20220206 Ver 1_USACE Permit_20220511

Strickland, Bev
From: Hopper, Christopher D CIV USARMY CESAW (USA)
<[e-mail]>
Sent: Wednesday, May 11, 2022 1:08 PM
To: [e-mail]; 'Wyatt Brown'
Cc: Cohn, Colleen M
Subject: [External] SAW-2022-00258 / Wellesley Phase 5 SC / Cleveland Road / Clayton /
Johnston County, NC - NWP 29 VERIFICATION
Attachments: SAW-2022-00258_Wellesley Phase 5 SD_Clayton_Johnston County NC_NWP 29
Verification.pdf; NWP29.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 Morning, Mr. Wells:
Please find the attached Nationwide Permit (NWP) 29 for Residential Developments for: SAW-2022-00258 / Wellesley
Phase 5 SC / Cleveland Road / Clayton / Johnston County, NC.
This electronic copy is an official Department of the Army Notification. Hard copy will not be sent unless requested.
Please let me know if you have any questions or concerns.
Christopher D. Hopper
Regulatory Specialist
U.S. Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
0: [phone], Ext. 35
M: [phone]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey can
be accessed by copying and pasting the following link into your web browser:
https://regulatory.ops.usace.army.mil/customer-service-survey/. Thank you for taking the time to visit this site and
complete the survey.
1

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-00258 County: Johnston U.S.G.S. Quad: NC -Edmondson
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Wells Brothers, LLC
David Wells
Address: 223 George Wilton Drive
Clayton, North Carolina 27520-7081
Telephone Number: 919-763-2566
E-mail: davidwells(&,gmail.com
Size (acres) 27.6 Nearest Town Clayton
Nearest Waterway UT Middle Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.56543
Longitude: -78.52296
Location description: The Wellesley Phase 5 Subdivision is located on the south side of Cleveland Road (S.R. 1010), between the
intersecting streets Watkins and Matthews roads, in the community of Cleveland, Town of Clayton, Johnston County, NC.
Description of projects area and activity: This verification authorizes the use of Nationwide Permit (NWP) 29 to construct
impacts to waters associated with the proposed Wellesley Phase 5 Subdivision at three locations. Impact Area 1 would
construct a road crossing and require the permanent impact to 39 linear feet Of) (0.0098 ac), of intermittent Stream A (Impact
S1), an additional 71f (0.0015 ac) of temporary impact to Stream A (Impact S1) to accommodate a stream pump around,
0.0039 acre of permanent impact to Wetland B (Impact W1), 0.001 acre of temporary impact to Wetland B (Impact W2), 147
square feet (sf) (0.0034 ac) of permanent impact to Pond B (Impact 01), and temporary impact to 23 sf (0.0005) of Pond B
(Impact 02) to accommodate a pump around. Impact Area 2 would construct a Stormwater BMP outfall riprap dissipator
and require the permanent impact to 62 sf (0.0014 ac) of Pond B (Impact 03), and the temporary impact to 59 sf (0.0014 ac) of
Pond B (Impact 04). Impact Area 3 would repair and replace an existing outlet structure connecting Ponds B and A, and
require the permanent impact to 84 sf (0.0019 ac) of Pond B (Impact 05), and the temporary impact to 2882 sf (0.0662 ac) of
Ponds B and A (Impact 06).
Applicable Law(s): ❑X Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 29. Residential Developments
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 1/31/2022, and the enclosed plans Wellesley Phase 5 (nine sheets) undated. 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 (LAMA), 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 Christopher Hopper at [phone] (x35)or
christopher.d.hopper(a usace.armv.mil.
Corps Regulatory Official:
Expiration Date of Verification: 3T15/2026
Date: 05/10/2022
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=13 6:4:0
Copy furnished:
Agent: Brown's Environmental Group, Inc.
Wyatt Brown
Address: 242 Batten Farm Road
Selma, North Carolina 27576
Telephone Number: 919-524-5956
E-mail: brownenvgrp(a,gmail.com

Action ID Number: SAW-2022-00258
Permittee: Wells Brothers, LLC, David Wells
Project Name: Wellesley Phase 5 Subdivision
Date Verification Issued: 05/10/2022
Project Manager: Christopher Hopper
County: Johnston
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: Christopher Hopper
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

r LE l4-0#wa!d
ZE£1.-E4Z-616
woo•a6poy pueswepe@oi.u!
OZSLZ ON 'NOUH10
133a1S NIVW 1SV3 41.6
3d `oNIiIEENN10N3
EJOOH 9 SWvaw
VNllOHVO HTON `AINflO0 NOISNHOf
'u 00Z = 400!
31VOS ONIHdVaO
9 3SVHd A31S3113M
dVW 11VH3AO
6 dO 6 133HS
H
U
/Q
0
- _`
< z
IL O
OH
0_0
w�
1— 1—
co
z
0
0
0.0098 AC, L: 39', W:
w
1-
0)
0
z
0

LEl4-0#1/11d
ZE£l-E4Z-616
woo•a6poy pueswepeao;ul
OZSLZ ON 'NOlAV10
133a1S NIVW 1SV3 41E
3d `onliaEENN10N3
EJOOH 9 SWvaw
'1104 = you!
08
31V0S ONIHdV110
11111111111111111111111111111
11111111111111111111111111111
11111111111111111111111111111
11111111111111111111111111111
11111111111111111111111111111
11111111111111111111111111111
11111111111111111111111111111
11111111111111111111111111111
1111111111111111111111111
11111111111111111111111111111
11111111111111111111111111111
11111111111111111111111111111
11111111111111111111111111111
11111111111111111111111111111
H- H-
N
N
J
o
a '
U
3
SC
c9c
VI nnl
etc
0
00'9L+0I.
Vli
o
u�
12
o@)
_EE ,n—,_ ,—,_
— =1 I—III-1 —I
Z8 C9Z
ln0
ANI
m
III—III—III=1 I I=1 I I=1 1
1111=III=III=E111E=11
JI=u 1I1E==ffl=U
�i
N
(0E-1S)Z:'19Z
(HOVVIA
HOlVW)l£'ZLZ
NCZLZ
NI ANl
WIN
WIN
=III=III=III=I II11I I I=
1=1=1 =11I
III=11I11III=11I11
-111II—II=III=111=11
mEl
0C49+01
ViS
vm
11 1II 1II 1II 1:
III=III—III III III II
I—IT—IT—TI—I —HI_
3 N 1 �213_N
3
�'
0.0
3Na4
HOC1VSSV8WV
Io
N
0
oU
—
p
osrosz
00'
lno
)0+01
nNl
V1Q
ui
m
J
W
Q
❑
0
'
U
Z
m
O mm
o a
wr
O
mi.w
I
I
,-.
OW.
LL
9
W
a
w ¢O—
mam
O
N U z
E w
p
LLO
N
N
16ga
Lill
W❑
N
Z?�
} Z H
Lu
m
0
�
z d cC 0 d
Q 2 O j 2
CC
L/1 CO
a Hz
Z
0
0
VNllOHVO HThON `AINflO0 NOISNHOf
4NOd 8 21333l8 '1AIV3a1S
l lOVdWI ONI1IIWa2d 7017/1.04
9 3SVHd A31S3113M
6 3O Z 133HS
z
0
U
L.L
l�
VJ
z
0
U
LL
0
w
0
z
L.I..I
0
uJ
L7
U
o_
2
0
z
¢
a
m
w N
m z
Z
1- 0 oo
R ❑
n z
Y 0
m w
m Li c'
w
W CC W
wco
Z D
0
P F a LL Z
0z
❑ 0 co N
00
o a a
o m
z 12
w
co
z LLO a cc —
O O U Q LJ.I W
�w z U Z
x2 o m ON
mr <
j0 ai QW 0-
0_,
z w x z
a¢ 1 = m U 0-
J m ¢ Z U¢ 0
~ W <
OLL, O ¢ O c~i — m 0
4 y
Z U Q ' Z Y Q Z
O� w ¢ ❑1IW O
ZZ LL ❑ ZO wQ 0
Z >O
y O w Z m K 2%
0= ~¢F 2i J� K,
W H _ 2 3 m W o
H}O O m
Z> =0m Q~ I❑
�- O¢ q
LL
o c~) o f o o <UQ�0F�ga Na LLI
N W a M W Z m 1-
z�xa �L 0 U)
O' i w Q Z Z¢ ❑ m
❑z�wp ¢w gx
QZ��KK N� 0,,
vigU��aaNO Ng
} Kmaa❑ E K m o❑
aaiai.,z 0uiza
vweILY,a Ogw
m mp_'mZJ}
�Oa�Y_XOOQ�QJ
p m¢ Q m❑ w m W Q m H
w❑aJJWJJc7zQ
¢6wr�
mwH=°n0WwmWZ�
Om¢HZZ� ZZapO�
Z
0
0
06
w
LL
LL
COW
w
E—
C)
0_
23 SF, 0.0005 AC
872 SF, 0.0200 AC
525 SF, 0.0121 AC
PERMANENT IMPACT
147 SF, 0.0034 AC
5250 SF, 0.1205 AC
2960 SF, 0.0680 AC
w
H
0
z
0
a
BUFFER ZONE
BUFFER ZONE 2
J

LEL4-0 #Wald
Z££l-£4Z-616
woo•a6poy pueswepe@o;ul
033LZ ON 'NOlAVIO
133a1S NIVW 1SV3 4L£
3d `oNIiIEENN10N3
EJOOH 9 SWvaw
'll 04 = 4oul
00
31V0S 0NIHdVa0
VNl1OHV0 HThON `AINflO0 N0ISNH0f
9 3SVHd A31S3113M
SCINV113M :L 1OVd1/11
ONI1lhI'N d 17017/6017
6 dO £ 133HS
Z
0
U
Z
0
U
u_
0
uJ
0
Z
uJ
C3
uJ
U)
U
0
2
°
Z
a
m
O
H
r
m
(n w
z
�
U
D
F
0
o LL
H
W
� Q Z
• ai
OO
O' zw
• O
O O Q J
�J Z w XZ
J m Q Z O 0 Q
OO Q Ew
Z-
ZQ < ;z
0
O Z LL Z Z°
y O w Z m 0
QwW 1Co ¢0
3J= 3m
Z v)m
p0
W 0 Q 0
j> 2pQ =-
Oc~i 3wm LL
U Q w Z 7 2 U
NZ (.4 9- o 3 d
Q°a mai
o: �wLL Fw
oQ���Z zN
ai
z
Z
m
o
Z
0
w
1-
0
w
Q
x
m
z
m
0
0
Q
°
z
0
0
wvi
0 0
° IL
>Q
o°
W m
OL
Lim
J °
aJ
O Q
UZ
go
mm
Z
0
0m
WETLANDS
n
N
o
N
m
N
o
LL
U
�_
3
0
0
zs'csz
SL
0019L+01.
lno
z9z
ANI
VI ANI
Vli
e�o
H
@)
c,
N
((aa
(HOVVIJ
HOlVW)L£'ZLZ
S) Z
)L9Z
NCVM301S
NI ANI
Is
Wla
m
OC'49+0L
V1S
3niaa
aoayssvgsNawv
3Ns
/\
J
w
Os'OSZ
lno
ANI
ST-29 64.00 LF
zg
m
\
v
00'30+01
V1S
17
U
>
¢°¢
7,
Wr
0b
SEE SHEET 8 FOR
TYPICAL CROSS
SECTION OF CROSSING
EXISTING
GRADE (TYP.)
265
PROPOSED
POND WATER
LEVEL 261.50
N
0:
a
N
N
IMPACT 1: WETLANDS
PERMANENT IMPACT
0.0039 AC, 168 SF
WETLAND

C L614-D # I Id
ZEE I-£4Z-616
woo•o6poypueswepe@o;ul
OZSLZ ON 'NOLAVID
133ellS NIVIN1SV3 4l£
Dd `onJIlI331VIoIV3
s EJaOH wtrad
'U04=LW6
oe
31VOS ONIHdV2fO
VNI1O2iVO 1-111ON `AiNfOO NOISNHOf
9 3SVHd A3183113M
dW8 - Z ±3VdWI
ON11111A d b0b/l0b
6 dO b 133HS
Z
0
1-
0
fl'
(n
z
0
U
u_
0
w
0
Z
w
a
w
N
1-
U
fl
2
1-
0
o_
2
o
F
v
m
rn
m
i
azoOw N
Y
r
Z W
o
O
o W
O D'
z a
i
z r N
0 3 Iwi w
�u_
r a z
a �
00 N
-
o 0 0i o O
d� ZO
¢N 5W W
�o H
sw W2 V¢ O z
aww
O� o�� ' O
zz ai0 . co N
O O
O ow Q W�y WuLe,mwppFmw=
�
OaUzwQa-
>o
Q
zo6.6:OaW 0
OwraQ
o o Z 0= w
z o O w z _w
a z o m N
FLd,'o20
waaaa¢I
woowror
z w W W 1
S Z u w m
o¢ro
aswo�gaLL
ap�a�Wa
O mm?K�?
�N o 4viro
I— I—
w <
Q2
w
ce
IL
111-111-111t1111 111111-
=111=111=111=1 EME=r
111111111111 E111=
-111-111-111-111-111=1
111111111111_I 1=111=
=111=111=111=111=111-1
11=111E111E111E111-111E
111111111111EI MI
11=111E111E111E111=111
111=111=111=111=111=1
TEMPORARY
CONSTRUCTION

L844-3 #1/1111A
Z££l-EbZ-6l6
woo•a6poy pueswepe@o;ul
OZSLZ ON 'NOlAV10
133a1S NIVW 1SV3 4LE
3d `snliaEENN10N3
EJOOH 9 SWvaw
'll 04 = L100!
00
31VOS ONIHdVaO
VNllOHVO HTON `AINflO0 NOISNHOf
9 3SVHd A31S3113M
2 V JOdf1 3bl1Of12i1S
ONIllII/Ond 17017/4017
6 dO 9133HS
W
LL Z
wO
=
coN
Z
0
0
7
•0
c
0
0
0 a
w
0
=111E111E111E111E111=11
1=111E111E111E111=111=
111E111E111E111E111=11
1E111E111E111-111E111=
=111=111E111E111E111=11
1=111=1111=111=111=111:
11111tIfIfIFaF11
111-111-111-111-111-11
lEfilEMEMEMETRE
Ell 1=I=I=III=111=1 LL
TEMPORARY
/
III
STRUCTURE UPGRADE CONSTRUCTION SEQUENCE
aw
7
7
7
IN THE LOCATION OF WHERE THE NEW
7
7
7
7
7
STRUCTURE UPGRADE IMPACT
TEMPORARY
CONSTRUCTION
IMPACT
2882 SF, 0.0662 AC
871 SF, 0.0200 AC
PERMANENT
IMPACT
84 SF, 0.0019 AC
96 SF, 0.0022 AC
f0
z
BUFFER ZONE 1
0
0
J

r Leib-3#V IA
Z££l-£bZ-6l6
woo•a6poy pueswepe@o;ui
OZSLZ ON 'NOLW 13
133a1S NIVW 1SV3 bL£
3d `oNIiIEEN10N3
EJOOH "3 S AI O' f
1/4
VNllOHVO HTON `AlNflOO NOlSNHOf
9 3SVHd A31S3113M
6 S1I`d130 NOISO13
6 HO 9 193HS
None
a
0
0
z
If slopes are 10' or less in length and are
not steeper than 2:1,14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swa les,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Temporary Stabilization Permanent Stabilization
• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or
other mulches and tackifiers other mulches and tackitiers
• Hydroseeding • Geotextile fabrics such as permanent soil
• Rolled erasion control products with or reinforcement matting
without temporary grass seed • Hydroseeding
• Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered
• Plastic sheeting with mulch
• uniform and eventy distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphaltor
retaining walls
• Rolled erosion control products with grass seed
SECTION E; GROUND STABILIZATION
Required Ground Stabil
Stabilize within this
Site Area Description many calendar
days after ceasing
land disturbance
n
n
n
cr
.,
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
(b) High Quality Water
(HQW) Zones
(c) Slopes steeper than
3:1
(d) Slopes 3:1 to 4:1
(e) Areas with slopes
flatter than 4:1
0= }
LD O ct
za
w O 0
Q
cc QD cC z
CCw 1-
o gG
LG
w O Q
CC J
O O
O 00
C 01
.0 0
d >
U S .
m
O L O N
R o
O a y
m . T
CC E {
Q o
1.
m '- coo
To g m
O O
T U
a R
C d U — 0
IA LL O
C a C N p
d r y y 2 O f--
y 3
Y fm°.S R oo >,Q cI
o o m_ o R
d N U o . N N N V R C
C° 0 s ° p r d 2 C O
R 2 m OC d R
x Q u 7 m r Ti) c m ..
N 5 m '- c :: Q m R _c E E E E N 0 m m T I 1. Zs o-
N E 0 9 N I- C U R
C 0 0 N N C 0 ca 0 C a Q1 d
amc._o Ra cB oo E
U) O m Nal � dU U)LL m
E
C
R
t
Q)
v
m
CC E
L
I'''. 3
of 0
mO
T C
ri
o °
C m
m G
r -
0 0
o c r o u1 R S 0
c r
2 c§ ° a c R
_E °
E E
Ro,a mf/
N r R
<7 0 Ual y ¢ w a r a a)
S O j L A Ua 12 m R
U L
y `0) 3 aa) >....,
R �C �a R
cr O s N IZ R y U'RO
0 ° m �� 1 N f0 m
ci
° oo TD as E i� y
0 n3 a c o R rc� E mm
n
,- N L Q� : N L C
r fln m3 ' 3'l
col 'O C
o m ' m
2 o$ t •- o ° d o
117
O v°1. C¢ 0r 022
C1 0 N O Q LT co o m
0 E no 3 0 `- R� °
�aoo n u?d
y m r m= o
_ a m D 0 m m 2 N C C Q
(T C C m U° r i fg 0 0
N 0 R Ew y U R V V w 0
EN t 9¢ C E `1 R 9 C •0• d d 'O C
y '9 f0 I -, o- '0 c f° E O .0 C -R L
OI V- a m a C •0 0 o r N fCp C D_
C_ °7 o U
C a N R f° E m 0 .•o 0 ro y% 0-0 R g
V CO >+ :� C y R O r U A E .O C f° U N T
m LV 0 R 0 a R d 'N N �° ? O t
m y 0 0 O O C 0. rn R
U) w�U N1IL R 2Q o 2izR a fu
C7 0
Z_
E z
u.
w O
N I- w
cc a
CC w
o2fn
w OU
Y
4
m
crel

Lel4-Ouwai�
ZE£1.-E4Z-616
woo•a6poy pueswepe@o;ui
OZSLZ ON 'NOLW 10
133a1S Nltlw 1SV3 41.6
3d `oNIiIEEN10N3
EJOOH "3 S AI O' f
VNllOHVO H1210N `AINflO0 NOISNHOf
9 3SVHd A31S3113M
Z S1IVI O NOISO213
6 3O L 133HS
NEMOMEEMEEM
ONEONEEMEEN
MORNMEEMEMEN
MMENEEEMENNOME
NNEEMENMEEMOME
rc
NEMOMMMEIMME
ENEOMEMEINEM
NMEMENNMENOM
NNUMENEENION
NNENNENEEEN
NMEENEEREON
ONONNOMMEEM
EMMEMEIMUNION
MEMMEMEMMEN
MMERNMERNMEEN
NNEENOMMEEM
MNEEMONEMON
IEMIM®fMtl OMO
NNMEMEEMEEN
MMEMENEEEEN
NNEOMEEMEEN
MUMMEEMEMEM
0
O~w
a � J
�w¢
<U>-
N � J
U00
Z I K
NwLL
(0Dz
Fow
m
Om
a=¢
w~=Q
O O W
w z ¢
wo
Q
mz?
Paz
wW�
Q U Z
WWO
IY
~ H
U
z
w LL Q
m0_•ZN
WH
WSW
5Om
Q
Z�y
Yy0
waQ
gU<
j0O
LLw0
Z Oug
U Q W
w
Z =
r O
U'z W FZ
°ww
rc Q Z
�a a10)
LLOLL Ym H
s � ! W d
LL Q O 0
/
//
O>�
y 0 0
J J W
�
Fw
J
0oy¢
wo
z
j0
O�z
wLL¢
O¢Q
m W uJ
= J Q
QOg
wO
0<U
¢Ow
W W f LL
I H Q
Z f Q W
z (O J
N
?Q CL
LU
J
0
LLJ
z
0
V I
IRE AND WASHED
NOT TO SCALE
MAINTENANCE
z
0
0
uJ
0
0
NQ
0
n_I_
I__L
W
uJ
J
z
U
O
z
9
MENNEN
NMENNINE
OMEEMEN
NMEOMOM
MMEMMEE
NNOMMEN
NIMMOMIEN
EMONMEN
OSEENEW
NEREFRIAIMME
IPRIENEINIEM
GEONMEO
®�l90iA>lial �:'
ONENMEN
ISEEMER
MMENNEE
NMEONNE
IMOMMEE
MEMENEM
MAINTENANCE
d2OW
> W z 0
_ v j 0
�W3OO
0LLO0O
Z ZWZ Q
OWOww
W w Q
0oOII
W m F •
wmwZO0
>a<Z§i
ZW02m—
Q g0ZQH
g 0 W 0 m Y
Jo.„
�w��aLL
LLQLUm
W Z Z
WZaWW
wW
W LLNUOfn
m W
W W=
11.200~ J Q
Q W Z W a m
Z Z¢ Z N W
Q W m w Z O
LL H
W z m w O Z
3w°~a--
¢p0010
w W'2w¢O
Nwj��
O LL2NFm
Q0 Wco
wKWaOZ
- m 0 V U OU
0 W 2 0 w W
W W LL
U �JK
r a >
O
QQww
awgZN
3w=iz¢
NOT TO SCALE

Z/Z/
_____m
OZSLZ ON 2V&
Mel le nlIa a s NIe a
EE3OOH 9 S AI O'f
d fOHV HMON`uNnoo No SNHo
9 2SVHd A31S2112M
EsIVIONOSo 3
6 d0 _L AHS
ARC INLET PROTECTION
NOT TO SCALE
}
lookjiff
,
� ��
.
,
`&,
}q
!
1
JAI
oi
7
~2
;
Maintenance Inspect rock pipe inlet protection at least weekly and efier each significant (IA
Inch or greater) rainfall event and repair immediately. Remove sediment and
restore the sediment storage area to its original dimensions when the sediment
has accumulated to one-half the design depth of the trap. Place the sediment
that is removed in the designated disposal area and reptace the contaminated
pan of the gravel facing.
Check the structure for damage. Any riptap displaced from the stone horseshoe
must be replaced immediately.
After all the sediment -producing areas have been permanently stabilized,
remove he structure and all the unstable sediment. Smooth the area to
Mend Acilh the adjoining areas and provide permanent ground cover (Surf ce
Stshit7_ntim).
ƒ
aA
1
i
.
z
�
\
-
``,«
^
®��
/
�\k
'`
.
A
_\)
]
2
: 2
}
�
!
II
1N3IVINV81,13
]
PLAN VIEW
NOT TO SCALE
MAINTENANCE
-J

r LEl4-0#IWA
ZE£1.-E4Z-616
woo•a6poy pueswepe@o;ui
OZSLZ ON 'NOLW10
133211S NIVW 1SV3 41.6
Mel `oNIiIEEN10N3
EJOOH "3 siAnycny
VNllOHVO HTON `AINflOO NOlSNHOf
9 3SVHd A31S3113M
ti SiIH134 NOIS013
6 HO 6 13HS
co)
cu
u
C
1)
v

oa 3.n33. moo, Sffif011 30 3143n00 am nossuln3,. w. 03.3n,1,3 3.11 DNnro1B013nn umn.im Aun, cos. Ay a. mums. 3e o. A3111 31., Non n ,3onIVIVM nix >O mos Ay NI 031o, 030 .P.10 ,3n 3n O..oN am, 3831.11 smsa 369. NI n3115m A,u«on, n3wo .n3InA,00 WI soaves sal sNsnss. A,3n3n,.3. 141833.101433 so
0
--\\ ® \
® g\
va
4\ \
,L I eie it ;i' SI i i �l of l �ilE 61 ii 1111.
9
9
o2
0
o�
N
n
4
i 1 ! I s
l y51 s°!t s!l ggs s� yg` s y5'y5 sil 1 s$1 y51 s13 :'�jl I s1i lli i,•. QS1p5 siiJ silt;
ie2E9! 31!E�i ieiE®! 3�4eE®! tiifti a�iEf! t�?it. iE�i Ei7tEl! iiliEl! 1i�iEl! E7! ! t°1Ei1
tl s@l1�i ill sdi si01 iei1' si eii' s111, siri, s1l11 si . N111,4..11a� s i 1, s l =' s l s' !' s331
di iili ! Eii! ! iliiE ! sl ! a it ! ttcit! silt ! & !t i! ! 9 iE ! 4lliEi E$iE 1
00
Cr.
I°
EtirL
NW
aW
a