Tazlina FUP & DNR.pdf

Page-1

STATEWIDE MATERIAL SITE INVENTORY

MATERIAL SITE

INSPECTION REPORT

Federal Project No. STP-000S(823)

AKSAS Project No. 76149

TOK CUTOFF HIGHWAY

MS 46-2-023-5

Station Creek Pit No. 1

April 29, 2014

CONTENTS PAGE

COVER SHEET

LOCATION MAP

SITE MAP ........................................................................................................ 3A & 3B

INSPECTION FORM ....................................................................................... 4 thru 10

CATEGORY:

ACTIVE – OPEN

According to information found in the DOT&PF EDMS system in January 2009 and BLM master title plats and case abstracts, this site lies on private land owned by Ahtna, Inc. and Mentasta Incorporated. In 1963, an indefinite right-of-way grant (F-31377) was issued to DOT&PF for this site by BLM. The site was originally designated Mile 86 Pit and B. P. 1.

The land was interim conveyed to Ahtna, Inc. (IC 227/2202-subsurface estate) and Ahtna acting as successor in interest to Mentasta Incorporated (IC 226/2201-surface estate) in 1979. Administration of the site was waived to Ahtna, Inc. in 1986. The interim conveyances were subject to the material site right-of-way.

The site adjoins the north side of the Tok Cutoff Highway right-of-way and there is an existing access road into the site. Another active site, MS 46-2-004-5, lies adjacent to the north boundary of the site. The site appears to contain significant quantities of sand and gravel and should be retained by DOT&PF for future use.

MP 85

MP 86

MP 87

MP 88

MP 89

MP 90

MP 91

MP 92

MP 93

R

E R

E

T14N T13N

TOK CUTOFF HIGHWAY

MS 46-2-023-5

STATION CREEK PIT

NO. 1

STATE OF ALASKA

DEPARTMENT OF TRANSPORTATION

AND PUBLIC FACILITIES

ACTIVE - OPEN

3A

STATE OF ALASKA

DEPARTMENT OF TRANSPORTATION

3B

STATE OF ALASKA

DEPARTMENT OF TRANSPORTATION

MATERIAL SITE INSPECTION FORM

PREPARED BY:

R&M CONSULTANTS, INC. Page 4 MS-46-2-023-5

1. MS_ID

Enter the full material site number e.g.. 31-3-045-2

2. DATE_INSPECT

Date of field inspection

3. FLD INSPEC_ORG

Name of inspector / Organization or Company

4. REGION

5. LOCATION

6. MILEPOST

List the closest main highway milepost

7. NAME

Enter commonly used name (s), e.g. Hess pit, Gobblers Knob, Midway. List all that apply separated by commas.

8. MAINT_DIST/STAT

Highway Maintenance District and Station, for locations not on highways select other.

9. QUAD

U.S.G.S. Quad. Map

10. TOWNSHIP/RANGE T#S R#E & Meridian CRM Section

11. COOR_UTM 12. COOR_STATE_PLANE

ZONE ZONE

NORTHING

UTM WGS84 - Meters

13. BOROUGH/CITY TAX ID NO.

14. DNR_LAND_USE_PLAN

15. CATEGORY (To be filled in the office)

15a. CLASSIFICATION

15b. STATUS

IF OTHER IS SELECTED FOR A SECTION, EXPLAIN IT IN SECTION 44. NOTES.

IF AN ANSWER IS UNKNOWN SELECT "UNKNOWN" OR LEAVE BLANK

7/17/2014

46-2-023-5

TAZLINA

ACTIVE

Station

3,267,445

SLANA

T13N R10E

UNORGANIZED

TOK CUTOFF HIGHWAY

Station Creek Pit No. 1

87.5

District

D-5

Enter Name of Facility or Secondary Route Name (i.e.Kotzebue Airport, Nash Road, etc.)

Name of Highway

NORTHERN

THIS REPORT IS BASED ON A REVIEW OF EXISTING DATA AND BRIEF FIELD INSPECTIONS. THUS THE

DATA CONTAINED HEREIN SHOULD BE CONSIDERED PRELIMINARY AND USED FOR PLANNING

PURPOSES ONLY. USERS OF THIS DATA SHOULD VERIFY THE INFORMATION PRIOR TO USING IT FOR

DESIGN OR CONSTRUCTION PURPOSES.

NEBESNA

EASTING 1,401,705

KYLE THERRIEN/ R&M CONSULTANTS

Alaska State Plane NAD83 - Survey Feet

NORTHING 6,980,667

OPEN

NA

EASTERN TANANA BASIN AREA PLAN

376,514EASTING

PREPARED BY:

R&M CONSULTANTS, INC. Page 5 MS-46-2-023-5

16. POTENTIAL_STATUS

Estimated quantity of material in the site at the time of inspection.

The pit has not been mined/explored (used only for proposed sites).

17. PRESENT_USERS

17a. PRESENT_USER_1

17b. PRESENT_USER_2

17c. PRESENT_USER_3

18. PERMITTED _ACREAGE

Area within site permit or R.O.W. boundaries, from permit application or property plat.

19.

Area within an existing pit, excluding spoil berms lying outside the pit, access roads etc. Explain below.

20. ACREAGE_COMP_METHOD

Method used to determine developed acreage.

21. EST_QUAN_AVAIL

Estimated quantity available (b.c.y.), may be based on acreage computed above plus expansion area.

Explain computation assumptions and calculations below.

Area Acres Est. Depth (ft.)

Factor (b.c.y. / acre-foot) Est. Quant. (c.y.)

The estimate assumes that there is little material remaining in the pit so an average working depth of 5 feet was used with no overburden. For the undeveloped area an average working depth of 12 feet was used with 2 feet of overburden. A 50 foot buffer should be left along the east side against the private property. There was no subsurface data available thus this estimated should be verified.

2.4 Existing Pit

OTHER The site does not fit any of the categories above. Explain in Section 44, Notes.

There appeared to be no useable material in the site.

There appeared to be less than 25,000 c.y. available within the developed site.LIMITED

4.2

SIGNIFICANT

1.8

ROUGH ESTIMATE

Undeveloped Area

9,000

1.8

24,000

DEVELOPED_ACREAGE

There was limited material within the developed site, but there appeared to be significant material outside existing site limits.

The existing pit within the site limits of 670-023-5.

EXPANDABLE

DOT&PF CONSTRUCTION

FROM MAP/PHOTO

NONE

SIGNIFICANT

30,000

DOT&PF MAINTENANCE

There appeared to be greater than 25,000 c.y. available within the developed site.

There may be useable material left in the pit but it is not available.

UNKNOWN

UNDEVELOPED

CLOSED

1,000

PREPARED BY:

R&M CONSULTANTS, INC. Page 6 MS-46-2-023-5

22. ACCESS_TYPE

NONE No access road has been built.

EXISTING ROAD / OPEN Drivable. May have gate.

EXISTING ROAD / REVEG Can be reopened with little effort.

EXISTING ROAD / CLOSED W/BERMS Can be reopened with little effort.

EXISTING ACCESS / REMOVED Can be reopened with much effort.

SNOW ROAD Can only be accessed during winter.

ICE ROAD Requires crossing river or lake ice in the winter.

BARGE Material can only be moved by barge.

OTHER

23. ACCESS_LENGTH

Approx. length from edge of pit to highway/secondary route (ft.)

24. VEGETATION

25. TYPE_1 26. TYPE_2

Dominant type Subordinate type General Types of Materials Available

Bedrock sources requiring blasting Soils or soft bedrock (rippable), above water table Requires production below the water table Sand/gravel bars in active channels

27. OB_CLASS_1 28. OB_CLASS_2

New Site or expansion Area Existing Pit (Spoil) A site may have both. Data should be based on actual subsurface exploration, otherwise unknown.

Estimated average depth over the area.

NONE 3 TO 6 FT. UNKNOWN

<3 FT. >6 FT. OTHER

29. OB_TYPE_1 30. OB_TYPE_2

New Site or expansion Area Existing Pit (Spoil) A site may have both.

SILT PEAT SOLID WASTE OTHER

COLLUVIUM SPOIL UNKNOWN

Enter data in Type_2 only if two types of material site available

During the July, 2014 investigation vegetation surrounding the pit consisted of mature spruce and birch 4 to 18 inches in diameter on 5 to 20 foot centers with heights up to 80 feet. The understory consisted of medium bushes with a groundcover of moss and peat. Vegetation within the pit consisted of a regrowth of alders and cottonwood.

SPOIL

<3 FT.

QUARRY

RIVER BAR

The site does not fit any of the catagories above. Describe in Section 44, Notes.

SILT

BORROW PIT

BORROW PIT

<3 FT.

BAILING

EXISTING ROAD / OPEN

PREPARED BY:

R&M CONSULTANTS, INC. Page 7 MS-46-2-023-5

31. MAT_TYPE_1 32. MAT_TYPE_2

Dominant type Subordinate type

Bedrock sources requiring blasting Bedrock sources requiring ripping Water deposited sand and gravel, includes glaciofluvial Glacial till Talus slopes, etc.

Sand Dunes, etc.

Silt deposits, loess, fluvial, etc.

33. PERMAFROST_1

New Site or Expansion Area

34. PERMAFROST_2

Existing Site

DETECTED IN MOST TEST HOLES

DETECTED IN SOME TEST HOLES

DETECTED IN IMMEDIATE VICINITY

DETECTED IN NO TEST HOLES

DATA OUTDATED

UNKNOWN

OTHER

35. GROUNDWATER

EOLIAN

WEATHER. BEDROCK

UNKNOWN

UNKNOWN

GLACIAL

During the July, 2014 inspection there was no water observed within the material site. The depth to groundwater underlying the pit is unknown.

FLUVIAL

FLUVIAL

BEDROCK

WEATHER. BEDROCK

SILT

COLLUVIAL

PREPARED BY:

R&M CONSULTANTS, INC. Page 8 MS-46-2-023-5

36. LITHOLOGY_1 37. LITHOLOGY_2

Dominant type

IGNEOUS ROCK Undifferentiated Igneous Rocks GRANITIC Granite/Monzonite/Granodiorite DIORITE/GABBRO Diorite/Gabbro BASALT Dark colored fine-grained Igneous Rocks GREENSTONE Altered Volcanic Rocks w/green tint

METAMORPHIC ROCK Undifferentiated Metamorphic Rocks SCHIST/PHYLLITE Includes rocks ranging from slate to schist GNEISS Includes hard schistose rocks

MARBLE

CATACLASTIC Incl. Valdez Formation Rocks, Kenai Penn.

MÉLANGE Incl. McHugh Formation Rocks, Kenai Penn.

SEDIMENTARY ROCK Undifferentiated Sedimentary Rocks

CONGLOMERATE

SANDSTONE Includes greywacke, etc.

SHALE/MUDSTONE

LIMESTONE

FLUVIAL River and stream deposits (floodplain), includes outwash.

ALLUVIAL Alluvial / Debris Fan deposits GLACIOFLUVIAL Eskers, kames, etc.

GLACIAL Till COLLUVIAL Talus, etc.

EOLIAN Sand Dunes, etc.

SILT Loess, fluvial silts, etc.

OTHER Explain in Section 44.

38. MATERIAL_CLASSIFICATION

ASTM Classification, generally they should range from coarse to fine.

38a. GW 38c. 38e. 38g.

38b. GW-GM 38d. 38f. 38h.

FLUVIAL

Subordinate type

SEDIMENTARY ROCK

PREPARED BY:

R&M CONSULTANTS, INC. Page 9 MS-46-2-023-5

39. COBBLES_AND_BOULDERS

Test Boring Callout / ASTM Classification, either a. or b. and c. not both (Can use ranges i.e. 0 to 20)

39a. CONTAINS

39b. Est. % by VOL. (Est. From Visual Observations)

39c. MAX. SIZE (in.) (Observed Size)

40. AGG_TEST_RESULTS

Year of test or report- Test result / Year of test or report- Test Results

40a. SG APP COARSE 40b. SG APP FINE 40c. ABSORPTION CRSE 40d. ABSORPTION FINE 40e. NORDIC ABRASION 40f. L.A. ABRASION 40g. DEGRADATION (T-13) 40h. NASO4 LOSS COARSE 40i. NASO4 LOSS FINE

41. POTENTIAL_USABILITY

Best known potential use of the material, based on records, exploration and laboratory data.

CONCRETE AGGREGATE PRODUCED The site has produced concrete aggregate PAVING AGGREGATE PRODUCED The site has produced paving aggregate CRUSHED PRODUCTS PRODUCED Base, Surface Coarse, Subbase, etc. has been produced.

TYPE A AND B MATERIAL AVAILABLE 0 to 10 percent passing 200 TYPE C AVAILABLE Compactable material TYPE C NOT AVAILABLE Uncompactable material (Lower Kuskokwim and Yukon River, etc.)

UNKNOWN

OTHER Explain in Section 44.

42. SPECIAL_PROBLEMS

Special problems encountered or anticipated with use of the material, based on records, exploration and laboratory data.

ORGANIC CONTENT The material is very difficult to compact.

HIGHLY WEATHERED GRAVEL The gravel is highly weathered and may break down when handled.

BREAKS DOWN UNDER USE Material breaks down on grade.

SENSITIVE TO WATER CONTENT Material is sensitive to water content, i.e.. some glacial tills, soft bedrock.

VARIABLE MATERIAL Deposit contains mixture of suitable and unsuitable material.

POSSIBLE CONTAMINATION Site may be contaminated by petroleum products or hazardous materials.

CONTAINS ASBESTOS Site contains naturally occurring asbestos.

POTENTIAL ASBESTOS Site in area where naturally occurring asbestos is mapped.

ACID ROCK DRAINAGE Site contains rock susceptible to producing acid rock drainage.

OTHER Explain in Section 44, Notes.

TYPES A AND B MATERIAL AVAILABLE

PREPARED BY:

R&M CONSULTANTS, INC. Page 10 MS-46-2-023-5

43. RIPRAP

Class II or larger. Does not include production for erosion control riprap for ditches or culverts.

PREVIOUS PRODUCTION There is a record of production.

POSSIBLE FURTHER INVESTIGATION NEEDED The site is a bedrock quarry containing hard rock NOT POSSIBLE The site has soft rock or soil.

UNKNOWN

OTHER Explain in Section 44, Notes.

44. NOTES

Note number of item being discussed.

NOT POSSIBLE

Page-1

MATERIAL SITE

INSPECTION REPORT

Federal Project No. STP-000S(823)

AKSAS Project No. 76149

TOK CUTOFF HIGHWAY

MS 46-2-004-5

Station Creek Pit No. 2

April 29, 2014

CONTENTS PAGE

COVER SHEET

LOCATION MAP

SITE MAP ........................................................................................................ 3A & 3B

INSPECTION FORM ....................................................................................... 4 thru 10

CATEGORY:

ACTIVE – OPEN

According to information found in the DOT&PF EDMS system in January 2009 and BLM master title plats and case abstracts, this site lies on private land owned by Ahtna, Inc. and Mentasta Incorporated. An indefinite right-of-way grant (F-29821) was issued to DOT&PF by BLM in 1962 for this site in Section 1, T13N, R10E, CRM. The case includes MS 46-2-005-5 in Section 4. The site was originally designated Borrow Pit No.

4 and B. P. 1.

The site was interim conveyed to Ahtna, Inc. (IC 227/2202-subsurface estate) and Ahtna acting as successor of interest to Mentasta Incorporated (IC 226/2201-surface estate) in 1979. The interim conveyances were subject to the material site right-of-way.

Administration of the site was waived to Ahtna, Inc. in 1986.

The site lies north of the Tok Cutoff Highway right-of-way and there is an existing access road into the site. An open site, MS 46-2-023-5, lies between the site and the Tok Cutoff Highway. The site appears to contain significant quantities of sand and gravel and should be retained by DOT&PF for future use.

MS 46-2-004-5

STATION CREEK

PIT NO. 2

MP 85

MP 86

MP 87

MP 88

MP 89

MP 90

MP 91

MP 92

MP 93

R

E R

E

T14N T13N

TOK CUTOFF HIGHWAY

STATE OF ALASKA

DEPARTMENT OF TRANSPORTATION

3A

STATE OF ALASKA

DEPARTMENT OF TRANSPORTATION

3B

STATE OF ALASKA

DEPARTMENT OF TRANSPORTATION

PREPARED BY:

R&M CONSULTANTS, INC. Page 4 MS-46-2-004-5

1. MS_ID

Enter the full material site number e.g.. 31-3-045-2

2. DATE_INSPECT

Date of field inspection

3. FLD INSPEC_ORG

Name of inspector / Organization or Company

4. REGION

5. LOCATION

6. MILEPOST

List the closest main highway milepost

7. NAME

Enter commonly used name (s), e.g. Hess pit, Gobblers Knob, Midway. List all that apply separated by commas.

8. MAINT_DIST/STAT

Highway Maintenance District and Station, for locations not on highways select other.

9. QUAD

U.S.G.S. Quad. Map

10. TOWNSHIP/RANGE T#S R#E & Meridian CRM Section

11. COOR_UTM 12. COOR_STATE_PLANE

ZONE ZONE

NORTHING

UTM WGS84 - Meters

13. BOROUGH/CITY TAX ID NO.

14. DNR_LAND_USE_PLAN

15. CATEGORY (To be filled in the office)

15a. CLASSIFICATION

15b. STATUS

EASTING

6,980,742

OPEN

NA

EASTERN TANANA BASIN AREA PLAN

376,459 Alaska State Plane NAD83 - Survey Feet

NORTHING

THIS REPORT IS BASED ON A REVIEW OF EXISTING DATA AND BRIEF FIELD INSPECTIONS. THUS THE

DATA CONTAINED HEREIN SHOULD BE CONSIDERED PRELIMINARY AND USED FOR PLANNING

PURPOSES ONLY. USERS OF THIS DATA SHOULD VERIFY THE INFORMATION PRIOR TO USING IT FOR

DESIGN OR CONSTRUCTION PURPOSES.

NEBESNA

EASTING 1,401,518

KYLE THERRIEN / R&M CONSULTANTS

NORTHERN

TOK CUTOFF HIGHWAY

Station Creek Pit No. 2

87.5

District

D-5

Enter Name of Facility or Secondary Route Name (i.e.Kotzebue Airport, Nash Road, etc.)

Name of Highway

TAZLINA

ACTIVE

Station

3,267,688

SLANA

T13N R10E

UNORGANIZED

IF OTHER IS SELECTED FOR A SECTION, EXPLAIN IT IN SECTION 44. NOTES.

IF AN ANSWER IS UNKNOWN SELECT "UNKNOWN" OR LEAVE BLANK

7/17/2014

46-2-004-5

PREPARED BY:

R&M CONSULTANTS, INC. Page 5 MS-46-2-004-5

16. POTENTIAL_STATUS

Estimated quantity of material in the site at the time of inspection.

The pit has not been mined/explored (used only for proposed sites).

17. PRESENT_USERS

17a. PRESENT_USER_1

17b. PRESENT_USER_2

17c. PRESENT_USER_3

18. PERMITTED _ACREAGE

Area within site permit or R.O.W. boundaries, from permit application or property plat.

19.

Area within an existing pit, excluding spoil berms lying outside the pit, access roads etc. Explain below.

20. ACREAGE_COMP_METHOD

Method used to determine developed acreage.

21. EST_QUAN_AVAIL

Estimated quantity available (b.c.y.), may be based on acreage computed above plus expansion area.

Explain computation assumptions and calculations below.

Area Acres Est. Depth (ft.)

Factor (b.c.y. / acre-foot) Est. Quant. (c.y.)

UNKNOWN

UNDEVELOPED

CLOSED

1,000

There appeared to be greater than 25,000 c.y. available within the developed site.

There may be useable material left in the pit but it is not available.

SIGNIFICANT

110,000

DOT&PF MAINTENANCE

NONE

DEVELOPED_ACREAGE

There was limited material within the developed site, but there appeared to be significant material outside existing site limits.

Includes the developed area within site limits.

EXPANDABLE

DOT&PF CONSTRUCTION

FROM MAP/PHOTO

7.7

ROUGH ESTIMATE

Undeveloped Area

62,000

49,000

12.7

SIGNIFICANT

LIMITED

OTHER The site does not fit any of the categories above. Explain in Section 44, Notes.

There appeared to be no useable material in the site.

There appeared to be less than 25,000 c.y. available within the developed site.

2.7 Existing Pit

The estimate assumes that there is still material remaining in the pit so an average working depth of 8 feet with no overburden was used. For the undeveloped area an estimated working depth of 20 feet with two feet of overburden was used. Spoil berms may have to be moved and a 50 ft. buffer is provided for around the portion of the sides facing private property. There is no subsurface information for this site and these estimates should be verified prior to future excavation.

PREPARED BY:

R&M CONSULTANTS, INC. Page 6 MS-46-2-004-5

22. ACCESS_TYPE

NONE No access road has been built.

EXISTING ROAD / OPEN Drivable. May have gate.

EXISTING ROAD / REVEG Can be reopened with little effort.

EXISTING ROAD / CLOSED W/BERMS Can be reopened with little effort.

EXISTING ACCESS / REMOVED Can be reopened with much effort.

SNOW ROAD Can only be accessed during winter.

ICE ROAD Requires crossing river or lake ice in the winter.

BARGE Material can only be moved by barge.

OTHER

23. ACCESS_LENGTH

Approx. length from edge of pit to highway/secondary route (ft.)

24. VEGETATION

25. TYPE_1 26. TYPE_2

Dominant type Subordinate type General Types of Materials Available

Bedrock sources requiring blasting Soils or soft bedrock (rippable), above water table Requires production below the water table Sand/gravel bars in active channels

27. OB_CLASS_1 28. OB_CLASS_2

New Site or expansion Area Existing Pit (Spoil) A site may have both. Data should be based on actual subsurface exploration, otherwise unknown.

Estimated average depth over the area.

NONE 3 TO 6 FT. UNKNOWN

<3 FT. >6 FT. OTHER

29. OB_TYPE_1 30. OB_TYPE_2

New Site or expansion Area Existing Pit (Spoil) A site may have both.

SILT PEAT SOLID WASTE OTHER

COLLUVIUM SPOIL UNKNOWN

EXISTING ROAD / OPEN

<3 FT.

BAILING

BORROW PIT

BORROW PIT

QUARRY

RIVER BAR

The site does not fit any of the catagories above. Describe in Section 44, Notes.

SILT

<3 FT.

Enter data in Type_2 only if two types of material site available

During the July, 2014 investigation vegetation surrounding the pit consisted of mature spruce and birch 4 to 18 inches in diameter on 5 to 20 foot centers with heights up to 80 feet. The understory consisted of medium bushes with a groundcover of moss and peat. Vegetation within the pit consisted of a regrowth of alders and cottonwood.

SPOIL

PREPARED BY:

R&M CONSULTANTS, INC. Page 7 MS-46-2-004-5

31. MAT_TYPE_1 32. MAT_TYPE_2

Dominant type Subordinate type

Bedrock sources requiring blasting Bedrock sources requiring ripping Water deposited sand and gravel, includes glaciofluvial Glacial till Talus slopes, etc.

Sand Dunes, etc.

Silt deposits, loess, fluvial, etc.

33. PERMAFROST_1

New Site or Expansion Area

34. PERMAFROST_2

Existing Site

DETECTED IN MOST TEST HOLES

DETECTED IN SOME TEST HOLES

DETECTED IN IMMEDIATE VICINITY

DETECTED IN NO TEST HOLES

DATA OUTDATED

UNKNOWN

OTHER

35. GROUNDWATER

WEATHER. BEDROCK

SILT

COLLUVIAL

FLUVIAL

FLUVIAL

BEDROCK

GLACIAL

During the July, 2014 inspection there was no water observed within the material site. The depth to groundwater underlying the pit is unknown.

UNKNOWN

EOLIAN

COLLUVIAL

PREPARED BY:

R&M CONSULTANTS, INC. Page 8 MS-46-2-004-5

36. LITHOLOGY_1 37. LITHOLOGY_2

Dominant type

IGNEOUS ROCK Undifferentiated Igneous Rocks GRANITIC Granite/Monzonite/Granodiorite DIORITE/GABBRO Diorite/Gabbro BASALT Dark colored fine-grained Igneous Rocks GREENSTONE Altered Volcanic Rocks w/green tint

METAMORPHIC ROCK Undifferentiated Metamorphic Rocks SCHIST/PHYLLITE Includes rocks ranging from slate to schist GNEISS Includes hard schistose rocks

MARBLE

CATACLASTIC Incl. Valdez Formation Rocks, Kenai Penn.

MÉLANGE Incl. McHugh Formation Rocks, Kenai Penn.

SEDIMENTARY ROCK Undifferentiated Sedimentary Rocks

CONGLOMERATE

SANDSTONE Includes greywacke, etc.

SHALE/MUDSTONE

LIMESTONE

FLUVIAL River and stream deposits (floodplain), includes outwash.

ALLUVIAL Alluvial / Debris Fan deposits GLACIOFLUVIAL Eskers, kames, etc.

GLACIAL Till COLLUVIAL Talus, etc.

EOLIAN Sand Dunes, etc.

SILT Loess, fluvial silts, etc.

OTHER Explain in Section 44.

38. MATERIAL_CLASSIFICATION

ASTM Classification, generally they should range from coarse to fine.

38a. GW 38c. GP 38e. 38g.

38b. GW-GM 38d. GP-GM 38f. 38h.

Subordinate type

FLUVIALCOLLUVIAL

PREPARED BY:

R&M CONSULTANTS, INC. Page 9 MS-46-2-004-5

39. COBBLES_AND_BOULDERS

Test Boring Callout / ASTM Classification, either a. or b. and c. not both (Can use ranges i.e. 0 to 20)

39a. CONTAINS

39b. Est. % by VOL. (Est. From Visual Observations)

39c. MAX. SIZE (in.) (Observed Size)

40. AGG_TEST_RESULTS

Year of test or report- Test result / Year of test or report- Test Results

40a. SG APP COARSE 40b. SG APP FINE 40c. ABSORPTION CRSE 40d. ABSORPTION FINE 40e. NORDIC ABRASION 40f. L.A. ABRASION 40g. DEGRADATION (T-13) 40h. NASO4 LOSS COARSE 40i. NASO4 LOSS FINE

41. POTENTIAL_USABILITY

Best known potential use of the material, based on records, exploration and laboratory data.

CONCRETE AGGREGATE PRODUCED The site has produced concrete aggregate PAVING AGGREGATE PRODUCED The site has produced paving aggregate CRUSHED PRODUCTS PRODUCED Base, Surface Coarse, Subbase, etc. has been produced.

TYPE A AND B MATERIAL AVAILABLE 0 to 10 percent passing 200 TYPE C AVAILABLE Compactable material TYPE C NOT AVAILABLE Uncompactable material (Lower Kuskokwim and Yukon River, etc.)

UNKNOWN

OTHER Explain in Section 44.

42. SPECIAL_PROBLEMS

Special problems encountered or anticipated with use of the material, based on records, exploration and laboratory data.

ORGANIC CONTENT The material is very difficult to compact.

HIGHLY WEATHERED GRAVEL The gravel is highly weathered and may break down when handled.

BREAKS DOWN UNDER USE Material breaks down on grade.

SENSITIVE TO WATER CONTENT Material is sensitive to water content, i.e.. some glacial tills, soft bedrock.

VARIABLE MATERIAL Deposit contains mixture of suitable and unsuitable material.

POSSIBLE CONTAMINATION Site may be contaminated by petroleum products or hazardous materials.

CONTAINS ASBESTOS Site contains naturally occurring asbestos.

POTENTIAL ASBESTOS Site in area where naturally occurring asbestos is mapped.

ACID ROCK DRAINAGE Site contains rock susceptible to producing acid rock drainage.

OTHER Explain in Section 44, Notes.

TYPES A AND B MATERIAL AVAILABLE

PREPARED BY:

R&M CONSULTANTS, INC. Page 10 MS-46-2-004-5

43. RIPRAP

Class II or larger. Does not include production for erosion control riprap for ditches or culverts.

PREVIOUS PRODUCTION There is a record of production.

POSSIBLE FURTHER INVESTIGATION NEEDED The site is a bedrock quarry containing hard rock NOT POSSIBLE The site has soft rock or soil.

UNKNOWN

OTHER Explain in Section 44, Notes.

44. NOTES

Note number of item being discussed.

NOT POSSIBLE

Fairbanks Recording District

UNITED STATES

DEPARTMENT OP THE INTERIOR

Bureau of Land Management Fairbanks Land Office 5l6 Second Avenue Fairbanks, Alaska

State of Alaska Department of Highways DECISION Box 1841 Juneau, Alaska RIGHT-OF-WAY GRANTED

Serial

Serial number below

Date: JUN 2 1 1962

Details of Grant

Serial number of grant Fairbanks 029821

Name of grantee State of Alaska, Department of Highways

Map showing the location and dimensions of grant:

Map designations State of Alaska, Right-of-Way Map Project F-04.6-2(4), Dated April 23, .1962

Date filed May 24, 1962

Permitted use by grantee Material Pit

Authority for grant Federal Highway Act of November 9, 1921, as Regulations applicable to gra'nt: (23 U.S.C. 317) as amended.

Code reference 43 CFR 244.54. ^--. ^ - ̂ — *

Circular number 1915

Date of grant June 15, 1962

Expiration date of grant

Rental: None

Amount

When payable by grantee

Init., A.BACA

Assti [~

Ao'm. Asst! | ̂ 0IV

R/3v~A;:vji:~j

.PAP.TC

Fairbanks Recording District

Terms and Conditions of Grant

Pursuant to the authority vested in the undersigned by Order No. 684 of the Director, Bureau of Land Management, dated August 28, 1961 (26 P.R. 8216), as amended, a right-of-way, the details of which are shown above, is hereby granted for the public lands involved I/, subject to the following terms and conditions:

1. All valid rights existing on the date of the grant.

2. All regulations in the circulars specified herein.

3. Filing of proof of construction within 5 years from date of the grant.

4. Other:

Robert F . Hilton Chief, Lands Section cc :

Director with Map FLO 201 Case Rev. April 1962 Reading (V BLM 3.8

I/ For the purpose of this grant, public domain lands include those reserved or withdrawn for specific purposes, entered, selected, occupied and/or settled, and leased. ^ FILED D

RECORDING

f JUL 6 196Z _ „.

Date -------------------- •-- - Q{ Alaska) Dcpt>

Requested ' -

Addres

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.̂ ^̂'î ^^ !̂\̂ |̂̂ ^a ;̂if%ff' fj/^^^f^^^^ ' • •' ''̂ ;*p, •'-" ' •'"•;. ;-*.''•;'•';" .' -' - ''•'•••.:..'.***/£ •';'v*><i^'l'*';:*-S *-"."•.'.• " - -^"iy?

'•:* ' ' . -> f'^-":>-. • • • • - ; .^•v .'••••.- , " • . : . - . ' ' ; ;- p •••.•"•'''.'»- >:/-"7;i*vVi"f>^' "• .i*51B*«?j . - • - . . • • . • : • • - - ; . . . • " • • ' / • • - • - . -j-r-s-i- . . - • V v^-if^™:.^ ..:>^-f,vs.

S^Pfc^^ :̂:--•v 5* • ' ' " : '~ ' "•.'Tv'̂ Pi'iJi":'-••

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•a«§?':

. J.aBafev^v^^:- -•>?r îapa f̂c^^^^

' - " •' " "' ^ " ' ' • - . ' ' ' $'r -"#* .**-..V**'^'7-'":S*v"7 "'•'' -. ^-V" - ' -•-. .

!t>orr«AMUCT»aN J Jr If " I »».eJir"T

n. me) f-o««iE-2f»sf I•"•'• o.o

' l imit I c-gf-May (*ct of August 27

State of Alaska Dapt. of Public Works P.O. Box 1361, Juneau, Alaska

:..P.-i A certain tract or parcel of land lying situate 4r. the Fourth Judicial District State or /Taika, belag aor« particularly bounded and described a* .oKowi, to-wit:

MHinr.ing at a point on the rjght right o: vay-Iit.e, Alacka tiigliway Project .*. F-Oi6-2(4), aaid point boar ins ;;. 0'16' K. a distance of 150.J feet from "L2" centerlinc Statioti i551:-*l.7A; tiicncc }!. 60*28* E. a dicta ice of 773.0 t«-ct; thence K. .'V3J1 W. * distance of 650.C ;eet; ther.ce

a. Oo'iB' W. * U:kLd.we o. ti'j.C fees; Chcncc 3. I*"*?' =:.

a dtataocc of 605.9 faat to a point on tb* right right of way line of *aid project; tbeae« >.89*44'l. aloa* th« right right of way line a distance of 86.7 fa«t to the point and placa of i.-«gi>->r.in«.

Containing 12.64A acraa, «or« or la«a

DATJ

fli I I

ACTION TAUN

Application FlUd

"""\ Fiiu'hivils Recording District '*~\ " ' IJMTTK.n STATERUNITED STATES -6. lal number below

DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT FA!?RW%

, Fairbanks Land Office "K^O/tintO P.O. Box 1150 Serial No. faJ- /Iff:̂

Fairbanks; Alaska

Date: OCT i 5 1963

DECISION

AKSMPSD RIGHT-OF-WAY GRANTED

Details of Grant

Serial number of grant Fairbanks 031377

Name of grantee State of Alaska, Department of Highways Box 1841, Juneau, Alaska •

Map showing the location and dimensions of grant:

Map designations Departmental Map, Project F-046-2(4), Little Tok River S.W. to Bartell Creek n «. ,.«•,„ Parcel V-172 Date filed Junt 26, 1963

Permitted use by grantee Stockpile Site

Authority for grant j^deral Aid Highway Act of November 9, 1921

Regulations applicable to grant: 43 <jpRt part 244, See parts A and 0

Code reference (23 Ut£uc< 31?) ft8 aB,enddd

Circular number 1915, 2001, 2004, 2012, 2084

Date of grant j^y 24t 1963

Expiration date of grant None

Rental:

Amount

WJ.

Tfe*rns and Conditions of Gi coidnig District '

Pursuant to the authority vested in the undersigned by Order No. 684 of the Director, Bureau of Land Management, dated August 28, 1961 (26 F.R. 8216), as amended, a right-of-way, the details of which are shown above, is hereby granted for the public lands involved I/, subject to the following terms and consJLtlons:

1. All valid rights existing on the date of the grant.

2. All regulations in the circulars specified herein.

3- Filing of proof of construction within 7 years from date of the grant.

4. Other: None

J I'•• cc :

Director State of Alaska Department of Highways Box 1841

Ala «lr«

REGEIVEU

GOT 1 V I3G

t_£

Division ol Highways Yaldez, Robert F. Hilton Chief, Lands Section

I/ For the purpose of this grant, public domain lands include Those reserved or withdrawn for specific purposes, entered, selected, occupied and/or settled, and leased.

FLO 201

March 1963

OM-"

PAf3F.•"V Fairbanks Kccordiug DistrictW,-.•;;; UNITED STATES '

"DEPARTMENT OK THE INTERIOR

BUREAU OF LAND MANAGEMENT

Fairbanks Land Office , P.O. Box 1150 j '• Fairbanks, Alaska 99701

• • • • • DECISION

RIGHT-OF-WAY GRANTED

number below

FAIRBANKS

Serial No

'̂ 7 7<^

Date: 2 4

Details of Grant

Serial-number of grant

Name of grantee

Map showing the location and dimensions of grant:

Map designations

Date filed

Permitted use .by grantee

A u tho r1ty for g ra n t » j "**• ••

Regulations applicable to grant i <• . ' • . ' • ' , '':. .'' •" • . ' • •*

Code,reference I . :, •

FairDanks 031377

State of Alaska, Department of Highways, Box 1841 Juneau, Alaska

Departmental Map of Project F-046-2(4), Parcel No. V-172 Dated June lf \9$3 June 26, 1963

Material Site

Federal 'Aid Highway Act of November 9, 1921 (23 U.3.C. 317) as amended 43 CFR 244,^4 through 244.56

Circular number

Date of grant j^ 2 4 1963

Expiration date of grant

Rental : , t : ; . . . ! , : i •

Amount ,10

When payable by grantee

1915 and 2084

None

None

RECORDED [J^ FUJCD D

FAIRBANKS RECORDING DISTRICT

JUL 2 9 1963

Requested Address__

• v.vteiuu i . * • - ' • j » 'TC ms and Conditions of G ,' X. ,,' . ' i*mn»*i«™«i*""«»"»"™™>î ™î ™̂""*̂ ™̂ ""««««""»«™'»«*""î ™̂ ™̂̂ ™̂*"""«™™"»""'™"™™™"̂ ™1 ™̂̂ "»

Pursuant.-to the authority vested in the undersigned by Order .JikK 68^ of the Director, Bureau of Land Management, dated

- Augus't-J28, 1961 (26 F.R. 8216), as amended, a right-of-way, the details of which, are shown above, is hereby granted for the public lands Involved I/, subject to the following terms and consitions:

1. All valid rights existing on the date of the grant.

2. All regulations in the circulars specified herein.

3. Filing of proof of construction within 7 years from date of the grant..

4. other: Subject to attached Material Site Stipulations ~~ - • wbion ar* made a part hereof by reference.

Robert P. Hilton Chief, Lands Section cc :

Director with map State of Alaska Department of Highway a

Juneaû Alaska

I/ For the purpose of this grant, public domain lands include those reserved or withdrawn for specific purposes, entered, selected, occupied and/or settled, and leased.

RECEIVED

"" vloka r r

Serial No. +**** Projtot:

Description: P-046-2(4) Little TOIC Juver.S.V. to

Bartcll Creek - Faro«l Ho .7-172

MATERIAL SITE STIPULATIONS

The Grantee, by accepting this material site under the Federal Highway Act, agrees and consents to comply with all of the provisions under 43 CPR, Part 244.9, and to the following terms and conditions, unless specifically authorized in writing:

;*"3,v* vAll of the provisions pf this material site protecting the government or third parties shall remain in effect until revocation or termination by the authorized officer.

2. The Grantee shall promptly notify the Bureau of Land Management when the material site is no longer needed.

3. The responsibility of identifying the buundaries of the material site and the protection of the survey monuments shall be the duty of the Grantee.

4. The Grantee shall post the number of this material .site on the land and in such a fashion that it may be readily seen by the general public. Such v posting will serve as notice that the land is under authorized use.

5. The Grantee shall not cause damage or defacement of adjacent lands and shall save the government -harmless of all liability and expense arising from,3 or consequential to, such damage. The Grantee shall contact the officer in charge immediately after such damage.

6. All borrow pits and clearings must be screened from the highway by leaving an untouched strip of vegetative cover 100 feet wide between the edge of the clearing and the nearest edge of the road right-of-way. Necessary access roads are authorized through the above reserve strip.

7. All brush and timber, standing or down, neces-sarily removed to expose materials must be buried or burned.

8. The Grantee shall take adequate measures for the prevention and suppression of fire on the material site area and adjacent land, as prescribed by the authorized officer.

9. Before revocation or termination of this material site, the area must be graded to blend with the existing landscape so that the pit will not present an unsightly appearance.

10. The Grantee shall submit to the Bureau of Land Management the kind, quantity, and uses made of the materials extracted during each fiscal year.

t /-- RECrLlVtu

BUREAU OF

LAND MANAGEMENT

LAND O F F I C E

ENGINES 'F

C. ^SqucX*j- states he by occupation •civil engineer eaployed by Ai««ka Dcpt. of Highways to supervise Che •urvey of iUfhwy Project shown on thtc ««p; chat the survey of aeid project wag made under his lu^ervision ard under authority; rhat this parcel was sur-veyed during ihe survey of this Highway pro-ject, which was conducted in 1962.; and that such survey is accurately represented upon this p i a t f ' ^ -?

APPIICANTS

to certify lhat who subscribed ch« statenert hercon is tY^ ptruon employed hv ths undlersigneJ applicant to supervise the preparar icr. i-f t--»is map, which has been adopted by t:>« applicant F.5 the approximate final location of L'P/ nrr- ^ect thereby shown; and that this map is filed as a part of the complete application, and in order that the applicant sey obt-the benefits of the Act of August ?7, 1* H (72 Stat. 885,23 U.S.C. 317); and 1 further certify th»t the Sight of way herein Je-scribed is desired for Alaska Highway "rr-lect No. y-

Cotanisslor^r , Alaska f»ept .

STATE OF ALASKA

DEPARTMENT OF HIGHWAYS

MAP

SHOWING REQUIRE!;

FOR

K-E

UGAL HUtHlNCt AND KIND Of TRANSACTION

Right of Way NAME AND MAILING ADDWuiS

17.0 F-031377

State of Alaska Department of Highway* Box 1841 Juneeu, Alack*

DoaurnoN or LAND

Beginning at a point on the northerly right of way line. 150.0 feet to th« right of and opposite centerllne Station "Lj" 1551*81.74 of Alaska Project F-046-2(4). said point bearing S. 57* 53' 27" W. a distance of 12.183.3 feet from B.L.M. Brass Cap for the northeast corner of U.S. Survey 5722;

thence N. 60* 28' E. a distance of 773.0 f«*t; thence S. 29* 32' E. • dis-tance of 474.4 feet to a point on the northerly right of wey line. 150.0 feet to the right of and opposite centerline Station "L2" 1542*82.7 of said project; thence N. 86* 38' 30" W. along said right of My line a dis-tance of 350.5 feet to a point 150.0 feet to th« right of and opposite centerline Station 15̂ *6*33.2 point of curve; thence westerly along a 0* 58' 28" left (radius - 5880.0 feet) through an arc of 3* 05' 30" a distance of

317.26 feet to a point 150.0 feet to the right of and opposite centerlina Station 1539*42.3 point of tangent of said project; thence N. 89' Mi' W. a distance of 239.4 feet to the point and place of beginning.

Containing 4.088 acres. «ore or less.

DAT*

6/26/1963

OCT 1 5 1963

ACTION TAKEN

Application Filed, bds

I Shown fn fhe Ngw Record for i Jown$hip: