20110834 Ver 1_More Info Received_20111011

Strickland, Bev
From: Steenhuis, Joanne
Sent: Tuesday, October 11, 2011 12:35 PM
To: Strickland, Bev; Dennison, Laurie
Subject: FW: French Creek- Hadnot Point DWQ # 11 0834
Attachments: French Creek and Hadnot Point Utilities Wetland Impact Plan Sheets 10_06_11.pdf
Additional info ...more to come
From: Johnson, Ron [mailto:[e-mail]]
Sent: Friday, October 07, 20116:30 AM
To: Shaver, Brad E SAW; [e-mail]
Cc: Steenhuis, Joanne
Subject: RE: French Creek- Hadnot Point
Brad and 7oanne,
I have inserted my response to your questions below. I am still trying to collect some
information from the designers and will pass this on to you as soon as I receive it.
Ron Johnson
Senior Biologist
D 919.854.6210 Fax [phone]
[e-mail]
AECOM
701 Corporate Center Drive, Suite 475
Raleigh, NC 27607
T 919-854-6200
www.aecom.com
P Please consider the environment before printing this e-mail
-----Original Message-----
From: Shaver, Brad E SAW jmailto:Brad.E.Shaver(alusace.army.mil
Sent: Tuesday, September 27, 2011 2:35 PM
To: 7ohnson, Ron; martin.korenek(@usmc.mil
Cc: Steenhuis, 7oanne
Subject: RE: French Creek- Hadnot Point
Ron/Marty,
Again I apologize for the delay but here are some additional comments which
have already been discussed with 7oanne. We are trying to make sure you have
one collective response as opposed to divergent paths. First off I agree with
7oanne comments but have a couple points I wanted to clarify (my comments are
numbered the same as 7oanne's):
7oanne comment;
(2), the question is whether or not the activity is a regulated impact or
not. If you are approaching the removal from high ground and simply extracting
pilings that does not represent a discharge and thus not regulated. Now if
you are going to have to construct some sort of causeway (logging mats or
1
other means) and this occurs in the wetland than yes please tabulate that
area as an impact. If there is a regulated impact and its best described as
an area and not a linear foot impact the way it's currently enumerated would
be acceptable.
The work in WaLLace Creek, WetLand 9, and WetLand 10 that we are caLcuLating as a temporary
impact is the removaL of the wooden trestles that currently support the force main and the
water Line. They wiLL be removed from boats or barges so there wiLL be no impact from the
work structure. However, the trestles are to be puLLed from the ground or cut off below the
stream bottom so there wiLL be some disturbance but not necessarily fiLL or a discharge.
Because there was some in-water work and the bottom was to be disturbed I thought that we
would need to perform that activity under some type of permit and needed to quantify it
somehow. We can remove it as a temporary impact if it is not a regulated activity.
(3) & (4), please do make it clear which area is permanent conversion and
which is not. On that same note if the impact is so small and does not show
up on the drawing then please zoom in the picture so an individual can
complete compliance. For example, wetland impact 10, I cannot see the
hatching on the provided drawings. Also if we had better detail with the
trestle removal the above question may be easily answered.
I have revised the drawings to separate temporary impacts from permanent impacts. I have
also have tried to zoom in on the smaLLer areas so that they impacts are easier to discern.
These revised drawings are attached.
Also I think it is fair to say we both would like some sort of detail as to
the trenching operation. Past permit applications from other applicants have
included drawings or at least typical drawings showing how the material will
be excavated, stock piled, and returned to the trench restoring the previous
grade. For example, top soil should be staged separately and placed in the
restored trench last to reduce compaction and provide a better base for
regeneration. You do not want the contractor to place subsoil as topsoil and
this should be clear to the operators.
Currently developing and wiLL send to you when completed.
(5) yes, our regional condition 4.7 states, "A plan to restore and
re-vegetate wetland areas cleared for construction must be submitted with the
required PCN. Cleared wetland areas shall be re-vegetated to the maximum
extent practicable with native species of canopy, shrub, and herbaceous
species. Fescue grass shall not be used." Please include the restoration plan
with the additional information.
This wiLL be ready and sent to you by Monday October 10, 2011
Both of us are in favor of electronic communication as long as it does not
exceed our statutory review period. If you can have a response before the
first couple days of October we can continue down this path if you need more
time let us know so we can write letters. If you would like to reply with
electronic drawings and or updated application sheets that would be fine. We
will print out the new sheets and substitute into the application package.
Armed with this information it should be a quick turnaround.
If you need clarification on any of this please let me know. I will be around
the rest of the afternoon, tomorrow morning, Thursday, and most of Friday.
Thanks,
2
Brad
-----Original Message-----
From: Johnson, Ron jmailto:RON.IOHNSON(@aecom.coml
Sent: Tuesday, September 20, 2011 2:35 PM
To: Steenhuis, Joanne; Shaver, Brad E SAW
Cc: [e-mail]
Subject: RE: French Creek- Hadnot Point
Thanks 7oanne,
I will start working on getting you a response to all the questions/concerns.
Ron Johnson
Senior Biologist
D 919.854.6210 Fax [phone]
[e-mail] <mailto:[e-mail]>
AECOM
701 Corporate Center Drive, Suite 475
Raleigh, NC 27607
T 919-854-6200
www.aecom.com
P Please consider the environment before printing this e-mail
From: Steenhuis, 7oanne [mailto:[e-mail]]
Sent: Tuesday, September 20, 2011 2:32 PM
To: Shaver, Brad E SAW
Cc: martin.korenek(@usmc.mil; 7ohnson, Ron
Subject: French Creek- Hadnot Point
Got a couple of questions about the application.
1) On page 4 of 10 for Wetland impacts...... it does not indicate
permanent or temporary and the area of impacts all indicate 0.0 impacts YET
the total impact is 1.383. Oh, I see it now in the attachment.
3
2) I have a question on the open water impact on page 5 of 10. It
indicates a tributary being impacted. The name is Wallace Creek. So would
this impact not be listed under stream impacts vs open water impacts. Since
it is only temporary. I guess it boils down to the definition of tributary
in this case. (Brad this question is for you)
3) On the drawings there is no separation of the hatching for permanent
impacts and the temporary impacts. We will need this culled out for future
compliance.
4) I also need drawings that show more detail for the temporary impacts
for the stream and open water.
5) I also need a description of how the areas that are to be temporarily
impacted (for the mechanically impacted areas) how they will be restored and
proposed monitoring for these areas.
6) For the DWQ, in lengths of utility lines over 150' in wetlands,
there is requirement that anti seep collars are to be used. Please indicate
and label on the drawings where these collars are to be placed and please be
sure to include them on the construction drawings. This does not include the
directional bore locations.
I'll be sending out an ad-info letter for these concerns this week. This was
just to give you a heads up.
If you have questions, please call 910.796.7306
7oanne
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0
HORIZONTAL 1 "=25'
SCALE: 1 "=10' Q sHEET of 268
w J GRAPHIC SCALES CU125

NOTES THIS SHEET:
a
1. SEE SHEETS C-001 & C-002 FOR NOTES.
2. COORDINATE WORK WITH PINEY GREEN a
IMPROVEMENTS ROAD PROJECT, P1264B. °
U
I ~ GREENWAY IMPROUEM~ENTS NIC ; 8~~ WEND-N0~ 08 ~ ~ D
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RALEIGH, NC 27607 - ~ ~ \ \ ~ ` 1 [phone] www.aecan.can
ROAD CLOSURE; PLAN ASE INFO
FY12 MCON P1383 NEW BASE ENTRY NORTH APPROVED
POINT PROJECT (BY OTHERS)

FOR COMMANDER NAVFAC
SCALE: 1 =25 ACTIVITY
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VERTICAL 1 "-10' coNSTR. coNTR. No.
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0
HORIZONTAL 1 "=25'
SCALE: 1 "=10' Q sHEET of 268
w J GRAPHIC SCALES CU130

1 2 3 4 5
o_
NOTES THIS SHEET: a
1. SEE SHEETS CU135 - CU137 FOR HORIZONTAL ALIGNMENT DETAILS. a
2. SEE SHEET CU139 FOR FM2 PROFILE. °
3. SEE SHEET CU140 FOR WL1 PROFILE.
4. SEE CU511 FOR ADDITIONAL NOTES AND DETAILS.
5. HORIZONTAL ALIGNMENT STATIONING BASED ON CL OF FM1.
6. PIPE ELEVATIONS SHOWN IN PROFILE ARE TO TOP OF PIPE.
WETLAND N0. 9 WETLAND N0. 10
TEMPORARY IMPACTS: 0.207 AC. TEMPORARY IMPACTS: 0.028 AC. ?c. ~
150'x250' TEMPORARY ~ I I I I I I I I I I FM2 - HORIZO 12 -HORIZONTAL DIRECTIONAL DRILL 18"
HDD WORKING AREA ~ ~ II I ~ i ~ APPROX: EDGE OF CREEK APPROX. EDGE OF CREEK 'll I HDPE (DR 9) TIE TO EXST 16" FM m ~ ~I ~I ~ E i
I ~I I II I i i I )PE (DR 9) FORCEMAIN UNDER CREEK
4'"' DRILL RIG SIDF ( ~ i U N W °
G ON E 15 IIV I I I I W L~Nd h~'
DISCHARGE PIPING, SEE o ~ ~ ~ I~ I ' I I I II I, I ~ WALL/'1CE CREEK. ~ I HDD EXIT POINT, C4
SHEET C-122 FOR CONT. I~IPI lYFI I ~ ~i I'. ~ ~ END HDPE, BEGIN DIP C~~1
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OPEN WATER IMPACTS REMOVE EXISTING TIE TO EXISTING 16"
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HDPE DR 9 WATERMAIN UNDER CREEK TEMPORARY IMPACTS: 0.124 AC. SEE CONSTRUCTION COUPLING
~ ~ SEQUENCE ON CU511. C~~1
PLAN
NORTH SEAS
TEMPORARY WETLAND IMPACTS
FORCEMAIN PLAN VIEW
SCALE: 1 "=100'
0 40 40 ~C,OM
AECOM TECHNICAL SERVICES, INC. 701 CORPORATE CENTER DRIVE, SUITE 475
€ -o RALEIGH, NC 27807 J - (919) 854200 www.aecom.com
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scA~E: AS NOTED
PROFILE VIEW 10' S' 0 10' 20' EPRO~ECT No.: 796465
VERTICAL 1 "-10' coNSTR coNTR No.
SCALE: 1"=100' N40085-10-D-5313 100' S0' 0 100' 200' IvavFac DRawIIVG Ivo.
HORIZONTAL 1 "=100' 12597885
SHEET 114 of 288
GRAPHIC SCALES CU 138
1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009

1 2 3 4 5
o_
NOTES THIS SHEET: a
1. SEE SHEETS CU135 - CU137 FOR HORIZONTAL ALIGNMENT DETAILS. a
2. SEE SHEET CU138 FOR FM1 PROFILE. °
3. SEE SHEET CU140 FOR WL1 PROFILE.
4. SEE CU511 FOR ADDITIONAL NOTES AND DETAILS.
5. HORIZONTAL ALIGNMENT STATIONING BASED ON CL OF FM2.
6. PIPE ELEVATIONS SHOWN IN PROFILE ARE TO TOP OF PIPE.
WEfL4ND N0. 9
D TEMPORARY IMPACTS: 0.207 AC. D
150'x250' TEMPORARY / ~ lyl'll ~ I ~ I ~ I , I I 'III I I I I I I ~I APPROX: EDGE OF CREEK APPROX. EDGE OF CREEK I III II FM1 - HORIZO 11 -HORIZONTAL DIRECTIONAL DRILL 18"
~ (DD WORKING SEA l I I ryWE ~ I I HDPE (DR 9) 4'"' DRILL RIG SIDF ~ I
)PE (DR 9) FORCEMAIN UNDER CREEK
I U N
WETLAND N0. 10
~ ~~~ON~ 'E~I'S IIV ~ I I ~ I ~ I I I ~W L~Nd ,fit WE TIE TO EXST 16" FM I f~IPIM~I I P I~'' I~ I I I ~ I ~I I WALLI'1CE CREEK. ~ ~i I ' ~ I~ ~
DISCHARGE PIPING, SEE L ~ H'RI`~ WT ~'pIR ~T NAII Db 4 ~1$' I T- TEMPORARY IMPACTS: 0.028 AC.
SHEEf C-122 FOR CONT - q~ Q 1~ 't 1` ~ yS. I IN p F' RC' M IN U.NDAR CRE I C2 I I I ~''I I
I I ~ I I PROVIDE 16 DIP (FM2)
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HDD ENTRY POINT, ' C4 ~ , ' r HDD EXIT POINT, C4 xSS
END DIP, BEGIN HDPE CU511 END HDPE, BEGIN DIP CU511
_ ~ OPEN WATER IMPACTS REMOVE EXISTING TIE TO EXISTING 16"
WL1 -HORIZONTAL DIRECTIONAL DRILL 14" PIPING & TRESTLE. PLUG VALVE W/ RJ
HDPE (DR 9) WATERMAIN UNDER CREEK TEMPORARY IMPACTS: 0.124 AC. SEE CONSTRUCTION COUPLING
D C SEQUENCE ON CU511.
PLAN
NORTH SEAS
TEMPORARY WETLAND IMPACTS
FORCEMAIN PLAN VIEW
SCALE: 1 "=100'
0 40 40 ~C,OM
o
N AECOM TECHNICAL SERVICES, INC. _ 701 CORPORATE CENTER DRIVE, SUITE 475
RALEIGH, NC 27807 O _ ~ ~ (919) 854200 www.aecom.com
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ww -Jw - w ~ o z EXIST. GRADE SUBMITTAL
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scA~E: AS NOTED
PROFILE VIEW 10' S' 0 10' 20' EPRO~ECT No.: 796465
VERTICAL 1 "-10' coNSTR coNTR No.
SCALE: 1"=100' N40085-10-D-5313 100' S0' 0 100' 200' IvavFac DRawIIVG Ivo.
HORIZONTAL 1 "=100' 12597886
SHEET 115 of 288
GRAPHIC SCALES CU 139
1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009

1 2 3 4 5
o_
NOTES THIS SHEET: a
1. SEE SHEETS CU135 - CU137 FOR HORIZONTAL ALIGNMENT DETAILS. a
2. SEE SHEET CU138 FOR FM1 PROFILE. °
3. SEE SHEET CU140 FOR FM2 PROFILE.
4. SEE CU511 FOR ADDITIONAL NOTES AND DETAILS.
5. HORIZONTAL ALIGNMENT STATIONING BASED ON CL OF WL1.
6. PIPE ELEVATIONS SHOWN IN PROFILE ARE TO TOP OF PIPE.
WETLAND N0. 9
D TEMPORARY IMPACTS: 0.207 AC. D
150'x250' TEMPORARY / ~ lyl'll ~ I ~ I ~ I , I I 'III I I I I I I ~I APPROX: EDGE OF CREEK APPROX. EDGE OF CREEK I III II FM1 - HORIZO 11 -HORIZONTAL DIRECTIONAL DRILL 18"
~ (DD WORKING SEA l I I ryWE ~ I I HDPE (DR 9) 4'"' DRILL RIG SIDF ~ I
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~~~I ~ U N W °
z--- ~~~~o~~~E~i's~i~v ~ ~ I I i ,~O'~, I WALLACECREEK ~w ~~N,ds~,',i
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o _ _ ~'..y;:' I~IN ~I 4' ~_DIR ~T'IIO L DRV~~:I16~', I C2 I I~,,t ~ TEMPORARY IMPACTS: 0.028 AC.
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136 FOR DETAIL
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GIN DIP
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a C SEE PROFILE THIS SHEET SEE CONSTRUCTION TEMPOR4RY IMPACTS: 0.124 AC. SEQUENCE ON CU511. TEMPORARY WETLAND IMPACTS C
PLAN
NORTH SEAS
WATER LINE PLAN VIEW
w SCALE: 1 "=100'
40 40 ~C,OM
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scA~E: AS NOTED
PROFILE VIEW 10' S' 0 10' 20' EPRO~ECT No.: 796465
VERTICAL 1 "-10' coNSTR coNTR No.
SCALE: 1"=100' N40085-10-D-5313 100' S0' 0 100' 200' IvavFac DRawIIVG Ivo.
HORIZONTAL 1 "=100' 12597887
sHEET 116 of 268
GRAPHIC SCALES CU 140
1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009

0
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NOTES: TEMPORARY WETLAND IMPACTS NORTH
1. SEE SHEET C0001, NOTES A.1 AND A.2 FOR GONZALEZ
BOULEVARD EXTENSION REFERENCE DRAWINGS.
PERMANENT WETLAND IMPACTS
SEWER PLAN VIEW
SCALE: 1 " = 50'
SEWER PROFILE VIEW
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701 CORPORATE CENTER DRIVE, SUITE 475
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A/E INFO
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AECOM TECHNICAL SERVICES, INC.
701 CORPORATE CENTER DRIVE, SUITE 475
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(919) 854200 www.aecom.com
A/E INFO
FOR COMMANDER NAVFAC
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10' S' 0 10' 20' EPRO~ECT No.: 796542
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N40085-10-D-5313 50' 25' 0 50' 100' IvavTac oRawilvG Ivo.
SCALE: 1 " = 10' HORIZONTAL 1 "=50'
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1 2 3 4 5 DRAWFORM REVISION: 10 MARCH 2009