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Mr. Dennis J. Rialland

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Brown Engineering LLC
New Hampshire
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1-6 of 6 online sources for Dennis Rialland

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    www.brownengineeringllc.com/dennis_rialland.html - [Cached Version]
    Published on: 2/20/2008    Last Visited: 2/20/2008  

    Dennis Dennis Rialland, LLS Survey ManagerBrown Engineering: Dennis Rialland
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    Dennis Rialland,
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    Dennis J. Rialland has been a licensed land surveyor (License #875 NH) since 1998.He has 25 years of experience, primarily in Boundary, Topographic and Construction Surveys.He is currently responsible for managing the survey department.He has been involved in a wide range of surveys, from small urban residential tracts, to large mapping projects including existing airports and entire Towns using GPS and on ground techniques.For professional Surveying Services contact Dennis at dennis@brownengineeringllc.com

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    www.rochesternh.net/Public_Documents/FOV1-0000FD6E/I00F - [Cached Version]
    Published on: 6/18/2007    Last Visited: 12/31/2007  

    Dennis Rialland, Survey Manager for Brown Engineering, read a letter from Kathy Corliss, Project Engineer, which included the storm water runoff, the ditch line, ditch drainage, and other issues.
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    Mr. Rialland briefly discussed the conditions, a revised drawing, and his interpretation of what the TRC asked for.
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    Mr. Rialland briefly discussed the rip rap, the detention pond, and other issues.

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    Brown Engineering - [Cached Version]
    Published on: 2/20/2008    Last Visited: 2/20/2008  

    Dennis Rialland, LLSSurvey Manager

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    Home | Real Estate Agents-US Service Directory - [Cached Version]
    Published on: 9/29/2007    Last Visited: 10/6/2007  

    Dennis Rialland, LLS

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    PB Regular Meeting Minutes 7/2/07 - [Cached Version]
    Published on: 7/2/2007    Last Visited: 12/31/2007  

    Dennis Rialland, Survey Manager for Brown Engineering, briefly discussed drainage, the comments from Kathy Corliss, Project Engineer, the rip rap, lot 7-5 drainage, and other issues.
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    Board members and Mr. Rialland discussed the City's request for rip rap in the ditch, the City's concern about the acute angle of water flow from the corner of lot 7-5 to the drainage system already approved for the Deer Run subdivision, and other issues.

    Board members, Mr. Ortmann, and Mr. Rialland discussed the City Engineer's emails, opinions and sign off comments which stated "needs further discussion", drainage, driveway design, the rip rap, the ditch, improving the driveway, softening the corner, an easement, and the City Engineer approving the driveway and culvert design.
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    Board members and Mr. Rialland further discussed the ditch design, the specific wording of precedent conditions "2.F and 2.G", and the idea that no Certificate of Occupancy be given until the driveway and ditch improvements in front of each lot is taken care of.

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    Pittsfield Planning Board Minutes - [Cached Version]
    Published on: 11/3/2005    Last Visited: 9/29/2006  

    Item Five a. on agenda: Consideration of acceptance of a completed application filed by Bryan Locke (Dennis J. Rialland, LLS, of Brown Engineering LLC, Agent) of P. O. Box 303 Pittsfield, NH 03263 for a Minor Subdivision on a parcel of land located at Laconia Road (Tax Map R-4 Lot 1A) Pittsfield, NH 03263; to create three (3) Commercial Lots in the Light Industrial/Commercial Zone.
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    Dennis Rialland, applicant's Agent: There was a concern from DOT for drainage from the new driveways.
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    Mr. Rialland: That should be blank.It is pending.
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    Item Five b. on agenda: Public Hearing for a completed application filed by Bryan Locke (Dennis J. Rialland, LLS, of Brown Engineering LLC, Agent) of P. O. Box 303 Pittsfield, NH 03263 for a Minor Subdivision on a parcel of land located at Laconia Road (Tax Map R-4 Lot 1A) Pittsfield, NH 03263; to create three (3) Commercial Lots in the Light Industrial/Commercial Zone.
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    Mr. Rialland wishes to proceed.

    Mr. Rialland: There have been two revisions to the plan and those are two notes state that there is driveway permit approval from NHDOT approval for two access points.
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    Mr. Rialland: Yes.

    (TM) On lot 1A, what is the distance between the lot line and the 4K area?

    Mr. Rialland: The lot line and 4K area would be ten feet.
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    Mr. Rialland: That would be 184 ft.

    (LK) So this meets the frontage requirement?

    Mr. Rialland: The smaller frontage is lot number one; it has 150ft., which is the minimum requirement for that zone.
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    Mr. Rialland: The total area of the site is 4.1 acres and we are proposing three lots, the smallest of the three is 1.26 acres and the largest is 1.5 acres.
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    Mr. Rialland: There won't be that big of a disturbance.

    (LK) 1A-1, the septic is ten feet from the boundary line.I would like to see 25 ft.

    Mr. Rialland: No problem.

    (LK) Can you do lot 3 that way, too?

    Mr. Rialland: Yes.

    (MC) You do not want to change zoning.

    Mr. Rialland: We are going for a LI/Commercial use.

    J. Lamson: They are not creating three residential lots.

    Mr. Rialland: We could change the title of the plan.
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    Mr. Rialland: It is not recorded yet.
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    Mr. Rialland: Going by the frontage, the average depth is 600 ft.

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