Observations/Finding

As requested, our AE Engineering & Consulting, LLC representative arrived on site to visually inspect footings for Lot #79 (Passport) and Lot #50 Pod 17 (Expedition) using Dynamic Cone Penetrometer (DCP) testing.

Lot #79 pod 13 (passport) and Lot E50 pod 17 (expedition)

L79P13F (westside) SB=5.5

Depth = 1 foot = Hit rock at 11 inches

5 offsets (L79P13F-L79P13FFFFFF)

Offset#1- Hit rock at 10 inches.

Offset#2-Hit rock 8 inches

Offset#3-Hit rock 7 inches

Offset#4-1ft- Redish brown sandy silt-9.5 blows, 2ft- hit rock at 1ft 2inches.

Offset#5-hit rock at 9inches

L79P13B (Eastside) SB=8

Ft1-ER-Hit rock at 3.5 inches

3 offsets (L79P13B-L79P13BBBB)

Offset#1-hit rock 10 inches

Offset#2-hit rock 5 inches

Offset#3-hit rock 4 inches

Surficial soils were found to be very rocky.  Loose trash was removed from the footings.  In-place rebar was found to be placed as per project specifications for size, spacing and quantity.

L50P17F (southside)

FT1-Red sandy silt-17 blows

FT2-Red sandy silt mica-18 blows

Ft3-”              “-15 blows

FT4-Reddish brown sandy silt mica-17 blows

L50P17B (Northside)

FT1-Red sandy silt mica-17 blows

FT2-”                “-16 blows

FT3-ER-hit rock 2ft 9inches

1 Offsets

FT3-Light brown/purple/reddish sandy silt mica-12 blows

Ft4-”                       “- 14 Blows

Surficial soils were found to be very rocky.  Loose trash was removed from the footings.  In-place rebar was found to be placed as per project specifications for size, spacing and quantity.