
CLASS "3" RIPRAP PAD
38'L x 12'W x 24"D
D50=10" DMAx=15"
(MATCH EXISTING
CHANNEL GEOMETRY)
I
305
300
295
290
(1) 48" RCP BURIED 12" TO
ALLOW AQUATIC PASSAGE
Ln
LO
co
N
CO
N
CO
N
N
ti
ti
CO
N
0
LO
CO
0
O
O
CO
N
0
CO
0
ti
co
N
CO
CO
0
co
N
'CHANNEL CROSS SECTION AT
RETAINING WALL
10+00 11+00
285
283
12+00 SHEET 6
CE GROLP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0 30'
SCALE: 1" = 30'
60'
REVISIONS:
(1) REVISED PER S&EC COMMENTS. 12/13/2021
(2) REVISED PER S&EC COMMENTS. 01/03/2022
COMET RALEIGH APARTMENTS
IMPACT #2 ROAD CROSSING
PROFILE
2801 FORESTIVILLE RD
RALEIGH, NC

NM
7
•
/7
/ / / / EXISTING TOP / / / / / /
/// / / OF BANK (TYP.) / / / / \
/ / / / / /. / // / z_ _ _ ���
/ / 7 // / /! / \
,—'r
7
/ 7
/
i
/
7
7
7
7
7
7
7
7
i
7
7
/
/ --
ZONE 2 ALLOWABLE
UTILITY IMPACT 669 SF
ZONE 1 ALLOWABLE
UTILITY IMPACT 946 SF
/ -
x fr./
41:444V:
, 114% , °,:tvi:.
ASV"
lt NA 4
/ /
/ / /7-
// // / / /
/ / / / / / / 0
/ // / /
/
/ / // r /
/ / // //
I
STREAM TEMPORARY
IMPACT 31 LF, 504 SF
ZONE 1 ALLOWABLE
UTILITY IMPACT 953 SF
2
7
EXISTING TOP
OF BANK (TYP.)
i
ZONE 2 ALLOWABLE
UTILITY IMPACT 632 SF
PROPOSED TREELINE /
DISTURBED LIMIT LINE (TYP.)
PROPERTY LINE
(TYP.)
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
504 SF
31 LF
'Jo
0 0 U
DDOo°0OC
D000�000�nOC
x x x x x x x X
f x x x k x x x
x x x x x x x
x x x ,.
ZONE 1 ALLOWABLE UTILITY IMPACT
ZONE 2 ALLOWABLE UTILITY IMPACT
TEMPORARY STREAM IMPACT
SHEET 7
CE GROLP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0 NORTH 30'
SCALE: 1" = 30'
60'
REVISIONS:
(1) REVISED PER S&EC COMMENTS. 12/13/2021
(2) REVISED PER S&EC COMMENTS. 01/03/2022
COMET RALEIGH APARTMENTS
IMPACT #3 UTILITY CROSSING
2801 FORESTIVILLE RD
RALEIGH, NC

310
305
300
295
290
287
\
\
(
\
EXISTING
GRADE
\
\
/
/
N
—
\
\
/
/
dr
\
\
\
/
/
\
\
/
/
\
\
/
/
\
\
/
/
/
STREAM BOTTOM
36"
MIN
COVER
1
0DIP @0.61% A
J
coII
O_ N
c'(iOM
to
N
J
M p
lI)
0M
0
Zc'.W
<
> 4 cNi W
NN
c'. J II II
RII
H
D
Zc'•WH
<
N I
II
c• J D
gr•WZZ
Gi_ >>
rnzl.any zz
O
i
Z
2c'W0
N(SI
N V
�2i
cnQZ
0
6
r!)
(7)
0) N
d) I<
O 0
Cf) r!)
N I--
4
0 0
Cf) V)
LC)
LI-)
4
0 0
Cf) V)
M
In c9
00
O
Cf)
0)
LO N,—
CO H
(3.-) 0
(-• I V)
0
M
0 0
Cf) V)
0)
0) N
4 c0
0 0
Ce) r!)
N d-
6 6
0 0
(v) r!)
(0
co
In
0
C,)
10+00
11+00
12+00
13+00
310
305
300
295
290
287
SHEET 8
CE GROLP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
30' 0 30' 60'
SCALE: 1" = 30'
REVISIONS:
(1) REVISED PER S&EC 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

7
v
PROPERTY
LINE (TYP.)
ZONE2 ALLO
UTILITY IMPACT
601 SF
CLASS "1" RIPRAP PAD
8'L x 6'W x 24"D
D50=4" DMnx=6"
ZONE 1 ALLOWABLE
BUFFER IMPACT
713 SF STREAM D
7
7
/ 7
L40-280
\.
- - - __ ORDINARY
EXISTING TOP HIGH WATER /
OF BANK (TYP.) MARK (TYP.) /
— --�
PROPOSED TREELINE
/ DISTUR3ED LIMIT
LINE (TYP.)
f-------........
/ / ��
/ A \ ,7 /
/\\� A / 7�
J //
7
IMPACT TOTAL
ZONE 1 ALLOWABLE BUFFER IMPACT
713 SF
ZONE 2 ALLOWABLE UTILITY IMPACT
601 SF
ZONE 1 ALLOWABLE BUFFER IMPACT
ZONE 2 ALLOWABLE UTILITY IMPACT
SHEET 9
CEGRO[.P
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX: [phone]
20' 0 NORTH 20'
SCALE: 1" = 20'
40'
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 as shown
in detail 3.25.
pumps should discharge
onto a stable velocity
dissipator made of rip rap
PLAN VIEW
discharge hoses
WORK AREA
LENGTH NOT TO EXCEED
THAT WHICH CAN BE
COMPLETED IN ONE DAY
SECTION A -A
i�ous sheeting
work area
Ma
AUv/��\'V/RAVI
stream
diversion pumps
sump —hole
or pool
(12" to 18" 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, pump —around practices, and associated channel and bank
construction should be completed in the following sequence (refer to Detail 2/SE1):
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 measures and approval by the sediment
control inspector, the contractor should begin work at the upstream
section and proceed downstream beginning with the establishment of stabilized construction
entrances. In some cases, work may begin downstream if appropriate. The sequence of
construction must be followed unless the contractor gets written approval for deviations
from the engineer or local authority. Work should not be conducted in the channel during
rain 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
time 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 that the 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 for access to another area,
then timber mats or similar measures 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 should be installed as indicated by the plans and all
banks graded in accordance with the grading plans and typical cross —sections. All 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 an area is completed and stabilized, the clean water dike should be removed.
After the first sediment flush, a 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
and sediment control devices until the sediment control inspector approves their removal.
PUMP AROUND PRACTICE
SHEET 10
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
COMET RALEIGH APARTMENTS
DETAILS
2801 FORESTIVILLE RD
RALEIGH, NC