Exhibits 1 to 12.pdf

EAST HUMBOLDT WILDERNESS AND CADASTRAL

BOUNDARY SURVEY AND POSTING

EXHIBIT INDEX

EXHIBIT 1 – WORK TO BE ACCOMPLISHED

EXHIBIT 2 – VICINITY MAP

EXHIBIT 3 – SAMPLE CAP MARKING

EXHIBIT 4 – CORNER RECORD FORM (3 PAGES)

EXHIBIT 5 – PLACEMENT OF CORNER MONUMENTS

EXHIBIT 6 – BEARING TREES

EXHIBIT 7 – STANDARD SIGNS

EXHIBIT 8 – SIGN PLACEMENT

EXHIBIT 9 – POINT-ON-LINE (POL) FORM

EXHIBIT 10 – CADASTRAL PLAT CHECK LIST (2 PAGES)

EXHIBIT 11 – EXAMPLE OF SURVEYOR’S REPORT (3 PAGES)

EXHIBIT 12 – WILDERNESS DESCRIPTION

EXHIBIT 13 – STANDARDS AND GUIDELINES FOR CADASTRAL SURVEYS

EXHIBIT 14 – EXAMPLE PLAT

EXHIBIT 3

SAMPLE CAP MARKINGS

T37N R61E

S29

EAST HUM. WILD.

AP 1

PLS XXXXX

T37N R60E

S 36

POL 1

EAST

HUMBOLDT

WILD.

PLS XXXXX

PLS XXXXX

2009 2009

PLS XXXXX

T37N R60E

S 36

T37N R61E

S 30

S 31

S 9

CA21_T0210NR0170E_540100_2008 Form 7100-52 USDA Forest Service CORNER RECORD (SEARCH) (Ref. FSM 7150) Index File No: 540200 Tract or Survey No. Corner No.

T. 21 N R. 17 E Ranger Dist. Carson County: Sierra Meridian: Mount Diablo National For. Humboldt - Toiyabe State California

CORNER RECORD (PERPETUATION)

CORNER DIAGRAM:

Section Corner ¼ 35

DESCRIBE CORNER MONUMENT FOUND:

Original 1865 GLO Survey by Ephraim Dyer.

Found solitary rock 15 X 10 X 8” plainly marked ¼, accepted as true point.

NAD 83 GEOGRAPHIC

COORDINATES:

Epoch 2002.00

LAT.

N 39º37’17.8405”

LONG.

W 120º02’45.5248”

DESCRIBE BEARING TREES OR OTHER OFFICIAL ACCESSORIES FOUND:

1) 1865 Record: 40” Pine N. 80°W., 53 links (35.0’) Found: Stump hole, N. 79° W., 34.0’

2) 1865 Record: 18” Pine S.63½ºE., 22 links (14.5’) Found: 28”Pine S.62ºW, 14.5 feet with blaze face

DESCRIBE CORNER LOCATION RELATIVE TO NEAR-BY FEATURES, ALSO HOW TO REACH

CORNER

Corner is located on wooded gentle N. facing slope apprx. 300’ E. of a two rut road. Able to GPS corner.

Work Done By ____John Q. Public____ Title_____Land Surveyor _______ Date_ 07/20/2008 _State Regist.

No.__9999_ Remarks:

Recorded in Cottonwood Fieldbook No. 2 pages 13 & 14

MONUMENT: DESCRIBE NEW MONUMENT SET, OR WORK DONE TO PRESERVE

EXISTING MONUMENT

Set a standard USFS aluminum monument w/ 3¼” diameter. Cap on a 2½” diam. post, 30” long, 24” in the ground, encircled by a mound of stone, 3’ diam. to top of cap.

The cap is marked as shown at right.

Placed a plastic encased magnet beneath the post.

Set a U channel steel guard post 0.9 ft. SW of monument with Survey monument and boundary signs attached.

ACCESSORIES: DESCRIBE NEW BT’s, WITNESS OBJECTS ETC. ESTABLISHED, OR WORK DONE TO PRESERVE

EXISING EVIDENCE

New BT’s

3) 16” Pine N. 66ºE., 75.1 feet

4) 12” Pine N. 82ºW., 16.7 feet BT’s 3 &4 base blazed scribed ‘BT’ BT’s 2, 3 & 4 have BT tags, blazes and band at 6 foot high painted red, and 60D nail w/ steel washer stamped ‘PLS 999’ partially driven in on the right side (as facing from the corner) center at the base for a chaining point.

SEC 2 6

SEC 3 5

CAP INSCRIPTION

CAP INSCRIPTION

USFS

T21N R17E

¼ S35

PLS 9999

EXHIBIT 4

EXHIBIT .411 EXHIBIT 5

Notes:

1. See Manual for Specific markings.

2. Smooth bark Maple, Alder, Aspen, etc..., shall not be blazed, but shall be scribed and painted as if blazed (bark scribed).

3. Original bearing trees shall not be rescribed.

4. All bearing trees are to be painted with a 6" red band. The band shall be located around the tree approximately 6' above the ground. Rough bark trees shall have the area of the band smoothed before painting.

5. Red paint shall be neatly applied over blazes and scribing.

6. The contractor shall stamp or etch the required information on the 54-3 sign.

7. Signs shall be attached to bearing trees with 2 Aluminum nails per sign. Leave nails protruding at least 1/2" on trees to allow for growth.

EXHIBIT .423 EXHIBIT 6

EXHIBIT .424

This monument was located as part of an official land survey. It helps define land ownership lines.

For further information contact the landowners or the Registered Land Surveyor where a State registration appears on the monument.

National Forest

BOUNDARY

W I L D E R N E S S

National Forest Grassland

National

LAND SURVEY

MONUMENTBOUNDARY

PROPERTY

BOUNDARY

PROPERTY

EXHIBIT 7

BOUNDARY BOUNDARY

LAND SURVEY

MONUMENT

SIGN PLACEMENT

NOTES:

1. Posts shall be plumb and solidly planted with a minimum of 18" in the ground or sup-ported to 18" above the base with a rock mound.

27-6A Sign

4' t o 5'

TYPICAL SIGN

AND POST INSTALLATION

27-6A Sign

54-9 SIGN

at Corner

Boundary Line

S tr ea m R id ge

T ra il

R oa d

NATIONAL FOREST

NATIONAL FOREST WILDERNESS AREA

EXAMPLE PLAN VIEW OF BOUNDARY LINE SHOWING SIGN PLACEMENT

EXAMPLE PROFILE OF BOUNDARY LINE SHOWING SIGN PLACEMENT

54-3 Signs on all B.T.'s

-2

A T

S T

R E

A M

-6

A A

T T

O P

O F

R

ID

G E

-6

A a t S p a ci ng

S pe ci fie d fo r th is C o nt ra ct ft

-6

A A

T R

O A

D

R1(02/07)

-6

A O

N B

O T

H

4. Posts shall be set on both sides of roads and trails, off the maintained surface-See POL

7-

6A

4-

A

T C

O R

N E

R

-6

A

4-

A

T C

O R

N E

R

3. Wilderness Boundary sign, 27-6A, shall be attached to each boundary post with rivets.

Guard posts at Wilderness Boundary controlling corners shall have both 27-6A and 54-9, Land Survey Monument, signs attached.

2. Posts shall be oriented on the boundary such that the boundary sign, when attached, will be parallel with the boundary line and easily read

Placement Exhibit.

by someone outside of the wilderness area.

-6

A A

T R

O A

D

S

ID

E S

O F

T R

A

IL

-6

A A

P P

X . 5

0' F

R O

M C

O R

N E

R

PLACEMENT

EXHIBIT

SEE POL

PLACEMENT

EXHIBIT

SEE POL

-6 A

A P

P X

. 5 0'

F R

O M

C O

R N

E R

EXHIBIT .521

EXHIBIT 8

POINT-ON-LINE AND SIGN PLACEMENT AT TRAILS AND ROADS

NOTES:

1. Signs and Monuments are anticipated to be susceptible to vandalism. Therefore this configuration is warranted to allow for the reestablishment of boundary posts by District Employees.

2. This configuration shall be followed at all Trails and Roads.

3. Point-on-Line Monuments will be sequentially numbered starting with POL1 for each Section starting with the most westerly POL.

4. POL monuments will be set such that they are intervisible. Spacing is Approximate.

5. Post shall be plumb and solidly planted with a minimum of 18" in the ground or supported to 18" above the base with a rock mound.

6. Posts shall be oriented on the boundary such that the boundary sign, when attached, will be parallel with the boundary line and easily read by someone outside of the wilderness area.

7. Wilderness Boundary sign, 27-6A, shall be attached to each boundary post with rivets.

Guard posts at Monuments shall have both 27-6A and 54-9, Land Survey Monument, signs attached.

8. Posts shall be set on both sides of roads and trails, off the maintained surface.

100FT. 100FT.

APPROX. APPROX.

APPROX. APPROX.

T R

A

IL

O R

R O

A D and

POINT ON LINE

MONUMENT

54-9 27-6A

SIGN

27-6A

SIGN

and 54-9

5FT. 5FT.

POIN

T O

N LIN

E

MONUMENT

WILDERNESS

BOUNDARY

27-6A

SIGN

27-6A

SIGN

BOUNDARY BOUNDARY

LAND SURVEY

MONUMENT

27-6A Sign

' t o 5'

TYPICAL SIGN

AND POST INSTALLATION

27-6A Sign

54-9 SIGN

at Corner

EXHIBIT 9

EXHIBIT .620

This list shall be checked,signed and dated by a reviewer through all phases of preparing the record. A copy shall be sent with the draft plat submitted for review.

T._______________, R._______________, Sec.(s) ____________, ______________________ Mer., ______________________

__________________ National Forest Project __________________

Reviewer Date

Plat Contents

Sheet Size Border Size Surveyed Lines Solid Unsurveyed Lines Dashed Line Weights Adequate Lettering Legible Title conforms to State law Subtitle reflects type of survey Legal Identifier (Section, Township, Range, Meridian, MS, HES)

Orientation

Scale Bar North Arrow Geographic Position (1 minimum, 2 minimum on projects extents of > 1.5 mile)

Datum and Method used to determine Tie to Geodetic Control shown Name and Establishment Date of Control Station(s) used

Plat Memo

History of Surveys Townships Sections Subdivisions Other

Purpose of Survey To Mark and Post National Forest Property Boundary

Reference to type of posts set and intervals.

MINIMUM LETTERING SIZE 0.09 INCHES

ALL CAPITAL LETTERING, NO LOWER CASE

EXHIBIT 10

EXHIBIT .620

Date of Survey Project Name / Contract No.

Basis of Bearing Data available in other sources Methods Instrumentation Positional Accuracy Statement Special Circumstances Disclaimer (Representation of Unsurveyed Features

The Survey

Records units of measure shown Reported measurements (proper precision) Corner Status evident Legend complete

Reflects corner status Distinguishes Posted National Forest Property Boundary

Adequate Information to determine and check survey methods On Mineral Survey or HES, tie to Rectangular Survey shown On MS, HES, etc, rectangular lines projected where feasible Ownership Labeled "Private Lands" and "National Forest System Lands" Aliquot parts, lots, labeled Acreage properly shown Topography shown and labeled Cultural Features, fences, etc. adjacent to line shown and labeled

Certifications

Surveyor's Certificate Forest Supervisor's Certificate County Certification/Approval/Recording Information

Comments: ___________________________________________________________

EXHIBIT 10

EXHIBIT .910

EXHIBIT 11

PURPOSE: The purpose of this contract was to perform professional land surveying services.

This contract included:

(List each required service, which will normally correspond to the contract pay items)

HISTORY OF PRIVATE SURVEYS: Briefly state the name and date of any private surveys, that are not indicated on the cadastral plat, that affect this survey. The report should detail why the private survey was or was not used in the conduct of this survey.

PROCEDURE:

CORNER SEARCH CONDUCTED: State the result of corner search efforts. It is not necessary to repeat the detailed information contained in the corner record forms, but the minimum information required is (1) which corners were located by original physical evidence, (2) which corners were located by parole evidence, (3) other surveyor's monuments were accepted, and (4) which corners were considered lost and a brief explanation of the extent of search efforts for the original physical evidence of the monument and accessories.

REMONUMENTATION ACCOMPLISHED: State which original corners were remonumented.

CONTROL SURVEY : Briefly describe the method or combination of methods that were used to

(1) obtain the position of the controlling corners,(2) layout the position of lost corners and any new corners required to be established by the contract, and (3) locate the position of points on the boundary necessary for marking and posting the line. An example follows:

"A 5" total station with specifications of plus or minus 2mm plus 2 PPM was used on the control survey. The instrument was in proper adjustment and a base line user's report for the EDM is attached. The control survey utilized traverse methods that formed closed loops, which were adjusted by least squares method. Boundary lines were located by running true line between corner monuments. Angles were taken one direct and one reverse and these two angles were averaged and used for computations. Backsights were made to nails in the top of 1-meter laths and foresights were to plumb range poles. The estimated sighting error is 0.03 feet average. Distances were measured once to the foresight leg. Reductions to the horizontal were accomplished by means of vertical angles repeated twice in the direct and reverse position to the center of the prism, which was at a constant height of 6 feet. Computed moves were accomplished by turning the angle and shooting the distance direct and reverse.

Monumentation: Explain the rationale for accepting or rejecting any other survey monuments found in the vicinity of a computed corner position. Explain what proportioning method was used to reestablish lost corners from adjacent existing corners. List which corners were established and monumented.

LAND OWNER CONTACTS AND CONFLICTS: Cite the result of landowner contact for permission to enter and mark and the private side of the boundary line. Include a brief statement of any apparent conflicts of possession or title discovered.

ENCROACHMENTS: Include a narrative of encroachments discovered and reported to the Contracting Officer Representative.

DATE OF SURVEY:

Survey Commenced__________________

Survey Completed___________________

PERSONNEL:

Contractor's Representative________________________________

Land Surveyor in charge___________________________________

Assistants: _______________________ ______________________

SURVEYOR'S CERTIFICATE: I, __________________, (State) Registered Land Surveyor No. ________do hereby certify that this report is a true and correct account of a survey made by me or under my direction, under U.S.D.A. Forest Service Contract No. _____________.

Signature Date

EXHIBIT 12

EAST HUMBOLDT WILDERNESS DESCRIPTION

NATIONAL WILDERNESS PRESERVATION SYSTEM

East Humboldt Wilderness

Humboldt-Toiyabe National Forest, Intermountain Region

I hereby certify that the boundary dexription and map/s made a part of this description herewith Represents the location of the boundary of the East Humboldt Wilderness on the Humboldt National Forest.

Signed: R. Jon Leonard Date: 10/03/2003 Regional Land Surveyor

I hereby certify and accept the boundary description and the map of the East Humboldt Wilderness on the Humboldt National Forest as entered into the National Wilderness Preservation System under Nevada Protection Act of 1989, Public Law 101-195.

Signed: Jack Troyer Date: 06/08/2004

EAST HUMBOLDT WILDERNESS

LEGAL DESCRIPTION

The area included in the East Humboldt Wilderness is located within the Humboldt National Forest, Intermountain Region and within Elko County, Nevada in accordance with the Nevada Wilderness Act of 1989 (P.L. 101-195). The official boundary description and final maps are on file and available in the offices of the Forest Supervisor, Humboldt National Forest, Sparks Nevada and the Regional Forester, Intermountain Region, Ogden Utah. The East Humboldt Wilderness consists of an area of 36,670 acres, more or less, which was computed from 1:24,000 scale, 7 1/2 minute quadrangle maps using the Automated Lands Program Geographic Information System (GIS). A detailed description of the boundary follows:

Beginning at the corner for Sections 27, 28, 33 and 34, Township 35 North, Range 61 East, Mount Diablo Base and Meridian (MDB&M);

thence northerly approximately 4.0 miles along the east boundary of Sections 28, 21, 16 and 9 to the corner for Sections 3, 4, 9 and 10, T. 35 N., R. 61 E., MDB&M;

thence approximately N 65o W, 2,100 feet to the bottom of an unnamed drainage at elevation 7,800 feet;

thence WEST approximately 3,300 feet to elevation 8,400 feet;

thence northerly approximately 900 feet along elevation 8,400 feet to a ridge top;

thence easterly approximately 1,300 feet along said ridge top to elevation 8,200 feet;

thence northeasterly approximately 600 feet to the bottom of LEACH CREEK at elevation 8,120 feet, near the outlet of LIZZIE'S BASIN;

thence easterly approximately 3,600 feet along the bottom of LEACH CREEK to elevation 7,240 feet;

thence northerly approximately 1.6 miles, crossing SHADY CREEK, to the bottom of an unnamed drainage at elevation 7,600 feet, said point in drainage being approximately 700 feet southerly from the corner for Sections 27, 28, 33 and 34, T. 36 N., R. 61 E., MDB&M;

thence northerly approximately 3.0 miles along elevation 7,600 feet, crossing RENSHAW, WINCHELL and WISEMAN CREEKS, to the bottom of the first drainage north of WISEMAN CREEK, in the SW1/4 of Section 15, T. 36 N., R. 61 E., MDB&M;

thence approximately N 75o E, 1,000 feet to the bottom of an unnamed drainage at elevation 7,400 feet;

thence northerly and easterly approximately 1.3 miles along elevation 7,400 feet, crossing SCHOER CREEK, to the bottom of SOUTH FORK ANGEL CREEK;

thence N 62o W, approximately 3,100 feet to elevation 8,400 feet;

thence northerly and westerly approximately 1.1 miles along elevation 8,400 feet, crossing a ridge top, to a point being N 20o E approximately 300 feet from the corner for Sections 3, 4, 9 and 10, T. 36 N., R. 61 E., MDB&M;

thence S 20o W approximately 300 feet to the corner for Sections 3, 4, 9 and 10, T. 36 N., R. 61 E., MDB&M;

thence approximately S 68o W, 3,400 feet to the top of a ridge at elevation 9,800 feet;

thence northwesterly approximately 2,700 feet to Triangulation Station "GRAYS" at elevation 10,674 feet;

thence northerly approximately 1,600 feet along a ridge top to elevation 10,400 feet;

thence northeasterly approximately 2,200 feet to the bottom of an unnamed drainage southwesterly of SMITH LAKE at elevation 9,200 feet;

thence easterly approximately 2,000 feet along elevation 9,200 feet to a ridge top, southeasterly of SMITH LAKE;

thence northerly approximately 900 feet to bottom of CLOVER CREEK, flowing from SMITH LAKE, at elevation 9,000 feet;

thence northeasterly approximately 2,000 feet along the bottom of CLOVER CREEK to elevation 8,400 feet;

thence approximately S 88o E, 3,600 feet to the bottom of an unnamed drainage of WILLOW CREEK at elevation 7,600 feet;

thence northeasterly approximately 3,400 feet along the bottom of said drainage to elevation 6,920 feet;

thence northeasterly approximately 300 feet to the corner for Sections 34 and 35, T. 37 N., R. 61 E., MDB&M;

thence northerly approximately 1 mile along the east boundary of said Section 34 to the corner for Sections 26, 27, 34 and 35, T. 37 N., R. 61 E., MDB&M;

thence westerly approximately 1 mile along the north boundary of said Section 34 to the corner for Sections 27, 28, 33 and 34, T. 37 N., R. 61 E., MDB&M;

thence approximately N 28o W, 1,200 feet to a ridge top at elevation 7,600 feet;

thence westerly approximately 3,000 feet along elevation 7,600 feet to a ridge top;

thence westerly approximately 1,400 feet to the bottom of TROUT CREEK at elevation 7,000 feet;

thence approximately N 78o W, 4,800 feet to a ridge top at elevation 8,000 feet;

thence westerly approximately 1.3 miles, crossing PICNIC and BURGER CREEKS, to the 1/4 corner for Section 25, T. 37 N., R. 60 E. and Section 30, T. 37 N., R. 61 E., MDB&M;

thence southerly approximately 2,700 feet along the west boundary of Section 30, T. 37 N., R. 61 E., to the corner for Sections 25 and 36, T. 37 N., R. 60 E., and Sections 30 and 31, T. 37 N., R. 61 E., MDB&M thence westerly approximately 1,700 feet along the north boundary of Section 36, T. 37 N., R. 60 E., MDB&M, to the bottom of GREYS CREEK at approximate elevation 6,480 feet;

thence SOUTH approximately 1 mile to the Township line for Section 1, T. 36 N., R. 60 E. and Section 36, T. 37 N., R. 60 E., MDB&M;

thence westerly approximately 1,400 feet along said Township line to the north 1/4 corner of said Section 1;

thence southerly approximately 1 mile to the 1/4 corner for Sections 1 and 12, T. 36 N., R. 60 E., MDB&M;

thence southerly approximately 1 mile to the 1/4 corner for Sections 12 and 13, T. 36 N., R. 60 E., MDB&M;

thence easterly approximately 2,600 feet along the south boundary of Section 12 to the corner for Sections 12 and 13, T. 36 N., R. 60 E., MDB&M;

thence southerly approximately 1.1 miles along the Range line for T. 36 N., R. 60 E., and T. 36 N., R. 61 E., to the corner for Sections 18 and 19, T. 36 N., R. 61 E., MDB&M;

thence easterly approximately 2.0 miles along the south boundary of Sections 18 and 17 to the corner for Sections 16, 17, 20 and 21, T. 36 N., R. 61 E., MDB&M;

thence southerly approximately 3.0 miles along the west boundary of Sections 21, 28, and 33 to the corner for Sections 32 and 33, T. 36 N., R. 61 E., MDB&M;

thence westerly approximately 1.7 miles along the south boundary of Sections 32 and 31, T. 36 N., R. 61 E., MDB&M, to the bottom of an unnamed drainage of ACKLER CREEK;

thence approximately S 32o W, 1,400 feet to the top of a knob at approximate elevation 9,924 feet;

thence S 62o W, approximately 1,400 feet to elevation 9,400 feet;

thence northwesterly approximately 4,800 feet along elevation 9,400 feet to a ridge top, said ridge top being approximately N 32o E, 500 feet from the corner for Sections 35 and 36, T. 36 N., R. 60 E., and Sections 1 and 2, T. 35 N., R. 60 E., MDB&M;

thence westerly approximately 1.7 miles along a ridge top to the top of a knob at approximate elevation 7,896 feet, in the SW 1/4 of Section 34, T. 36 N., R. 60 E., MDB&M;

thence southwesterly approximately 2,600 feet to the corner for Sections 33 and 34, T. 36 N., R. 60 E., MDB&M;

thence westerly approximately 2,000 feet along the Township line for Section 4, T. 35 N., R. 60 E., and Section 33, T. 36 N., R. 60 E., MDB&M, to elevation 7,000 feet;

thence southerly approximately 5,000 feet to the top of a knob at approximate elevation 7,665 feet;

thence WEST approximately 3,500 feet to the west boundary of Section 4, T. 35 N., R. 60 E., MDB&M;

thence southerly approximately 2.2 miles along the west boundary of Sections 4, 9 and 16 to the corner for Sections 16, 17, 20 and 21, T. 35 N., R. 60 E., MDB&M;

thence easterly approximately 1 mile along the south boundary of Section 16 to the corner for Sections 15, 16, 21 and 22, T. 35 N., R. 60 E., MDB&M;

thence southerly approximately 1 mile along the west boundary of Section 22 to the corner for Sections 21, 22, 27 and 28, T. 35 N., R. 60 E., MDB&M;

thence easterly approximately 1 mile along the south boundary of Section 22 to the corner for Sections 22, 23, 26 and 27, T. 35 N., R. 60 E., MDB&M;

thence approximately S 78o E, 1800 feet to a ridge top at elevation 9,460 feet;

thence southeasterly approximately 1.6 miles along a ridge top to the top of a knob at elevation 10,292 feet;

thence S 40o E approximately 2,100 feet to the Range line for Section 25, T. 35 N., R. 60 E. and Section 30, T. 35 N., R. 61 E., MDB&M;

thence southerly approximately 1,100 feet along said Range line to the corner for Sections 30 and 31, T. 35 N., R. 61 E., MDB&M;

thence easterly approximately 2 miles along the south boundary of Sections 30 and 29, crossing POLE CANYON, to the corner for Section 28, 29, 32 and 33, T. 35 N., R. 61 E., MDB&M;

thence southerly approximately 1 mile along the west boundary of Section 33 to the corner for Sections 32 and 33, T. 35 N., R. 61 E., MDB&M;

thence approximately S 35o E, 2,600 feet to a knob at approximate elevation 8,812 feet;

thence southeasterly approximately 2,600 feet along a ridge top to a knob at approximate elevation 8,943 feet;

thence approximately S 47o E, 2,800 feet to a knob at approximate elevation 8,592 feet;

thence southeasterly approximately 1,000 feet along a ridge top to the west boundary of Section

10, T. 34 N., R. 61 E., MDB&M;

thence southerly approximately 1.7 miles along the west boundary of Sections 10 and 15 to the corner for Sections 15, 16, 21 and 22, T. 34 N., R. 61 E., MDB&M;

thence easterly approximately 1.8 miles along the south boundary of Sections 15 and 14, crossing GORDON CREEK, to elevation 6,400 feet;

thence northeasterly approximately 1.9 miles along elevation 6,400 feet, crossing ROCKWALL CREEK, to the bottom of an unnamed drainage in the N 1/2 of Section 11, T. 34 N., R. 61 E., MDB&M;

thence southwesterly approximately 800 feet along the bottom of said drainage to elevation 6,600 feet;

thence northwesterly approximately 1,600 feet along elevation 6,600 feet to the bottom of an unnamed drainage of WISEMAN CREEK;

thence northwesterly approximately 1,900 feet to the corner for Sections 2 and 11, T. 34 N., R. 61 E., MDB&M;

thence northerly along the east boundary of Section 3 to the corner for Sections 2 and 3, T. 34 N., R. 61 E., MDB&M;

thence northwesterly approximately 2,100 feet to the bottom of HONEYMAN CREEK at the confluence with a side drainage from the northwest, at approximate elevation 6,520 feet;

thence northwesterly approximately 5,000 feet along the bottom of said side drainage to the north boundary of Section 34, T. 35 N., R. 61 E., MDB&M;

thence westerly approximately 500 feet along the north boundary of said Section 34 to the corner for Section 27, 28, 33 and 34, T. 35 N., R. 61 E., MDB&M; - the Point of Beginning.

Qualifications:

The boundary narrative for East Humboldt Wilderness is based on the 7 1/2 minute Quadrangle Maps listed below. This legal description has been plotted on the USDA Forest Service Primary Base Series Maps which are reduced to 1-inch-equals-1- mile. These maps are attached and made part of the description. All references to elevation in this description are based on the National Geodetic Vertical Datum of 1929.

7 1/2 minute Quadrangle Maps used for this description are:

Humboldt Peak, Nev.

Welcome, Nev.

Herder Creek, Nev.

Tent Mountain, Nev.

Gordon Creek, Nev.