20091095 Ver 1_Emails_20110315

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Ridings, Rob
From: Ridings, Rob
Sent: Tuesday, March 15, 2011 8:49 AM
To: 'Sam my. Wood @raleig hnc. gov'
Cc: '[e-mail]' '
Subject: RE: Jones Sausage Road & Rock Quarry Road Widening Project (WQC 3815)
Mr. Wood,
These proposed temporary impacts are covered in your 401 Water Quality Certification 3815 issued January 21, 2010.
For this proposed work, please pay extra attention to Certification conditions #7, 8, 24, and 38.
If you have any questions, let me know.
Thank you,
Rob Ridings
Rob Ridings
Transportation Permitting Unit
Wetlands & Stormwater Branch,
NC Division of Water Quality
919-807-6403
1650 Mail Service Center, Raleigh, NC 27699
rob.ridinesCa ncdenr.eov
From: Shern, James F SAW fmailto:James.F.ShernCalusace.army.mill
Sent: Friday, March 11, 2011 2:02 PM
To: Wood, Sammy
Cc: Fox, Dean; Johnson, Chris; McGlamery, Skip; Mcmillan, Ian
Subject: RE: Action ID: SAW-2009-02262 (Jones Sausage Road & Rock Quarry Road Widening Project) (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: FOUO
Dear Mr. Wood:
Thank you for the timely notification regarding the unforeseen conflicts associated with utilizing trenchless methods to
relocate the subject sanitary sewer. You have satisfactorily described why the bore and jack approach is not practicable
in this particular case. I will retain the modified plan in the project file to provide explanation during the compliance
inspection. You are authorized to install the line using the open cut methods favored by the contractor. I will forward
the modified plans you provided me to the DWQ to complete their file and in case they have any additional comments.
Jamie Shern
Raleigh Regulatory Field Office
Wilmington District
US Army Corps of Engineers
We would appreciate your feedback on how we are performing our duties. Our automated
Customer Service Survey is located at:

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~_. l . _.
http://pert.nwp.usace.army.mil/survey.html
Thank you for taking the time to visit this site and complete the surve
_ _-__
From: Wood, Sammy fmailto:Sammv.WoodCalraleighnc.gov]
Sent: Friday, March 11, 2011 12:08 PM
To: Shern, James F SAW
Cc: Fox, Dean; Johnson, Chris; 'McGlamery, Skip'
Subject: Action ID: SAW-2009-02262 (Jones Sausage Road & Rock Quarry Road Widening Project)
Dear Mc Shern:
Please find attached documentation from the subcontractor on the subject project as it relates to conducting boring
operations for the sanitary sewer relocation required by the subject project. Due to slight elevation difference between the
top of pipe and the stream bed, the bore will inevitably cause a cave in within the stream and surrounding wetlands.
Therefore, we humbly request that we be allowed to open cut the stream and surrounding wet lands to install the proposed
sanitary sewer line and backfill to the original natural elevation within the stream.
Should you have any questions or need additional information, please feel free to contact me at 919-996-4059.
Respectfully yours,
Sammy G. Wood, PE -Project Engineer I/
Ciry ojRaleigh Public Works Department
Design/Construction Division
222 W. Hargett Street
P. O. Box 590
Ra/eigh, NC 27602
Ojfrce: 919-996-3030
Direct: 919-996-4059
Fax: [phone]
Wehsite: www.raleiahne.eov
Classification: UNCLASSIFIED
Caveats: FOLIO

Moffat Pipe,_~~~.:
A WBE/DBE Company.
February 25, 2011
TO: FredSmith Company
6105:"Chapel'l-lilt Rd.
Cary; NC 27607
ATTN: John~McGlamery
RE: Jones Sausage Rd. Widening and Realignment and Rock Quarry Rd:`Widening, Dart B
FrojectNi~mber: PW 2010-OS
1Zequesffor Meeting to discuss Gradity'Sewer7ack and Bore
Mr. McGlamery;
MoffatPipe; Inc. would like to schedule a meeting with Fred Smith Company and The City of Raleigh
Public Works Department to tlisctiss issues regardng'thegravity sewerjack and.bore. N1Pl understands.tNat
there maybe restrictions due to permits; however, we would like,to discuss these issues and come up with the
best solution that complies with the pemritfing requirements: Below is a list of-the problems thafwe'see and
some possible solutions.
Problems:
l . All_casing cannot be mstalled.by metfiod.of frenchless installation. As shown on sheet U=8 the casing
• wilLextend the entire distance betweemmanhole 4 and manhole 8'.
2. Per sheet U-20 the clearance between the top of pipe andstream lied is only 2-3'. This will not allow
enough clearance to properly mstap the casing without an impact:omtfiestream.
3. Tfie'proposed grade of the_pipe and unstiitaGle material in'this area prises-problems forinstallation of
the casing by method of jack and bore:
Solutions•
l . In order to install the gravity sewer line by method dfjack and.bore''the casing will need. to be
shortened to allow fora bore piton he downstream side;and a; receiyingrpit;on the upstream side.
;fhe'bore pit will.need to be as close to the 'stream bank as possible to protect the existing gravity
'sewer line ariil allow work to;be completed.
2816 Moffat Terrace=/ WakeFore3L,NE27587./ Phone:919,295.4630./~',Fax:~,Q19,29.5.4631
www.moffatpi`pe,com
~. _

.Moffat .Ppe;h~.
AWBE/DBECOmpany
3. A. Installing casing by'method of open cut.
B. If jack and bore is required the stream will be 6ypasse8to allow installation, however, tke casing
will.expose itself duringponstruction and existing material overand around the casing`could
itl~ate into the casing during construction: This.will possibly lead to a large void in the stream,
which will need to 6e-addressed';
3. Shortening the casing and/or allowing installation of the casing by method of open cut would
increase the quality of the final`product
,Ifyou have any questions or need~clarifcation regarding the problems of solutions above please feel free
to contact me.'@lease contact us to schedule an•appointment to discuss these issues.
't'han s,
es a DuClau
Project Engineer
2816.MoffatTerrace /yWakeForesG,NC27687. /.Phone: 919:295.4630~LFax;9.19:285:4631
wwcu.moHa4pipe_com'

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' ~CONTRP.CTOR' -!„O~r~r, 'rte TNC.
Moffat Pipe, Inc. ~ (n/A~6 ~OUN7~/•
2428 P0012 Road PROJECT LOCATION
Raleigh, NC'27610 pRO;IECT NAME '~a"~GrS~ .~w(/3f/ds>~ ~ ~~ ~
919.327.3612 OfliCe PROJE.C.{T~ N^UMBER /0/~' ~~~ SHEET ~ OF
919;255.6682Fax BV~_,,,1~ ~,y _DATE -2.ZS~.1~
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