Lee's Summit

Informational

02/08/2018

Matt Munger 02/08/2018 10:19 AM Kat was working on installing Private A Sanitary Main off of Public MH A-2 . They had their laser setup and were using the correct pipe.I observed an adequate amount of gravel above and below the pipe. Daniel stated they would encasing the sanitary main on the A line where the storm crosses, I had advised him to make sure and use 4500 psi mix. I spoke with Daniel about making sure to grout the lift holes on Public Manhole A-1 and A-2 and informed him before we test the public line we need to flush the line. Water Department wants everything to be complete before testing is done on the public line.

Informational

02/09/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-4 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-4 to 7-2.

Informational

02/09/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

02/09/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

03/09/2018

Matt Munger 03/09/2018 10:47 AM Dropped off the revised grading plan, TJ was not present so I called him and asked if he wanted me to leave them on the table on top of the rip rap plans that I delivered a few days prior. He was ok with me leaving the plans there.

Informational

03/09/2018

Matt Munger 03/09/2018 10:47 AM Dropped off the revised grading plan, TJ was not present so I called him and asked if he wanted me to leave them on the table on top of the rip rap plans that I delivered a few days prior. He was ok with me leaving the plans there.

Informational

04/02/2018

Tom Chandler 04/02/2018 10:56 AM No work going on today. Talked to TJ and he was not sure when they would be working again this week.

Informational

04/04/2018

Matt Munger 04/04/2018 11:27 AM No utility work was being done on site, the soil has been saturated do the rain that we have had. * Workers were present working on the building pads.

Informational

04/05/2018

Matt Munger 04/05/2018 2:55 PM I walked along the silt fence and I did not see any signs of failure. TJ had silt fence installed on the north end (off-site) where they have disturbed the soil.

Informational

04/10/2018

Matt Munger 04/10/2018 10:30 AM No work was being done on utilites. Contractors were working on the building pad.

Informational

02/09/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

02/09/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/11/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/11/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/11/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/11/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/11/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/11/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/11/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/11/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/11/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/12/2018

Matt Munger 04/12/2018 8:54 AM KAT had installed pipe from CI 8-9, CI 8-10 and to the Nyoplast drain 8-11. I observed an adequate amount of gravel on top and from what I could see an adequate amount of gravel below the pipe. KC Test Lab was present and testing between CI 8-7 and CI 8-8. I did observe KAT compacting in lifts between CI 8-7 to CI 8-8. I inspected the Nyoplast drains 8-12, 8-13, and 8-14 for any defects or damage.

Informational

04/05/2018

Matt Munger 04/05/2018 2:55 PM I walked along the silt fence and I did not see any signs of failure. TJ had silt fence installed on the north end (off-site) where they have disturbed the soil.

Informational

04/12/2018

Matt Munger 04/12/2018 9:28 AM Walked along the silt fence and checked for issues. The silt fence was trenched in properly and I did not observe any areas where silt has gotten past the fence.

Informational

04/12/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/12/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/12/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/12/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/12/2018

Matt Munger 04/12/2018 8:54 AM KAT had installed pipe from CI 8-9, CI 8-10 and to the Nyoplast drain 8-11. I observed an adequate amount of gravel on top and from what I could see an adequate amount of gravel below the pipe. KC Test Lab was present and testing between CI 8-7 and CI 8-8. I did observe KAT compacting in lifts between CI 8-7 to CI 8-8. I inspected the Nyoplast drains 8-12, 8-13, and 8-14 for any defects or damage.

Informational

04/12/2018

Matt Munger 04/12/2018 2:59 PM KAT had installed 18" storm pipe from CI 8-8 to CI 10-1 then to CI 10-2. They were working on leveling the base gravel to set CI 10-2 in place. I observed an adequate of gravel on top of the pipe and what I could see at the end of the last stick of pipe before they started working on the base gravel for the storm box. The bell end of the pipe was installed in the correct direction (upstream) as well.

Informational

04/12/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/12/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/12/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/12/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/12/2018

Matt Munger 04/12/2018 8:54 AM KAT had installed pipe from CI 8-9, CI 8-10 and to the Nyoplast drain 8-11. I observed an adequate amount of gravel on top and from what I could see an adequate amount of gravel below the pipe. KC Test Lab was present and testing between CI 8-7 and CI 8-8. I did observe KAT compacting in lifts between CI 8-7 to CI 8-8. I inspected the Nyoplast drains 8-12, 8-13, and 8-14 for any defects or damage.

Informational

04/12/2018

Matt Munger 04/12/2018 2:59 PM KAT had installed 18" storm pipe from CI 8-8 to CI 10-1 then to CI 10-2. They were working on leveling the base gravel to set CI 10-2 in place. I observed an adequate of gravel on top of the pipe and what I could see at the end of the last stick of pipe before they started working on the base gravel for the storm box. The bell end of the pipe was installed in the correct direction (upstream) as well.

Corrective Action Required

04/13/2018

Matt Munger 04/13/2018 8:43 AM During my inspection I noticed that the sewer stub going to building #8 was running close to CI 10-2, I spoke with Brett (Kat) and he stated they were going to move the pipe over to maintain the clearances that are needed (5ft). KAT had installed the pipe from CI 10-2 and were in the process of setting CI 10-3. I did observe an adequate amount of gravel in place for the base gravel. They were using a laser to get the alignment/elevation correct. I looked over the 18" storm pipe that was next to the trench and did not see any defects. The bell end of the pipe was going up stream towards CI 10-3. The collars for CI 8-9, CI 8-10, CI 10-1 and CI 10-2 were set.

Informational

04/13/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/13/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/13/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/13/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/13/2018

Matt Munger 04/12/2018 8:54 AM KAT had installed pipe from CI 8-9, CI 8-10 and to the Nyoplast drain 8-11. I observed an adequate amount of gravel on top and from what I could see an adequate amount of gravel below the pipe. KC Test Lab was present and testing between CI 8-7 and CI 8-8. I did observe KAT compacting in lifts between CI 8-7 to CI 8-8. I inspected the Nyoplast drains 8-12, 8-13, and 8-14 for any defects or damage.

Informational

04/13/2018

Matt Munger 04/12/2018 2:59 PM KAT had installed 18" storm pipe from CI 8-8 to CI 10-1 then to CI 10-2. They were working on leveling the base gravel to set CI 10-2 in place. I observed an adequate of gravel on top of the pipe and what I could see at the end of the last stick of pipe before they started working on the base gravel for the storm box. The bell end of the pipe was installed in the correct direction (upstream) as well.

Corrective Action Required

04/13/2018

Matt Munger 04/13/2018 8:43 AM During my inspection I noticed that the sewer stub going to building #8 was running close to CI 10-2, I spoke with Brett (Kat) and he stated they were going to move the pipe over to maintain the clearances that are needed (5ft). KAT had installed the pipe from CI 10-2 and were in the process of setting CI 10-3. I did observe an adequate amount of gravel in place for the base gravel. They were using a laser to get the alignment/elevation correct. I looked over the 18" storm pipe that was next to the trench and did not see any defects. The bell end of the pipe was going up stream towards CI 10-3. The collars for CI 8-9, CI 8-10, CI 10-1 and CI 10-2 were set.

Resolved

04/13/2018

Matt Munger 04/13/2018 1:58 PM The sanitary sewer stub that was located within the storm sewer trench has been moved out of the trench to maintain clearances. Inverts and collars were poured for CI 10-2 and CI 10-3.

Informational

04/13/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/13/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/13/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/13/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/13/2018

Matt Munger 04/12/2018 8:54 AM KAT had installed pipe from CI 8-9, CI 8-10 and to the Nyoplast drain 8-11. I observed an adequate amount of gravel on top and from what I could see an adequate amount of gravel below the pipe. KC Test Lab was present and testing between CI 8-7 and CI 8-8. I did observe KAT compacting in lifts between CI 8-7 to CI 8-8. I inspected the Nyoplast drains 8-12, 8-13, and 8-14 for any defects or damage.

Informational

04/13/2018

Matt Munger 04/12/2018 2:59 PM KAT had installed 18" storm pipe from CI 8-8 to CI 10-1 then to CI 10-2. They were working on leveling the base gravel to set CI 10-2 in place. I observed an adequate of gravel on top of the pipe and what I could see at the end of the last stick of pipe before they started working on the base gravel for the storm box. The bell end of the pipe was installed in the correct direction (upstream) as well.

Corrective Action Required

04/13/2018

Matt Munger 04/13/2018 8:43 AM During my inspection I noticed that the sewer stub going to building #8 was running close to CI 10-2, I spoke with Brett (Kat) and he stated they were going to move the pipe over to maintain the clearances that are needed (5ft). KAT had installed the pipe from CI 10-2 and were in the process of setting CI 10-3. I did observe an adequate amount of gravel in place for the base gravel. They were using a laser to get the alignment/elevation correct. I looked over the 18" storm pipe that was next to the trench and did not see any defects. The bell end of the pipe was going up stream towards CI 10-3. The collars for CI 8-9, CI 8-10, CI 10-1 and CI 10-2 were set.

Resolved

04/16/2018

Matt Munger 04/16/2018 10:10 AM KAT had made the corrections to the storm ans sewer clearance issue. They put the sewer stub in a trench by itself. KAT had installed storm pipe from CI 10-2 to 11-1 to 11-2. Curb inlets 10-4 and 10-5 were also set and the pipe was installed and backfilled prior to my arrival. What I could see on the ends there was an adequate amount of gravel above and below the pipe. I did observe the workers using a laser from 11-1 to 11-2 and had an adequate amount of gravel above and below the pipe. The inlets that were set that prior to my arrival appeared to have an adequate amount of gravel below them as well.

Informational

04/16/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/16/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/16/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/16/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/16/2018

Matt Munger 04/12/2018 8:54 AM KAT had installed pipe from CI 8-9, CI 8-10 and to the Nyoplast drain 8-11. I observed an adequate amount of gravel on top and from what I could see an adequate amount of gravel below the pipe. KC Test Lab was present and testing between CI 8-7 and CI 8-8. I did observe KAT compacting in lifts between CI 8-7 to CI 8-8. I inspected the Nyoplast drains 8-12, 8-13, and 8-14 for any defects or damage.

Informational

04/16/2018

Matt Munger 04/12/2018 2:59 PM KAT had installed 18" storm pipe from CI 8-8 to CI 10-1 then to CI 10-2. They were working on leveling the base gravel to set CI 10-2 in place. I observed an adequate of gravel on top of the pipe and what I could see at the end of the last stick of pipe before they started working on the base gravel for the storm box. The bell end of the pipe was installed in the correct direction (upstream) as well.

Corrective Action Required

04/16/2018

Matt Munger 04/13/2018 8:43 AM During my inspection I noticed that the sewer stub going to building #8 was running close to CI 10-2, I spoke with Brett (Kat) and he stated they were going to move the pipe over to maintain the clearances that are needed (5ft). KAT had installed the pipe from CI 10-2 and were in the process of setting CI 10-3. I did observe an adequate amount of gravel in place for the base gravel. They were using a laser to get the alignment/elevation correct. I looked over the 18" storm pipe that was next to the trench and did not see any defects. The bell end of the pipe was going up stream towards CI 10-3. The collars for CI 8-9, CI 8-10, CI 10-1 and CI 10-2 were set.

Informational

04/16/2018

Matt Munger 04/16/2018 2:56 PM KAT had poured the collars for curb inlets 11-1, 10-2,10-3,10-4, and 10-5. KAT had the barrel sections on 11-2 and I could see they were using mastic between the sections to seal each. KC Test Lab was on site.

Informational

04/16/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/16/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/16/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/16/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/16/2018

Matt Munger 04/12/2018 8:54 AM KAT had installed pipe from CI 8-9, CI 8-10 and to the Nyoplast drain 8-11. I observed an adequate amount of gravel on top and from what I could see an adequate amount of gravel below the pipe. KC Test Lab was present and testing between CI 8-7 and CI 8-8. I did observe KAT compacting in lifts between CI 8-7 to CI 8-8. I inspected the Nyoplast drains 8-12, 8-13, and 8-14 for any defects or damage.

Informational

04/16/2018

Matt Munger 04/12/2018 2:59 PM KAT had installed 18" storm pipe from CI 8-8 to CI 10-1 then to CI 10-2. They were working on leveling the base gravel to set CI 10-2 in place. I observed an adequate of gravel on top of the pipe and what I could see at the end of the last stick of pipe before they started working on the base gravel for the storm box. The bell end of the pipe was installed in the correct direction (upstream) as well.

Corrective Action Required

04/16/2018

Matt Munger 04/13/2018 8:43 AM During my inspection I noticed that the sewer stub going to building #8 was running close to CI 10-2, I spoke with Brett (Kat) and he stated they were going to move the pipe over to maintain the clearances that are needed (5ft). KAT had installed the pipe from CI 10-2 and were in the process of setting CI 10-3. I did observe an adequate amount of gravel in place for the base gravel. They were using a laser to get the alignment/elevation correct. I looked over the 18" storm pipe that was next to the trench and did not see any defects. The bell end of the pipe was going up stream towards CI 10-3. The collars for CI 8-9, CI 8-10, CI 10-1 and CI 10-2 were set.

Informational

04/16/2018

Matt Munger 04/16/2018 2:56 PM KAT had poured the collars for curb inlets 11-1, 10-2,10-3,10-4, and 10-5. KAT had the barrel sections on 11-2 and I could see they were using mastic between the sections to seal each. KC Test Lab was on site.

Informational

04/17/2018

Matt Munger 04/17/2018 10:30 AM KAT had installed storm pipe from 11-2 to 11-3, they had left a joint uncovered so I could see that the pipe was seated properly. I inspected the storm pipe that they had laying next to the trench that they were going to be installing between 11-3 and 11-4, I did not observe any defects or concerns. There was an adequate amount of gravel above and below the pipe.

Informational

04/17/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/17/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/17/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/17/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/17/2018

Matt Munger 04/12/2018 8:54 AM KAT had installed pipe from CI 8-9, CI 8-10 and to the Nyoplast drain 8-11. I observed an adequate amount of gravel on top and from what I could see an adequate amount of gravel below the pipe. KC Test Lab was present and testing between CI 8-7 and CI 8-8. I did observe KAT compacting in lifts between CI 8-7 to CI 8-8. I inspected the Nyoplast drains 8-12, 8-13, and 8-14 for any defects or damage.

Informational

04/17/2018

Matt Munger 04/12/2018 2:59 PM KAT had installed 18" storm pipe from CI 8-8 to CI 10-1 then to CI 10-2. They were working on leveling the base gravel to set CI 10-2 in place. I observed an adequate of gravel on top of the pipe and what I could see at the end of the last stick of pipe before they started working on the base gravel for the storm box. The bell end of the pipe was installed in the correct direction (upstream) as well.

Corrective Action Required

04/17/2018

Matt Munger 04/13/2018 8:43 AM During my inspection I noticed that the sewer stub going to building #8 was running close to CI 10-2, I spoke with Brett (Kat) and he stated they were going to move the pipe over to maintain the clearances that are needed (5ft). KAT had installed the pipe from CI 10-2 and were in the process of setting CI 10-3. I did observe an adequate amount of gravel in place for the base gravel. They were using a laser to get the alignment/elevation correct. I looked over the 18" storm pipe that was next to the trench and did not see any defects. The bell end of the pipe was going up stream towards CI 10-3. The collars for CI 8-9, CI 8-10, CI 10-1 and CI 10-2 were set.

Informational

04/17/2018

Matt Munger 04/16/2018 2:56 PM KAT had poured the collars for curb inlets 11-1, 10-2,10-3,10-4, and 10-5. KAT had the barrel sections on 11-2 and I could see they were using mastic between the sections to seal each. KC Test Lab was on site.

Informational

04/17/2018

Matt Munger 04/17/2018 10:30 AM KAT had installed storm pipe from 11-2 to 11-3, they had left a joint uncovered so I could see that the pipe was seated properly. I inspected the storm pipe that they had laying next to the trench that they were going to be installing between 11-3 and 11-4, I did not observe any defects or concerns. There was an adequate amount of gravel above and below the pipe.

Informational

04/17/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/17/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/17/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/17/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/17/2018

Matt Munger 04/12/2018 8:54 AM KAT had installed pipe from CI 8-9, CI 8-10 and to the Nyoplast drain 8-11. I observed an adequate amount of gravel on top and from what I could see an adequate amount of gravel below the pipe. KC Test Lab was present and testing between CI 8-7 and CI 8-8. I did observe KAT compacting in lifts between CI 8-7 to CI 8-8. I inspected the Nyoplast drains 8-12, 8-13, and 8-14 for any defects or damage.

Informational

04/17/2018

Matt Munger 04/12/2018 2:59 PM KAT had installed 18" storm pipe from CI 8-8 to CI 10-1 then to CI 10-2. They were working on leveling the base gravel to set CI 10-2 in place. I observed an adequate of gravel on top of the pipe and what I could see at the end of the last stick of pipe before they started working on the base gravel for the storm box. The bell end of the pipe was installed in the correct direction (upstream) as well.

Corrective Action Required

04/17/2018

Matt Munger 04/13/2018 8:43 AM During my inspection I noticed that the sewer stub going to building #8 was running close to CI 10-2, I spoke with Brett (Kat) and he stated they were going to move the pipe over to maintain the clearances that are needed (5ft). KAT had installed the pipe from CI 10-2 and were in the process of setting CI 10-3. I did observe an adequate amount of gravel in place for the base gravel. They were using a laser to get the alignment/elevation correct. I looked over the 18" storm pipe that was next to the trench and did not see any defects. The bell end of the pipe was going up stream towards CI 10-3. The collars for CI 8-9, CI 8-10, CI 10-1 and CI 10-2 were set.

Informational

04/17/2018

Matt Munger 04/16/2018 2:56 PM KAT had poured the collars for curb inlets 11-1, 10-2,10-3,10-4, and 10-5. KAT had the barrel sections on 11-2 and I could see they were using mastic between the sections to seal each. KC Test Lab was on site.

Informational

04/17/2018

Matt Munger 04/17/2018 10:30 AM KAT had installed storm pipe from 11-2 to 11-3, they had left a joint uncovered so I could see that the pipe was seated properly. I inspected the storm pipe that they had laying next to the trench that they were going to be installing between 11-3 and 11-4, I did not observe any defects or concerns. There was an adequate amount of gravel above and below the pipe.

Informational

04/17/2018

Matt Munger 04/17/2018 2:46 PM Collars were poured for MH 11-2 and CI 11-3. There was an adequate amount of gravel on top of the storm pipe from 11-2 to 11-3 and 11-3 to 11-4. They had not yet poured collars for 11-4. KC Test Lab was on site testing the soil from 11-1 to 11-2. I observed KAT backfilling in approximately 12" lifts. They installed the cone section of MH 11-2 and observed them using a pre-formed joint sealant between the joints to seal the cone section to the barrel section. As I was walking along the trench I looked over the backfill material and did not see any large rocks or debris that shouldn't be used as trench backfill material. I have also observed screens in place over the weep holes in the inlets. KAT has been installing silt fence around the inlets and has put gravel in place for ESC.

Informational

04/17/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/17/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/17/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/17/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/17/2018

Matt Munger 04/12/2018 8:54 AM KAT had installed pipe from CI 8-9, CI 8-10 and to the Nyoplast drain 8-11. I observed an adequate amount of gravel on top and from what I could see an adequate amount of gravel below the pipe. KC Test Lab was present and testing between CI 8-7 and CI 8-8. I did observe KAT compacting in lifts between CI 8-7 to CI 8-8. I inspected the Nyoplast drains 8-12, 8-13, and 8-14 for any defects or damage.

Informational

04/17/2018

Matt Munger 04/12/2018 2:59 PM KAT had installed 18" storm pipe from CI 8-8 to CI 10-1 then to CI 10-2. They were working on leveling the base gravel to set CI 10-2 in place. I observed an adequate of gravel on top of the pipe and what I could see at the end of the last stick of pipe before they started working on the base gravel for the storm box. The bell end of the pipe was installed in the correct direction (upstream) as well.

Corrective Action Required

04/17/2018

Matt Munger 04/13/2018 8:43 AM During my inspection I noticed that the sewer stub going to building #8 was running close to CI 10-2, I spoke with Brett (Kat) and he stated they were going to move the pipe over to maintain the clearances that are needed (5ft). KAT had installed the pipe from CI 10-2 and were in the process of setting CI 10-3. I did observe an adequate amount of gravel in place for the base gravel. They were using a laser to get the alignment/elevation correct. I looked over the 18" storm pipe that was next to the trench and did not see any defects. The bell end of the pipe was going up stream towards CI 10-3. The collars for CI 8-9, CI 8-10, CI 10-1 and CI 10-2 were set.

Informational

04/17/2018

Matt Munger 04/16/2018 2:56 PM KAT had poured the collars for curb inlets 11-1, 10-2,10-3,10-4, and 10-5. KAT had the barrel sections on 11-2 and I could see they were using mastic between the sections to seal each. KC Test Lab was on site.

Informational

04/17/2018

Matt Munger 04/17/2018 10:30 AM KAT had installed storm pipe from 11-2 to 11-3, they had left a joint uncovered so I could see that the pipe was seated properly. I inspected the storm pipe that they had laying next to the trench that they were going to be installing between 11-3 and 11-4, I did not observe any defects or concerns. There was an adequate amount of gravel above and below the pipe.

Informational

04/17/2018

Matt Munger 04/17/2018 2:46 PM Collars were poured for MH 11-2 and CI 11-3. There was an adequate amount of gravel on top of the storm pipe from 11-2 to 11-3 and 11-3 to 11-4. They had not yet poured collars for 11-4. KC Test Lab was on site testing the soil from 11-1 to 11-2. I observed KAT backfilling in approximately 12" lifts. They installed the cone section of MH 11-2 and observed them using a pre-formed joint sealant between the joints to seal the cone section to the barrel section. As I was walking along the trench I looked over the backfill material and did not see any large rocks or debris that shouldn't be used as trench backfill material. I have also observed screens in place over the weep holes in the inlets. KAT has been installing silt fence around the inlets and has put gravel in place for ESC.

Corrective Action Required

04/18/2018

Matt Munger 04/18/2018 10:51 AM KAT had installed storm pipe from CI 10-4 to CI 10-5 and CI 10-6. There was an adequate amount of gravel on top and what I could see at the ends below the pipe. When I arrived KAT was working on installing storm pipe from CI 10-1 to Nyoplast drain 16-1. There was an adequate amount of gravel above and below the pipe from 10-1 to 16-1. The bell end was set in upstream and I observed the workers using pipe lube. I inspected the storm pipe that was next to the trench for any defects or damage. KAT had dug into the sanitary stub going to building #7. I spoke with Brett and asked him what his plan was to repair the stub. He stated they would cut in a pipe and use the correct fittings.

Informational

04/18/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/18/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/18/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/18/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/18/2018

Matt Munger 04/12/2018 8:54 AM KAT had installed pipe from CI 8-9, CI 8-10 and to the Nyoplast drain 8-11. I observed an adequate amount of gravel on top and from what I could see an adequate amount of gravel below the pipe. KC Test Lab was present and testing between CI 8-7 and CI 8-8. I did observe KAT compacting in lifts between CI 8-7 to CI 8-8. I inspected the Nyoplast drains 8-12, 8-13, and 8-14 for any defects or damage.

Informational

04/18/2018

Matt Munger 04/12/2018 2:59 PM KAT had installed 18" storm pipe from CI 8-8 to CI 10-1 then to CI 10-2. They were working on leveling the base gravel to set CI 10-2 in place. I observed an adequate of gravel on top of the pipe and what I could see at the end of the last stick of pipe before they started working on the base gravel for the storm box. The bell end of the pipe was installed in the correct direction (upstream) as well.

Corrective Action Required

04/18/2018

Matt Munger 04/13/2018 8:43 AM During my inspection I noticed that the sewer stub going to building #8 was running close to CI 10-2, I spoke with Brett (Kat) and he stated they were going to move the pipe over to maintain the clearances that are needed (5ft). KAT had installed the pipe from CI 10-2 and were in the process of setting CI 10-3. I did observe an adequate amount of gravel in place for the base gravel. They were using a laser to get the alignment/elevation correct. I looked over the 18" storm pipe that was next to the trench and did not see any defects. The bell end of the pipe was going up stream towards CI 10-3. The collars for CI 8-9, CI 8-10, CI 10-1 and CI 10-2 were set.

Informational

04/18/2018

Matt Munger 04/16/2018 2:56 PM KAT had poured the collars for curb inlets 11-1, 10-2,10-3,10-4, and 10-5. KAT had the barrel sections on 11-2 and I could see they were using mastic between the sections to seal each. KC Test Lab was on site.

Informational

04/18/2018

Matt Munger 04/17/2018 10:30 AM KAT had installed storm pipe from 11-2 to 11-3, they had left a joint uncovered so I could see that the pipe was seated properly. I inspected the storm pipe that they had laying next to the trench that they were going to be installing between 11-3 and 11-4, I did not observe any defects or concerns. There was an adequate amount of gravel above and below the pipe.

Informational

04/18/2018

Matt Munger 04/17/2018 2:46 PM Collars were poured for MH 11-2 and CI 11-3. There was an adequate amount of gravel on top of the storm pipe from 11-2 to 11-3 and 11-3 to 11-4. They had not yet poured collars for 11-4. KC Test Lab was on site testing the soil from 11-1 to 11-2. I observed KAT backfilling in approximately 12" lifts. They installed the cone section of MH 11-2 and observed them using a pre-formed joint sealant between the joints to seal the cone section to the barrel section. As I was walking along the trench I looked over the backfill material and did not see any large rocks or debris that shouldn't be used as trench backfill material. I have also observed screens in place over the weep holes in the inlets. KAT has been installing silt fence around the inlets and has put gravel in place for ESC.

Corrective Action Required

04/18/2018

Matt Munger 04/18/2018 10:51 AM KAT had installed storm pipe from CI 10-4 to CI 10-5 and CI 10-6. There was an adequate amount of gravel on top and what I could see at the ends below the pipe. When I arrived KAT was working on installing storm pipe from CI 10-1 to Nyoplast drain 16-1. There was an adequate amount of gravel above and below the pipe from 10-1 to 16-1. The bell end was set in upstream and I observed the workers using pipe lube. I inspected the storm pipe that was next to the trench for any defects or damage. KAT had dug into the sanitary stub going to building #7. I spoke with Brett and asked him what his plan was to repair the stub. He stated they would cut in a pipe and use the correct fittings.

Informational

04/18/2018

Matt Munger 04/18/2018 1:59 PM KAT had installed storm pipe from 16-1 to 17-1, I did observe an adequate amount of gravel on top of the pipe. The sanitary sewer stub that was hit had not been repaired yet. KAT had started digging the trench for 16-2. Brett stated he was going to try and get it repaired today and that they were start on line 14 tomorrow.

Corrective Action Required

04/19/2018

Matt Munger 04/19/2018 11:19 AM I checked the following inverts for any defects or concerns: CI 7-8, CI 7-7; CI 12-1 has gravel in invert; CI 8-9 has gravel in invert; CI 8-10 had some dirt chunks in invert, CI 8-7; CI 10-1 debris, CI 8-8, CI 8-6, CI 8-5, and CI 8-4. The inverts had a wide radius and what I could tell did not appear to be any sharp turns in the inverts. I did inform Brett (KAT) to clean out any debris and rocks in the inverts as well. I checked CI 15-1 and noticed the box was full of water. I informed Brett of the issue and he stated he would go check it out.

Informational

04/18/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/18/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/18/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/18/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/18/2018

Matt Munger 04/12/2018 8:54 AM KAT had installed pipe from CI 8-9, CI 8-10 and to the Nyoplast drain 8-11. I observed an adequate amount of gravel on top and from what I could see an adequate amount of gravel below the pipe. KC Test Lab was present and testing between CI 8-7 and CI 8-8. I did observe KAT compacting in lifts between CI 8-7 to CI 8-8. I inspected the Nyoplast drains 8-12, 8-13, and 8-14 for any defects or damage.

Informational

04/18/2018

Matt Munger 04/12/2018 2:59 PM KAT had installed 18" storm pipe from CI 8-8 to CI 10-1 then to CI 10-2. They were working on leveling the base gravel to set CI 10-2 in place. I observed an adequate of gravel on top of the pipe and what I could see at the end of the last stick of pipe before they started working on the base gravel for the storm box. The bell end of the pipe was installed in the correct direction (upstream) as well.

Corrective Action Required

04/18/2018

Matt Munger 04/13/2018 8:43 AM During my inspection I noticed that the sewer stub going to building #8 was running close to CI 10-2, I spoke with Brett (Kat) and he stated they were going to move the pipe over to maintain the clearances that are needed (5ft). KAT had installed the pipe from CI 10-2 and were in the process of setting CI 10-3. I did observe an adequate amount of gravel in place for the base gravel. They were using a laser to get the alignment/elevation correct. I looked over the 18" storm pipe that was next to the trench and did not see any defects. The bell end of the pipe was going up stream towards CI 10-3. The collars for CI 8-9, CI 8-10, CI 10-1 and CI 10-2 were set.

Informational

04/18/2018

Matt Munger 04/16/2018 2:56 PM KAT had poured the collars for curb inlets 11-1, 10-2,10-3,10-4, and 10-5. KAT had the barrel sections on 11-2 and I could see they were using mastic between the sections to seal each. KC Test Lab was on site.

Informational

04/18/2018

Matt Munger 04/17/2018 10:30 AM KAT had installed storm pipe from 11-2 to 11-3, they had left a joint uncovered so I could see that the pipe was seated properly. I inspected the storm pipe that they had laying next to the trench that they were going to be installing between 11-3 and 11-4, I did not observe any defects or concerns. There was an adequate amount of gravel above and below the pipe.

Informational

04/18/2018

Matt Munger 04/17/2018 2:46 PM Collars were poured for MH 11-2 and CI 11-3. There was an adequate amount of gravel on top of the storm pipe from 11-2 to 11-3 and 11-3 to 11-4. They had not yet poured collars for 11-4. KC Test Lab was on site testing the soil from 11-1 to 11-2. I observed KAT backfilling in approximately 12" lifts. They installed the cone section of MH 11-2 and observed them using a pre-formed joint sealant between the joints to seal the cone section to the barrel section. As I was walking along the trench I looked over the backfill material and did not see any large rocks or debris that shouldn't be used as trench backfill material. I have also observed screens in place over the weep holes in the inlets. KAT has been installing silt fence around the inlets and has put gravel in place for ESC.

Corrective Action Required

04/18/2018

Matt Munger 04/18/2018 10:51 AM KAT had installed storm pipe from CI 10-4 to CI 10-5 and CI 10-6. There was an adequate amount of gravel on top and what I could see at the ends below the pipe. When I arrived KAT was working on installing storm pipe from CI 10-1 to Nyoplast drain 16-1. There was an adequate amount of gravel above and below the pipe from 10-1 to 16-1. The bell end was set in upstream and I observed the workers using pipe lube. I inspected the storm pipe that was next to the trench for any defects or damage. KAT had dug into the sanitary stub going to building #7. I spoke with Brett and asked him what his plan was to repair the stub. He stated they would cut in a pipe and use the correct fittings.

Informational

04/18/2018

Matt Munger 04/18/2018 1:59 PM KAT had installed storm pipe from 16-1 to 17-1, I did observe an adequate amount of gravel on top of the pipe. The sanitary sewer stub that was hit had not been repaired yet. KAT had started digging the trench for 16-2. Brett stated he was going to try and get it repaired today and that they were start on line 14 tomorrow.

Resolved

04/19/2018

Matt Munger 04/19/2018 11:28 AM Brett had repaired the sewer stub going into building #7. They used a section of SDR-26 pipe and knock on solid sleeve SDR-26 fittings. KAT was installing the grates for the nyoplast drains that were installed.

Informational

04/19/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/19/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/19/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/19/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/19/2018

Matt Munger 04/12/2018 8:54 AM KAT had installed pipe from CI 8-9, CI 8-10 and to the Nyoplast drain 8-11. I observed an adequate amount of gravel on top and from what I could see an adequate amount of gravel below the pipe. KC Test Lab was present and testing between CI 8-7 and CI 8-8. I did observe KAT compacting in lifts between CI 8-7 to CI 8-8. I inspected the Nyoplast drains 8-12, 8-13, and 8-14 for any defects or damage.

Informational

04/19/2018

Matt Munger 04/12/2018 2:59 PM KAT had installed 18" storm pipe from CI 8-8 to CI 10-1 then to CI 10-2. They were working on leveling the base gravel to set CI 10-2 in place. I observed an adequate of gravel on top of the pipe and what I could see at the end of the last stick of pipe before they started working on the base gravel for the storm box. The bell end of the pipe was installed in the correct direction (upstream) as well.

Corrective Action Required

04/19/2018

Matt Munger 04/13/2018 8:43 AM During my inspection I noticed that the sewer stub going to building #8 was running close to CI 10-2, I spoke with Brett (Kat) and he stated they were going to move the pipe over to maintain the clearances that are needed (5ft). KAT had installed the pipe from CI 10-2 and were in the process of setting CI 10-3. I did observe an adequate amount of gravel in place for the base gravel. They were using a laser to get the alignment/elevation correct. I looked over the 18" storm pipe that was next to the trench and did not see any defects. The bell end of the pipe was going up stream towards CI 10-3. The collars for CI 8-9, CI 8-10, CI 10-1 and CI 10-2 were set.

Informational

04/19/2018

Matt Munger 04/16/2018 2:56 PM KAT had poured the collars for curb inlets 11-1, 10-2,10-3,10-4, and 10-5. KAT had the barrel sections on 11-2 and I could see they were using mastic between the sections to seal each. KC Test Lab was on site.

Informational

04/19/2018

Matt Munger 04/17/2018 10:30 AM KAT had installed storm pipe from 11-2 to 11-3, they had left a joint uncovered so I could see that the pipe was seated properly. I inspected the storm pipe that they had laying next to the trench that they were going to be installing between 11-3 and 11-4, I did not observe any defects or concerns. There was an adequate amount of gravel above and below the pipe.

Informational

04/19/2018

Matt Munger 04/17/2018 2:46 PM Collars were poured for MH 11-2 and CI 11-3. There was an adequate amount of gravel on top of the storm pipe from 11-2 to 11-3 and 11-3 to 11-4. They had not yet poured collars for 11-4. KC Test Lab was on site testing the soil from 11-1 to 11-2. I observed KAT backfilling in approximately 12" lifts. They installed the cone section of MH 11-2 and observed them using a pre-formed joint sealant between the joints to seal the cone section to the barrel section. As I was walking along the trench I looked over the backfill material and did not see any large rocks or debris that shouldn't be used as trench backfill material. I have also observed screens in place over the weep holes in the inlets. KAT has been installing silt fence around the inlets and has put gravel in place for ESC.

Corrective Action Required

04/19/2018

Matt Munger 04/18/2018 10:51 AM KAT had installed storm pipe from CI 10-4 to CI 10-5 and CI 10-6. There was an adequate amount of gravel on top and what I could see at the ends below the pipe. When I arrived KAT was working on installing storm pipe from CI 10-1 to Nyoplast drain 16-1. There was an adequate amount of gravel above and below the pipe from 10-1 to 16-1. The bell end was set in upstream and I observed the workers using pipe lube. I inspected the storm pipe that was next to the trench for any defects or damage. KAT had dug into the sanitary stub going to building #7. I spoke with Brett and asked him what his plan was to repair the stub. He stated they would cut in a pipe and use the correct fittings.

Informational

04/19/2018

Matt Munger 04/18/2018 1:59 PM KAT had installed storm pipe from 16-1 to 17-1, I did observe an adequate amount of gravel on top of the pipe. The sanitary sewer stub that was hit had not been repaired yet. KAT had started digging the trench for 16-2. Brett stated he was going to try and get it repaired today and that they were start on line 14 tomorrow.

Resolved

04/19/2018

Matt Munger 04/19/2018 11:47 AM Brett had checked to see why CI 15-2 was holding water and stated since they haven't installed line 8 there was not anywhere for the water to go.

Informational

04/12/2018

Matt Munger 04/05/2018 2:55 PM I walked along the silt fence and I did not see any signs of failure. TJ had silt fence installed on the north end (off-site) where they have disturbed the soil.

Informational

04/12/2018

Matt Munger 04/12/2018 9:28 AM Walked along the silt fence and checked for issues. The silt fence was trenched in properly and I did not observe any areas where silt has gotten past the fence.

Informational

04/20/2018

Matt Munger 04/20/2018 9:16 AM The silt fence is intact and the construction entrance is in good condition.

Informational

04/10/2018

Matt Munger 04/10/2018 10:30 AM No work was being done on utilites. Contractors were working on the building pad.

Informational

04/20/2018

Matt Munger 04/20/2018 9:17 AM No utility work was being done on site, workers were grading the NE corner of the site. TJ had rented a fire hydrant meter from the Water Department and I did observe the meter attached to the hydrant.

Informational

04/20/2018

Matt Munger 04/05/2018 2:55 PM I walked along the silt fence and I did not see any signs of failure. TJ had silt fence installed on the north end (off-site) where they have disturbed the soil.

Informational

04/20/2018

Matt Munger 04/12/2018 9:28 AM Walked along the silt fence and checked for issues. The silt fence was trenched in properly and I did not observe any areas where silt has gotten past the fence.

Informational

04/20/2018

Matt Munger 04/20/2018 9:16 AM The silt fence is intact and the construction entrance is in good condition.

Corrective Action Required

04/25/2018

Matt Munger 04/25/2018 2:57 PM Gravel and mud has been tracked onto the street from the traffic going in and out of the site. I sent a message to TJ informing of the issue.

Informational

04/25/2018

Matt Munger 04/05/2018 2:55 PM I walked along the silt fence and I did not see any signs of failure. TJ had silt fence installed on the north end (off-site) where they have disturbed the soil.

Informational

04/25/2018

Matt Munger 04/12/2018 9:28 AM Walked along the silt fence and checked for issues. The silt fence was trenched in properly and I did not observe any areas where silt has gotten past the fence.

Informational

04/25/2018

Matt Munger 04/20/2018 9:16 AM The silt fence is intact and the construction entrance is in good condition.

Corrective Action Required

04/25/2018

Matt Munger 04/25/2018 2:57 PM Gravel and mud has been tracked onto the street from the traffic going in and out of the site. I sent a message to TJ informing of the issue.

Informational

04/27/2018

Matt Munger 04/27/2018 11:30 AM ESC devices were in place.

Informational

04/27/2018

Matt Munger 04/27/2018 11:30 AM Contractors were working on grading the retention basin to start work on the retaining wall. Certifications from 3rd party inspections will be required for the construction of the retaining walls.

Corrective Action Required

04/19/2018

Matt Munger 04/19/2018 11:19 AM I checked the following inverts for any defects or concerns: CI 7-8, CI 7-7; CI 12-1 has gravel in invert; CI 8-9 has gravel in invert; CI 8-10 had some dirt chunks in invert, CI 8-7; CI 10-1 debris, CI 8-8, CI 8-6, CI 8-5, and CI 8-4. The inverts had a wide radius and what I could tell did not appear to be any sharp turns in the inverts. I did inform Brett (KAT) to clean out any debris and rocks in the inverts as well. I checked CI 15-1 and noticed the box was full of water. I informed Brett of the issue and he stated he would go check it out.

Corrective Action Required

04/27/2018

04/19/2018 11:19 AM I checked the following inverts for any defects or concerns: CI 7-8, CI 7-7; CI 12-1 has gravel in invert; CI 8-9 has gravel in invert; CI 8-10 had some dirt chunks in invert, CI 8-7; CI 10-1 debris, CI 8-8, CI 8-6, CI 8-5, and CI 8-4. The inverts had a wide radius and what I could tell did not appear to be any sharp turns in the inverts. I did inform Brett (KAT) to clean out any debris and rocks in the inverts as well. I checked CI 15-1 and noticed the box was full of water. I informed Brett of the issue and he stated he would go check it out.s need to be made to the Storm Sewer

Informational

05/01/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/01/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/01/2018

Matt Munger 05/01/2018 2:44 PM KC Test Lab was on site to do the compaction testing and overseeing the retaining wall inspections.

Informational

05/01/2018

Matt Munger 05/01/2018 3:35 PM I spoke with Justin from KAT about when they are going to want to start on the water line. I informed him to contact me when they get a closer time set and that they will need to contact the bank to see if there will be an issue with the shutdown during regular business hours.

Informational

05/01/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/01/2018

Matt Munger 05/01/2018 2:44 PM KC Test Lab was on site to do the compaction testing and overseeing the retaining wall inspections.

Informational

05/02/2018

Matt Munger 05/02/2018 10:26 AM I spoke with Andrew from KC Test Lab while he was on site inspecting the work on the retention wall. He stated they had been building the wall to plan and he observed them compacting the gravel.

Informational

04/19/2018

John DiMauro 02/09/2018 3:11 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/19/2018

John DiMauro 02/09/2018 3:21 PM Inspected approximately 60'ft of the storm line from curb inlet 7-3 to inlet 7-2. There appears to be sufficient rock bedding and coverage around the pipe. The pipe run appears to have fall from 7-3 to 7-2.

Informational

04/19/2018

Matt Munger 04/11/2018 10:02 AM Spoke with TJ about the timeline of the project. He is estimating another 8 weeks for the storm sewer and possibly some of the water. While on site KAT had installed the pipe from CI 8-7 and were working towards CI 8-8 (CI 8-8 was not set) they backfilled with an adequate amount of gravel on top of the pipe but I noticed there didn't appear to be 6" of gravel below the pipe at the end. I asked the KAT workers how much gravel there was below the pipe, the worker paused and said 4". I spoke with Brett (foreman) and asked him and he stated 4" as well. I informed him that he will need to make sure there is at least 6" of gravel below the pipe. I informed them that the next trench I want to see 6" of bedding gravel down and to not install the pipe or gravel until I see it. I let Brett know if I see that they are not putting in enough gravel again they will have to redo the work that they've done

Informational

04/19/2018

Matt Munger 04/11/2018 11:22 AM When I had arrived KAT had CI 8-8 installed. It did appear there was an adequate amount of gravel below the box. KAT workers were using a laser to setup for CI 8-9. I looked over the pipe that they brought over to see if there were any defects in the pipe. I had KAT verify they put in at least 6" of gravel for the base gravel starting from CI 8-8 to CI 8-9 since the last section it appeared there was not enough gravel below the pipe. I collected concrete tickets for the inverts and collars for the storm (4000).

Informational

04/19/2018

Matt Munger 04/12/2018 8:54 AM KAT had installed pipe from CI 8-9, CI 8-10 and to the Nyoplast drain 8-11. I observed an adequate amount of gravel on top and from what I could see an adequate amount of gravel below the pipe. KC Test Lab was present and testing between CI 8-7 and CI 8-8. I did observe KAT compacting in lifts between CI 8-7 to CI 8-8. I inspected the Nyoplast drains 8-12, 8-13, and 8-14 for any defects or damage.

Informational

04/19/2018

Matt Munger 04/12/2018 2:59 PM KAT had installed 18" storm pipe from CI 8-8 to CI 10-1 then to CI 10-2. They were working on leveling the base gravel to set CI 10-2 in place. I observed an adequate of gravel on top of the pipe and what I could see at the end of the last stick of pipe before they started working on the base gravel for the storm box. The bell end of the pipe was installed in the correct direction (upstream) as well.

Corrective Action Required

04/19/2018

Matt Munger 04/13/2018 8:43 AM During my inspection I noticed that the sewer stub going to building #8 was running close to CI 10-2, I spoke with Brett (Kat) and he stated they were going to move the pipe over to maintain the clearances that are needed (5ft). KAT had installed the pipe from CI 10-2 and were in the process of setting CI 10-3. I did observe an adequate amount of gravel in place for the base gravel. They were using a laser to get the alignment/elevation correct. I looked over the 18" storm pipe that was next to the trench and did not see any defects. The bell end of the pipe was going up stream towards CI 10-3. The collars for CI 8-9, CI 8-10, CI 10-1 and CI 10-2 were set.

Informational

04/19/2018

Matt Munger 04/16/2018 2:56 PM KAT had poured the collars for curb inlets 11-1, 10-2,10-3,10-4, and 10-5. KAT had the barrel sections on 11-2 and I could see they were using mastic between the sections to seal each. KC Test Lab was on site.

Informational

04/19/2018

Matt Munger 04/17/2018 10:30 AM KAT had installed storm pipe from 11-2 to 11-3, they had left a joint uncovered so I could see that the pipe was seated properly. I inspected the storm pipe that they had laying next to the trench that they were going to be installing between 11-3 and 11-4, I did not observe any defects or concerns. There was an adequate amount of gravel above and below the pipe.

Informational

04/19/2018

Matt Munger 04/17/2018 2:46 PM Collars were poured for MH 11-2 and CI 11-3. There was an adequate amount of gravel on top of the storm pipe from 11-2 to 11-3 and 11-3 to 11-4. They had not yet poured collars for 11-4. KC Test Lab was on site testing the soil from 11-1 to 11-2. I observed KAT backfilling in approximately 12" lifts. They installed the cone section of MH 11-2 and observed them using a pre-formed joint sealant between the joints to seal the cone section to the barrel section. As I was walking along the trench I looked over the backfill material and did not see any large rocks or debris that shouldn't be used as trench backfill material. I have also observed screens in place over the weep holes in the inlets. KAT has been installing silt fence around the inlets and has put gravel in place for ESC.

Corrective Action Required

04/19/2018

Matt Munger 04/18/2018 10:51 AM KAT had installed storm pipe from CI 10-4 to CI 10-5 and CI 10-6. There was an adequate amount of gravel on top and what I could see at the ends below the pipe. When I arrived KAT was working on installing storm pipe from CI 10-1 to Nyoplast drain 16-1. There was an adequate amount of gravel above and below the pipe from 10-1 to 16-1. The bell end was set in upstream and I observed the workers using pipe lube. I inspected the storm pipe that was next to the trench for any defects or damage. KAT had dug into the sanitary stub going to building #7. I spoke with Brett and asked him what his plan was to repair the stub. He stated they would cut in a pipe and use the correct fittings.

Informational

04/19/2018

Matt Munger 04/18/2018 1:59 PM KAT had installed storm pipe from 16-1 to 17-1, I did observe an adequate amount of gravel on top of the pipe. The sanitary sewer stub that was hit had not been repaired yet. KAT had started digging the trench for 16-2. Brett stated he was going to try and get it repaired today and that they were start on line 14 tomorrow.

Informational

05/02/2018

Matt Munger 05/02/2018 10:29 AM I looked over the storm inlets that had been installed and made note of what is left to be installed per the plans. I noticed 15-2 was holding water but from the last time I spoke with Brett (KAT) about 15-1 holding water he stated they had blocked off the holes until they come back and finish up the storm work.

Informational

05/02/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/02/2018

Matt Munger 05/01/2018 2:44 PM KC Test Lab was on site to do the compaction testing and overseeing the retaining wall inspections.

Informational

05/02/2018

Matt Munger 05/02/2018 10:26 AM I spoke with Andrew from KC Test Lab while he was on site inspecting the work on the retention wall. He stated they had been building the wall to plan and he observed them compacting the gravel.

Corrective Action Required

05/04/2018

Matt Munger 05/04/2018 10:08 AM The soil along the retention pond walls specifically on the east side by the 8" sanitary sewer stub line have eroded away enough to expose the sewer line. I spoke with TJ to address the concern and he stated they would build the retaining wall and stabilize the area.

Informational

05/04/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/04/2018

Matt Munger 05/01/2018 2:44 PM KC Test Lab was on site to do the compaction testing and overseeing the retaining wall inspections.

Informational

05/04/2018

Matt Munger 05/02/2018 10:26 AM I spoke with Andrew from KC Test Lab while he was on site inspecting the work on the retention wall. He stated they had been building the wall to plan and he observed them compacting the gravel.

Corrective Action Required

05/04/2018

Matt Munger 05/04/2018 10:08 AM The soil along the retention pond walls specifically on the east side by the 8" sanitary sewer stub line have eroded away enough to expose the sewer line. I spoke with TJ to address the concern and he stated they would build the retaining wall and stabilize the area.

Informational

05/07/2018

Matt Munger 05/07/2018 1:47 PM Spoke with Andrew from KC Test Lab while he was onsite insepcting the work on the retaining wall in the retention pond. I observed the workers using a compactor on the gravel and they were laying geogrid down between the layers.

Informational

05/07/2018

Matt Munger 05/07/2018 8:16 AM Looked over the materials that were laying out. I did observe Kennedy fire hydrants and Clow hydrants. Both styles of hydrants were rated for 250 psi. I also looked over teh 8" C900 PVC pipe that was on site and did not notice any defects. The PC rating was 235.

Informational

04/27/2018

Matt Munger 04/05/2018 2:55 PM I walked along the silt fence and I did not see any signs of failure. TJ had silt fence installed on the north end (off-site) where they have disturbed the soil.

Informational

04/27/2018

Matt Munger 04/12/2018 9:28 AM Walked along the silt fence and checked for issues. The silt fence was trenched in properly and I did not observe any areas where silt has gotten past the fence.

Informational

04/27/2018

Matt Munger 04/20/2018 9:16 AM The silt fence is intact and the construction entrance is in good condition.

Corrective Action Required

04/27/2018

Matt Munger 04/25/2018 2:57 PM Gravel and mud has been tracked onto the street from the traffic going in and out of the site. I sent a message to TJ informing of the issue.

Informational

04/27/2018

Matt Munger 04/27/2018 11:30 AM ESC devices were in place.

Informational

05/07/2018

Matt Munger 05/07/2018 8:16 AM TJ had installed silt fence past the flared end section on the west side to prevent silt from leaving the site. They still have not installed the rip rap but put down gravel to help with ESC.

Corrective Action Required

05/07/2018

Matt Munger 05/07/2018 8:16 AM The soil that is on top of the pipe for the private line 1 at station 0+00 to CI 1-2 has started to erode and the pipe is exposed. A while back I had asked the KAT crew if they had installed gravel on top of the pipe since they had backfilled prior to me seeing the work. KAT will need to possibly dig up the soil and make sure there is gravel on top of the drainage pipe from CI 1-2to the flared end section.

Informational

04/20/2018

Matt Munger 04/10/2018 10:30 AM No work was being done on utilites. Contractors were working on the building pad.

Informational

04/20/2018

Matt Munger 04/20/2018 9:17 AM No utility work was being done on site, workers were grading the NE corner of the site. TJ had rented a fire hydrant meter from the Water Department and I did observe the meter attached to the hydrant.

Informational

05/08/2018

Matt Munger 05/08/2018 10:25 AM I spoke with TJ about the the water main construction and asked that they give me a definite time with some notice so I can coordinate with the Water Department. He stated early next week is when they would be probably starting instead of what Justin from KAT had planned for the end of this week. I also had asked about the material that was put down on the east in the area where the proposed private drive was going to be according to the plans. TJ stated the material was lime screenings and that KC Test Lab had approved putting the material there.

Informational

05/07/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/07/2018

Matt Munger 05/01/2018 2:44 PM KC Test Lab was on site to do the compaction testing and overseeing the retaining wall inspections.

Informational

05/07/2018

Matt Munger 05/02/2018 10:26 AM I spoke with Andrew from KC Test Lab while he was on site inspecting the work on the retention wall. He stated they had been building the wall to plan and he observed them compacting the gravel.

Corrective Action Required

05/07/2018

Matt Munger 05/04/2018 10:08 AM The soil along the retention pond walls specifically on the east side by the 8" sanitary sewer stub line have eroded away enough to expose the sewer line. I spoke with TJ to address the concern and he stated they would build the retaining wall and stabilize the area.

Informational

05/07/2018

Matt Munger 05/07/2018 1:47 PM Spoke with Andrew from KC Test Lab while he was onsite insepcting the work on the retaining wall in the retention pond. I observed the workers using a compactor on the gravel and they were laying geogrid down between the layers.

Informational

05/08/2018

Matt Munger 05/08/2018 10:25 AM Spoke with Andrew from KC Test Lab about the retaining wall construction. I asked the foreman of MSE to send us a copy of the shop drawings for the retaining walls for our records. I observed while on site the contractor using geogrid between courses.

Informational

05/08/2018

Matt Munger 04/10/2018 10:30 AM No work was being done on utilites. Contractors were working on the building pad.

Informational

05/08/2018

Matt Munger 04/20/2018 9:17 AM No utility work was being done on site, workers were grading the NE corner of the site. TJ had rented a fire hydrant meter from the Water Department and I did observe the meter attached to the hydrant.

Informational

05/08/2018

Matt Munger 05/08/2018 10:25 AM I spoke with TJ about the the water main construction and asked that they give me a definite time with some notice so I can coordinate with the Water Department. He stated early next week is when they would be probably starting instead of what Justin from KAT had planned for the end of this week. I also had asked about the material that was put down on the east in the area where the proposed private drive was going to be according to the plans. TJ stated the material was lime screenings and that KC Test Lab had approved putting the material there.

Informational

05/09/2018

Matt Munger 05/09/2018 9:58 AM Spoke with TJ in regards to the changes that he proposed to the road on Cheddington. I informed TJ that Dan Harper wants him to send in a Typical Section for what he is proposing.

Informational

05/08/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/08/2018

Matt Munger 05/01/2018 2:44 PM KC Test Lab was on site to do the compaction testing and overseeing the retaining wall inspections.

Informational

05/08/2018

Matt Munger 05/02/2018 10:26 AM I spoke with Andrew from KC Test Lab while he was on site inspecting the work on the retention wall. He stated they had been building the wall to plan and he observed them compacting the gravel.

Corrective Action Required

05/08/2018

Matt Munger 05/04/2018 10:08 AM The soil along the retention pond walls specifically on the east side by the 8" sanitary sewer stub line have eroded away enough to expose the sewer line. I spoke with TJ to address the concern and he stated they would build the retaining wall and stabilize the area.

Informational

05/08/2018

Matt Munger 05/07/2018 1:47 PM Spoke with Andrew from KC Test Lab while he was onsite insepcting the work on the retaining wall in the retention pond. I observed the workers using a compactor on the gravel and they were laying geogrid down between the layers.

Informational

05/08/2018

Matt Munger 05/08/2018 10:25 AM Spoke with Andrew from KC Test Lab about the retaining wall construction. I asked the foreman of MSE to send us a copy of the shop drawings for the retaining walls for our records. I observed while on site the contractor using geogrid between courses.

Informational

05/09/2018

Matt Munger 05/09/2018 10:00 AM Spoke with Andrew from KC Test Lab about the progress on the retaining wall in the retention pond. He stated they are building the wall according to plans are doing a good job. While I was on site I did observe the crew use a compactor on the base material for several passes. They were using geogrid between courses as well.

Informational

05/09/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/09/2018

Matt Munger 05/01/2018 2:44 PM KC Test Lab was on site to do the compaction testing and overseeing the retaining wall inspections.

Informational

05/09/2018

Matt Munger 05/02/2018 10:26 AM I spoke with Andrew from KC Test Lab while he was on site inspecting the work on the retention wall. He stated they had been building the wall to plan and he observed them compacting the gravel.

Corrective Action Required

05/09/2018

Matt Munger 05/04/2018 10:08 AM The soil along the retention pond walls specifically on the east side by the 8" sanitary sewer stub line have eroded away enough to expose the sewer line. I spoke with TJ to address the concern and he stated they would build the retaining wall and stabilize the area.

Informational

05/09/2018

Matt Munger 05/07/2018 1:47 PM Spoke with Andrew from KC Test Lab while he was onsite insepcting the work on the retaining wall in the retention pond. I observed the workers using a compactor on the gravel and they were laying geogrid down between the layers.

Informational

05/09/2018

Matt Munger 05/08/2018 10:25 AM Spoke with Andrew from KC Test Lab about the retaining wall construction. I asked the foreman of MSE to send us a copy of the shop drawings for the retaining walls for our records. I observed while on site the contractor using geogrid between courses.

Informational

05/09/2018

Matt Munger 05/09/2018 10:00 AM Spoke with Andrew from KC Test Lab about the progress on the retaining wall in the retention pond. He stated they are building the wall according to plans are doing a good job. While I was on site I did observe the crew use a compactor on the base material for several passes. They were using geogrid between courses as well.

Informational

05/10/2018

Matt Munger 05/10/2018 9:59 AM KC Test Lab was on site to inspect the work on the retaining wall in the retention pond. I observed geogrid in place between courses and workers compacting the gravel.

Informational

05/07/2018

Matt Munger 04/05/2018 2:55 PM I walked along the silt fence and I did not see any signs of failure. TJ had silt fence installed on the north end (off-site) where they have disturbed the soil.

Informational

05/07/2018

Matt Munger 04/12/2018 9:28 AM Walked along the silt fence and checked for issues. The silt fence was trenched in properly and I did not observe any areas where silt has gotten past the fence.

Informational

05/07/2018

Matt Munger 04/20/2018 9:16 AM The silt fence is intact and the construction entrance is in good condition.

Corrective Action Required

05/07/2018

Matt Munger 04/25/2018 2:57 PM Gravel and mud has been tracked onto the street from the traffic going in and out of the site. I sent a message to TJ informing of the issue.

Informational

05/07/2018

Matt Munger 04/27/2018 11:30 AM ESC devices were in place.

Informational

05/07/2018

Matt Munger 05/07/2018 8:16 AM TJ had installed silt fence past the flared end section on the west side to prevent silt from leaving the site. They still have not installed the rip rap but put down gravel to help with ESC.

Informational

05/10/2018

Matt Munger 05/10/2018 10:07 AM The ESC devices were in place.

Informational

05/09/2018

Matt Munger 04/10/2018 10:30 AM No work was being done on utilites. Contractors were working on the building pad.

Informational

05/09/2018

Matt Munger 04/20/2018 9:17 AM No utility work was being done on site, workers were grading the NE corner of the site. TJ had rented a fire hydrant meter from the Water Department and I did observe the meter attached to the hydrant.

Informational

05/09/2018

Matt Munger 05/08/2018 10:25 AM I spoke with TJ about the the water main construction and asked that they give me a definite time with some notice so I can coordinate with the Water Department. He stated early next week is when they would be probably starting instead of what Justin from KAT had planned for the end of this week. I also had asked about the material that was put down on the east in the area where the proposed private drive was going to be according to the plans. TJ stated the material was lime screenings and that KC Test Lab had approved putting the material there.

Informational

05/09/2018

Matt Munger 05/09/2018 9:58 AM Spoke with TJ in regards to the changes that he proposed to the road on Cheddington. I informed TJ that Dan Harper wants him to send in a Typical Section for what he is proposing.

Informational

05/11/2018

Matt Munger 05/11/2018 9:00 AM John D. and I went to check on the site and introduce him to TJ.

Informational

05/10/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/10/2018

Matt Munger 05/01/2018 2:44 PM KC Test Lab was on site to do the compaction testing and overseeing the retaining wall inspections.

Informational

05/10/2018

Matt Munger 05/02/2018 10:26 AM I spoke with Andrew from KC Test Lab while he was on site inspecting the work on the retention wall. He stated they had been building the wall to plan and he observed them compacting the gravel.

Corrective Action Required

05/10/2018

Matt Munger 05/04/2018 10:08 AM The soil along the retention pond walls specifically on the east side by the 8" sanitary sewer stub line have eroded away enough to expose the sewer line. I spoke with TJ to address the concern and he stated they would build the retaining wall and stabilize the area.

Informational

05/10/2018

Matt Munger 05/07/2018 1:47 PM Spoke with Andrew from KC Test Lab while he was onsite insepcting the work on the retaining wall in the retention pond. I observed the workers using a compactor on the gravel and they were laying geogrid down between the layers.

Informational

05/10/2018

Matt Munger 05/08/2018 10:25 AM Spoke with Andrew from KC Test Lab about the retaining wall construction. I asked the foreman of MSE to send us a copy of the shop drawings for the retaining walls for our records. I observed while on site the contractor using geogrid between courses.

Informational

05/10/2018

Matt Munger 05/09/2018 10:00 AM Spoke with Andrew from KC Test Lab about the progress on the retaining wall in the retention pond. He stated they are building the wall according to plans are doing a good job. While I was on site I did observe the crew use a compactor on the base material for several passes. They were using geogrid between courses as well.

Informational

05/10/2018

Matt Munger 05/10/2018 9:59 AM KC Test Lab was on site to inspect the work on the retaining wall in the retention pond. I observed geogrid in place between courses and workers compacting the gravel.

Informational

05/11/2018

Matt Munger 05/11/2018 1:50 PM John D. and I checked on the progress of the retaining wall in the retention pond. I went over with John some of the details and that there will need to be as-builts for the retention pond once it is finished reflecting the last revisions that were approved.

Informational

05/11/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/11/2018

Matt Munger 05/01/2018 2:44 PM KC Test Lab was on site to do the compaction testing and overseeing the retaining wall inspections.

Informational

05/11/2018

Matt Munger 05/02/2018 10:26 AM I spoke with Andrew from KC Test Lab while he was on site inspecting the work on the retention wall. He stated they had been building the wall to plan and he observed them compacting the gravel.

Corrective Action Required

05/11/2018

Matt Munger 05/04/2018 10:08 AM The soil along the retention pond walls specifically on the east side by the 8" sanitary sewer stub line have eroded away enough to expose the sewer line. I spoke with TJ to address the concern and he stated they would build the retaining wall and stabilize the area.

Informational

05/11/2018

Matt Munger 05/07/2018 1:47 PM Spoke with Andrew from KC Test Lab while he was onsite insepcting the work on the retaining wall in the retention pond. I observed the workers using a compactor on the gravel and they were laying geogrid down between the layers.

Informational

05/11/2018

Matt Munger 05/08/2018 10:25 AM Spoke with Andrew from KC Test Lab about the retaining wall construction. I asked the foreman of MSE to send us a copy of the shop drawings for the retaining walls for our records. I observed while on site the contractor using geogrid between courses.

Informational

05/11/2018

Matt Munger 05/09/2018 10:00 AM Spoke with Andrew from KC Test Lab about the progress on the retaining wall in the retention pond. He stated they are building the wall according to plans are doing a good job. While I was on site I did observe the crew use a compactor on the base material for several passes. They were using geogrid between courses as well.

Informational

05/11/2018

Matt Munger 05/10/2018 9:59 AM KC Test Lab was on site to inspect the work on the retaining wall in the retention pond. I observed geogrid in place between courses and workers compacting the gravel.

Informational

05/11/2018

Matt Munger 05/11/2018 1:50 PM John D. and I checked on the progress of the retaining wall in the retention pond. I went over with John some of the details and that there will need to be as-builts for the retention pond once it is finished reflecting the last revisions that were approved.

Informational

05/14/2018

Matt Munger 05/14/2018 9:44 AM Workers were using a laser to get the elevations, they were using geogrid between courses. KC Test Lab was on site for the 3rd party inspection on the retaining wall.

Informational

05/14/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/14/2018

Matt Munger 05/01/2018 2:44 PM KC Test Lab was on site to do the compaction testing and overseeing the retaining wall inspections.

Informational

05/14/2018

Matt Munger 05/02/2018 10:26 AM I spoke with Andrew from KC Test Lab while he was on site inspecting the work on the retention wall. He stated they had been building the wall to plan and he observed them compacting the gravel.

Corrective Action Required

05/14/2018

Matt Munger 05/04/2018 10:08 AM The soil along the retention pond walls specifically on the east side by the 8" sanitary sewer stub line have eroded away enough to expose the sewer line. I spoke with TJ to address the concern and he stated they would build the retaining wall and stabilize the area.

Informational

05/14/2018

Matt Munger 05/07/2018 1:47 PM Spoke with Andrew from KC Test Lab while he was onsite insepcting the work on the retaining wall in the retention pond. I observed the workers using a compactor on the gravel and they were laying geogrid down between the layers.

Informational

05/14/2018

Matt Munger 05/08/2018 10:25 AM Spoke with Andrew from KC Test Lab about the retaining wall construction. I asked the foreman of MSE to send us a copy of the shop drawings for the retaining walls for our records. I observed while on site the contractor using geogrid between courses.

Informational

05/14/2018

Matt Munger 05/09/2018 10:00 AM Spoke with Andrew from KC Test Lab about the progress on the retaining wall in the retention pond. He stated they are building the wall according to plans are doing a good job. While I was on site I did observe the crew use a compactor on the base material for several passes. They were using geogrid between courses as well.

Informational

05/14/2018

Matt Munger 05/10/2018 9:59 AM KC Test Lab was on site to inspect the work on the retaining wall in the retention pond. I observed geogrid in place between courses and workers compacting the gravel.

Informational

05/14/2018

Matt Munger 05/11/2018 1:50 PM John D. and I checked on the progress of the retaining wall in the retention pond. I went over with John some of the details and that there will need to be as-builts for the retention pond once it is finished reflecting the last revisions that were approved.

Informational

05/14/2018

Matt Munger 05/14/2018 9:44 AM Workers were using a laser to get the elevations, they were using geogrid between courses. KC Test Lab was on site for the 3rd party inspection on the retaining wall.

Informational

05/14/2018

Matt Munger 05/14/2018 1:28 PM Spoke with Andrew from KC Test Lab and he stated everything he is seeing the retaining wall crew doing is excellent. They have been using a filter fabric material between the soil wall and gravel to separate the two to keep the soil infiltration into the gravel down. Andrew stated he has been making sure the geogrid has been installed flat between each course.

Informational

05/14/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/14/2018

Matt Munger 05/01/2018 2:44 PM KC Test Lab was on site to do the compaction testing and overseeing the retaining wall inspections.

Informational

05/14/2018

Matt Munger 05/02/2018 10:26 AM I spoke with Andrew from KC Test Lab while he was on site inspecting the work on the retention wall. He stated they had been building the wall to plan and he observed them compacting the gravel.

Corrective Action Required

05/14/2018

Matt Munger 05/04/2018 10:08 AM The soil along the retention pond walls specifically on the east side by the 8" sanitary sewer stub line have eroded away enough to expose the sewer line. I spoke with TJ to address the concern and he stated they would build the retaining wall and stabilize the area.

Informational

05/14/2018

Matt Munger 05/07/2018 1:47 PM Spoke with Andrew from KC Test Lab while he was onsite insepcting the work on the retaining wall in the retention pond. I observed the workers using a compactor on the gravel and they were laying geogrid down between the layers.

Informational

05/14/2018

Matt Munger 05/08/2018 10:25 AM Spoke with Andrew from KC Test Lab about the retaining wall construction. I asked the foreman of MSE to send us a copy of the shop drawings for the retaining walls for our records. I observed while on site the contractor using geogrid between courses.

Informational

05/14/2018

Matt Munger 05/09/2018 10:00 AM Spoke with Andrew from KC Test Lab about the progress on the retaining wall in the retention pond. He stated they are building the wall according to plans are doing a good job. While I was on site I did observe the crew use a compactor on the base material for several passes. They were using geogrid between courses as well.

Informational

05/14/2018

Matt Munger 05/10/2018 9:59 AM KC Test Lab was on site to inspect the work on the retaining wall in the retention pond. I observed geogrid in place between courses and workers compacting the gravel.

Informational

05/14/2018

Matt Munger 05/11/2018 1:50 PM John D. and I checked on the progress of the retaining wall in the retention pond. I went over with John some of the details and that there will need to be as-builts for the retention pond once it is finished reflecting the last revisions that were approved.

Informational

05/14/2018

Matt Munger 05/14/2018 9:44 AM Workers were using a laser to get the elevations, they were using geogrid between courses. KC Test Lab was on site for the 3rd party inspection on the retaining wall.

Informational

05/14/2018

Matt Munger 05/14/2018 1:28 PM Spoke with Andrew from KC Test Lab and he stated everything he is seeing the retaining wall crew doing is excellent. They have been using a filter fabric material between the soil wall and gravel to separate the two to keep the soil infiltration into the gravel down. Andrew stated he has been making sure the geogrid has been installed flat between each course.

Informational

05/15/2018

Matt Munger 05/15/2018 10:50 AM KC Test Lab was on site to inspect the retaining wall.

Informational

05/15/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/15/2018

Matt Munger 05/01/2018 2:44 PM KC Test Lab was on site to do the compaction testing and overseeing the retaining wall inspections.

Informational

05/15/2018

Matt Munger 05/02/2018 10:26 AM I spoke with Andrew from KC Test Lab while he was on site inspecting the work on the retention wall. He stated they had been building the wall to plan and he observed them compacting the gravel.

Corrective Action Required

05/15/2018

Matt Munger 05/04/2018 10:08 AM The soil along the retention pond walls specifically on the east side by the 8" sanitary sewer stub line have eroded away enough to expose the sewer line. I spoke with TJ to address the concern and he stated they would build the retaining wall and stabilize the area.

Informational

05/15/2018

Matt Munger 05/07/2018 1:47 PM Spoke with Andrew from KC Test Lab while he was onsite insepcting the work on the retaining wall in the retention pond. I observed the workers using a compactor on the gravel and they were laying geogrid down between the layers.

Informational

05/15/2018

Matt Munger 05/08/2018 10:25 AM Spoke with Andrew from KC Test Lab about the retaining wall construction. I asked the foreman of MSE to send us a copy of the shop drawings for the retaining walls for our records. I observed while on site the contractor using geogrid between courses.

Informational

05/15/2018

Matt Munger 05/09/2018 10:00 AM Spoke with Andrew from KC Test Lab about the progress on the retaining wall in the retention pond. He stated they are building the wall according to plans are doing a good job. While I was on site I did observe the crew use a compactor on the base material for several passes. They were using geogrid between courses as well.

Informational

05/15/2018

Matt Munger 05/10/2018 9:59 AM KC Test Lab was on site to inspect the work on the retaining wall in the retention pond. I observed geogrid in place between courses and workers compacting the gravel.

Informational

05/15/2018

Matt Munger 05/11/2018 1:50 PM John D. and I checked on the progress of the retaining wall in the retention pond. I went over with John some of the details and that there will need to be as-builts for the retention pond once it is finished reflecting the last revisions that were approved.

Informational

05/15/2018

Matt Munger 05/14/2018 9:44 AM Workers were using a laser to get the elevations, they were using geogrid between courses. KC Test Lab was on site for the 3rd party inspection on the retaining wall.

Informational

05/15/2018

Matt Munger 05/14/2018 1:28 PM Spoke with Andrew from KC Test Lab and he stated everything he is seeing the retaining wall crew doing is excellent. They have been using a filter fabric material between the soil wall and gravel to separate the two to keep the soil infiltration into the gravel down. Andrew stated he has been making sure the geogrid has been installed flat between each course.

Informational

05/15/2018

Matt Munger 05/15/2018 10:50 AM KC Test Lab was on site to inspect the retaining wall.

Informational

05/17/2018

Matt Munger 05/17/2018 9:55 AM I spoke with the lady inspector from KC Test Lab while she was on site inspecting the retaining wall that MSE is building in the retention pond and she stated they are building the wall according to plan and everything looks good from she has seen. Andrew and her are taking turns doing the inspections for the retaining wall.

Informational

05/17/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/17/2018

Matt Munger 05/01/2018 2:44 PM KC Test Lab was on site to do the compaction testing and overseeing the retaining wall inspections.

Informational

05/17/2018

Matt Munger 05/02/2018 10:26 AM I spoke with Andrew from KC Test Lab while he was on site inspecting the work on the retention wall. He stated they had been building the wall to plan and he observed them compacting the gravel.

Corrective Action Required

05/17/2018

Matt Munger 05/04/2018 10:08 AM The soil along the retention pond walls specifically on the east side by the 8" sanitary sewer stub line have eroded away enough to expose the sewer line. I spoke with TJ to address the concern and he stated they would build the retaining wall and stabilize the area.

Informational

05/17/2018

Matt Munger 05/07/2018 1:47 PM Spoke with Andrew from KC Test Lab while he was onsite insepcting the work on the retaining wall in the retention pond. I observed the workers using a compactor on the gravel and they were laying geogrid down between the layers.

Informational

05/17/2018

Matt Munger 05/08/2018 10:25 AM Spoke with Andrew from KC Test Lab about the retaining wall construction. I asked the foreman of MSE to send us a copy of the shop drawings for the retaining walls for our records. I observed while on site the contractor using geogrid between courses.

Informational

05/17/2018

Matt Munger 05/09/2018 10:00 AM Spoke with Andrew from KC Test Lab about the progress on the retaining wall in the retention pond. He stated they are building the wall according to plans are doing a good job. While I was on site I did observe the crew use a compactor on the base material for several passes. They were using geogrid between courses as well.

Informational

05/17/2018

Matt Munger 05/10/2018 9:59 AM KC Test Lab was on site to inspect the work on the retaining wall in the retention pond. I observed geogrid in place between courses and workers compacting the gravel.

Informational

05/17/2018

Matt Munger 05/11/2018 1:50 PM John D. and I checked on the progress of the retaining wall in the retention pond. I went over with John some of the details and that there will need to be as-builts for the retention pond once it is finished reflecting the last revisions that were approved.

Informational

05/17/2018

Matt Munger 05/14/2018 9:44 AM Workers were using a laser to get the elevations, they were using geogrid between courses. KC Test Lab was on site for the 3rd party inspection on the retaining wall.

Informational

05/17/2018

Matt Munger 05/14/2018 1:28 PM Spoke with Andrew from KC Test Lab and he stated everything he is seeing the retaining wall crew doing is excellent. They have been using a filter fabric material between the soil wall and gravel to separate the two to keep the soil infiltration into the gravel down. Andrew stated he has been making sure the geogrid has been installed flat between each course.

Informational

05/17/2018

Matt Munger 05/15/2018 10:50 AM KC Test Lab was on site to inspect the retaining wall.

Informational

05/17/2018

Matt Munger 05/17/2018 9:55 AM I spoke with the lady inspector from KC Test Lab while she was on site inspecting the retaining wall that MSE is building in the retention pond and she stated they are building the wall according to plan and everything looks good from she has seen. Andrew and her are taking turns doing the inspections for the retaining wall.

Informational

05/18/2018

Matt Munger 05/18/2018 9:20 AM KC Test Lab was on site while MSE was building the retaining wall in the retention pond.

Informational

05/18/2018

Matt Munger 05/01/2018 11:30 AM I spoke with Andrew from KC Test lab to discuss the inspections for the retaining wall that is being built as part of the retention pond. Andrew stated he has been checking the stationing and elevation's. Andrew said they are putting down geogrid every 3rd course 6ft wide. I watched the crew compact the gravel and the foreman stated they were doing extra by adding layers of filter fabric between the soil wall.

Informational

05/18/2018

Matt Munger 05/01/2018 2:44 PM KC Test Lab was on site to do the compaction testing and overseeing the retaining wall inspections.

Informational

05/18/2018

Matt Munger 05/02/2018 10:26 AM I spoke with Andrew from KC Test Lab while he was on site inspecting the work on the retention wall. He stated they had been building the wall to plan and he observed them compacting the gravel.

Corrective Action Required

05/18/2018

Matt Munger 05/04/2018 10:08 AM The soil along the retention pond walls specifically on the east side by the 8" sanitary sewer stub line have eroded away enough to expose the sewer line. I spoke with TJ to address the concern and he stated they would build the retaining wall and stabilize the area.

Informational

05/18/2018

Matt Munger 05/07/2018 1:47 PM Spoke with Andrew from KC Test Lab while he was onsite insepcting the work on the retaining wall in the retention pond. I observed the workers using a compactor on the gravel and they were laying geogrid down between the layers.

Informational

05/18/2018

Matt Munger 05/08/2018 10:25 AM Spoke with Andrew from KC Test Lab about the retaining wall construction. I asked the foreman of MSE to send us a copy of the shop drawings for the retaining walls for our records. I observed while on site the contractor using geogrid between courses.

Informational

05/18/2018

Matt Munger 05/09/2018 10:00 AM Spoke with Andrew from KC Test Lab about the progress on the retaining wall in the retention pond. He stated they are building the wall according to plans are doing a good job. While I was on site I did observe the crew use a compactor on the base material for several passes. They were using geogrid between courses as well.

Informational

05/18/2018

Matt Munger 05/10/2018 9:59 AM KC Test Lab was on site to inspect the work on the retaining wall in the retention pond. I observed geogrid in place between courses and workers compacting the gravel.