2003

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Preface

Area Overview

Western Front

Fence Line

A Victim of Circumstance

I Know Nothing

Water Anyone

Guard Rails

Southern Front

A Boring Video

EPA

Hear No, Speak No, See No Evil

2004

Forestry Service

Retaining Walls

Miss Utility

2005

Petroleum Devolvement

Greenleaf  Survey

Written Agreement

2006

Breeched Agreement

2007

An Uplifting Experience

The Best Defense?

May 2007

Mining History

Engineering Report

Imagery

Sinking

Road Correction

Diagrams

Utilities

PSC

August 2007

Corrective Measures

They Did What?

October 2007

Repair Diagram

November, 2007

December, 2007

Correspondence

Summary

Review

Notes

Regulatory Aspects

Legal Aspects

Q&A

2007 End

Epilogue

Stark Realities

Night & Day

800 LB Gorilla

 
     
It was the Worst Times  
Road Correction


Below are two short video clips of the parking lot area at the rear of 113 Platinum Drive. An area that was directly above our red barn.

These were taken during, light to moderate rain showers.

Unknown at the time.

The drainage from the parking lot area, that is south of the fire hydrant, traveled to a drop inlet that possessed a six inch common roof drain outlet.

The six inch drop inlet was actually the outlet from both 109 and 113 Platinum Drive's roof drain system.

In August of 2007; Platinum Properties would remove said visible 6" outlet and place it underground, hidden in between two new visible drop inlets.
 




This particular parking lot area was receiving all the drainage from:

* The total rear parking lot areas of buildings 109 and 113 Platinum Drive.

* The parking lot area area south of the fire hydrant, adjacent to 113 Platinum Drive.

* The complete roof drainage of both buildings 109 and 113 Platinum Drive.

All the above mentioned drainage was being funneled into the property, at this sink area location

 



The rough outline is the area of the slip on our property. It is below the Developer's parking lot area, shown in the video above.

The new structure below is the one mentioned earlier with the compactable fill.

Bear in mind; the area that the new building sits on was composed of compactable fill that was brought in by large tandem dump truck from two other Bridgeport residential developments. The cost of this aspect of site preparation was around $15,000.

This is the reason the area held up so well in regard to the massive drainage that Platinum Properties was dispensing into our property, above the red barn area.

 




Implementation of the French Drain System

 

 

 

 

During the excavation for the Horner Brothers Designed, drain system, the excavator encountered a natural bench, (bedrock), when placing the drainage system;



The French drainage system was placed directly on top of this bedrock, (the best possible circumstance for a French drain).

The drain system stayed on top of the bedrock until it veered on the southern side of the barn area to get a proper drop level for the drainage that traveled through the French drain.

An estimate, without core drilling, is the bedrock depth back into the hill is at least 24', taking into account the position of the barn.

The existence of the bedrock is the reason the slip area had a dipped look to it, (as noted earlier, by HR Marsh), and the reason the barn was not affected. The barn and the road exists over bedrock. The road passes the barn and curves down hill. The barn was built 38 years ago. The road existed long before that.

 

 
     
     
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