20140719 Ver 1_Emails_20150114

Burdette, Jennifer a
From: Tew, Keith <Keith.Tew @raleighnc.gov>
Sent: Wednesday, January 14, 2015 9:47 AM
To: Hy Nguyen
Cc: Du Le; Smith, Cherri L; Burdette, Jennifer a; Higgins, Thomas; Ritchie, Kenneth;
sienkwiczcontracting @nc.rr.com; Sanchez, Cesar; Massengill, Robert; Alsmeyer, Eric C
SAW
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1 -14 -15
Attachments: ATT00001.c; ATT00002.htm
Hy:
I have an alternate design in mind, given this new information, but would like to discuss with staff before giving you
direction - will keep you posted.
Keith
w
Keith A. Tew, PE
From: Hy Nguyen [ mailto :HNguyen @dprassociates.net]
Sent: Wednesday, January 14, 2015 12:31 AM
To: Tew, Keith; Alsmeyer, Eric C SAW
Cc: Du Le; Smith, Cherri L; Burdette, Jennifer a; Higgins, Thomas; Ritchie, Kenneth; sienkwiczcontracting @ nc.rr.com;
Sanchez, Cesar; Massengill, Robert
Subject: RE: Van Hanh Temple, Sewer Stream crossing Update 1 -14 -15
='01.11l
We have also obtained the FEMA information on the 10, 50, & 100 -yr elevations. FEMA does not have data on th 25 -yr
storm; therefore, we did our best to interpret between the 10 & 50 -yr. Our # is probably within a few tenths of the true
Attached are 2 exhibits showing the proposed aerial crossing. +
above the 10-yr storm. Attached also is the overall previously approved design, for references. The option #1 /route
accommodating the 25-yr storm pushes the sewer up too high, with approximately 350' in the air. Even though it is st
deep enough to serve the new Temple, it will literally have zero cover at MH #4, and will be out of ground by future
MH-5 (future offsite tie-in). This option is not feasible in my opion. I

Proposed Option #2 is to set the sewer 1° above the 10 -yr storm. About 180 If will be aerial. It is deep enough to serve
the new Temple, but will be 3.4° deep at MH -4 and 1° deep at future MH -5. This is not ideal but it does meet City's aerial
crossing, except we will have to live with the fact that the sewer is 1° above the 10 -yr storm. Aerial crossing will be per
City of Raleigh standard details /specs.
•
Please review and advise on how we can proceed from here. The owner is anxious to get this matter resolved.
Thank you for your time.
i
111:"IR ASSOC iiA.ni'[E , iiflN(
landscape architecture, civil engineering, & planning
420 Hawthorne Lane, Charlotte, NC 28204
O. 704.332.1204 Ext. 115 M. 704.340.0641 F. 704.332.1210
www.dprassociates.net
hnauyenOdprassociates.net
40Years'. "Mal6ng 1he 1..and Worl� for Yoti"
Any l attached e'lgrtal fNe(s) are supplied by DPR Associates, Inc to the above recq) ent(s) as a deslgnl construction sic' Be advised (fist the attached files) ma,yl or
may not be the final record draviiinga, Any l irrformatlon obtalned from thci d1g1tal files) shall be used for reference onl,y,
From: Tew, Keith [ mailto:Keith.Tew @raleighnc.gov]
Sent: Wednesday, December 03, 2014 10:52 AM
To: Alsmeyer, Eric C SAW; Hy Nguyen
Cc: Du Le; Smith, Cherri L; Burdette, Jennifer a; Higgins, Thomas; Ritchie, Kenneth; sienkwiczcontracting @nc.rr.com;
Sanchez, Cesar; Massengill, Robert
Subject: RE: Van Hanh Temple, Sewer Stream crossing (UNCLASSIFIED)
Thank you Eric. At this point we are not allowing the aerial stream crossing as currently proposed, for reasons stated
below, pending further investigation by Engineer. In the event an aerial crossing is allowed at the end of day though -
structural supports (pile or pier foundations depending on geotech recommendation) will be required as you have
suggested.
Hy: do you know what the Q25 elevation is? At this point you may want to consider how high you can enter the new MH
to maximize height of crossing above the creek surface. However this would necessitate an ICP revision since the
upstream pipe grades / MH inverts would change & aerial crossing details need to be added, etc -
w
yy� gay.
Keith A. Tew, PE
From: Alsmeyer, Eric C SAW [mai Ito: Eric. C.Alsmeyer(abusace. army. miI]
Sent: Wednesday, December 03, 2014 10:31 AM

To: Hy Nguyen; Tew, Keith
Cc: Du Le; Smith, Cherri L; Burdette, Jennifer a; Higgins, Thomas; Ritchie, Kenneth; sienkwiczcontractina Ca)nc.rr.com,
Sanchez, Cesar; Massengill, Robert
Subject: RE: Van Hanh Temple, Sewer Stream crossing (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
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 : / /regulatory.usacesurvey.com /.
rac
Eric Alsmeyer
Project Manager
From: Hy Nguyen [ma i Ito: HNauyen dprassociates.net]
Sent: Tuesday, December 02, 2014 12:17 PM
To: Tew, Keith
Cc: Du Le; Smith, Cherri L; Alsmeyer, Eric C SAW; Burdette, Jennifer a; Higgins, Thomas; Ritchie, Kenneth;
sienkwiczcontractina (a)nc.rr.com; Sanchez, Cesar; Massengill, Robert
Subject: [EXTERNAL] RE: Van Hanh Temple, Sewer Stream crossing
am
Thanks for your email. We have ordered the surveying shots on the existing creek and will overlay it on our current
design to see exactly what has been changed and the exact exposure of the encasing over the creekbed. Will keep you
posted.

i
111:"IR ASSOC A'1'[-ES, IlllN(
landscape architecture, civil engineering, & planning
420 Hawthorne Lane, Charlotte, NC 28204
O. 704.332.1204 Ext. 115 M. 704.340.0641 F. 704.332.1210
www.dprassociates.net
hnauyenOdprassociates.net
40Years'. "Ma ki>n the Land Work for Yoti"
Any l attached plgrtal fNe(s) are supplied by DPR Associates, Inc to the above recq) ent(s) as a design/ construction sic' Be advised (fist the attached files) ma,yl or
may not be lhe final record draviilrnga, Any l irrformatlon obtalned from th ci prgltal files) shall be used for reference onl,y,
From: Tew, Keith [ mailto:Keith.Tew @raleighnc.gov]
Sent: Tuesday, December 02, 2014 10:18 AM
To: Hy Nguyen
Cc: Du Le; Smith, Cherri L; Alsmeyer, Eric C SAW; sienkwicgcontracting @nc.rr.com; Burdette, Jennifer a; Higgins,
Thomas; Ritchie, Kenneth; sienkwiczcontracting @nc.rr.com; Sanchez, Cesar; Massengill, Robert
Subject: RE: Van Hanh Temple, Stream crossing
Hy:
I have discussed the new stream crossing with Manager of Plans Review group & Assistant Utility Director over all land
development. The original design was less than ideal but we felt the slight exposure was an acceptable risk. However an
aerial crossing below Q25 does not meet min state criteria for gravity sewer & presents us with major concerns regarding
stream blockage & associated ongoing maintenance & repair issues. For now, you are not authorized to construct the new
stream crossing pending a more thorough investigation of all design alternatives - to include the following:
How does this new elevation effect your NCDWR & USACE Permits? CORPUD would like a brief email response
from each agency if they are agreeable to do so
U3,.I,1° Ian "IY..,.IrnnY IC Ian Ipn ^. a;n�l�vn ^.Iraa �i °in�lp °i�,l I�VQ,V �flCI Qawl a; "Il�a�l� aw�,lllllllly l�." °i� a�i� "� " na ^. ;� I�VQ,V �flCI Ira ^.ir':.irnnll� awa; "e
MylNpv 25 1 eirn"na11 Ihek)w for the eirn"nail fn)llllno gp t o awhn^.Iltoin ICpg! blls Irna�ngns also ap6l <e fty USACE
(Eirllc Allsirn"nevn^.IY) and fill fi)Ik)W LID a 2anfllf, II fill a S<for eirn"nafl IYn^.slDOinse froirn"n IVaoth,,
Do yQtlg gflgA 1II"ng p7 [pC7Qtlsed 8 " sQ ".wQ ".IY SwIo 7g to the IQes o tha in 0 3% and -de II „Ii at hQtlttoirlrn IIinvert of the 15”
�n^. n^.IY Irn"na in flinstea d of Irn"nata;llhfllpg 1bg gir() 1p?..IIt w on,lllki Ilhn^.IIp g Illltt]e, even h(x,igh lrn" gj� ;lbbing the a corm lls a
bQ ".t',tQ ".IY desllgD � ina;Q".the IIIve sQ "arvn ".IYagge Its ` %fl, L,

• Consider relaying a portion of the Harris Creek interceptor to obtain the depth necessary to accommodate a
conventional crossing under the creek. Again sufficient field survey data will be required to either affirm or rule
out with absolute certainty
I Pi3Il" Agaglln, the Q ".i'wlistiIng 15" D iD sQ ".wQ'„ ".IY was sl,IIlY1/Q".yQ°"j I hg Q J off% agln d 0 ,m,7% sIQ)pg Qtlln the 2 IY ruins
I rnlY'Dgdllate' y l,llp7 - tIrealYlrn of [ ()re.s'IviII e Ild fl"Q;;klyling a pg!tiioin of or the ein'IIire h lh sQ ".a;IIIQtlIY`ns wQtlukj not
i)Iease note that the I eirn'np g wanan Irn^g� iilred Icy Q ity non Rallgiigb Ig a~jg^ i °ig!) g!)) j bgiilld this pgb iii g; [gyiicy ,:-)ewer:
¢y .-. teIYrw Ir... auding 7Ytl id.., I In p n.. I � �,r Ir " Ie � ., � r :r�.. :I r �:, .raQlrI n QvQd � r n Ie �s I dFQvQY" Qt.. I ¢ I a Q
It
y
r.
nn'IY'rgao'�IYl,lla;'II,IIIYa ".
in this Vicinity Aga Irng a qda".gl,llaqia" y da".aolig ng"j to aga;a;oir nlYrnoda -te. aol,lldh I ad this extension.
wain ag!)- tiIa;IIpaqta".d in the orIIgIIlm ll 15" IIIrn'tera;a".pt or, the cra"ea < crossing wQdl,l d bagyg ba"ein considered, a indthe
15" Ir'n"naI °iln woukl have not Ian ein Ihit,uf t that shaIIIl )w,,
We cg!) ir':gl?g�a^...g Iln1ngg! n^ngga� iing IpII.l ?n^. and....Iaullll I�ag� Abe I�(I[g. giil Ilocatiiolns froirn'n the IhalN<s oin Ihoth
sides,, I Ihat woukl ha^.II[? !In iil ii lrn'nfi.ziil g the filrn'nuM ggt� oin the IlhalNl< We coit,ulld Ipin, Irfilp[glp g!) dog non 1bg n^. ggsn^d
Q;;'".Iaa':asiinR r ". .,l„IIIrI s Q;�"n its Inaq'La,lllrr ll a':Q'�"nn..
glYa�� Q.�', �hQ. a:IYQ:;.Q.� IYQ.� � 'I' "� ,IIIYane ndvQ.? ".IY tIIIYIrnQ;;; "..
Please submit your findings, with the above requested emails, for further review & approval by staff. Thank you.
Keith
�1
1l
Keith A. Tew, PE
From: Hy Nguyen [ma i Ito: HNguyen dprassociates.net]
Sent: Tuesday, November 25, 2014 2:16 PM
To: Tew, Keith
Cc: Du Le; Smith, Cherri L; Alsmeyer, Eric C SAW; sienkwicgcontracting a)nc.rr.com; Burdette, Jennifer a; Higgins,
Thomas; Ritchie, Kenneth; sienkwiczcontractinaCa)nc.rr.com
Subject: RE: Van Hanh Temple, Stream crossing
EM
The construction is underway with the doghouse MH. No crossing yet. The contractor is Sienkwicz Contracting; he's
copied here. I don't have the inspector contact.
5

I don't have the new survey of the creek profile, but based on the contactor's field staking working back from the
I've advised the contractor to stay put for now. Please advise.
Thanks.
i
1'; Ilf °° "III A OC A ni]EE , iiiN(
landscape architecture, civil engineering, & planning
420 Hawthorne Lane, Charlotte, NC 28204
O. 704.332.1204 Ext. 115 M. 704.340.0641 F. 704.332.1210
www.dprassociates.net
hnauyenOdprassociates.net
40Years'. "MAing 1he Land Worl� for Yoti"
Any l attached e'lgrtal fNe(s) are supplied by DPR Associates, Inc to the above recq) ent(s) as a deslgnl construction sic' Be advised (fist the attached files) ma,yl or
may not be lhe final record draviiinga, Any l irrformatlon obtalned from th ci d1g1tal files) shall be used for reference onl,y,
From: Tew, Keith [ mailto:Keith.Tew @raleighnc.gov]
Sent: Tuesday, November 25, 2014 1:59 PM
To: Hy Nguyen
Cc: Du Le; Smith, Cherri L; Alsmeyer, Eric C SAW; sienkwicgcontracting @nc.rr.com; Burdette, Jennifer a;
shelton.sullivan @ncdenr.gov; Higgins, Thomas; Ritchie, Kenneth
Subject: RE: Van Hanh Temple, Stream crossing
Hy, this change could change the status of your utility approval.
Typically for creek crossings we require the invert of steel casing to be 1.0' above Q25 - or the crown of DIP carrier pipe
to be 1.0' under the creek bed. We allowed a slight exposure of the casing in the previous approval given the depth of
sewer you are trying to connect to. Now the crossing is entirely (but barely) aerial, & without pier foundations - which is a
huge concern to the city with regard to stream clogging & associated maintenance / repairs.
Can you provide an overlay (profile exhibit) of the approved design with new field survey cross section? What is the
status of construction & who is your inspector? I am not saying that your approval will necessarily be rescinded, but I am
saying that I need to discuss this change with staff for a consensus on what we can & cannot live with. Meantime I'd
suggest that your contractor please stop work until this issue is resolved - thanks.
Keith
Keith A. Tew, PE
Project Engineer I
' Administration Division
1a yrlyy
Public Utilities Department
One Exchange Plaza, Suite 620
�t Phone: [phone]
Email: keith.temaDraleighnc.gov
Webslte: www.raleighnc.gov

From: Hy Nguyen
Sent: Tuesday, November 25,2O1412:2OPM
To: Bun1ette,]ennifera;
Cm: Tew, Keith; Du Le; Smith Cherh i; Alsmeyer, Eric CSAW;
Subject: RE: Van Hanh Temple, Stream crossing NCDENR 401 Permit 14-0719
"Ma 1 rM Iffla�|
Thanks for taking my call today regarding the sewer crossing for Van Hanh Temple, Stream crossing NCIDENR 401 Permit
14-O719.
You have agreed to the above approach and stated that this email would suffice for the project records. (Let usknow
your decision on the rip-rap.)
Please let me know if you have any comments or if I've misstated anything otherwise.
I've copied Cherh Smith per your request. Keith Tevvof Raleigh Engineering, Eric A|smeyerof Corps, Temple Rep, and
their contractor are copied here as well.

ma�i�
111:"IR ASSOC N(
landscape architecture, civil engineering, & planning
420 Hawthorne Lane, Charlotte, NC 28204
O. 704.332.1204 Ext. 115 M. 704.340.0641 F. 704.332.1210
www.dprassociates.net
hna uven OdDrassociates. net
40Years'. "Makia g 1he 1..ar d Work for Yoti"
An; l attached d1g1tal ffle(s) are supplied by DP R Associates, Inc to the above recq) ent(s) as a design/ construction ald Be advised that the attached flfe(s) mayl or
may not be the final record draollngs An; l Informatlon obtalned from thc� d1g1tal flfe(s) shall be used for reference only,
Classification: UNCLASSIFIED
Caveats: NONE

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■►■■NI■ ■■IN1■■■■■SONI :: ■■■
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A',i�►_T, _
0
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.l:
i�
tl
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REEK C965s1NGA• Ip•YEgG
FaR
RANI -1 TEMPLE
,cru.i i r- Sze Qm Ev u . Nt