HomeMy WebLinkAboutWQ0045586_Correspondence_20240722Baker, Caroline D
From: Jody Bland <jbland@ntengineers.com>
Sent: Monday, July 22, 2024 10:13 AM
To: Crisp, Dale
Cc: Tammy Watson
Subject: Re: [External] FW: Brunswick County - The Tides at Oceanlsle Beach LPSS extension
permit application WQ0045586 Response
Attachments: 21159-1 LPPS Stg V Calc.pdf
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Dale
See additional storage V calc as requested. Please let us know if you need anything else.
Do we need to put 2 hard copies in the mail to you or does this email suffice?
Thanks,
Joseph Bland, PE
NORRIS & T UNST LL
CONSULTING ENGINEEkS PC.
1429 Ash -Little River Road
Ash, NC 28420
910-287-5900 (phone)
910-512-8148 (mobile)
910-287-5902 (fax)
jbland@nten�ineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. that this electronic information provides
design information current as of the date of its release. It shall be the responsibility of the party receiving the data to
examine it to see that it contains the necessary files and information requested. In transferring the files in electronic
media format, Norris & Tunstall Consulting Engineers, P.C. makes no representations as to the useability or readability of
documents resulting from the use of software application packages, operating systems, or computer hardware differing
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From: Crisp, Dale <dale.crisp@deq.nc.gov>
Date: Friday, July 19, 2024 at 1:42 PM
To: Jody Bland <jbland@ntengineers.com>
Subject: RE: [External] FW: Brunswick County - The Tides at Oceanlsle Beach LPSS extension permit
application WQ0045586 Response
Thanks Jody— I understand!
I'm sorry to have to insist on the calcs, but the language in the ASEA does not give me any latitude.
Hope you have a good weekend as well! Dale
From: Jody Bland <jbland@ntengineers.com>
Sent: Friday, July 19, 2024 1:38 PM
To: Crisp, Dale <dale.crisp@deq.nc.gov>
Cc: Tammy Watson <twatson@nbengr.com>; William L. Pinnix <William.Pinnix@brunswickcountync.gov>; Montebello,
Michael J<Michael.Montebello @deq.nc.gov>; Lentz, Zac <zac.lentz@deq.nc.gov>; NLck.Coco@deq.nc.gov; Tharrington,
Tom <tom.tharrington@deq.nc.gov>; King, Morella s <morella.sanchez-king@deq.nc.gov>; Benson, Tyler G
<Tyler. Benson @deq.nc.gov>
Subject: Re: [External] FW: Brunswick County - The Tides at Oceanlsle Beach LPSS extension permit application
WQ0045586 Response
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Thanks Dale
I'm out of the office this afternoon but will send you some storage calcs on Monday. Have a good weekend
Thanks,
Jody Bland, PE
Norris & Bland Consulting Engineers, P.C.
910-287-5900 (o)
910-512-8148 (m)
Sent from my iPhone
On Jul 19, 2024, at 1:28 PM, Crisp, Dale <dale.crisp@deq.nc.gov> wrote:
Thank you Tammy and Jody for the responses to the project review comments and additional
information and additions to the engineering plans. I will work to move this project forward.
However, the response you provided to review question # 2 is not sufficient, since no calculations
are provided in the original submittal nor with this additional information you submitted yesterday.
The Division's ASEA requires on page 3 of 5, Section VII, line #4 that the storage volume listed must
be accompanied by calculations (see attached screenshot). I have seen the various notations you
identified in the supporting documents in your response, but the ASEA specifically requires
calculations notjust notations.
Therefore, please provide these required engineering calculations (signed and sealed) supporting
the various notations in ASEA and the supporting documents that 360 gallons of emergency
storage volume in each simplex pump station wetwell. Thanks, Dale
H. Dale Crisp, PE
Environmental Engineer II
Municipal Permitting Unit
NC Division of Water Resources
(919) 707-3603
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From: Tammy Watson <twatson@nbengr.com>
Sent: Thursday, July 18, 2024 5:05 PM
To: Crisp, Dale <dale.crisp@deg. nc.gov>
Cc: Jody Bland <ibland@nbengr.com>; William L. Pinnix <william.pin nix@brunswickcountync.gov>;
Montebello, Michael J<Michael.Montebello@deg.nc.gov>; Lentz, Zac <zac.lentz@deg. nc.gov>;
NLck.Coco@deg.nc.gov; Tharrington, Tom <tom.tharrington@deq.nc.gov>; King, Morella s
<morella.sanchez-king@deg.nc.gov>
Subject: [External] FW: Brunswick County - The Tides at Oceanlsle Beach LPSS extension permit
application WQ0045586 Response
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Good Afternoon -
Please find attached pdfs of the response package.
The letter and 2 copies of each attachment are being forwarded to your attention. Thankyou!
Respectfully,
Tammy T. Watson, Office Administrator
<image002.png>
1429 Ash -Little River Road
Ash, NC 28420
910-287-5900 (phone)
twatson(a)n bengr.com
It is the professional opinion of Norris & Bland Consulting Engineers, P.C., Norris & Tunstall
Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. that this
electronic information provides design information current as of the date of its release. It shall
be the responsibility of the party receiving the data to examine it to see that it contains the
necessary files and information requested. In transferring the files in electronic media format,
Norris & Bland Consulting Engineers, P.C., Norris & Tunstall Consulting Engineers, P.C. and
Norris, Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the
useability or readablility of documents resulting from the use of software application packages,
operating systems, or computer hardware differing from those used by Norris & Bland
Consulting Engineers, P.C., Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske &
Tunstall Consulting Engineers, Inc. in the preparation of such data.
From: William L. Pinnix <william.pinnix@brunswickcountync.gov>
Sent: Friday, July 12, 2024 3:10 PM
To: Crisp, Dale <dale.crisp@deg. nc.gov>; Jody Bland <ibland@nbengr.com>; Tammy Watson
<twatson@nbengr.com>
Cc: Montebello, Michael J<Michael.Montebello @deg.nc.gov>; Lentz, Zac <zac.lentz@deg.nc.gov>;
Coco, Nick A <Nlck.Coco@deq.nc.gov>; Tharrington, Tom <tom.tharrington@deg.nc.gov>; King, Morella
s <morella.sanchez-king@deq.nc.gov>; Amy Aycock<amy.aycock@brunswickcountync.gov>; Frederick
B. Watkins<freddie.watkins@brunswickcountync.gov>; Dalton P. VanSteen
<daIto n.vansteen@brunswickcountync.gov>
Subject: RE: Brunswick County - The Tides at Oceanlsle Beach LPSS extension permit application
WQ0045586
Dale,
Attached is the county flow reduction letter.
Thanks,
Bill
William L. Pinnix, PE I Engineering Services Director
Brunswick County Engineering
75 Courthouse Drive NE I Bldg I I PO Box 249 1 Bolivia, NC 28422
Phone:910-253-2408 1 Fax:910-253-2704
Email: william.pinnix@brunswickcountync.gov
Website: www.brunswickcountync.gov
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
From: Crisp, Dale <dale.crisp@deg. nc.gov>
Sent: Friday, July 12, 2024 2:29 PM
To: ibland@nbengr.com; William L. Pinnix <william.pinnix@brunswickcountync.gov>
Cc: Montebello, Michael J<Michael.Montebello @deg.nc.gov>; Lentz, Zac <zac.lentz@deq.nc.gov>;
Coco, Nick A <Nlck.Coco@deq.nc.gov>; Tharrington, Tom <tom.tharrington@deg.nc.gov>; King, Morella
s <morella.sanchez-king@deg.nc.gov>
Subject: RE: Brunswick County - The Tides at Oceanlsle Beach LPSS extension permit application
WQ0045586
CAUTION: This email originated from outside of Brunswick County Government. Do not click links or open attachments unless you
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Jody and Bill,
The project review comments e-mail below I just sent out bounced back for both of you all, so I'm
sending back to you both with corrected e-mail addresses.
My apologies to both of you for not catching this earlier and correcting your addresses before
sending out the e-mail. Thanks, Dale.
From: Crisp, Dale
Sent: Friday, July 12, 2024 2:20 PM
To: 'jbland@ntengineers.com'<ibland@ntengineers.com>
Cc: 'william.pin nix@brunswickcounty.nc.gov' <william. pin nix@brunswickcounty.nc.gov>; Montebello,
Michael J<Michael.Montebello@deq.nc.gov>; Lentz, Zac <zac.lentz@deq.nc.gov>; Coco, Nick A
<Nlck.Coco@deq.nc.gov>; Tharrington, Tom <tom.tharrington@deq.nc.gov>; King, Morella s
<morella.sanchez-king@deg.nc.gov>
Subject: Brunswick County - The Tides at Oceanlsle Beach LPSS extension permit application
WQ0045586
A review of the application and supporting documents for the subject application has been completed in
accordance with 15A NCAC 02T .0107. Please provide the additional or revised information for the
following comments, in order for the Division to complete the review:
The ASEA indicates a proposed sewer flow rate on page 2 of 5, line #8 of 10,500 GPD based on
50 lots at 210 GPD per residence for 3 bedroom homes as indicated. This equates to a proposed
flowrate of 70 GPD per bedroom per home. Line #7 of the same page indicates a reduced sewer
flowrate has been approved by the Division for this permittee facility, but no copy of the
approval letter from the Division appears to be included. Please provide a copy of the approval
letter, as required, or a revised application.
2. The ASEA indicates 360 gallons of emergency storage is provided on page 3 of 5, line #4 in each
simplex pump station wetwell, but no calculations are included in the supporting documents
confirming this amount of storage. Please provide.
3. The project narrative and the overall engineering site plans included in the project submittal
reference a downstream sewer pump station, but the FTSE does not include an evaluation of the
pump station and if there is sufficient capacity to serve the 50 lots served by the LPSS. Please
provide a revised FTSE that includes the evaluation of this pump station.
4. The project engineering plan and profile sheets submitted include some proposed 8-inch gravity
sewer, as well as the proposed LPSS wastewater collection system. How is the gravity sewer
portion of this project being permitted?
5. Sheets C4.27 and C4.3 of the engineering plan and profile sheet appear to indicate fire hydrant
assemblies and the pressure sewer blow -off assemblies that are located adjacent to each other
in the two (2) cul-de-sacs of Street "M". Please verify and label that a minimum horizontal
separation of 10 feet will be provided between these utilities.
6. The engineering plans on sheet C6.8 in the simplex pump station detail have a reference to anti -
flotation requirements of Brunswick County, but no specifics provisions and no calculations are
provided, as required in ASEA instructions. Please provide anti -flotation calculations for the
proposed simplex pump stations.
A response to the above comments is considered required in order to proceed with the review of the
application and issuance of the permit. If a complete response is not received within 30 days, the
application and supporting documents will be returned to you in accordance with 15A NCAC
02T.0107(e)(2).
Please feel free to provide digital copies of these revised documents and supporting information to me
via email along with hardcopies via mail.
Please let me know if you have any questions. Dale
H. Dale Crisp, PE
Environmental Engineer II
Municipal Permitting Unit
NC Division of Water Resources
919-707-3603
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Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.
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