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HomeMy WebLinkAbout20140719 Ver 1_Emails_20140703From: Hy Nguyen <H Nguyen @dprassodatesnet> Sent: Thursday, July U3'ZUl44:34PK4 To: AJsmeyer, Eric [ SAW; 8urdette, Jennifer a Cc: TevKKeith; Du Le Subject: RE: Van HanhTemp|e\ Stream crossing (UNCLASSIFIED) Attachments: 10003'Van HanhTemp|e'P[N FormZUl4.pdf Eric: We are looking to keep the sewer design as is, which is boring, in the effort to minimize the stream and wetland impacts. Could you please go ahead issuing the renewed General Permit? Jennifer: Attached is our completed PCNForm. Please take a look and let me know if everything isgood. Once |hear back from you, vve will send the 5 copies and the check of$24O. As far as the "agent authorization form", Mr. Du Le is an authorized official ofNC Buddhist Association. What exactly form does he have tosend? Do you have a sample that we could take a look? |s there anything else vve need tosubmit? VVe are way behind schedule. VVe would greatly appreciate if you could expediting this approval for us. Thank you and have a great July 41hAll. imimm landscape architecture, civil engineering, & planning 42o Hawthorne Lane, Charlotte, mo2e2o4 o.ro4.002.12o4Ext. 115 M. 704.340.0641 F. 704.332.1210 40Years'. ^ Any attached d1muane(s) are auppxe/u*oPq4aanvlateaInc tomeabove revq)�ent(s)mamvealgnlvnnatrumunwaaemavmeamatmeattached flfe(s) may or nav not u*mennm record uwwllnga Any mfomaunncmta/n*a from mma1gua/flfe(s)a»mxu* used for reference only From: A|smeyer, Eric C SAW [mai|to:EhcC./Usmeyer@usace.army.mi|] Sent: Monday, June 23, 2014 2:31 PM To: Hy Nguyen; Tevx Keith; Burdette, Jennifer a Cc: Sanchez, Cesar; Larry@Caro|inaB|d8Contractors.com; Du Le; Hall, Randy; Higgins, Thomas Subject: RE: Van HanhTemp|e, 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 /. From: Hy Nguyen [ma i Ito: HNguyen dprassociates.net] Sent: Thursday, June 12, 2014 12:05 AM To: Tew, Keith; Burdette, Jennifer a Cc: Sanchez, Cesar; Larry (a)CarolinaBldaContractors.com; Alsmeyer, Eric C SAW; Du Le; Hall, Randy; Higgins, Thomas Subject: [EXTERNAL] RE: Van Hanh Temple, Stream crossing Thank you Keith and Jennifer for your response. I spoke with Eric last week, and he was not opposing to open cut either. I °II discuss the options with the Temple and will make the decision soon one way or the other. Will keep all informed soon. 1'; Ilf °° "III A OC A ni]EE , ii ( 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 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: Friday, June 06, 2014 3:37 PM To: Burdette, Jennifer a Cc: Sanchez, Cesar; Larry @Carolina BldgContractors. com ;'Eric.C.Alsmeyer @us.army.mil'; Du Le; Hall, Randy; Higgins, Thomas; Hy Nguyen Subject: RE: Van Hanh Temple, Stream crossing The 16" steel casing specified on the approved plan is already the minimally acceptable size to accommodate an 8" main. It leaves only a 4" space between the casing & DI carrier pipe, which is necessary to install the supporting hardware (spiders). w Keith A. Tew, PE From: Burdette, Jennifer a [ mailto: Jennifer.Burdette(a)ncdenr.Qov] Sent: Friday, June 06, 2014 2:57 PM To: Hy Nguyen; Tew, Keith Cc: Sanchez, Cesar; Larry Ca)CarolinaBldaContractors.com; 'Eric. C.Alsmeyer @ us. army. miI'; Du Le; Hall, Randy; Higgins, Thomas Subject: RE: Van Hanh Temple, Stream crossing 0 Jennifer A. B 401/Buffer Coordinator 401 & Buffer Permitting Unit Wetlands Branch NCDENR - Division of Water Resources - Water Quality Programs 1650 Mail Service Center Raleigh, 6. (919) 807-6364 phone 807-6494 *Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to third parties unless the content is exempt by statute or other regulation.* From: Hy Nguyen [ma i Ito: HNguyen dprassociates.net] Sent: Monday, June 02, 2014 9:57 AM To: Tew, Keith; Burdette, Jennifer a Cc: 'Shern, James F SAW'; Mcmillan, Ian; Sanchez, Cesar; Larry Ca)CarolinaBldaContractors.com; 'Eric. C.Alsmeyer @ us. army. miI'; 'Richmond, Martin'; Du Le; Hall, Randy; Higgins, Thomas Subject: RE: Van Hanh Temple, Stream crossing i 111:"IR ASSOC Al'[-ES, 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'. "Making 1he 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 draviiinga, 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: Friday, May 30, 2014 9:59 AM To: Hy Nguyen Cc: 'Shern, James F SAW'; 'Mcmillan, Ian'; Sanchez, Cesar; Larry @Carolina BldgContractors.com; ' Eric. C. Alsmeyer @us.army.mil';'Richmond, Martin'; Du Le; iennifer.burdette @ncdenr.org; Hall, Randy; Higgins, Thomas Subject: RE: Van Hanh Temple, Stream crossing Hy: To clarify CORPUD's position, the method of construction (open cut versus B&J) does not matter so much - but either method still requires the restrain joint DIP carrier pipe (installed to waterline specifications) with crown of steel casing exposed in the creek. If your environmental permitting is modified to reflect another method of installation, please resubmit the revised Utility sheet (only) showing the change in both plan & profile. I will review & forward to our inspectors once approved. Thanks. Keith w yy� gay. Keith A. Tew, PE From: Hy Nguyen [ma i Ito: HNguyen dprassociates.net] Sent: Thursday, May 29, 2014 10:43 PM To: Tew, Keith; 'Eric. C.Alsmeyer @ us. army. miI'; jennifer.burdetteCa)ncdenr.org Cc: 'Shern, James F SAW; 'Mcmillan, Ian'; Sanchez, Cesar; Larry (a)CarolinaBldaContractors.com; 'Richmond, Martin'; Du Le Subject: RE: Van Hanh Temple, Stream crossing To: Jennifer Burclette (NCDENR) Eric Alsmeyer (Corps of Engineer) Keith Tew (Raleigh Engineering) If this 4" sewer encasing above the creek bed is considered an impact, and a separate 401 permit is required, then we would like to go for the open cut, since it is the same permit. It would save us substantial construction cost for not having to bore. I spoke with Keith Tew who approved the sewer/water plans previously, and he confirmed that open cut F%1111141�1 IMMMIM� za�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'. "MAing 1he Land Wr orl� 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, From: Hy Nguyen [ma i Ito: HNguyen dprassociates.net] Sent: Monday, October 25, 2010 10:31 AM To: Tew, Keith; Richmond, Martin Cc: Shern, James F SAW; Eric. C.AlsmeyerCa)us.army.mi1; Mcmillan, Ian; Sanchez, Cesar Subject: RE: Van Hanh Temple, stream crossing Keith- Thanks for the clarification All: again, per COR ordinance, the Temple is required to build a public 8" gravity sewer system to serve the proposed building and for future tie -in from upstream parcel (or pay a `pre - payment assessment' fee). The proposed sewer line will have to tie into an existing 15" sewer line, which is on the other side of the creek (Powell creek, a tributary Harris creek). We propose to bore under the creek because it appears to be the most efficient method, as aerial crossing is not feasible, and open -cut would probably involve further permitting. Everyone I talked to at DWQ and USACE seem to agree that no permits are necessary for the proposed sewer crossing. I simply just need some sort of letter or email in writing so that I can forward to CORPUD. Thank you. Hy Nguyen Hy V. Nguyen, P.E. DPR ASSOCIATES, INC landscape architects, planners, & engineers 420 Hawthorne Lane, Charlotte, NC 28204 O. 704.332.1204 Ext. 309 M. 704.340.0641 F. 704.332.1210 www.dprassomates.net hnqu en dprassocuates.net the attached digital frlc() are supplied by ylPR Associates, Inc. tea the ,ak+oile recipient(s) as ra desi rh construction raid. Be advised that the attached files) n7 ay or n7 ay not be the final record drawings. Any inforA 7 ation obtained from this digital files) shall be used r`or reference orrly. From: Tew, Keith [ mai Ito: Keith.Tew(d)raleighnc.gov] Sent: Monday, October 25, 2010 9:45 AM To: Hy Nguyen; 'Richmond, Martin' Cc: ' Shern, James F SAW'; 'Eric. C.Alsmeyer @ us. army. miI'; ' Mcmillan, Ian'; Sanchez, Cesar Subject: Van Hanh Temple, stream crossing All: Just as a brief matter of clarification, CORPUD never actually required that the sewerline be bored under Harris Creek - versus open cut. Plans submitted to our office for first review had already specified this as the method of choice. Either way, we simply requested that the Project Engineer provide us a copy of all environmental permits associated with the stream crossing - should any apply. However, if NCDWQ & /or USACE has determined that no permits are necessary for the proposed impact - then no further action is needed for CORPUD on this issue. Martin: I will call you later this morning to discuss. Thank you all, Keith A. Tew, PE Public Utilities Departrnent . ministration Division . One xc tinge plaza. Suite 620 Phone: (9 19) 857 ....4540 rn.ail.: keith.tewgraleighnc.goov ebsite: www.raleighne.gov WATER W�" From: Hy Nguyen [ma i Ito: HNguyen dprassociates.net] Sent: Thursday, October 21, 2010 1:59 PM To: Richmond, Martin Cc: Shern, James F SAW; Eric. C.Alsmeyer(a)us.army.mi1; Mcmillan, Ian; Tew, Keith; Sanchez, Cesar Subject: RE: 4229 Forestville Rd, Raleigh Site (10003, Van Hanh Temple) Martin COR Public Utilities is the one who requests DWQ and /or USACE permits for `stream crossing', as applicable. My contacts are Keith Tew and Cesar Sanchez, (919- 857 - 4540). I've copied both Keith and Cesar here also. Please verify /confirm. Thank you. From: Richmond, Martin [ mai Ito: martin.richmondCa)ncdenr.gov] Sent: Thursday, October 21, 2010 1:45 PM To: Hy Nguyen Cc: Shern, James F SAW; Eric. C.Alsmeyer(abus.army.mi1; Mcmillan, Ian Subject: RE: 4229 Forestville Rd, Raleigh Site (10003, Van Hanh Temple) For Jamie/Eric/lan — they are proposing to horizontally bore a sewer line under a jurisdictional, subject stream (Harris Creek, I believe). I'm thinking if they stay out of the buffer on either side of the stream, and they're not impacting the stream, they don't need a permit or buffer authorization. However, they may have concerns with the City of Raleigh. I contacted them (CoR) about boring under the stream ... I believe the City may want us — eventually — to either approve this or issue something like a no permit needed. From: Hy Nguyen [ma i Ito: HNguyen dprassociates.net] Sent: Thursday, October 21, 2010 12:02 PM To: Richmond, Martin Subject: RE: 4229 Forestville Rd, Raleigh Site (10003, Van Hanh Temple) Martin Thanks for the stream determination letter. I will forward it to the City and see what they say. I was hoping for the letter that states the proposed activity is acceptable without any (404/401) permit, but your letter actually states that `this project may require a Section 404/401 Permit'. Is this within your DWQ Wetlands /Stormwaterjurisdiction to render a such statement or I have to contact the USACE (Raleigh Regulatory Field Office) also? Is this permit issued through your DWQ branch or USACE? I've contacted Eric Alsmeyer and James Shern of USACE and am waiting for their response. Any further clarification is greatly appreciated. Thanks, Z From: Richmond, Martin [ mai Ito: martin.richmondCa)ncdenr.gov] Sent: Monday, October 18, 2010 3:15 PM To: Hy Nguyen Subject: RE: 4229 Forestville Rd, Raleigh Site (10003, Van Hanh Temple) Hy —stream determination letter attached... I'm hoping this is what the city wants. Hard copy goes out in tomorrow's mail Let me know if you have questions Thanks, Martin From: Hy Nguyen [ma i Ito: HNguyen dprassociates.net] Sent: Tuesday, September 21, 2010 9:27 AM To: Richmond, Martin Subject: RE: 4229 Forestville Rd, Raleigh Site (10003, Van Hanh Temple) Martin Attached PDF is our latest sewer crossing creek plan, addressing Raleigh's comments @ bore /jack with 16" encasing. For your records. Thank you. From: Hy Nguyen Sent: Friday, September 17, 2010 11:51 AM To: 'Richmond, Martin' Subject: RE: 4229 Forestville Rd, Raleigh Site (10003, Van Hanh Temple) Thank you Martin I knew you were busy, but I was worried as I couldn't get a hold of you after several email /voicemail attempts, especially you were quick to call me back the first time. Yes, Raleigh wanted to get something in writing from DWQ and /or USACE /FEMA. The design for the 8" gravity sewer crossing the creek changed a little bit since I received the comments back from Raleigh engineering department. They require 18" steel encasing pipe to be bored with the 8" DIP carrier pipe inside. The 8" pipe is still +/- 0.3' below creek bottom, but the 18" encasing will be +/- 0.3' above the creek bottom for a short section. Since it is still a direct bore perpendicular to the stream, less than 40' corridor, I hope that it is still good, and does not trigger any 401/404 permit. I will send you the revised sewer plan /profile hopefully today or Monday the latest so that you can have it for your field visit. Thanks for your help. Let me know if you have any questions. Hy. From: Richmond, Martin [ mai Ito: martin.richmondCa)ncdenr.Qov] Sent: Thursday, September 16, 2010 8:17 AM To: Hy Nguyen Subject: RE: 4229 Forestville Rd, Raleigh Site (10003, Van Hanh Temple) From: Hy Nguyen [ma i Ito: HNguyen dprassociates.net] Sent: Tuesday, August 17, 2010 4:20 PM To: Richmond, Martin Subject: FW: 4229 Forestville Rd, Raleigh Site (10003, Van Hanh Temple) Martin Have you had a chance to review this yet? Let me know. Thanks. From: Hy Nguyen Sent: Friday, July 23, 2010 5:12 PM To: 'martin.richmond @ncdenr.gov' Subject: RE: 4229 Forestville Rd, Raleigh Site (10003, Van Hanh Temple) Martin Again, the site is at 4229 Forestville, Raleigh, NC 27616. Wake County ID # 1746 -01 -49 -3709. Im attaching here our latest sewer design plan as submitted to Raleigh for permitting, which shows the 8" DIP bore under the creek. Attached also is the FEMA map; the sewer crossing is approximately at section station 199. 1 don't have the county soil map at the moment, but geotech reports states it is Sandy Clay and Silty Sands within the property. Let me know what would be the appropriate steps we need to go thru with NCDENR -DWQ in addition to the permitting process with City of Raleigh. I appreciate your help. 0 From: Hy Nguyen Sent: Thursday, July 22, 2010 4:22 PM To: 'martin.richmond @ncdenr.gov' Subject: 4229 Forestville Rd, Raleigh Site (10003, Van Hanh Temple) Martin Got your voicemail on Wednesday. It's a proposed 8" public gravity sewer, tying into Raleigh existing 15" sewer trunk, to serve the 8000 sf new building of Van Hanh Temple project. We have to cross the creek once; top of bank to top of bank is approximately 20'-35'. It's the Powell Creek, a tributary of Harris Creek. I am looking to bore under it, with perhaps I' below the bottom of creek. FYI. I will send you the GIS map and soil information tomorrow. Thanks, Hy. Hy V. Nguyen, P.E. DPR ASSOCIATES, INC landscape architects, planners, & engineers 420 Hawthorne Lane, Charlotte, NC 28204 O. 704.332.1204 Ext. 309 M. 704.340.0641 F. 704.332.1210 w �dras�somates �net hng-u en dprassocuates.net the attached digital ffle(s) are supplied by DPR Associates, Inc. b) the aboile recipient(s) as a designl construction raid. Be advised that the attached ffle(s) n7 ay or n7 ay not be the final record drawings. Any infom7ation obtained from this digital ffle(s) shaii be used forreterence only. Classification: UNCLASSIFIED Caveats: NONE 10