I found the original filed map from Shore Acres. It is attached for reference. The map has Channel Drive listed as Lagoon Drive, but it does have a 4-foot wide reserve strip in between the road and the water. I imagine it was either for exactly what you have been using it for, docking, or it was a “Spite-Strip”, which was more common than you would thing in the 1940’s-1960’s. It was a small strip of land to prevent adjacent communities from using one another’s amenities, like roads, clubhouses, etc.
A
Be cautious. Be free. Be well.
Elissa C. Commins PE CFM
Township Engineer & Floodplain Manager
Township of Brick
401 Chambers Bridge Road
Brick, NJ 08723
732.262.1040
From: [email address] <[email address]>
Sent: Thursday, January 18, 2024 5:16 PM
To: Elissa Commins <[email address]>
Cc: lisa moore <[email address]>
Subject: FW: Channel Drive
Hi Elissa,
As discussed, see below for correspondence with Alina. Please be sure to read from the bottom as it states the sewer pipe is ACP.
Let me know what you think about not using helicals once you get the CME plans.
Sorry for delayed response. Do we still need to do tests given you have records showing it 5.5’ deep? I need to have a meeting with our client for additional costs if so. Additionally, if test pits are still required, are there any specific requirements for the contractor performing the work?
Crystal and Emil – we have some records indicating that the main is approximately 5.5 ft deet to the top of main in both locations of replacement bulkhead.
Thank you,
Alina Ferreira, P.E., P.P., C.M.E.
Project Manager, Engineering Department
Brick Utilities
1551 Highway 88 West
Brick, NJ 08724
P – 732-458-7000; ext. 4289
F – 732-458-8203
[email address]<mailto:[email address]>
From: Alina Ferreira
Sent: Wednesday, November 1, 2023 11:46 AM
To: '[email address]' <[email address]<mailto:[email address]>>; [email address]<mailto:[email address]>
Cc: Steve Specht <[email address]<mailto:[email address]>>; Melissa Bumbera <[email address]<mailto:[email address]>>; Elissa Commins ([email address]<mailto:[email address]>) <[email address]<mailto:[email address]>>; Russell Harris <[email address]<mailto:[email address]>>; Steven Price <[email address]<mailto:[email address]>>; Steve Specht <[email address]<mailto:[email address]>>; Melissa Bumbera <[email address]<mailto:[email address]>>
Subject: RE: Channel Drive
Crystal and Emil – as per our meeting today here are some notes:
* The water main on Channel Dr is 6” DIP and appears to come close to bulkhead at certain points; therefore it is requested that Mandalay Group include test pits for location of water main in their work at each change of direction of the water main and where the water main is closest to bulkhead as they see fit. Our inspector shall be present for the test pits, please provide 48 hr advanced notice.
* Care shall be taken when working near the end of the main and near the hydrant. Utilize appropriate construction techniques to ensure that ground remains intact behind the hydrant and behind the end of main at all times.
* During replacement of bulkhead, please have a utility contractor on call in case of emergency. Also, our inspector shall be present during bulkhead replacement project so please provide us 48 hr advanced notice to schedule with our inspector.
* The sewer main is 8” ACP. Please use care around sewer main and ensure that no vibrations/vibratory rollers are used near or on top of the sewer main.
Emil – here is the utility map for Channel Drive. We have 6” DIP water main and ACP sewer main on this road. Please provide a map of which parts of bulkhead you are replacing and approximate locations of helical anchors.
Thank you,
Alina Ferreira, P.E., P.P., C.M.E.
Project Manager, Engineering Department
Brick Utilities
1551 Highway 88 West
Brick, NJ 08724
P – 732-458-7000; ext. 4289
F – 732-458-8203
[email address]<mailto:[email address]>
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