20150072 Ver 1_Emails_20150317

Steenhuis, Joanne
From: Jason Houston Dhouston @bizec.rr.com]
Sent: Tuesday, March 17, 2015 11:57 AM
To: Steenhuis, Joanne
Subject: Re: pipes in streams
Attachments: 4.pcn.pdf; reserve_3_of_4.pdf
Joanne,
Good news, the drafter who was working on this for me had in fact done several of these with others in our office. So
to my surprise the permanent impacts as they are listed on the PCN are correct and include the Rip Rap aprons, so I
don't have to go back and ask for more stream credits. I have revised the PCN to show a 10ft temporary impact for
"during construction" activities. I would think they could stay within 5 feet but this should cover them nicely.
I have also revised the plans of the double culvert in the stream impact to show the inverts at difference elevations as
you have requested. I have spoken to the headwall manufacturer, and they can provide precast headwalls with
different elevations, so I won't have to deal with baffles or any of that.
If you have any concerns or questions let me know.
Thanks
Jason Houston, PE
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F -0108
910 - 455 -2414 - Office
910 - 455 -3441 - Fax
On 3/17/2015 9:49 AM, Steenhuis, Joanne wrote:
Jason,
I talked with my contact with the USACE that does the DOT permitting and compliance. He pointed out
to me that if you use head wall you may not be able to have the pipes at different elevations that you
may have to build a baffle in the pipes ( see the DOT toolbox). But you can't per our GC change to plan
and profile of the stream with the pipes (i.e. flatten it to a wider width than what is there, hence the use
of a baffle). You need to tell me at both of the stream crossings the existing width of the channels.
I am in the field today but back around 4 if you have any questions, shoot me an e-mail and I'll respond.
> « «> Joanne Steenhuis > « « <>
Senior Environmental Specialist
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Direct phone [phone]
Toanne,Steenh+tsCi+ hcdehr.goV

� C. Proposed Impacts Inventory I
1. Impacts Summary
Ia. Which sections were completed below for your project (check all that apply):
ED Wetlands Streams — tributaries 0 Buffers El Open Waters E-1 Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b,
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
number
Corps (404,10) or
impact
Permanent (P) or
length
Permanent (P) or
DWQ (401, other)
(acres)
-Temporary (T)
width
(linear
Temporary (T)
W1 P
Cuilvert
Unknown
Yes
Corps
0.03
W2 P
Culvert
Unknown
Yes
Corps
0.08
W3 P
Culvert
Unknown
Yes
Corps
0.05
W4 P
Culvert
Unknown
Yes
Corps
OM
W5
Choose one
Choose one
Yes/No
INT
DWQ
W6
Choose one
Choose one
YeslNo
2g. Total Wetland Impacts:
0.24
12h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a,
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 P
Culvert
Unnamed
INT
DVVQ
74
S2 P
Culvert
Unnamed
INT
DWQ
3
93
S3 T
Other
Unnamed
INT
DWQ
3
10
S4 T i
Lather
Unnamed
INT
DWQ
3
10
S5
Choose one
S6
Choose one
I 3h. Total stream and tributary impacts 1 187 1
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 20010

I
K11
W
M
M
b.B. - Deed Book
M.B. - Map Book
Pg. - Page
R/W - Right-of-way
Typ- - Typical
. . . . . . • . Wetlands
W
EEO
Note:
See Notes on Sheet I of 3
05 For Additional Information.
14+00 15+00 16+00
Wetland Impact #2 / Stream Impact #1 - Section View
Horz. P=40'
Vert. I"=4'
Rev. 03117/15 BLD - Revise Pipe C
Rev. 03/16/15 BLD - Revise Sheet Number, Add RRA in Profile, and Add Section View
Project I Owner/0eveloper.
THE RESERVE
ON ISLAND CREEK
Topsail Twp., Pender Co., North Carolina
IC3 Partners, LLC
PO Box 7122
Jacksonville, NC 28541
Headwall
Parallel to
.0 -1
Install Culvert #1
---&
7" t Below Ex. bitch
Bottom
Install Culvert #2
at Ex. bitch Bottom
Inv. Out 4.75
o
U')
C14
d
1
>:
uj
NZ Q
0'-
LLJ
t:34
Z
ao
b.B. - Deed Book
M.B. - Map Book
Pg. - Page
R/W - Right-of-way
Typ- - Typical
. . . . . . • . Wetlands
W
EEO
Note:
See Notes on Sheet I of 3
05 For Additional Information.
14+00 15+00 16+00
Wetland Impact #2 / Stream Impact #1 - Section View
Horz. P=40'
Vert. I"=4'
Rev. 03117/15 BLD - Revise Pipe C
Rev. 03/16/15 BLD - Revise Sheet Number, Add RRA in Profile, and Add Section View
Project I Owner/0eveloper.
THE RESERVE
ON ISLAND CREEK
Topsail Twp., Pender Co., North Carolina
IC3 Partners, LLC
PO Box 7122
Jacksonville, NC 28541
Headwall
Parallel to
.0 -1
Install Culvert #1
---&
7" t Below Ex. bitch
Bottom
Install Culvert #2
at Ex. bitch Bottom
Inv. Out 4.75
Wetlands Impact #2 - 0.08 Ac.
Stream ImDact #1- 74 LF
Date: 01/05/14
Scale: As Noted
Field book: Island Creek
File Name: IC-Wet Impact.dwq
Disk Name: ACAD #2501
Drawn: BLD
Job No.:5140217-5746
■R
Ift
U
MR M=.
AEAW2
Z,
Bottom
Install Culvert #2
I "
m ff ff., ro, m ff. W A r, W. 0
mr-rm mmm* MIT am
O'KdAj
•
r
IF
Grade
Sta. 14+97.35
C-Elev. 11.00
48 LF 2-36" RCP
Install Culvert
Install Culvert 7" ± Below Ex.
7" ± Below Ex. Existing Stream q Ditch Bottom
Ditch Bottom Inv, In 5.00
Inv. Out 4.75
15
IM
FEW
10sm
0+00 1+00
Wetland Impact #2 / Stream Impact #1- Profile View
Horz. 1"=40'
Vert. 1"=4'
T-1
Parker & Associates, Inc. g Hori,
Consulting Engineers — Land Surveyors — Land Planners
P.O. Box 976 — 28541-0976
306 New Bridge Street — 28540
Jacksonville, North Carolina
Phone [phone] — Fax [phone] . . . . . . . . . . . . . . . . .
Firm License Number: F-0108