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04/23/1999-Correspondence re: pipe repair
`. �- Z S`1 o G�i ��� �c..,.�I' 'n' 6ones:r�o Memo - �A��� . '� p aosene i,':.��:��,`_�_ Anderlik& � �AuodMes �r� � , � �'��' Engineers 6 Archite<ts �l 1 1 'v�' w�;:....:J Project Name: Casco Point Road Sewer Repair Client: City of Orono To: Greg Gappa File No: 139-98-802 From: Fred Stenborg Date: 04/23/99 Re: Recommended Open-Cut Repair of Previous Poor Pipe Repair Remarks: Greg, I recommend that a sewer section on Casco Point Road be repaired. The pipe section has been previously repaired in a very poor fashion. The attached photocopy shows what was found during a telvised inspection in February, 1999. The existing sewer is 8-inch diameter truss pipe. The "repair" was performed with a section of 6" PVC and several segments and pieces of larger PVC. There is no direct joining or tie to the host pipe. A large void has developed outside of the 6" PVC. This "repair" is located about 57 feet from MH 258, along Casco Pont Road. This section is just upstream of Lift Station No. 6. The location coincides with a sewer service and driveway for a new house built about 3 years ago. Imperial Developers was the apparent contractor for the work. Please refer to the attached map. The condition of the existing truss pipe sewer is very suspect in several locations area. The pipe material is fragile and the plastic pipe materials degrade with time. There are several open joints, cracked pipe and open holes in the surrounding area. I suspect this particular pipe section was damaged during installation of the new sewer service and repaired in an inferior way. The Orono City building inspector was not present on site when the work was done. The current homeowner probably has no idea that this "repair" was performed. The pipe should be repaired properly very soon. The repair should involve a section of 8-inch PVC pipe and two Femco connectors for proper joining to the host pipe. The following steps are recommended prior to performing the work. Bonesfroo, Rosene,Anderlik and Associafes,lnc. St Paul OKce: Milwaukee Office: Rochester Oftice: Willmar Office: St Cloud Office: 2335 West Highway 36 1516 West Mequon Road 2222 Huvy 52 North 205 5th Street SW 2008 8th St.North St.Paul,MN 55113 Mequon,WI 53092 Rochester,MN 55901 Willmar,MN 56201 St.Cloud,MN 56303 Phone:651-636-4600 Phone:414-241-4466 Phone:507-282-2100 Phone:320-214-9557 Phone:320-251-4553 Fax:651-636-1311 Fax:414-241-4901 Fax:507-2823100 Fax:320-214-9458 Fax:320-251-6252 � r � 8onestroa Mem o �o ftosene Anderlik& � Associates Engineers S Architects 1. Obtain a copy of the City's inspection record and building permit.Discuss the current problem with the building official who was assigned to this project. It is important to determine the name of the contractor who took out the buiiding permit for this homesite. 2. Contact the responsible contrator and current homeowner about the problem and the need for an expediant remedy. T�,hey need to kno that it has to be dug up and repaired properly. l�(,/ �' _ �,�` � o�� w�h� ���5 �on�'���(,rt���� �.ir,t, .k �l� C<j��Y l�'�� ��? lf✓nv�� �'e y C -� 3. Contact Widmer and obtain a price quote for them to do the work. If the reponsible contractor is not receptive to fixing the problem, the repair should be performed and conditions documented for further resolution. I suggest we confer about this once you have contacted the responsible contractor. Please call me at 651-604-4892 with any questions. CC: Jack Brinkhaus and Glenn Cook c --�'�,�� � � ���n/1, -_ 1�G�, � � ��� � l � � � �) h �. l 1�c�a ��v� -}-�>� r� � ���,, � Bonesfroo, Rosene,Anderlik and Assoc/afes, lnc. 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St j � I � ,li /' #�.,',. f� ��r �+,�j ! 7���. 1�fi� �l�`� i�11�' 1, � ' , . , �J+��� ii� �,f 'j� � ��� ;�� I�i4�j ;4 n�������'+,r t,� � ��. � �f1�, fr '�'1 . , �) ',. ; � ��l�'�Y�a} � °;�tf�l.� { �� .3 / I]. .i�+f�I . I � ' � '#.�7�I1•)�I� `,I� . f ' 1 S�s�+ Lr C�;'t^(r��;.4'� ' y�'�'���r �� � 1 .�� , �a F ,.�,_ ' .'i���r�i�'�lli 1 li�������;1 'tf`IiT ��it �- �� �� ` �:�f . � �-�. i <.4I�}J�,+V�� , i ��,.::..,:.k[t��;;t�.,i ._ ...si� . �._..._. _ ._ . _. .__ _..._. . __ _..--�- --.... .__ _ . .--- ' .., ..'-- ' -.. .. ,�i.._..._.... .._. � ._ , �. _.._ .�_a..,. -- - - � _ � _ f I � TELEVISING REPORT I n f r a t e c h Date: 2-10-99 Page: 20 Infrastructure Technologies, Inc. For. City of Orono 6248 Lakeland Avenue North,#100 At: Orono, MI�fIeSO� Brooklyn Park, MN 55428 On: Casco Point Road (612) 533-4525 From: MH #248 To: MH #247 Pipe Size: 8" Manhole Depth: 7' Pipe Type: TRUSS Pipe Length:'13' Direction: Downstream Line Le� th: 297' Time: . . . . - . . - . 000 MH #248 113:49 06 SERVICE RIGHT WYE OK 08 SERVICE LEFT WYE OK �� WIDE JO1NT -MINERAL DEPOSITS 17-25 LOW PIPE - 2" LOW 30 RADIAL CRACK 31-45 LOW PIPE - 2" LOW 45 MINERAL DEPOSITS 46 SERVICE RIGHT WYE 57 HOLE -CAVITY -CAN'T GET BY � CHANGE TO 6" PIPE 000 REVERSE SET UP FROM MH #247 TO MH #248 119:53 02-35 LOW PiPE - 1" LOW 29 SERVICE LEFT WYE OK � MINERAL DEPOSITS IN JOINT �7 MINERAL DEPOSITS IN JOINT 69 MINERAL DEPOS(TS IN JOINT 82 MINERAL DEPOSITS IN JOINT 82-157 LOW P(PE - 3" - 3 1/2" LOW 126 SERVICE LEFT WYE -MINERAL DEPOSITS 153 MINERAL DEPOSITS IN JOINT 154 SERVICE LEFT WYE OK 18� MINERA� DEPOSITS 193 SERVICE RIGHT WYE -MINERAL DEPOSITS 197-222 LOW PIPE - 2" - 3" LOW 237 CHANGE TO PVC- CAN'T GET BY (3' 6" PVC) � MEASURED 297' �28.57 i I ��ONO2.9.99.ks