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RE: boulder wall 9-19-2014
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2325 Glendale Cove Lane - 34-118-23-33-0065
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RE: boulder wall 9-19-2014
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Last modified
8/22/2023 4:57:02 PM
Creation date
7/26/2018 1:56:53 PM
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x Address Old
House Number
2325
Street Name
Glendale Cove
Street Type
Lane
Address
2325 Glendale Cove Lane
Document Type
Correspondence
PIN
3411823330065
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, : �;�.�, , _ � : � . ` . <br /> ro: }: ¢ #s � � : ���. } . o <br /> � � , � � <br /> c � .��:�,�,m �,.� t��` � �; s� � �. � <br /> , -.. a <br /> � � ����C1� / H I��� ��� � N�y E R S <br /> _ ��. <br /> � <br /> . . � <br /> � £ �� � �� _,. �,�.a, _� r��s w � <br /> CRITERIUM-SCHIMNOWSKI ENGINEERS <br /> 161 DUNBAR WAY <br /> MAHTOMEDI,MN 55115 <br /> TEL 651779-7700 <br /> FAX 651 779-7114 <br /> www.criterium-schimnowski.com <br /> September 19,2014 <br /> Aaron Madson <br /> Natural Creations Inc. <br /> 5700 Vagabond Lane North <br /> Plymouth,MN 55446 <br /> RE: Boulder Retaining Wall Evaluation <br /> 2325 Glendale Cove Lane <br /> Orono,Minnesota <br /> Project No. 14-1413 <br /> Dear Mr.Madson: <br /> This letter is being sent per your request for an evaluation of the boulder retaining wall construction at the <br /> 2325 Glendale Cove Lane project in Orono,Minnesota. This evaluation is based on verbal information <br /> and project photos provided on September 15, 2014(see attached photos). <br /> The construction of the retaining walls appears to be structurally stable and in general conformance with <br /> boulder retaining wall and construction industry standards. The walls were constructed with boulders of <br /> sufficient size and setback. Other typical construction details such as use of drainage elements and filter <br /> fabric also appeared to be followed conectly. As is normal for boulder retaining walls of this type,some <br /> wall movement and soil settlement should be expected. <br /> I recommend that gutters and downspouts be installed and maintained on the house in order to direct the <br /> roof runoff away from the retaining wall. Concentrated areas of surface water should also be directed <br /> away from the walls. <br /> This evaluation was performed using the design guidelines presented in the third edition of the"Design <br /> Manual for Segmental Retaining Walls"(DMSRW)published by NCMA in 2009. If soil conditions, <br /> proposed layouts,or other design parameters vary from that assumed a revised analysis might be needed. <br /> Please call me if you have any questions or need more information. Thank you. <br /> Sincerely, <br /> �� <br /> 1 ' - <br /> Paul Schimnowski,PE <br /> LICENSED <br /> P ENGINEE s�` RECEIVED <br /> HOME&BUILDING INSPECTIONS ��V — / ZO�4 <br /> STRUCTURAL EVALUATIONS <br /> ASSOCIATION RESERVElTRANSITION STUDiES <br /> RESIDENTIAUCOMMERCIAL CITY OF ORONO <br /> RETAINING WALL DESIGN&EVALUATIONS <br />
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