I-3306 A Stream Typo Noted

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Dave & Ryan -
While working through the PBO payment summary, we noted a typo in the permit application that actually goes back to the NRTR and JD.
in
s
SK and SJ were labeled "UT to New Hope Creek". They should actually be "UT to Stony Creek."
This is a name change only. The HUC is correct, the impacts, and the mitigation values are correct.
From page 7 cf 19 of the Permit Application Cover Letter:
stream Imnacts In AIJC 3020201 fcmmmacdl
Stream
Permanent
Temporary
ACOE
DWR
Permit Site No.
Name/
Status/Class
C
Impact
Length
Impact
Mitigation
Mitigation
Impact Description/ Avoidance and Minimization
JD ID
Type
(acres)
Required
Required
Perm. Fill
Bank
8
__
8 (2:1)
UC.eka[es
Intermittent
Extension of 30" RCP. Bank Stabilization for the new extension.
13
--
--
--
8
3020201
Stabilization
Embedded
SE
C; NSW
Existing channel was utilized, and rip mp was limited to the banks only.
Temporary
<0.01
--
--
ll
Fill
UTto New
Perm. Fill
(loss)
40
--
40 (2:1)
--
A new channel needs to be constructed to tie the existing stream to the new 84" bore andjack.
Rope Stony
Perennial
The charnel loss is due to the abandoned channel. There is embedded rip rap for the last section
Bank
__
_.
._
Creek
oftie no.
9A
3020201
Stabilization
Embedded
20
__
20 (1.1)
SK
WS-V; NSW
Rip rap will be embedded flush with the existing channel where it ties back to the existing
Temporary
<0.01
__
--
channel.
Fill
UT to New
Penn. Fill
foes
66
--
65 (2:1)
--
A newchannel needs to be constructed to tie the existing stream to the new 84" bore and jack
Mope Stony
Perennial
The channel loss is due to the abandoned channel Impacts to stream SK and SJ were grouped
9B
Creek
3020201
Stabilization
--
--
--
--
together as the impact occurs at the confluence
SK, SJ
WS-V; NSW
Embedded
Steepened slopes were utilized to bring the slope stakes in and reduce impacts.
Thanks,
Michael