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October 7, 2024
<br />ITT Project 24-327
<br />Various Gravel Roads
<br />IP 25-07
<br />Ramsey, Minnesota
<br />Below the aggregate, boring SB-1 encountered fine grained, poorly graded sand with silt (SP-SM)
<br />fill to 5.0 feet, followed by organic silt (OL) to 7.5 feet, native, fine grained, clayey sand (SC) to
<br />10.0 feet and then silty clayey sand (SC-SM) to termination at 11.5 feet. Below the aggregate,
<br />boring SB-2 encountered fine grained, poorly graded sand (SP) fill to 5.0 feet, followed by peat
<br />(PT) to 10.0 feet, and then native, clayey sand (SC) to termination at 11.5 feet. Below the
<br />aggregate, boring SB-3 encountered fine grained, poorly graded sand (SP) fill to 5.0 feet, followed
<br />by organic silt (OL) to 7.5 feet, native, clayey sand (SC) to 10.0 feet and then silty clayey sand
<br />(SC-SM) to termination at 11.5 feet.
<br />Below the aggregate, boring SB-4 encountered fine grained, silty sand (SM) to 10.0 feet, followed
<br />by clayey sand (SC) to termination at 11.5 feet. Below the aggregate, boring SB-5 encountered
<br />fine grained, poorly graded sand with silt (SP-SM) to 5.0 feet, followed by silty clayey sand (SC-
<br />SM) to 7.5 feet, silty sand (SM) to 10.0 feet and then clayey sand (SC) to termination at 11.5 feet.
<br />Below the aggregate, boring SB-6 encountered fine grained, poorly graded sand with silt (SP-SM)
<br />to 5.0 feet, followed by clayey sand (SC) to 9.5 feet and then poorly graded sand (SP) to
<br />termination at 11.5 feet. Below the aggregate, boring SB-7 encountered fine grained, silty sand
<br />(SM) to 4.0 feet, followed by poorly graded sand (SP) to termination at 11.5 feet.
<br />Below the aggregate, boring SB-8 encountered fine grained, silty sand (SM) to 10.0 feet, followed
<br />by poorly graded sand with silt (SP-SM) to termination at 11.5 feet. Below the aggregate, boring
<br />SB-9 encountered fine grained, silty clayey sand (SC-SM) to termination at 11.5 feet.
<br />Below the aggregate, boring SB-10 encountered fine grained, poorly graded sand (SP) fill to 4.0
<br />feet, followed by native, poorly graded sand (SP) to termination at 11.5 feet. Below the aggregate,
<br />borings SB-11, SB-12, SB-13, and SB-14 all encountered native, fine grained, poorly graded sand
<br />(SP) to termination at 11.5 feet.
<br />Below the aggregate, borings SB-15, SB-16 and SB-17 all encountered fine grained, poorly graded
<br />sand (SP) to termination at 11.5 feet.
<br />Page 4
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