Text

Northwest Medical Isotopes, LLC - Document No. NWMI-2015-RAI-001, Revision 0, Appendix K. Part 14 of 14
	ML15328A073
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Site:	Northwest Medical Isotopes
Issue date:	11/20/2015
From:	; Northwest Medical Isotopes, Terracon Consultants
To:	; Office of Nuclear Reactor Regulation
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ML15328A010	List: ML15328A070; ML15328A071; ML15328A072; ML15328A073; ML15328A075; ML15328A076; ML15328A077; ML15328A078; ML15328A079; ML15328A080; ML15328A081; ML15328A082; ML15328A083; ML15328A084;
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	NWMI-LTR-2015-005 NWMI-2015-RAI-001, Rev. 0
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APPENDIX A FIELD EXPLORATION

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iW SITE LOCATION MAP DISCOVERY RIDGE CERTIFIED SITE PROGRAM LOTS 2, 5, 6, 7,8, 9,10, 11, 12, 13, 14, 15, 16, 17 & 18 COLUMBIA, MSOR jExhbit A-I P 0S732214 2677 P 1$711114 27f14 a h ii

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GRAPHIC 09105094.1

/1/21 "irerracon Consutting Engineers & Scientists 3101 I~w~ot

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DISCOVERY RIDGE CERTIFIED SITE PROGRAM LOTS 2, 5,6, 7, 8,9, 10, 11, 12, 13, 14, 15, 18, 17 & 18 COL.UMBIA, MISSOURI II A-2 P tltT*1A214*77 Ff57fl214 2714 U.

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a-7"1* 1 Ferracon onsulting Engineers & Scientists 2601 Mcjw.Co.aI, SubA CrAawSle kSinz~ 6&262II GEOLOGIC MAP II Exhibit II DISCOVERY RIDGE CERTIFIED SITE PROGRAM LOTS 2, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17 & 18 COLUMIA, MISSUI A-3 P 1572121 2677 F 157I2 214 2714 I I.

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09105094.1 PU. Maim:

09105094.1 SPLAN Da1t7.1 jirerraCan Consulting Engineers & Scientists BORING LOCATION PLAN Exhibit DISCOVERY RIDGE CERTIFIED SITE PROGRAM LOTS 2, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17 & 18 COLUMBIA, MISSOURI A-4 P15711 214 2677 F [571] 2142714 Ih~~IU II II~

BORING LOG NO. B-I Page 1 of 1 CLIENT ENGINEER Trabue Hansen & Hlnshaw, Inc.

Trabue Hansen & Hlnshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri Discovery Ridge - Certified Site Program Boring Location: Lot 16 SAMPLES TESTS a-d DESCRIPTION W

n Approximate Surface Elevation:

835 ft

, 0)

)

LEAN O FA CLA: brwn and gray, stiff

--reddish brown, trace gray PA 8

R27 I-A FAT CLAY: light gray with reddish brown, trace black, trace sand and gravel, possible cobbles, very stiff (Glacial Drift) reddish brown, trace gray and black

_.,CLiST2 93 4500*

CL ST 24-2 105 6000*

-,CH 2580 PA

-- CH 3ST 24-2 102'6000*

CH4ST 2 297 6500*

1 --

CH S 2

18 7000*

43, 15, 28 9n1 RI*

.yv 0*

0 BOTTOM OF BORING AT 20 FEET n

i 1

m a -

i I

I The str'atification lines represent the approximate boundary lines

Calibrated Hand Penetrometer Sbetween soil and rock types: in-situ, the transition may be gradual.

CME 140H SPT automatic hammer 0 WATE LEVEL OBSERVATIONS,. ft BORING STARTED 1-81 WL I'-None WS I: None AB BORING COMPLETED 12-28-10 WLRIG 550X IFOREMAN SB W~-

Exhibit A-5 r_______________n IAPPROVED JMKI JOB #

09105094

BORING LOG NO. B-2 Pagel1ofi1 CLIENT ENGINEER Trabue Hansen & Hinshaw, Inc.

Trabue Hansen & Hinshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri__

Discovery Ridge - Certified Site Program Boring Location: Lot 5 SAMPLES__

___TESTS

~~~DESCRIPTION

=

0Approximate Surface Elevation:

840 ff

o.

~

LEAN TO FAT CLAY: gray with brown, very stiff PA 8

832 A

FAT CLAY: reddish brown with light gray, trace sand and gravel, possible cobbles, hard (Glacial Drift)

_CL 1

ST 24 17 98 7000*

_CH

_ CL 2

ST 16 17 110 7000*

_CH 6700 PA

_CH 3

T 2 1

109 9000*

10-----

_C 4R ST 20 17 115 9000+*

9740 15-----

_ CH 5

SS 14 18 18 9000+*

R*f B~J4~ --

I-a I

BOTTOM OF BORING AT 20 FEET Th statfia n

rprset heaproimtebondrylie Caibae HadPi tree Thetwe straifiaindlne re tprese n-stu the aproxi mate boun rduary lne

CM baE d 14 H

an S

P eaetom etichmer WAE bEtwEen sOi BSndRVATye:IONSi, thfrastio a eaul BORIE STAR STE autmatc8hmme

.J"J L *--

rl

=

Nn WATRLVLOSERAINSe ftr BORING STARLTED 12-28-10

~WL 1 I I5 cIEI..U!

RI G 55XFOREMAN SB Exhibit A-6

______________APPROVED JMK JOB #

09105094*

BORING LOG NO. B-3 Page 1 of I CLIENT ENGINEER Trabue Hansen & Hlnshaw, Inc.

Trabue Hansen & Hlnshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri scovery Rde-Certified Site Program Boring Location: Lot 2 SAMPLES

___TESTS DESCRIPTION Approximate SurfaceElevation:

805JI ft S bron raesnd and gravel, very stiff PA AIV)

I -

'-"a LEAN TO FAT CLAY: brown with gray, very stiff

- light gray, with silt

--CH

... CL 3 S 21 1

00 OCH CLk T2 1

1 50

_CH 41, 16, 25 12 793 LEAN TO FAT CLAY: reddish brown and gray, trace sand and gravel, possible cobbles, very stiff (Glacial Drift) sandy 7R*

C C

BOTTOM OF BORING AT 20 FEET The straiication fines repreent tte approximate boundary lines

Calibratd Hand Penietrometer zbetween soil and rodk types: in-situ, the transition may be gradual.

CME 140H SPT automatic hammer iy WATER onLEVEL OBSERVATIONS, ftW Nn BORING o

nSTARTED 12-28-10 SWL i* Noe W

Ioe A

BORING COMPEED 1-81 SExhibit A-7 APPROVED JMK JOB#

09105094

BORING LOG NO. B-4 Page 1 of I CLIENT ENGINEER Trabue Hansen & Hinshaw, Inc.

Trabue Hansen & Hinshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri

___Discovery Ridge - Certified Sit. Program Boring Location: Lot 8 SAMPLES

___TESTS

-J Approximate Surface Elevation:

800 ft W

ci D,

FILl_: lean clay and lean to fat clay, brown, trace gray and reddish brown, trace sand and gravel, very stiff to hard 788 PA

_ 1 ST 24 1

100 8000*

__ 2 ST 10 17 111 9000*

8900 PA 3

ST 24 21 102 8000*

5740 10- -

~

CL 4

ST 12 18 110 6000*

-CH

_CL5 ST 23 21108 6500*

_CH 9(-

12 LEAN TO FAT CLAY: brown and light gray, trace reddish brown, trace sand and gravel, possible cobbles, very stiff (Glacial Drift) 9(1 7Rfl BOTTOM OF BORING AT 20 FEET I I

~~~I a

a 0~The stratification lines represent the approximate boundary lines

Calibrated Hand Penetrmreter z

between soil and rock types: in-situ, the transition may be gradual.

- CME 140H SPT automatic hammer SWATER LEVEL OBSERVATIONS, ft BORING STARTED 12-28-10 SWL *None WS 'None AB 1* r a

BORING COMPLETED 12-28-10 IIWLIICI-U I G 55XFOREMAN SB Exhibit A-8

_____________APPROVED JMK JOB #

09105094

BORING LOG NO. B-5 Page 1 of I CLIENT ENGINEER Trabue Hansen & Hinshaw, Inc.

Trabue Hansen & Hinshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri Discovery Ridge - Certified Site Proglram Boring Location: Between Lot 14 & Lot 15 SAMPLES

~

TESTS 0Approximate Surface Elevation:

805 ft o

i 4" TOPSOIL:

LEAN CLAY: brown, trace gray, stiff PA Rt't*

~FAT CLAY: gray with red, stiff 8

797

~FAT CLAY: reddish brown and light gray, trace sand and gravel, possible cobbles, very stiff (Glacial Drift) 12 793 SANDY LEAN TO FAT CLAY: reddish brown and light gray, trace gravel, possible cobbles, stiff (Glacial Drift) 17__

788 FAT CLAY: reddish brown and light gray, trace sand and gravel, possible cobbles, very stiff (Glacial Drift) 20 785

_ CL 1 ST 16 24 98 4000*

_CH 2ST 1231 91 4000*

PA

_C 3p ST 21 16 119 7000*

L 4

S 1

21 4000*

_CH 15---

_ CH 5

SS 13 19 18 7500*

31, 21, 10 I-0 I

BOTTOM OF BORING AT 20 FEET The tratfitt~online rereset th aproxiate ounary ines*Caibrate Han Peeroe Thetwe straificatindne rctpresen-stu the aproiateitboundmary liesgul

CaMbaE 14Han SPenaetometchrnn SbetwEen soil L

anOckSERVATIONSit, fte trasRtoNmaybeSraualRTED 12-2ST8utma-cham

, WL = 6.

WS Y 12 AB_______ff BORING COMPLETED 12-28-10 UzWL~

I1* I

((d L-U H I

550X1 FOREMAN SB Exhibit A-9 APPROVEDJMK__OB___09105094

BORING LOG NO. B-6 Page 1 of I CLIENT ENGINEER Trabue Hansen & Hinshaw, Inc.

Trabue Hansen & Hinshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri Discovery Ridge - Certified Site Program Boring Location: Lot 10 SAMPLES__

___TESTS Appoxiat Sufae Eevtio:

80 t d

LEAN TO FAT CLAY: light gray and reddish brown, very stiff PA 3

777 FAT CLAY: reddish brown and light gray, trace sand and gravel, possible cobbles, trace slickensides, very stiff (Glacial Drift) shaley texture

_CL 1 ST 22 21 109 6000*

_CH

_CH 2

ST 24 22 106 5000*

PA CH3S 4211 00

_CH 4 SS 11421 17 8000*

17 763 189 LIMESTONE***: weathered76.

SPITSPO.SMPE REFSA AT.

I-C 18.9 FEET

- - Classifications and stratigraphic boundaries estimated from disturbed samples. Core samples and petrographic analysis may reveal other rock types and stratigraphic classifications.

SThe stratification lines represent the approximate boundary lines

aflbrate Hand Penetrometer 0z between soil and rock types: in-situ, the transition may be gradual.

CME 140H SPT automatic hammer i

WATER LEVEL OBSERVATIONS, ft BORING STARTED 12-28-10 i WL *-None WS "Y 18.5 AB I r..,,,=..

BORING COMPLETED 12-28-10 WL j *II*I0IIIla l g RIG 550x FOREMAN SB iExhibit A-i10 APPROVED JMK JOB,#

09105094*

BORING LOG NO. B-7 Page 1 of 1 CLIENT ENGINEER Trabue Hansen & Hinshaw, Inc.

Trabue Hansen & Hinshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri Discovery Rde -Certified Site Program Boring Location: Between Lot 12 & Lot 13 SAMPLES__

___TESTS oo "JApproximate Surface Elevation:

79 ft 0

i 3,.3

,4" TOPSOIL:

LEA TO FAT CLAy: brown, trace light gray, with silt, stiff to very stiff PA

_CL 1

T2 9

106 7000*

_CH

_CL 2

T1 7

110 5000*

-CH 2510

_CH 3

T2 2

107 6500*

8 782 FAT CLAY: light gray with reddish brown, trace sand and gravel, possible cobbles, very stiff (Glacial Drift) 1*.5 777.5 13,LIMETONE**:weathered

..__zzz AUGER REFUSAL AT 13 FEET

- - Classifications and stratigraphic boundaries estimated from disturbed samples. Core samples and petrographic analysis may reveal other rock types and stratigraphic classifications.

4 SS 0

150/0" I-I I

i I

i Testratification fines represent th approximate boundary lines

Calibrated Hand Penetrometer

tensoil and roktypes: in-situ, the transtion may begradual.

CM 14HSTatmich me SWL j4 None WS 4 None AB IBORING COMPEED 1-81 Exibt -I

_rr________n_____APPROVED JMK JOB'# 09105094

BORING LOG NO. B-Page lotof CLIENT ENGINEER Trabue Hansen & Hinshaw, Inc.

Trabue Hansen & Hinshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri Discovery Rig etfe iePoram Boring Location: Between Lot 17 & Lot 18 SAPE___

__TESTS DESCRIPTION Approximate Surface Elevation:

815 ft a

in~

~

LEANTO AT LAY brwn ndray

'-*4i6" TOPSOIL:

PA trace reddish brown, trace root hairs, stiff light gray and reddish brown, with silt 8

807 A

FAT CLAY: light gray and reddish brown, trace black, trace sand and gravel, possible cobbles, stiff to very stiff (Glacial Drift) 9n

-.CH SCH 33 5 CH 3S 4

2 0

00

-2880

CH 4

S1 5

1 00 "5500*

71R I-l

v0v CN BOTTOM OF BORING AT 20 FEET "I

I I

I IU SThe stratification lines represent the approximate boundary lines

Calibrated Hand Penetrometer Sbetween soil and rock types: in-situ, the transition may be gradual.

- CME 140H SPT automatic hammer

,AERWLEVLOBSERVATIONS,"

ft r a c n BORN STARTED 2-14-1 SWL I' None WS [I-None AB

, BORING COMPLETED 2-14-11 WL I IIIhG 550X FOREMAN BW Exhibit A-12

______________APPROVED JMK JOB #

09105094j

BORING LOG NO. B-9 Page 1 of I CLIENT ENGINEER Trabue Hansen & Hinshaw, Inc.

Trabue Hansen & Hinshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri Discovery Ridge - Certified Site Program Boring Location: Between Lot 6 & Lot 7 V~

__TSS____

~~~DESCRIPTION cApproximate Surface Elevation:

800ftf

=

02"-'\\2" TOPSOIL:

(79~8 PA j

LEAN TO FAT CLAY: dark brown with gray, with silt, stiff R

g2-FAT CLAY: light gray and brown, with sand, trace gravel, possible cobbles, very stiff (Glacial Drift) gray and reddish brown reddish brown, trace gray

_ CL ST 14

-20 105 4000*

_CH

_iCL2 S

-0 24 96 3000*

-CH 2050

-PA

_CH 3' T24 19 1126000*

6020 10--

_CH 4

SS 18 22 19 8000*

_ CH 5

SS 13 28 20 7500*

44, 21,23 9n 7RfN I

V4 V V I-.

I:

BO'I-OM OF BORING AT 20 FEET The staiicto lines represent the approximate boundary lines

Calibrated Hand Penetrorneter Sbetween soil and rock types: in-situ, the transition may be gradual.

CME 140H SPT automnati hammer WATER LEVEL OBSERVATIONS, ft BORING STARTED 2-14-11

= WL *- None WS

None AB rolr

_=m..

BORING COMPLETED 2-14-11 Exhibit A-13 APRVD JM O

0159

Preliminary Geotechnical Engineering Report lr Discovery Ridge - Certified Site Program ra a Lots 2, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17 and 18

Columbia, Missouri February 17, 2011 u Terracon Project No. 09105094.1.1 Field Exploration Description The proposed boring locations were laid out in the field by a Terracon engineer using a scaled site plan provided by the client and measuring from existing site features.

The ground surface elevations at the boring locations were interpolated from a topographic map provided by the client. The elevations included on the boring logs are approximate and have been rounded to the nearest 5-foot. The locations and elevations of the borings should be considered accurate only to the degree implied by the means and methods used to define them.

The borings were drilled with an ATV-mounted rotary drill rig using continuous flight solid-stem augers to advance the boreholes. Samples of the soil encountered in the borings were obtained using the split-barrel and thin-walled tube sampling procedures.

In the split-barrel sampling procedure, the number of blows required to advance a standard 2-inch O.D. split-barrel sampler the last 12 inches of the typical total 18-inch penetration by means of a 140-pound hammer with a free fall of 30 inches, is the standard penetration resistance value (SPT-N). This value is used to estimate the in-situ relative density of cohesionless soils and consistency of cohesive soils.

A CME automatic SPT hammer was used to advance the split-barrel sampler in the borings performed on this site. A significantly greater efficiency is achieved with the automatic hammer compared to the conventional safety hammer operated with a cathead and rope. This higher efficiency has an appreciable effect on the SPT-N value. The effect of the automatic hammer's efficiency has been considered in the interpretation and analysis of the subsurface information for this report.

In the thin-walled tube sampling procedure, a thin-walled, seamless steel tube with a sharp cutting edge is pushed hydraulically in to the soil to obtain a relatively undisturbed sample. The samples were tagged for identification, sealed to reduce moisture loss, and taken to our laboratory for further examination, testing, and classification. Information provided on the boring logs attached to this report includes soil descriptions, consistency evaluations, boring depths, sampling intervals, and groundwater conditions. The borings were backfllled with auger cuttings prior to the drill crew leaving the site.

A field log of each boring was prepared by the drill crew. These logs included visual classifications of the materials encountered during drilling as well as the driller's interpretation of the subsurface conditions between samples. Final boring logs included with this report represent the engineer's interpretation of the field logs and include modifications based on laboratory observation and tests of the samples.

Reliable

Responsive u Convenient.* Innovative EhbtA1 Exhibit A-14

APPENDIX B LABORATORY TESTING

Preliminar Geotechnical Engineerin Re.port1r Discovery Ridge - Certified Site Programrr c

n Lots 2,5, 6, 7,8, 9, 10, 11, 12, 13, 14, 15, 16, 17 and 18

Columbia, Missouri February 17, 2011. Terracon Project No. 09105094.1.1 Laboratory Testing Soil samples were tested in the laboratory to measure their dry unit weight and natural water content. Unconfined compression tests were performed on selected samples and a calibrated hand penetrometer was used to estimate the approximate unconfined compressive strength of some samples.

The calibrated hand penetrometer has been correlated with unconfined compression tests and provides a better estimate of soil consistency than visual examination alone. The test results are provided on the boring logs included in Appendix A.

Descriptive classifications of the soils indicated on the boring logs are in accordance with the enclosed General Notes and the Unified Soil Classification System. Also shown are estimated Unified Soil Classification Symbols. A brief description of this classification system is attached to this report.

All classification was by visual manual procedures.

Selected samples were further classified using the results of Atterberg limit testing. The Atterberg limit test results are also provided on the boring logs.

Reliable u Responsive

Convenient u InnovativeExitBI Exhibit B-1

APPENDIX C SUPPORTING DOCUMENTS

GENERAL NOTES DRILLING & SAMPLING SYMBOLS:

SS:

Split Spoon 3/s" I.D., 2" O.D., unless otherwise noted ST:

Thin-Walled Tube - 2" O.D., 3" O.D., unless otherwise noted RS:

Ring Sampler - 2.42" I.D., 3" O.D., unless otherwise noted DB:

Diamond Bit Coring - 4", N, B BS:

Bulk Sample or Auger Sample HS:

Hollow Stem Auger PA:

Power Auger (Solid Stem)

HA:

Hand Auger RB:

Rock Bit WB Wash Boring or Mud Rotary The number of blows required to advance a standard 2-inch O.D. split-spoon sampler (SS) the last 12 inches of the total 18-inch penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration" or "N-value".

WATER LEVEL MEASUREMENT SYMBOLS:

WL:

Water Level WS:

While Sampling WCI:

Wet Cave in WD:

While Drilling DCI:

Dry Cave in AB:

After Boring BCR:

ACR:

N/E:

Before Casing Removal After Casing Removal Not Encountered Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations.

DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as dlays if they are plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency.

CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE-GRAINED SOILS Unconfined Compresslve Strength, Qu. Dsf

< 500 500 -1,000 1,000 -2,000 2,000 -4,000 4,000 - 8,000 8,000+

Standard Penetration or N-value (SS)

Blows/Ft.

0-1 2-4 4-8 8-15 15 - 30

> 30 Consistency Very Soft Soft Medium Stiff Stiff Very Stiff Hard Standard Penetration or N-value (SS)

Blows/Ft.

0-3 4-9 10- 29 30 -50

> 50 Relative Density Very Loose Loose Medium Dense Dense Very Dense RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY DescriDtive Term(s) of other constituents Trace With Modifier Percent of Dry Weight

<15 15 -29

> 30 Maior Component of Sample Boulders Cobbles Gravel Sand Silt or Clay Particle Size Over 12 in. (300mm) 12 in. to 3 in. (300mm to 75mm) 3 in. to #4 sieve (75mm to 4.75mm)

4 to #200 sieve (4.75 to 0.075mm)

Passing #200 Sieve (0.075mm)

RELATIVE PROPORTIONS OF FINES DescdDtive Term(s) of other constituents Trace With Modifier Rev. 4/10 Percent of Dry Weight

<5 5-12

> 12 PLASTICITY DESCRIPTION Plasticity Term Index Non-plastic 0

Low Medium High 1-10 11-30

> 30 1 rerracon Exhibit C-1

UNIFIED SOIL CLASSIFICATION SYSTEM Soil Cimfcaln Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" ru Group Name

__________Symbol Gru Gravels:

Clean Gravels:

Cu > 4 and 1 *; Cc *;3 E GW Well-graded gravel

Moreothan 50% of Less than 5% fines c Cu <4 and/orl1 > Cc> 3 E GP Poorly graded gravel F coarse fraction retained Gravels with Fines:

Fines classify as ML or MH GM Silty gravel F,G,.

Coarse Grained Soils:

on No. 4 sieve More than 12% fines c Fines classify as CL or CH OC Clayey gravel FG*

More than 50% retained on No. 200 sieve Sands:

Clean Sands:

CuŽ>6 and I <Cc*<3 E SW Well-graded sand' 50% or more of coarse Less than 5% fines o Cu <S6and/or1 >Cc> 3 E SP Pooly graded sand w fraction passes No. 4 Sands with Fines:

Fines classify as ML or MH SM Silty sand *,.

sieve More than 12% fines 0D Fines classify as CL or CH SC Clayey sand G.H.I iPI >7 and plots on or above 'A" lineJ CL Lean clayK'LM Slits and Clays:

Inra~:PI

<4 or plots below "A6" line J ML Sl L Liquid limit less than 50 i qi iit-oe de rai lay *N Fine.Grained Soils:

Organic:

Uqi mt-oe d

< 0.75 OL Ogncca

_____________________Liquid limt - not dried

____Organic silt KL.MO 50% or more passes the PIlplots onor above "A" line CH Fatcday*L No. 200 sieve Inorganic:__

Slilts and Clays:

Inrai:PI plots below "A" line MH Elastic Silt K.LM Liquid limit 50 or more iquiidlimit vndied Ogani1daK.L'MP Organic:

-~<0.75 OH Ogncca qudimt-ntdried

__Organic silt *LMO Highly organic soils:

Primarily organic matter, dark in color, and organic odor PT Peat A Based on the material passing the 3-inch (75-mm) sieve e If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name.

c Gravels with 5 to 12% fines require dual symbols: GW-GM well-graded gravel with silt, GW-GC well-graded gravel with clay, GP-GM poorly graded gravel with silt, GP-GC poorly graded gravel with clay.

0 Sands with 5 to 12% fines require dual symbols: SW-SM well-graded sand with silt, SW-SC well-graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay (D 2)

E CU = DS0Di0 CC-=

(D 0 010 x D60 F If soil contains > 15% sand, add "with sand" to group name.

G If fines classify as CL-ML, use dual symbol GC-GM, or SC-SM.

H If fines are organic, add "with organic fines" to group name.

SIf soil contains Ž* 15% gravel, add "with graver" to group name.

" If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay.

K If soil contains 15to 29% plus No. 200, add "with sand" or~wlth gravel,"

whichever is predominant.

L If soil contains > 30% plus No. 200 predominantly sand, add "sandy' to group name.

M If soil contains ;Ž 30% plus No. 200, predominantly gravel, add "gravelly" to group name.

N PI >Ž4 and plots on or above "A" line.

o PI < 4 or plots below "A" line.

"P1P plots on or above "A" line.

o PI plots below "A" line.

x w0z~

Z ci I--

60 50 40 30 20 10 7

4 0

0 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) 1 rerracon Exhibit C-2

GENERAL NOTES Description of Rock Properties WEATHERING Fresh Very slight Slight Moderate Moderately severe Severe Very severe Complete Rock fresh, crystals bright, few joints may show slight staining. Rock rings under hammer if crystalline.

Rock generally fresh, joints stained, some joints may show thin clay coatings, crystals in broken face show bright. Rock rings under hammer if crystalline.

Rock generally fresh, joints stained, and discoloration extends into rock up to 1 in. Joints may contain clay. In granitoid rocks some occasional feldspar crystals are dull and discolored. Crystalline rocks ring under hammer.

Significant portions of rock show discoloration and weathering effects. In granitoid rocks, most feldspars are dull and discolored; some show clayey. Rock has dull sound under hammer and shows significant loss of strength as compared with fresh rock.

All rock except quartz discolored or stained.

In granitoid rocks, all feldspars dull and discolored and majority show kaolinization. Rock shows severe loss of strength and can be excavated with geologist's pick.

All rock except quartz discolored or stained. Rock "fabric" clear and evident, but reduced in strength to strong soil. In granitoid rocks, all feldspars kaolinized to some extent. Some fragments of strong rock usually left.

All rock except quartz discolored or stained. Rock "fabric" discemible, but mass effectively reduced to "soil" with only fragments of strong rock remaining.

Rock reduced to "soil". Rock "fabric" not discemible or discernible only in small, scattered locations. Quartz may be present as dikes or stringers.

HARDNESS (for engineering description of rock - not to be confused with Moh's scale for minerals)

Very hard Cannot be scratched with knife or sharp pick. Breaking of hand specimens requires several hard blows of geologist's pick.

Hard Can be scratched with knife or pick only with difficulty. Hard blow of hammer required to detach hand specimen.

Moderately hard Can be scratched with knife or pick. Gouges or grooves to 1/ in. deep can be excavated by hard blow of point of a geologist's pick. Hand specimens can be detached by moderate blow.

Medium Can be grooved or gouged 1/16 in. deep by firm pressure on knife or pick point. Can be excavated in small chips to pieces about 1-in, maximum size by hard blows of the point of a geologist's pick.

Soft Can be gouged or grooved readily with knife or pick point. Can be excavated in chips to pieces several inches in size by moderate blows of a pick point. Small thin pieces can be broken by finger pressure.

Very soft Can be carved with knife. Can be excavated readily with point of pick. Pieces 1-in, or more in thickness can be broken with finger pressure. Can be scratched readily by fingernail.

Joint, Bedding, and Foliation Spacing In Rock" Spacing Joints BeddlnglFoliation Less than 2 in.

Very close Very thin 2 in. - 1 ft.

Close Thin 1 ft. - 3 ft.

Moderately close Medium 3 ft. -l10ft.

Wide Thick More than 10 ft.

Very wide Very thick

a. Spacing refers to the distance normal to the planes, of the described feature, which are parallel to each other or nearly so.

Rock Quality Designator (RQD) a RQD, as a percentage

-Diagnostic description Exceeding 90 Excellent 90 - 75 Good 75 -50 Fair 50 -25 Poor Less than 25 Very poor

a. RQD (given as a percentage) = length of core in pieces 4 in. and longer/length of run.

Joint Openness Descriptors Openness Descriptor No Visible Separation Tight Less than 1/32 in.

Slightly Open 1/32 to 1/8 in.

Moderately Open 1/8 to 3/8 in.

Open 3/8 in. to 0.1 ft.

Moderately Wide Greater than 0.1 ft.

Wide

References:

American Society of Civil Engineers. Manuals and Reports on Engineering Practice - No. 56. Subsurface Investiaation for Design] and Construction of Foundations of Buildings. New York: American Society of Civil Engineers, 1976.

U.S.

Department of the Interior, Bureau of Reclamation, Enaineering Geoloav Field Manual.

1 rerracon Exhibit C-3

PROJECTED EARTHQUAKE INTENSITIES I hi'. stap.show s he highe~s projecsed Modified Mercalli jnsen'.sjti.

by county~ from a potensiaI masgnitude 7.6 e~strhquaskc who'.e epicenter could he any -

whevre along she length of thic New Madrid s.eismic /one.

tlshi map shiows lihe hsglecsl projected Modified Mercalli insensisie.* by county from a potential magnitude 6*.7 easrth.

quake whose cpiecnser could he any-where along the length of she New Mad-rid *.essmic mone.

Thi sitar s.howhs he highe'st projected

~Modified Me'rcalls intensit.ies~ by county Ironm a potentialI magnitude *.6 earth-quake whose epicenter could be any-where aslong the length of the New Mad-

MODIFIED MERCALLI INTENSITY SCALE I Peoplc do not feel any Earth movement.

I! A few people might notice movement.

Ill Many people indoors feel movement.

Hanging objects swing.

IV Most people indoors feel movement.

Dishes, windows, and doors rattle. Walls and frames of structures creak. Liquids in open vessels are slightly disturbed. Parked cars rock.

E Almost everyone r'eels movement. Most people are awakened. Doors swing open or closed. Dishes are broken. Pictures on the wall move. Windows crack in some cases. Small objects move or are turned over. Liquids might spill out of open containers.

I Everyone feels movement. Poorly built buildings are damaged slightly. Considera-ble quantities or dishes and glassware, and some windows are broken. People have trouble walking. Pictures rail off walls.

Objects fall rrom shelves. Plaster in walls might crack. Some furniture is overturned.

Small bells in churches, chapels and schools ring.

E People have difficulty standing. Consider-able damage in poorly built or badly designed buildings, adobe houses, old walls, spires and others. Damage is slight to moderate in well-built buildings.

Numerous wvindows are broken. Weak chimneys break at roof lines. Cornices from towers and high buildings fall. Loose bricks fall from buildings. Heavy furniture is overturned and damaged. Some sand and gravel stream banks cave in.

1 Drivers have trouble steering. Poorly built structures suffer severe damage. Ordinary substantial buildings partially collapse.

Damage slight in structures especially built to withstand earthquakes. Tree branches break. Houses not bolted down might shift on their foundations. Tall structures such as towers and chimneys might twist and fall. Temporary or permanent changes in springs and wells. Sand and mud is ejected in small amounts.

-Most buildings suiffer damage. Houses that are not bolted down move off their foundations. Some underground pipes are broken. The ground cracks conspicuously.

Reservoirs suffer severe damage.

E Well-built woo den structures are severely damaged and sonmc destroyed. Most masonry and frame structures are des-troyed, including their foundations. Some bridges are destroyed. Dams are seriously damaged. Large landslides occur. Water is thrown on the banks of canals, rivers, and lakes. Railroad tracks are bent slightly.

Cracks are opened in cement pavements and asphalt road surfaces.

E Few if any masonry structures remain standing. Large, well-built bridges are des-troyed. Wood frame structures are severely damaged, especially near epicen-ters. Buried pipelines are rendered com-pletely useless. Railroad tracks are badly bent. Water mixed with sand, and mud is ejected in large amounts.

XII Damage is total, and nearly all works of construction are damaged greatly or des-troyed. Objects are thrown into the air.

The ground moves in waves or ripples.

Large amounts of rock may move. Lakes are dammed, waterfalls formed and rivers are deflected.

Intensity is a numerical index describing the effects of an earthquake on the surface of the Earth, on man, and on structures built by man. The intensities shown in these maps are the highest likely under the most adverse geologic conditions. There will actually be a range in intensities within any small area such as a town or county, with the highest intensity generally occurring at only a few sites. Earthquakes of all three magnitudes represented in these maps occurred during the 1811 - 1812 "New Madrid earthquakes."

The isoseismal patterns shown here, however, were simulated based on actual patterns of somewhat smaller but damaging earthquakes that occurred in the New Madrid seismic zone in 1843 and 1895.

PrepaEred and distributed by T~EMISSOURI STATE EMERGENCY MANAGEMENT AG;ENCY P.O. BOX 116 JEFFERSON CITY, MO 65102 Telephone: 573.526-9100

4. Access Information 4.1.1 The site is located on the eastern side of US Highway 63 at the Discovery Parkway interchange. Discovery Parkway provides access to Discovery Ridge. JAt the interchange Discovery Parkway is a 64-foot wide concrete pavement (4 travel lanes and a center turn lane). Traffic actuated signals control the intersections of the Highway 63 ramps and Discovery Parkway. The City of Columbia is extending Discovery Parkway northeast from Discovery Drive as a 4-lane divided road with a 16-foot center median.

Discovery Drive provides direct access to the tracts of Discovery Ridge. The pavement is a 44-foot wide concrete with sidewalks to the north and a 24-foot asphalt to the south.

The asphalt will be upgrades to concrete paving when Lots 9 and 12 develop.

The north end of Discovery Drive flows into Lenior Drive (Highway 63 frontage road).

This 22-foot wide asphalt and concrete pavement extends northerly to New Haven Road (next interchange from Highway 63). The condition of all roadways is excellent. There is no scheduled maintenance or capacity improvements.

4.1.2 Permitting and access:

Highway 63 and Discovery Parkway from Highway 63 to Discovery Drive is controlled by MoDOT and access is limited Discovery Drive and Lenoir Street are controlled by the City of Columbia.

Access is unlimited. Permitting is by:

City of Columbia Department of Public Works - Engineering Division 701 East Broadway Columbia, MO 65201 Phone:

573-874-7250

CERTIFIED SITE INFORMATION: DISCOVERY RIDGE SECTION 4.3 SECTION 4.3.2 Airport Access: Columbia Regional Airport Runway 2 VFR and IFR night operations MALSR: 1,400 foot medium intensity approach lighting system with runway alignment indicator lights Precision marking Instrument Approach: ILS OR LOC/DME, RNAV (GPS)

FAR Part 139 Certification Runway 20 VFR and IFR night operations ODALS: Omnidirectional approach lighting 4-box VASI Precision marking Instrument Approach: LOC/DME BC, VOR/DME, RNAV (GPS), VOR FAR Part 139 Certification Runway 13 VFR and IFR night operations 2-box VASI REIL: Runway end identifier lights Non-Precision marking Instrument Approach: RNAV (GPS), VOR FAR Part 139 Certification Runway 31 VFR and IFR night operations 2-box VASI REIL: Runway end identifier lights Non-Precision marking Instrument Approach: RNAV (GPS)

FAR Part 139 Certification Columbia Regional Airport is 7.5 miles to the property.

The primary runway at Columbia Regional Airport is 6,500 feet long and has a weight bearing capacity of 215,000 lbs dual tandem weight. The crosswind runway is 4,400 feet long and has a weight bearing capacity of 20,000 lbs.

The Columbia Regional Airport has night landing capacity.

Central Missouri Aviation provides Jet-A and Avgas (100LL) fuel Closest International Airports:

Lambert International Airport: Lambert International Airport is located approximately 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months east of the subject site. The 12R130L runway is 11,019 feet long. Night landing is available.

Kansas City International Airport: Kansas City International Airport is located approximately 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months west of the subject site. The primary runway is 10,801 feet long. Night landing, Beacon 24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months is available. 100OLL Jet a fuel is used at KCI airport.

SECTION 4.6 City of Columbia Fire Department Chuck Witt, Deputy Fire Chief 201 Orr St Columbia, MO 65201 Phone: 573-874-7391 City of Columbia - ISO Class 3 Fire Station 8 - located at 2301 E. Nifong Blvd.

Quint 8 - Fire Truck Sutphen 75' Mini Tower Manufacture Date of 11/01 500 Gallon Water Tank Hale Fire Pump rated at 1758 gpm Generator Specialty Equipment at Location includes the following:

Air Truck International Air and Light Chasis Precision Fire Apparatus Box Manufacture Date of 06/0 8 Scott Air Breathing Compressor 15 horse power 22.5 Cubic Feet per Minute Revolve Air SCBA Fill Station Seirra Precision Air Amplifier This is apparatus is used to refill SCBA bottles at a fire and provide lighting at an incident.

Technical Rescue Trailer Cherokee Cargo Trailer 8' x 20' with side entry and pull down rear door The trailer is used on specialty type of incident, such as building collapse, high angle rescues and trench rescues.

Hazardous Materials Decon Trailer Bio Tech Systems Model 610 6' x 10' Manufacture Date of 9/01 This trailer is used on any incident that larger number of people needed to be deconed.

Submitted by Darrin W. Arends, Division Chief Columbia Fire Department dwa@gocolumbiamo.com SECTION 5.1 Columbia's full-service post office with a level 20 classification is located at 511 E Walnut and is 5.9 miles from site.

SECTION 5.2 Freight Service and Distance to Property A&S Transport: 12.9 miles to property ABF Freight System Inc: 9.4 miles to property Central Freight Lines: 10.2 miles to property Consolidated Freight: 8.4 miles to property Con-Way Freight: 9.6 miles to property Dayton Freight: 7.2 miles to property Direct Freight Services: 7.6 miles to property Estes Express Lines: 10.2 miles to property FedEx: 8.6 miles to property Linn Star Transfer: 6.2 miles to property Old Dominion: 4.7 miles to property Overnite Transportation Company: 7.2 miles to property Professional Transportation: 9.5 miles to property Roadway Express: 9.4 miles to property UPS: 7.3 miles to property USF Dugan Incorporated: 9.2 miles to property Yellow Freight System Inc: 15.3 miles to property Yrc: 10.3 miles to property

SECTION 5.3 SECTIN 5.3 Emergency Medical Response SECTION 5.3.1 Boone Hospital Center, located at 1600 E Broadway, is a 388 bed full service hospital with 24-hour emergency center with hospital based ambulance service and a helipad for incoming emergency air transportation. This hospital is approximately 5.0 miles from the property in question. Contact Name: Julie Miller, Director - Boone Hospital Emergency/Surgical Services University Hospital, located at 1 Hospital Dr, is a 274 bed hospital with a full service 24 hr emergency center, with a hospital based ambulance service; hospital based helicopter service, and is a level one trauma center. The University Hospital also houses a burn and wound center. This hospital is approximately 4.8 miles from the property in question. Contact Name:

Brenda Jensen, Manager University Hospital Emergency Center, Dialysis Transplant and IV Access Nursing University of Missouri Women's and Children's Hospital, located at 404 Keene Street, is Missouri's only hospital offering the most comprehensive care for women and the only hospital facility dedicated completely to children. MU Children's Hospital has 100 percent private patient rooms - 27 pediatric and 16 adolescent - and child-focused amenities, including a playroom and a game room. A new pediatric intensive care unit (PICU) provides state-of-the-art critical care with 13 patient rooms while the 38-bed neonatal intensive care unit (NICU) provides care for the tiniest Missourians. As the new home of Children's Hospital, Women's and Children's Hospital offers more than 30 pediatric specialties to take the best care of our Missouri kids. Contact Name: Bill Cotton, Manager, Emergency Center, Women's and Children's Hospital SECTION 5.3.4 Both Boone Hospital Center and University Hospital provide public ambulance services.

Zim Schwartze, Director Office of Emergency Management Public Safety Joint Communications 17 N. 7th Street, Suite A Columbia, Missouri, 65201 573-874-7400 Public Safety Joint Communications is the public safety answering point for Columbia and all of Boone County. We provide Enhanced 911 wireline and Phase II capable wireless services to anyone within our jurisdiction. We are also the dispatch agency for police, fire and EMS within the application area.

SECTION 5.6 SECTION 5.8.1 SECTION 5.9 The Columbia Police Department (CPD) is located 5.9 miles from the site.

The CPD employs 160 sworn officers. There are 124 patrol offifcers, which calculate to 815 citizens per officer. Given the 63 square miles of the City of Columbia, this translates to 1.96 patrol officers per square mile.

When the exact number of acres to be certified is determined, I will update LocationOne and send you a site sheet for the application.

In an effort to attract life sciences, related high tech companies or other basic companies, Boone County has adopted a Chapter 100 Policy. Qualified companies would bring or retain significant new capital investment and/or create high tech, high skilled, high paying employment opportunities in the County of Boone. Policy and Application attached.

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1,306,914.21 SF Lot 5 11.76 AC.

512,395.66 SF 0

ka 0.

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'S ABC Lobs Lot 1 Radii Lot 3 0

Lot B 18.77 AC.

817,209.78 SF WAW r - 40@

Existing Existing Existing Existing Existing Existing Electric Telecom Water Sanitary Sewer Storm Sewer Gas Lot 12 44.39 AC.

1,933,628.40 SF nllll University of Missouri -

Columbia

4.7 Utilities 4.7.2. ElectricBoone Electric Cooperative 1413 Rangeline Road Columbia, MO 65201

Contact:

Ryan Euliss - 573-449-4181 Electric is 3-Phase Underground 4.7.2 Natural Gas Ameren UE 310 East Walnut Street Columbia, MO 65201

Contact:

Gary Baumgartner - 573-499-1843 Natural gas is a 6" PE line at 50-psi.

4.7.3 Water Consolidated Public Water Supply District No. 1 1500 N. Seventh Street Columbia, MO 65201

Contact:

Chad Henry - 573-449-0324 Water is 12" C900 PVC: Available capacity is 2.664mgd (1,850gpm); Excess capacity is 0.264mgd (183gpm) - includes reserving 1,500gpm for fire protection.

System upgrade is planned to provide elevated storage for the fire flow demand increasing available capacity by 1,500-gpm when demand requires.

4.7.4 Phone / Fiber Optic University of Missouri - Telecommunications 4 Telecommunications Building Columbia, MO 65211

Contact:

Mike Anderson - 573-884-6703 Fiber Optic telecommunications is available through a 6-conduit duct bank in the park. Capacity is virtually unlimited.

4.7.5 Solid Waste City of Columbia - Department of Public Works 710 East Broadway Columbia, MO 65201

Contact:

Richard Wieman - 573-874-7250 4.7.6 Sanitary Sewer City of Columbia - Department of Public Works 710 East Broadway Columbia, MO 65201

Contact:

Steve Hunt, P.E. - 573-874-7250 Sanitary sewer is 8" gravity: Minimum available capacity is 0.494mgd 4.7.7 Storm Sewer City of Columbia - Department of Public Works 710 East Broadway Columbia, MO 65201

Contact:

David Nichols, P.E. - 573-874-7250 (Public Streets)

Greg Williams - 573-882-6756 (University property)

An inlet and piping drainage system, designed to carry a 25-year, 24-hour design flow in accordance with University design standards, serves the park. Storm sewerage drains to constructed Greenway and natural drainageways. There are no capacity restrictions.

4.7.8 Storm Sewer - Water Quality University of Missouri Research Parks 309 University Hall Columbia, MO 65211

Contact:

Greg Williams - 573-882-6756 Storm sewerage quality capacity is available for Lot 2 in the Greenway.

Detention capacity is available for Lots 2 and 5 in the Greenway. Other lots are required to provide on site improvements in accordance with the park covenants.

F'CITY OF COLUMBIA, MlssouRI D*A~r~iEr OF PLANNING AND DEVELOPMENT April 8, 2011 Bernie Andrews Regional Economic Development Inc. (REDI) 302 Campusview Drive, Suite 208 Columbia, MO 65201 RE:

Discovery Ridge Phases IA and 11B Mr. Andrews, The approximately 122-acre University Research Park development known as Discovery Ridge is part of a future "Employment" district on the City of Columbia Metro 2020 Land Use Plan, adopted in 2001 and still the City's official comprehensive plan.

"Employment Districts" are defined as "locations for basic employment uses, including offices, corporate headquarters, manufacturing, warehouses, and research parks..." and make allowances for "supporting uses such as multi-family residential, convenience retail, day care facilities, and restaurants."

The continued marketing of Discovery Ridge for science and technology business, research and development purposes is consistent with the City of Columbia's comprehensive plan, known as Columbia Metro 2020... A planning guide to Columbia's fu~ture. Promotion of Discovery Ridge is consistent with the City of Columbia's economic development strategy as recommended in the community visioning effort Imagine Columbia "s Future. The property is fully entitled to develop as a University Research Park under state statute and the Board of Curators has approved a master plan. A full interchange and fr'ontage road network already exists at US 63 and Discovery Parkway with plans for future connection to the east Columbia roadway network.

A copy of the City's Future Land Use Plan is attached for reference. Please contact me if you need additional information.

Timothy Teddy Planning and Development Director enc 701 E. BROADWAY

P.O. Box 6015

COLtnmiI, Missoum 65205 (573) 874-7239 ° FAX (573) 874-7546 ° TTY (573) 874-6364 WWW. Go COLUMrnA1VO.coM

Metro 2020 Legend

-Metro MnigArea Land Use Plan 6

Opm n Spc/Genbl

U/

~

t rCITY OF COLUMBIA, MISSOURI OFFICE OF MAYOR AND COUNCIL BOB MCDAVID, MAYOR March 11I, 2011 Missouri Department of Economic Development Certified Site Program Application P.O. Box 118 Jefferson City, MO 65101 Attention: Missouri Certified Site Technical Review Team As Mayor of Columbia, I am pleased to support the Missouri Certified Sites application for Discovery Ridge Research Park. The City of Columbia and Regional Economic Development, Inc. are strong supporters of the concept of shovel-ready sites, and Columbia is proud to have the Ewing and the Sutter Sites both recognized as Certified Sites by the Missou~ri Department of Economic Development.

There are no foreseeable obstacles in place that would -prevent further development of Discovery Ridge.-

The proposed use of the site fits in with the City of Columbia Metro 2020 Land Use plan, which is the current official land use plan of the city. The City of Columbia has worked hard to strengthen economic development relationships with the University of Missouri, and attract and create business opportunities based around the research strengths of the university. Discovery Ridge is a perfect location for research and technology related businesses that want a location in close proximity to the University of Missouri campus, and the ability to collaborate with faculty and students.

Columbia is a community that supports industrial development and new employment for our residents.

By pre-selecting competitive sites and being prepared for employe¢r placement, we believe it is the right things for citizens or our community. We remain committed to quality economic development in the city of Columbia and pride ourselves on being forward thinking.

We are please to support the application of Discovery Ridge Research Park for the Missouri Certified Sites review team.

Bob McDaviS* d*

Mayor 701 E. BROADWAY

P.O. Box 6015

COLUMBIA, Missoumi 65205-6015 (573) 874-7222

FAX ('573) 442-8828

www.GoCoLUMBAMo.coM

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Name of Architet and/or (t~a Address City St~e Zip Tel1ephone Number DESCRIPTION OF ESTIMATED PROJECT COSTS kI*sitian cf FEdtir Renvaticn Costs Machinery and Ekquipment K tueand Fitue m

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as a rmi]t of pnject Averac~ hourly a Nu.mber of part-tine e~dn+/- jdzs retairm as a zasilt of pnjec Average hourly wage

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Sabrit, with *plicstikn, fi-a statements for the las thr esrs (audited, plus tIe n~st rect 10-K 10-Q and 8-K, if any.

Teundersigred hereby rzesremits a-id

tfi that to his c: 1er lk kt Ia a-rd 1basif, this *ptitio cut ain ro infcmtintk ar d~a that is false cr irrrrrzt adl tIst it is truly Ces22~tive ci t1e r*~t

hichi is irtas s cuxity ftr ay' r!a~i frmirg.

pl(ts signature an *qplicaticn g.xat that applicant agee to a-krrwlech~ and amnply with all current zcnin andi *Iep-man recltias and pLse.

Company or Firm Name Representative Name Of,a* Tfe Date Affix applicat s official s~l bekw:

Mail ar fax ccnrpleted aplicaticn to Hegicnal Ecxxomic Develcpr~i, Inc.

302 Cmrpusview Drive, Suite 208 Columrbia, M4) 65201 phone: 573.442.8303

fax: 573.443.8834 w w w. olumbiaredi,.cxx k*plicaticrs trust includ~e all requsteidzam*s and $1000 a~plicaticn fee. Nake d-ezk payable to RED.

Failure to ptt~~ice requeted &xuirentB a-r $1000.*pL tkin fee ix.akt apiliCution.

I

1. t

~tnc I*e site

2.

r~i ct 1*

Est ate Przoect Ino*ris

3. DEscri__an ct Prnet F*i~

ari Artiipated Dereciaticn Sc+/-wiffe

4. Completing camnriaty/State IrrOffve

5. other QenrLmity Iiia* Ina~mati

APPENDIX A FIELD EXPLORATION

N r

I.

A JN*K EHI.

Fill~

O@105094.1 SMAP

)/17/"fll I irerraifcani Consulting Engineers & Scientists 2601 M*wCI.l &ult A Cdiamim m w

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iW SITE LOCATION MAP DISCOVERY RIDGE CERTIFIED SITE PROGRAM LOTS 2, 5, 6, 7,8, 9,10, 11, 12, 13, 14, 15, 16, 17 & 18 COLUMBIA, MSOR jExhbit A-I P 0S732214 2677 P 1$711114 27f14 a h ii

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GRAPHIC 09105094.1

/1/21 "irerracon Consutting Engineers & Scientists 3101 I~w~ot

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DISCOVERY RIDGE CERTIFIED SITE PROGRAM LOTS 2, 5,6, 7, 8,9, 10, 11, 12, 13, 14, 15, 18, 17 & 18 COL.UMBIA, MISSOURI II A-2 P tltT*1A214*77 Ff57fl214 2714 U.

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a-7"1* 1 Ferracon onsulting Engineers & Scientists 2601 Mcjw.Co.aI, SubA CrAawSle kSinz~ 6&262II GEOLOGIC MAP II Exhibit II DISCOVERY RIDGE CERTIFIED SITE PROGRAM LOTS 2, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17 & 18 COLUMIA, MISSUI A-3 P 1572121 2677 F 157I2 214 2714 I I.

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09105094.1 PU. Maim:

09105094.1 SPLAN Da1t7.1 jirerraCan Consulting Engineers & Scientists BORING LOCATION PLAN Exhibit DISCOVERY RIDGE CERTIFIED SITE PROGRAM LOTS 2, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17 & 18 COLUMBIA, MISSOURI A-4 P15711 214 2677 F [571] 2142714 Ih~~IU II II~

BORING LOG NO. B-I Page 1 of 1 CLIENT ENGINEER Trabue Hansen & Hlnshaw, Inc.

Trabue Hansen & Hlnshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri Discovery Ridge - Certified Site Program Boring Location: Lot 16 SAMPLES TESTS a-d DESCRIPTION W

n Approximate Surface Elevation:

835 ft

, 0)

)

LEAN O FA CLA: brwn and gray, stiff

--reddish brown, trace gray PA 8

R27 I-A FAT CLAY: light gray with reddish brown, trace black, trace sand and gravel, possible cobbles, very stiff (Glacial Drift) reddish brown, trace gray and black

_.,CLiST2 93 4500*

CL ST 24-2 105 6000*

-,CH 2580 PA

-- CH 3ST 24-2 102'6000*

CH4ST 2 297 6500*

1 --

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18 7000*

43, 15, 28 9n1 RI*

.yv 0*

0 BOTTOM OF BORING AT 20 FEET n

i 1

m a -

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I The str'atification lines represent the approximate boundary lines

Calibrated Hand Penetrometer Sbetween soil and rock types: in-situ, the transition may be gradual.

CME 140H SPT automatic hammer 0 WATE LEVEL OBSERVATIONS,. ft BORING STARTED 1-81 WL I'-None WS I: None AB BORING COMPLETED 12-28-10 WLRIG 550X IFOREMAN SB W~-

Exhibit A-5 r_______________n IAPPROVED JMKI JOB #

09105094

BORING LOG NO. B-2 Pagel1ofi1 CLIENT ENGINEER Trabue Hansen & Hinshaw, Inc.

Trabue Hansen & Hinshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri__

Discovery Ridge - Certified Site Program Boring Location: Lot 5 SAMPLES__

___TESTS

~~~DESCRIPTION

=

0Approximate Surface Elevation:

840 ff

o.

~

LEAN TO FAT CLAY: gray with brown, very stiff PA 8

832 A

FAT CLAY: reddish brown with light gray, trace sand and gravel, possible cobbles, hard (Glacial Drift)

_CL 1

ST 24 17 98 7000*

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_ CL 2

ST 16 17 110 7000*

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109 9000*

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RI G 55XFOREMAN SB Exhibit A-6

______________APPROVED JMK JOB #

09105094*

BORING LOG NO. B-3 Page 1 of I CLIENT ENGINEER Trabue Hansen & Hlnshaw, Inc.

Trabue Hansen & Hlnshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri scovery Rde-Certified Site Program Boring Location: Lot 2 SAMPLES

___TESTS DESCRIPTION Approximate SurfaceElevation:

805JI ft S bron raesnd and gravel, very stiff PA AIV)

I -

'-"a LEAN TO FAT CLAY: brown with gray, very stiff

- light gray, with silt

--CH

... CL 3 S 21 1

00 OCH CLk T2 1

1 50

_CH 41, 16, 25 12 793 LEAN TO FAT CLAY: reddish brown and gray, trace sand and gravel, possible cobbles, very stiff (Glacial Drift) sandy 7R*

C C

BOTTOM OF BORING AT 20 FEET The straiication fines repreent tte approximate boundary lines

Calibratd Hand Penietrometer zbetween soil and rodk types: in-situ, the transition may be gradual.

CME 140H SPT automatic hammer iy WATER onLEVEL OBSERVATIONS, ftW Nn BORING o

nSTARTED 12-28-10 SWL i* Noe W

Ioe A

BORING COMPEED 1-81 SExhibit A-7 APPROVED JMK JOB#

09105094

BORING LOG NO. B-4 Page 1 of I CLIENT ENGINEER Trabue Hansen & Hinshaw, Inc.

Trabue Hansen & Hinshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri

___Discovery Ridge - Certified Sit. Program Boring Location: Lot 8 SAMPLES

___TESTS

-J Approximate Surface Elevation:

800 ft W

ci D,

FILl_: lean clay and lean to fat clay, brown, trace gray and reddish brown, trace sand and gravel, very stiff to hard 788 PA

_ 1 ST 24 1

100 8000*

__ 2 ST 10 17 111 9000*

8900 PA 3

ST 24 21 102 8000*

5740 10- -

~

CL 4

ST 12 18 110 6000*

-CH

_CL5 ST 23 21108 6500*

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12 LEAN TO FAT CLAY: brown and light gray, trace reddish brown, trace sand and gravel, possible cobbles, very stiff (Glacial Drift) 9(1 7Rfl BOTTOM OF BORING AT 20 FEET I I

~~~I a

a 0~The stratification lines represent the approximate boundary lines

Calibrated Hand Penetrmreter z

between soil and rock types: in-situ, the transition may be gradual.

- CME 140H SPT automatic hammer SWATER LEVEL OBSERVATIONS, ft BORING STARTED 12-28-10 SWL *None WS 'None AB 1* r a

BORING COMPLETED 12-28-10 IIWLIICI-U I G 55XFOREMAN SB Exhibit A-8

_____________APPROVED JMK JOB #

09105094

BORING LOG NO. B-5 Page 1 of I CLIENT ENGINEER Trabue Hansen & Hinshaw, Inc.

Trabue Hansen & Hinshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri Discovery Ridge - Certified Site Proglram Boring Location: Between Lot 14 & Lot 15 SAMPLES

~

TESTS 0Approximate Surface Elevation:

805 ft o

i 4" TOPSOIL:

LEAN CLAY: brown, trace gray, stiff PA Rt't*

~FAT CLAY: gray with red, stiff 8

797

~FAT CLAY: reddish brown and light gray, trace sand and gravel, possible cobbles, very stiff (Glacial Drift) 12 793 SANDY LEAN TO FAT CLAY: reddish brown and light gray, trace gravel, possible cobbles, stiff (Glacial Drift) 17__

788 FAT CLAY: reddish brown and light gray, trace sand and gravel, possible cobbles, very stiff (Glacial Drift) 20 785

_ CL 1 ST 16 24 98 4000*

_CH 2ST 1231 91 4000*

PA

_C 3p ST 21 16 119 7000*

L 4

S 1

21 4000*

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_ CH 5

SS 13 19 18 7500*

31, 21, 10 I-0 I

BOTTOM OF BORING AT 20 FEET The tratfitt~online rereset th aproxiate ounary ines*Caibrate Han Peeroe Thetwe straificatindne rctpresen-stu the aproiateitboundmary liesgul

CaMbaE 14Han SPenaetometchrnn SbetwEen soil L

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, WL = 6.

WS Y 12 AB_______ff BORING COMPLETED 12-28-10 UzWL~

I1* I

((d L-U H I

550X1 FOREMAN SB Exhibit A-9 APPROVEDJMK__OB___09105094

BORING LOG NO. B-6 Page 1 of I CLIENT ENGINEER Trabue Hansen & Hinshaw, Inc.

Trabue Hansen & Hinshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri Discovery Ridge - Certified Site Program Boring Location: Lot 10 SAMPLES__

___TESTS Appoxiat Sufae Eevtio:

80 t d

LEAN TO FAT CLAY: light gray and reddish brown, very stiff PA 3

777 FAT CLAY: reddish brown and light gray, trace sand and gravel, possible cobbles, trace slickensides, very stiff (Glacial Drift) shaley texture

_CL 1 ST 22 21 109 6000*

_CH

_CH 2

ST 24 22 106 5000*

PA CH3S 4211 00

_CH 4 SS 11421 17 8000*

17 763 189 LIMESTONE***: weathered76.

SPITSPO.SMPE REFSA AT.

I-C 18.9 FEET

- - Classifications and stratigraphic boundaries estimated from disturbed samples. Core samples and petrographic analysis may reveal other rock types and stratigraphic classifications.

SThe stratification lines represent the approximate boundary lines

aflbrate Hand Penetrometer 0z between soil and rock types: in-situ, the transition may be gradual.

CME 140H SPT automatic hammer i

WATER LEVEL OBSERVATIONS, ft BORING STARTED 12-28-10 i WL *-None WS "Y 18.5 AB I r..,,,=..

BORING COMPLETED 12-28-10 WL j *II*I0IIIla l g RIG 550x FOREMAN SB iExhibit A-i10 APPROVED JMK JOB,#

09105094*

BORING LOG NO. B-7 Page 1 of 1 CLIENT ENGINEER Trabue Hansen & Hinshaw, Inc.

Trabue Hansen & Hinshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri Discovery Rde -Certified Site Program Boring Location: Between Lot 12 & Lot 13 SAMPLES__

___TESTS oo "JApproximate Surface Elevation:

79 ft 0

i 3,.3

,4" TOPSOIL:

LEA TO FAT CLAy: brown, trace light gray, with silt, stiff to very stiff PA

_CL 1

T2 9

106 7000*

_CH

_CL 2

T1 7

110 5000*

-CH 2510

_CH 3

T2 2

107 6500*

8 782 FAT CLAY: light gray with reddish brown, trace sand and gravel, possible cobbles, very stiff (Glacial Drift) 1*.5 777.5 13,LIMETONE**:weathered

..__zzz AUGER REFUSAL AT 13 FEET

- - Classifications and stratigraphic boundaries estimated from disturbed samples. Core samples and petrographic analysis may reveal other rock types and stratigraphic classifications.

4 SS 0

150/0" I-I I

i I

i Testratification fines represent th approximate boundary lines

Calibrated Hand Penetrometer

tensoil and roktypes: in-situ, the transtion may begradual.

CM 14HSTatmich me SWL j4 None WS 4 None AB IBORING COMPEED 1-81 Exibt -I

_rr________n_____APPROVED JMK JOB'# 09105094

BORING LOG NO. B-Page lotof CLIENT ENGINEER Trabue Hansen & Hinshaw, Inc.

Trabue Hansen & Hinshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri Discovery Rig etfe iePoram Boring Location: Between Lot 17 & Lot 18 SAPE___

__TESTS DESCRIPTION Approximate Surface Elevation:

815 ft a

in~

~

LEANTO AT LAY brwn ndray

'-*4i6" TOPSOIL:

PA trace reddish brown, trace root hairs, stiff light gray and reddish brown, with silt 8

807 A

FAT CLAY: light gray and reddish brown, trace black, trace sand and gravel, possible cobbles, stiff to very stiff (Glacial Drift) 9n

-.CH SCH 33 5 CH 3S 4

2 0

00

-2880

CH 4

S1 5

1 00 "5500*

71R I-l

v0v CN BOTTOM OF BORING AT 20 FEET "I

I I

I IU SThe stratification lines represent the approximate boundary lines

Calibrated Hand Penetrometer Sbetween soil and rock types: in-situ, the transition may be gradual.

- CME 140H SPT automatic hammer

,AERWLEVLOBSERVATIONS,"

ft r a c n BORN STARTED 2-14-1 SWL I' None WS [I-None AB

, BORING COMPLETED 2-14-11 WL I IIIhG 550X FOREMAN BW Exhibit A-12

______________APPROVED JMK JOB #

09105094j

BORING LOG NO. B-9 Page 1 of I CLIENT ENGINEER Trabue Hansen & Hinshaw, Inc.

Trabue Hansen & Hinshaw, Inc.

SITE Discovery Ridge PROJECT Columbia, Missouri Discovery Ridge - Certified Site Program Boring Location: Between Lot 6 & Lot 7 V~

__TSS____

~~~DESCRIPTION cApproximate Surface Elevation:

800ftf

=

02"-'\\2" TOPSOIL:

(79~8 PA j

LEAN TO FAT CLAY: dark brown with gray, with silt, stiff R

g2-FAT CLAY: light gray and brown, with sand, trace gravel, possible cobbles, very stiff (Glacial Drift) gray and reddish brown reddish brown, trace gray

_ CL ST 14

-20 105 4000*

_CH

_iCL2 S

-0 24 96 3000*

-CH 2050

-PA

_CH 3' T24 19 1126000*

6020 10--

_CH 4

SS 18 22 19 8000*

_ CH 5

SS 13 28 20 7500*

44, 21,23 9n 7RfN I

V4 V V I-.

I:

BO'I-OM OF BORING AT 20 FEET The staiicto lines represent the approximate boundary lines

Calibrated Hand Penetrorneter Sbetween soil and rock types: in-situ, the transition may be gradual.

CME 140H SPT automnati hammer WATER LEVEL OBSERVATIONS, ft BORING STARTED 2-14-11

= WL *- None WS

None AB rolr

_=m..

BORING COMPLETED 2-14-11 Exhibit A-13 APRVD JM O

0159

Preliminary Geotechnical Engineering Report lr Discovery Ridge - Certified Site Program ra a Lots 2, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17 and 18

Columbia, Missouri February 17, 2011 u Terracon Project No. 09105094.1.1 Field Exploration Description The proposed boring locations were laid out in the field by a Terracon engineer using a scaled site plan provided by the client and measuring from existing site features.

The ground surface elevations at the boring locations were interpolated from a topographic map provided by the client. The elevations included on the boring logs are approximate and have been rounded to the nearest 5-foot. The locations and elevations of the borings should be considered accurate only to the degree implied by the means and methods used to define them.

The borings were drilled with an ATV-mounted rotary drill rig using continuous flight solid-stem augers to advance the boreholes. Samples of the soil encountered in the borings were obtained using the split-barrel and thin-walled tube sampling procedures.

In the split-barrel sampling procedure, the number of blows required to advance a standard 2-inch O.D. split-barrel sampler the last 12 inches of the typical total 18-inch penetration by means of a 140-pound hammer with a free fall of 30 inches, is the standard penetration resistance value (SPT-N). This value is used to estimate the in-situ relative density of cohesionless soils and consistency of cohesive soils.

A CME automatic SPT hammer was used to advance the split-barrel sampler in the borings performed on this site. A significantly greater efficiency is achieved with the automatic hammer compared to the conventional safety hammer operated with a cathead and rope. This higher efficiency has an appreciable effect on the SPT-N value. The effect of the automatic hammer's efficiency has been considered in the interpretation and analysis of the subsurface information for this report.

In the thin-walled tube sampling procedure, a thin-walled, seamless steel tube with a sharp cutting edge is pushed hydraulically in to the soil to obtain a relatively undisturbed sample. The samples were tagged for identification, sealed to reduce moisture loss, and taken to our laboratory for further examination, testing, and classification. Information provided on the boring logs attached to this report includes soil descriptions, consistency evaluations, boring depths, sampling intervals, and groundwater conditions. The borings were backfllled with auger cuttings prior to the drill crew leaving the site.

A field log of each boring was prepared by the drill crew. These logs included visual classifications of the materials encountered during drilling as well as the driller's interpretation of the subsurface conditions between samples. Final boring logs included with this report represent the engineer's interpretation of the field logs and include modifications based on laboratory observation and tests of the samples.

Reliable

Responsive u Convenient.* Innovative EhbtA1 Exhibit A-14

APPENDIX B LABORATORY TESTING

Preliminar Geotechnical Engineerin Re.port1r Discovery Ridge - Certified Site Programrr c

n Lots 2,5, 6, 7,8, 9, 10, 11, 12, 13, 14, 15, 16, 17 and 18

Columbia, Missouri February 17, 2011. Terracon Project No. 09105094.1.1 Laboratory Testing Soil samples were tested in the laboratory to measure their dry unit weight and natural water content. Unconfined compression tests were performed on selected samples and a calibrated hand penetrometer was used to estimate the approximate unconfined compressive strength of some samples.

The calibrated hand penetrometer has been correlated with unconfined compression tests and provides a better estimate of soil consistency than visual examination alone. The test results are provided on the boring logs included in Appendix A.

Descriptive classifications of the soils indicated on the boring logs are in accordance with the enclosed General Notes and the Unified Soil Classification System. Also shown are estimated Unified Soil Classification Symbols. A brief description of this classification system is attached to this report.

All classification was by visual manual procedures.

Selected samples were further classified using the results of Atterberg limit testing. The Atterberg limit test results are also provided on the boring logs.

Reliable u Responsive

Convenient u InnovativeExitBI Exhibit B-1

APPENDIX C SUPPORTING DOCUMENTS

GENERAL NOTES DRILLING & SAMPLING SYMBOLS:

SS:

Split Spoon 3/s" I.D., 2" O.D., unless otherwise noted ST:

Thin-Walled Tube - 2" O.D., 3" O.D., unless otherwise noted RS:

Ring Sampler - 2.42" I.D., 3" O.D., unless otherwise noted DB:

Diamond Bit Coring - 4", N, B BS:

Bulk Sample or Auger Sample HS:

Hollow Stem Auger PA:

Power Auger (Solid Stem)

HA:

Hand Auger RB:

Rock Bit WB Wash Boring or Mud Rotary The number of blows required to advance a standard 2-inch O.D. split-spoon sampler (SS) the last 12 inches of the total 18-inch penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration" or "N-value".

WATER LEVEL MEASUREMENT SYMBOLS:

WL:

Water Level WS:

While Sampling WCI:

Wet Cave in WD:

While Drilling DCI:

Dry Cave in AB:

After Boring BCR:

ACR:

N/E:

Before Casing Removal After Casing Removal Not Encountered Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations.

DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as dlays if they are plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency.

CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE-GRAINED SOILS Unconfined Compresslve Strength, Qu. Dsf

< 500 500 -1,000 1,000 -2,000 2,000 -4,000 4,000 - 8,000 8,000+

Standard Penetration or N-value (SS)

Blows/Ft.

0-1 2-4 4-8 8-15 15 - 30

> 30 Consistency Very Soft Soft Medium Stiff Stiff Very Stiff Hard Standard Penetration or N-value (SS)

Blows/Ft.

0-3 4-9 10- 29 30 -50

> 50 Relative Density Very Loose Loose Medium Dense Dense Very Dense RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY DescriDtive Term(s) of other constituents Trace With Modifier Percent of Dry Weight

<15 15 -29

> 30 Maior Component of Sample Boulders Cobbles Gravel Sand Silt or Clay Particle Size Over 12 in. (300mm) 12 in. to 3 in. (300mm to 75mm) 3 in. to #4 sieve (75mm to 4.75mm)

4 to #200 sieve (4.75 to 0.075mm)

Passing #200 Sieve (0.075mm)

RELATIVE PROPORTIONS OF FINES DescdDtive Term(s) of other constituents Trace With Modifier Rev. 4/10 Percent of Dry Weight

<5 5-12

> 12 PLASTICITY DESCRIPTION Plasticity Term Index Non-plastic 0

Low Medium High 1-10 11-30

> 30 1 rerracon Exhibit C-1

UNIFIED SOIL CLASSIFICATION SYSTEM Soil Cimfcaln Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" ru Group Name

__________Symbol Gru Gravels:

Clean Gravels:

Cu > 4 and 1 *; Cc *;3 E GW Well-graded gravel

Moreothan 50% of Less than 5% fines c Cu <4 and/orl1 > Cc> 3 E GP Poorly graded gravel F coarse fraction retained Gravels with Fines: