Resolution 2427 ,�:
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RESOLUTION NO. 2427
RESOLUTION OF NECESSITY
� (F. Heise Land & Livestock Company)
WHEREAS, the SOUTH TAHOE PtJBLIC UTILITY DISTRICm
proposes to construct, operate and maintain a wastewater
effluent storage and conveyance facility with related
recreational and wildlife habitat benefits for which it
is necessary to acquire by proceedings in eminent domain
certain property and interests therein;
WHEREAS, this Board on June 12, 1986 and after
complying with the provisions of Section 1245.235 of the
Code of Civil Procedure, adopted Resolution No. 2402,
authorizing the commencement of condemnation proceedings
to acquire certain property and interests therein for the
proposed Project; and
� WHEREAS, by letters sent by first-class mail on
January 21, 1987, this District gave notice to each person
whose property is to be acquired and to their attorneys of
record that this Board on February 5, 1987 would consider
the adoption of an amended Resolution of Necessity; and
WHEREAS, the proposed amendments will describe the
proposed Project and the specific property and interests
therein sought to be condemned, specify conditions for clay
removal and reclamation, and further describe how waters may
be used and/or diverted and conveyed when the proposed
Project is constructed and operational;
NOW, THEREFORE, IT IS HEREBY RESOLVED, DETERMINED,
AND FOUND BY THE BOARD OF DIRECTORS OF SOUTH TAHOE PUBLIC
� UTILITY DISTRICT AS FOLLOWS:
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1. The public use for which the property and
'�,, interests therein are to be acquired by the District is to
construct, operate, maintain and use in Alpine County,
California diversion facilities, water conveyance channels
and ditches, dams, access road5 and a spillway and clay
material borrow site for the Harvey Dam and Reservoir, all
of which are rec�uired in order to construct, operate and
maintain a wastewater effluent storage and conveyance syster�
and a recreational reservoir at Indian Creek Reservoir,
cumulatively referred to herein as the "proposed Project."
2. The statutes which authorize the District to
acquire the property a.nd interests therein are Section
16404, of the California Public Utilities Code, and the
Eminent Domain Law, comprising Title 7 of Part 3 of the Cocie of
� Civil Procedure commencing with Section 1230.010, including
Section 1240.410.
3. The property and interests therein which the
District seeks to acquire by proceedings in eminent domain
are situated in Alpine County, California, and are described
and depicted in Exhibits B through H, attached hereto and
incorporated herein.
4. This Board hereby declares that it has found
and determined each of the following:
(a) The public interest and necessity require
the proposed Project;
(b) The proposed Project is planned or located
� in the manner that will be r�ost co�npatible with the
greatest public good and the least private injury;
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(c) The property and interests therein des-
� cribed in this resolution are necessary for the proposed
Project; and
(d) The offer required by Government Code
Section 7267.2 has been made to the owners of record of
the prop�rty described in this resolution.
5. In the event of description or other variances
or ambiguities, this resolution supersedes Resolution No. 2402.
The foregoing resolution is passed and adopted
this 5th day of February 1987, on the following vote, which
is the affirmative vote of at least two-thirds (2/3rds) of
all of the members of the Board of Directors of SOUTH TAHOE
PUBLIC UTILITY DISTRICT.
4 Ayes; 1 Absent;
� 0 Na�es.
JOHr1 ]YNN, Chairman
SOUT TAFiOE PUBLIC UTILITY DISTRICT
� Boar of Directors
ATTEST:
�� C�l `
PAT MAMATH
Clerk and Secretary
CERTIFICATION
I, JAMES R. COFER, hereby certify that the fore-
going resolution was passed on motion duly made and seconded
by the vote reflected above, at the meeting of the Board of
Directors. of SOUTH TAHOE PUBLIC UTILITY DISTR.ICT this Sth
� day of February 1987.
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JA R. COFER,� G neral Manager
S TAHOE PUBL UTILITY DISTRICT
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� EXHIBIT B
LEGAL DESCRIPTION - CLAY MATERIAL REMOVAL TEMPORARY EASEMENT �
The right to remove up to 110,000 yards of clay material measured
in place at Harvey Dam, from the following described real
property situate in the County of Alpine, State of California:
All that portion of the Northeast quarter of Section 31, Township
11 North, Range 20 East, M.D.M., more particularly described as
f ol lows :
Commencing at the l�ortheast quarter of Section 31; thence along
the East line of said Section 31, South 00 49' 11" East 1150.00
feet to the True Point of Beginning; thence continuing South 00
49 11 East 820.00 feet; thence North 75 54 40 W�st 239.46
feet; thence South 60 07' 26" West 542.03 feet; thence South 11
45' 38" West 362.18 feet to a point on the Northerly Yine of
Diamond Valley Road as described in Book G, Page 299, Official
Records of Alpine County; thence along said Northerly line the
following courses, North 89 ° 17' 10" West 800.00 feet; thence
South 00 42' S0" West 5.00 feet; thence along a curve concaoe to
the South with a radius of 3025 feet, a central angle of 01 23'
00", an arc length of 73.03 feet; thence South 89 19' S0" West
969.38 feet to a point on the West line of the Northeast quarter
� of said Section 31; thence along said West line North 00 27' 07"
West '1250.00 feet; thence North 72 45' S6" East 1859.52 feet;
thence South 60 15' 18" East 322.49 feet; thence South 19 26'
24" East 360.56 feet; thence North 78 15' 02" East 449.95 feet
to the TRUE POINT OF BEGINNING. Containing 81.83 acres, more or
less.
Such right to remove clay material shall continue until comple-
tion of construction of the dams and associated facilities to be
constructed on the Diamond Valley Dam parcel as shown on Exhibit
4, and BLM lands, but in no event later than December 31, 1991.
Exhibit 2(Heise Land and Livestock Company Location N'a
hibit 3(Temporary Clay Easement Ma 1 P) and Ex-
corporated herein by this referenceP� are attached hereto and in-
Also attached hereto as Exhibit B-1 are Conditions for Clay
. Removal and Reclamation Plan. The removal of clay material by
; condemnor shall be performed in accordance with said Exhibit B-1
� conditions.
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�XHIBR 2 HEISE LAND &'LNESTOCK Cu�a
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CULP• WESNER • CULP
EXHIBIT 4 . DIAMOND VALLEY DAM corvs�nriNC ENGiNEERS
PARCEL MAP
CJiY[�G�Mwi[.C� tiwT�Y�AG
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EXHIBIT B-1
� CONDITIONS FOR CLAY REMOVAL
AND RECLAMATION
1. The clay borrow area described in the Exhibit
attached hereto as Exhibit "B-2" shall be fenced in a manner to
prevent nonauthorized individuals and cattle from entering the
area. A ten foot separation between the fence and irrigation
ditches and the farm access road along Indian Creek shall be
maintained. The fence shall be 7 strand, 5 foot barbed wire,
except the existing fence line on the west side of said area
described in Exhibit "B-2" may be used. The fence.shall be
maintained by contractor. .
2. After completion of the clay removal and
reclamation operation, all original ditches, and diversion boxes,
if any, shall be restored to at least the same size, location,
and condition to that existing prior to clay removal. If
dewatering trenches are used, that area shall be restored to the
condition existing prior to clay removal.
3. During the removal and reclamation operation,
the existing flood irrigation system shall be altered as follows:
A. Waters flowing into the area from the south
� (including water in culverts under Diamond Valley Road) shall be
intercepted within the area and directed by check structures east
or west as F. Heiae may direct. The flows directed to the west
shall proceed west until near the westerly edge of the area at
which point they shall flow north and into farm ditches as
depicted on Exhibit "B-3", attached hereto.
B. A holding pond or ponds within the area
described on Exhibit "B-2" shall be constructed and maintained by
the contractor and used to contain water pumped for necessary
dewatering of the clay borrow pits.
C. Holdin� pond waters, after settlin�, may be
conveyed and used for irrigation on lands in the NW 1/4 of the N8
1/4 of Section 31 or conveyed to and used for irrigation on landa
in the SW1/4 of the NW1/4 of Section 32, provided there shall be
no direct discharge of said waters to Indian Creek.
D. Holding pond waters after settling, map also
be used to water stockpiled soils, haul roads and the compacted
embankments for District Contract Nos. 5 and 6.
4. Topsoil located above clay deposits removed from
said clay borrow area shall be atockpiled. Any topsoil
stockpiled on the lands described on fixhibit "B-2" shall be
protected from water and wind erosion by filter fence around the
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�,,, downgradient side and sprinkled or hydromulched as the season
requires.
5. Topsoil taken from Harvey Place and used for
reclamation on the clay borrow area shall not contain sod clamps
greater than 4 inches.
6. Excavated pits in the clay borrow area shall be
filled to within two feet of finish grade (to match existing
grade) and compacted to at least 85X relative compaction. The
top 2 feet shall be wheel packed in 6" lifts. The top 1 foot
shall be topsoil previously stockpiled on site. Upon completion,
the area shall be hydromulched and poked. In the following year,
after winter settling, all disturbed areas within the clay borrow
area shall be shaped and filled to finish grade, and then planted
with a permanent crop as provided by the Clay Removal and
Reclamation Plan, attached hereto as Exhibit "B-4". All other
areas within the clay borrows are compacted by the clap removal
operation shall be ripped, disked and also planted with the same
crop. The elay borrow area shall then be returned to the
landowner who shall be responsible for the irrigation of the
crop. All fencing provided for the clay borrow area shall be
left in place for landowner to use or remove at his discretion.
7. All clay removal and reclamation operations
� shall be performed in compliance with the Clay Removal and
Reclamation Plan, permits, waste discharge requirements and the
specifications and plans for District Contract No. 6.
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� BXHIBIT B-2
LEGAL DBSCRIPTION -- CLAY MATERIAL REMOVAL
The right to remove up to 100,000 cubic yards of clay material
from the following described real property situate in the County
of Alpine, State of California.
Al1 that portion of the Northeast quarter of Section 31� Township
11 North, Range 20 East, M.D.M., more particularly described as
follows:
Commencing at the Northeast corner of Section 31; thence along
the East line of said Section 31, South 00 de�ree 49' 11" East
1150.00 feet to the True Point of Beginning; thence continuing
South 00 degree 49' 11" East 820.00 feet; thence North 75 degrees
54' 40" West 239.46 feet; thence South 60 degrees 07' 26" West
542.03 feet; thence South 11 degrees 45' 38" West 362.18 feet to
a point on the Northerly line of Diamond Valley Road as described
in Book G, Page 299, Official Records of Alpine County; thence
along said Northerly line the following courses, North 89 degrees
17' 10" West 800.00 feet; thence South 00 degrees 42' 50" West
5.00 feet; thence along a curve concave to the South with a
radius of 3025 feet, a central angle of O1 degree 23' 00", an arc
� length of 73.03 feet; thence South 89 degrees 19' 50" West 969.38
feet to a point on the West line of the Northeast quarter of said
Section 31; thence along said West line North 00 degree 27' 0?"
West 1250.00 feet; thence North 72 degrees 45' 56" East 1859.52
feet; thence South 60 degrees 15' 18" East 322.49 feet; thence
South 19 degrees 26' 24" East 360.56 feet; thence North 78
de�rees 15' 02" East 449.95 feet to the TRUB POINT OF BEGINNING.
Containing 81.83 acres, more or less.
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EXHIBIT B-4
�rr HBISB LAND AND LIVE3TOCK COMPANY
CLAY RBMOVAL AND RECLAMATION PLAN
INTRODUCTION
The South Tahoe Public Utility District (District) is planning to
construct an earthen dam and auxilliary dike for the Harvey Place
Reservoir. These two structures require an impervious clay core.
One source of clay is located on the Diamond Valley Ranch owned
by the Heise Land and Livestock Company [See Figure 1). The
District will be contracting for construction of the Harvey Dam
and Reservoir. The contractor will negotiate with Clarence Burr,
President of the Heise Land and Livestock Company, for purchase
of clay. Mr. Burr currently grazes cattle on irrigated pasture
in the clay borrow area. The purpose of this plan is to specify
procedures to be used by the contractor during clay removal and
for restoration of the area to provide irrigated pasture. The
irrigated pasture will be provided in a condition equal to or
better than existing conditions.
SITB ARBA CHARACTERISTIC3
The site is located in the Diamond Valley, Alpine County,
Californis. The Valley is approximately two miles East-Southwest
� of Woodfords, California. All maps were drawn from the USGS 7.5'
Woodfords, California-Nevada Quadrangle. The clay borrow area is
located in the Nortwest quarter of Section 31 as shown on Figure
1.
The clay borrow area is within a 1300 acre cattle ranch. Of this
approximately 900 acres are irrigated pasture. Irrigation ia
accomplished by flooding from contour ditches. Irrigation water
flows from the Southeast to the Northwest within the clay borrow
area pareel. A slough, approximately fifteen feet wide,
traverses this parcel. Irrigation ditches are located on both
sides of the slough. These contour ditches capture tailwater
from upper fields and redistribute it onto lower fields.
Native grasses mixed with several varieties of clover are found
throughout the valley.
CLAY REMOVAL
Prior to initiation of the clay removal process the entire parcel
will be fenced, with the existing fence utilized on the westerly
boundary. The parcel is described in Exhibit 1 and shown on
Exhibit 2, map, both attached hereto. The fences will follow the
described parcel boundaries and be at least 10 feet awap from
nearby ditches. The fence will also be placed so that Heiae Land
and Livestock Company personnel can continue to use the access
�
• Vt .
� Y y � .
� road along Indian Creek. The Snowshoe Thompson Historical Site
will be fenced leaving a 50 foot setback from the site (the
footings from his homesite).
An irrigation ditch will be constructed parallel to and adjacent
to the fence along Diamond Valley Road. The ditch will be level
so that flows can be diverted either east or west. Details of
the ditch are shown on the construction plans for Contract 6-
Harvey Place Dam and Reservoir. The ditch will intercept flows
from culverts under Diamond Valley Road. Through the use of
check structures flows will be diverted either to the east or to
the west.
During the clay removal process there are several potential
probems. With proper procedure� they can be avoided. These
problems include soil erosion, sedimentation in Indian Creek, and
dealing with F:ater from clay dewatering operations. The clay
removal process requires stripping of topsoil [6-12"] from the
surface and then excavation of the clay layer which ranges in
thickness from 3-9 feet. The stripped topsoil will be stockpiled
at one end of the field as shown on Figure 1. The topsoil will
be placed back on the field prior to completion of the project.
A haul road will be constructed around the borrow area. The haul
road will be a dirt road and will serve as a barrier to prevent
runoff from the borrow pit from entering Indian Creek [See cross
section of Figure 2). At completion, the haul road•will be
removed, underlying soils ripped, and the land shaped where
necessary as part of the reclamation plan.
As the clay is removed, dewatered and hauled to the dam site,
replacement soil will be brought back to the clay borrow area.
The replacement soil will be obtained from the reservoir area.
After unloading clay, the truck driver will proceed to the
reservoir area and load with replacement soil for return to the
Heise Ranch. Diamond Valled Road, a paved county road, connects
the borrow area to the dam access road [See Figure 3]. Damage to
the road caused by trucks will be repaired by the contractor.
The perimeter haul road will sllow convenient room to unload
replacement soil and load dewatered clay destined for the dam.
Dewatered clay will be stockpiled at the southerly end of the
- borrow area as shown on Figure 1.
To minimize surface soil disruption and potential erosion the
clay will be removed one pit at a time. Figure 4 shows the three
major clay deposits and are identified as sites 1, 2, 3.
The clay dewatering process will result in excess water whieh
must be controlled. The excess water will be collected in a pond
located at the northerly end of the borrow area. The pond will
allow solids to settle. The water will then be pumped out of the
pond and will be used to irrigate pasture. The irrigation of the
�
�� f
• r
� pasture will provide a filter which will remove solids which do
not settle out of the pond [See Figure 5].
Erosion will be controlled by excavation that will minimize slope
steepness. Stockpiled soils will be bordered on the downgradient
side by a filter fence. The piles will be sprayed with water
during the summer months to minimize dust. Stockpiles that
remain over the winter will be hydromulched no later than
November 1. Off-site runofP will be routed around the borrow
area to minimize water flow into and across the borrow area.
In summary, the three potential problems will be controlled by
positive action. The access road will prevent direct runoff into
Indian Creek. Water from dewatering will be used for irrigation
oP pasture. Erosion will be controlled by excavation techniques
and straw.
ItL�CLAMATION PLAN �
The reclamation plan is needed to return the pasture to it's
existing condition. The first step requires returning the finish
grade to existing elevations. Replacement soil will be used to
return the grade within 1 foot of existing grade. The last foot
will be placed with previously stockpiled topsoil. Compaction of
the subsoil (below 2-foot depth) will be at 8596 relative
� compaction. The top two feet will be placed in accordance with
SCS Nevada specifications 464, 464-A and 464-1, irrigation Land
Leveling (fields with shallow topsoil or other depth
limitations). The specifications are attached as Exhibit 3. The
finish grade will be 0.2 foot above the desired final grade. The
disturbed area will be hydromulched and poked. After one year
the disturbed area will be disked and reseeded to the following
mixture:
Drummond Timothy: 3 lb/acre
Meadow Foxtail: 3 lb/acre
Regar Meadow Brome Grass: 5 lb/acre
The above seed will be planted together, mixed with rice hulls (1
lb seed with 3 lb rice hulls) and grain drilled to 1/2 inch or
less.
Figure 5 shows the irrigation flow pattern.
�
. �
� .. � ..
�, EXHIBIT 1
LEGAL DESCRIPTION -- CLAY MATERIAL REMOVAL
The right to remove up to 100,000 cubic yard� of clay material
from the following described real property situate in the County
of Alpine, State of California.
All that portion of the Northeast quarter of Section 31, Township
il North, Range 20 East, M.D.M., more particularly described as
follows:
Commencing at the Northeast corner of Section 31; thence along
the East line of said �ection 31, South 00 degree 49' 11" East
1150.00 feet to the True Point of Beginning; thence continuing
South 00 degree 49' 11" East 820.00 feet; thence North 75 degrees
54' 40" We�t 239.46 feet; thence South 60 degrees 07' 26" West
542.03 feet; thence South il degrees 45' 38" West 362.18 feet to
a point on the Northerly line of Diamond Valley Road as de�cribed
in 600k G, Page 299, Official Records of Alpine County; thence
along said Northerly line the following courses, North 89 degrees
17' 10" West 800.00 feet; thence South 00 degrees 42' 50" West
5.00 feet; thence along a curve concave to the South with a
radius of 3025 feet, a central angle of 01 degree 23' 00", an arc
length of 73.03 feet; thence �outh 89 degrees 19' S0" We�t 969.38
� feet to a point on the West line of the Northeast quarter of said
Section 31; thence along said West line North 00 degree 27' 07"
West 1250.00 feet; thence North 72 degrees 45' S6" East 1859.52
feet; thence South 60 degrees 15' 18" East 322.49 feet; thence
South 19 degrees 26' 24" East 360.56 feet; thence North 78
degrees 15' 02" East 449.95 feet to the TRUE POINT OF BEGINNING.
Containing 81.83 acres, more or less.
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Netiada'Specification Irrigation Land Leveling 464 .
� *pplicability
�r�'
This specification applies to levelinq Structure Excavation and Fill.
land for irrigation, based on detailed Excavation and/or fill for
engineerinq survey�and layout. It does structures such as ditches, ditc:
not include drainage land grading or pads, and roadways shall be con-
land smoothinq. structed at the locations and to
the elevations and grades as
In this spec�fication, requirements are shown on the leveling plan.
designed by ",shall" and "must". Option-
al or advisory specifications are des- Finish grade. All leveling work
ignated by "should" or "may". shall be workmanlike and present
a good appearance. Fields shall
Installation be smoothed followinq completion
of cut and fill operations to
Site preparation. The land to be remove minor irregularities. The
leveled shall be cleared of brush, finished field surface shall not
, crop residue, trash, and vegetative vary more than 0.1 feet, plus or
material that can materially reduce minus, from the design grade(s).
the effectiveness of Ieveling opera- Fields with grades of 0.2 percent
tions. ' or less in the direction of irri-
gation should not vary more than
Borrow location. Soil for leveling 0.05 feet, plus or minus, f rom
operations shall be obtained from the design grade(s).
the designated cut areas in the field
� � from other designated borrow areas Acceptance and Cerfification
s specified in the plan. �
Basis of acceptance. The accep-
Levelinq operations. The land shall tability of the land leveling
be leveled to the designed grade or operation shall be determined by
grades. Fills of more than six inches inspections to check compliance
shall be built up by spreading the soil with all provisions of standard
in successive layers of not more than 464, including the design of the
six inch thickness:'� Levelinq operat- -- -leveling job (when designed by
ions shall not be performed when soil the installinq contractor), the
moisture conditions will excessively appurtenances and the minimum _.
damage soil structure. .. construction requirements. The
' � installing contractors certifi-
Construction operation shall be done cation will be accepted as a
in such a manner that erosion and air _ basis of acceptance, in lieu of
and water pollution are minimized inspection on jobs constructed
held within legal lim,i.ts. and/or finished with laser con-
•- trolled equipment.
• ��
Certification and Guarantee. The
' installing contractors shall
certify that his installation
� � complies with the requirements
of this specification. He shall
� , furnish a written guarantee that
protects the owner against defec-
tive workmanship for not less tha
� , one year.
EXHIBIT 3 � SCS Nevada, August 1979
� r � • � !_ '
: � . • .� other depth limitations)
�. .
Applicab�lity ,
T�is�specification applies to leveling Finish grade. All levelinq work
�,�d for irrigation where underlying shall be workmanlike and present
soil conditions limit levelinq opera- a good appearance. Fills should
tions, and the leveling is based on an be smoothed following completion
engineering survey and layout. of cut and fill operations to
remove minor irregularities.
In this specification, requirements The finished field surface shall
are designated by "shall" and "must". not vary more than 0.1 feet plus
Optional or advisory requirements are or minus, from the design grade(s�
designated by�"should" or "may". for fields with irrigation slopes
� of 0.5$ or less, and 0.15 feet
Installation plus or minus from the design
grade(s) for fields with irriga-
Site preparation. The land to be tion slopes greater than 0.5$.
leveled shall be cleared of all trash '�
and debris that can reduce the effec- Basis of Acceptance
tiveness of the leveling. •Minimum '
disturbance shall be made of areas to The acceptability of the land
�be maintained in perennial vegetation. leveling operation shall be
Discing or ripping should be confined determined by inspection to
to cut or borrow areas check compliance with the
requirements of this specifi-
Borrow location. Soil for levelinq cation. .-
operations shall be obtained from the
desiqnated cut areas in the field or
�om other designated borrow areas.
�Levelinq operations. The land shall .
be leveled to the designated grades. �
Fills of more than six (6� inches � �
shall be made in successive layers -
of not more than six (6) inches. �
- Leveling operations shall not be
performed when soil structure will � .
be excessively damaged.
' Construction operations shall be
done in such a manner that erosion
and air and water pollution are -
controlled within legal limits. �
� Structure excavation and fill.
. Excavation and/or fill for structures,
t such as ditches, ditch pads and road-
ways shall be constructed at the loca- �
tions and to the elevations and grades •
shown on the leveling plan.
� �
. �
SCS Nevada, January 1984
• ' . e, , �
• tJe�ada�Supplemeat Irrigation Land Levelinq 464-1
. .
.
Irrigation Land Leveling (Acres) grades determined to the nearest
• 0.1 ft/100 ft. for levelinq plan:
� with irrigation slopes qreater
than 0.2 ft/100 ft. For levelinc
plans with irrigation slopes of
, , 0.2 ft/100 ft. or less, the ele-
Design Criteria vation (or grade rod) at field
stake locations shall be deter-
Bench marks. The elevation of bench mined to the nearest 0.05 ft. anc
marks shall be established to at design grades determined to at
least 0.05 feet far leveling plans with least the nearest 0.05 ft/100 ft.
irrigation slopes greater than 0.2
ft/100 ft. and to D.O1 ft. for level- Field stake reference. ReferencE
ing plans with slnpes of 0.2 ft/100 ft. marks should be established on
or less. stakes wtiere readings are taken
to the nearest 0.05 ft. (and on
Field readings and grades. The ele- all stakes where it may be
vation (or grade rod) at field stake difficult to determine the
locations shall �e determined to at original location of the rod) to
least the nearest �.1 foot, and design facilitate accurate marking of
stakes, except where leveling is
: to be done by laser controlled
equipment.
�
. �
w
� .
�
• SCS Nevada, August 1979
.-�'-�-'' •
� � .. '
. .
� EXHIBIT C
LEGAL DESCRIPTION - DIAMOND VALLEY DAM PARCEL
All that real property in fee situate in the County of Alpine,
State of California, described as follows:
All that portion of the Southwest quarter of Section 31, Township
11 North, Range 20 East, M.D.P4., more particularly described as
follows:
Beginning at the South one-quarter corner of said Section 31;
thence along the South line of said Southwest quarter North 85'
47' 42" West 1960.01 feet; thence North 00 00' 00" East 365.00
feet; thence North 80 59' 36" East 1137.02 feet; thence North 62
20' 21" East 163.71 feet; thence North 90 00' 00" East 487.00
feet; thence North 40 00' 00" East 308.25 feet to a point on the
Easterly line of said Southwest quarter of Section 31; thence
along said Easterly line South 00 27' 07" East 862.16 feet to
the POINT OF BEGINNING, containing 24.49 acres, more or less.
Reserving to the condemnee and its successors and assigns the
right to (i) convey water for irrigation purposes through the new
ditch (depicted on Exhibit 5, Irrigation System Conceptual Map)
� which will be connected to condemnee's irrigation ditch existing
on June 30, 1986; and (ii) use that certain roadway described on
Er.hibit E(Legal Description - Permanent Road Easement) for the
limited purpose of operating said diversion boxes and pipe con-
veyances.
Exhibit 2(Heise Land and Livestock Location Map), Exhibit 4
(Diamond Valley Dam Parcel), and Exhibit 5(Heise Land and Live-
stock Irrigation System Conceptual Map) are attached hereto and
incorporated herein by this reference.
Upon completion of condemnor's project as described in Paragraph
3 of the Amended Complaint (Eminent Domain CCP Section 1250.310)
to which this Exhibit C is attached:
(a) Indian Creek flows will be diverted through the
Harvey Diversion Structure into the Harvey Channel and then back
into Indian Creek downstream from the Harvey Place Dam and Reser-
voir. South Tahoe Public Utility District may, at its discre-
tion, between October 1 and April 1, return up to 30 cfs under
the diversion structure back into the Indian Creek Channel and
divert this water into the Upper Dressler Ditch. This flow will
continue into Indian Creek Reservoir and will be released through
the 24 inch pipeline under the Harvey Place Reservoir into Indian
Creek downstream from the Harvey Place Dam.
�
1
r �
' � .
�
(b) F. Heise Land and Livestock Company historical
supplemental water rights for the Scossa and Trimmer Ranches from
Indian Creek (Claim Numbers 49, 50, 51, and 52 as set forth in
the Final Decree entered by the United States District Court for
the District of Nevada in United States of America v A1 ine Land
& Reservoir Company, et al., Civil No. D-183 BRT) will be con-
veyed through the Harvey Diversion Structure and Channel;
(c) F. Heise Land and Livestock Company may divert ir-
rigation water for Claim Numbers 451, 452, and 466 in said Final
Decree from the Harvey Channel upstream from the Diamond Valley
Dam Parcel and place the water directly into on-farm ditches or
into the Millich Ditch and a new ditch on the Diamond Valley Dam
Parcel for release to on-farm ditches, and these irrigation
waters may be combined with Indian Creek Supplemental Water
(Claim Numbers 49, 50, 51, and 52 in said Final Decree).
(d) A 24 inch pipeline will be constructed from the
Harvey Place outlet works to the irrigation system existing on
June 30, 1986 of F. Heise Land and Livestock Company, to permit
delivery of Trimmer and Scossa water from Indian Creek Reservoir
to these ranches.
The provisions of Paragraphs (a) through (d) herein,
� describe how water will be diverted and conveyed after the con-
struction of the project is completed, and not determinative of
the date of taking the property condemned.
�
2
. �
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HEISE LAND LIVESTOCK CULP•WESNER•CULP
EXHIBIT 5 IRRIGATION SYSTEM CONSUL7ING ENGINEEFiS
CONCEPTUAL MAP uMerro�v.eK u SANT��NAU
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� EXHIBIT D
LEGAL DESCRIPTION - HARVEY CHANNEL LAND PARCEL
All that real property in fee situate in the County of Alpine,
State of California, described as follows:
All that portion of Section 36, Township 11 North, Range 20 East,
M.D.M., and the Southwest quarter of Section 31, Township 11
North, Range 20 East, M.D.M., more particularly described as
f ollows:
Beginning at the South one-quarter corner of said Section 36;
thence along the North-South centerline of said Section 36, North
00 20' 07" East 820.00 feet; thence South 29 31' 48" East
760.83 feet; thence along the following courses and distances:
North 50° 27' 32" East 416.25 feet; North 69 50' 18" East 493.22
feet; North 90° 00' 00" East 162.00 feet; South 71 58' 22" East
177.72 feet; South 57 48' 15" East 144.25 feet; South 39 39'
25" East 197.43 feet; South 83 54' 00" East 131.75 feet; South
76° 53' 27" East 149.91 feet; North 83 09' 34" East 929.65 feet;
North 87° 45' 01" East 280.22 feet; thence South 00 00' 00" West
365.00 feet to a point on the South line of the Southwest quarter
of said Section •31 ; thence along the South line of the Southwest
quarter North 89 47' 42" West 596.00 feet to the Township corner
of Township 11 North, Ranges 19 and 20 East, M.D.M., thence along
the South line of said Southeast quarter of Section 36, South 89
57' 02" West 2665.03 feet to the POINT OF BEGINNING. Containing
29.90 acres, more or less.
Reserving to tne condemnee and its successors and assigns th�
right to (i) use the Harvey Channel (as shown on Exhibit 6) to
convey water for irrigation purposes to lands irrigated by the
condemnee; (ii) use five (5) outlet structures from the Harvey
Channel (as shown on Exhibit 6), said outlet structures to be
connected by pipe conveyances to condemnee's irrigation ditches
(as shown on Exhibit 5) existing on June 30, 1986; and (iii) use
that certain roadway described on Exhibit E in the Amended and
Supplementai Complaint in Alpine County Superior Court Action No.
909 for the limited purpose of operating said outlet structures
and pipe conveyances.
Exhibit 2(Heise Land and Livestock Location Map) and Exhibit 6
(Harvey Channel Land Parcel Map) are attached hereto and incor-
porated herein by this reference.
Upon completion of condemnor's project as described in Paragraph
3 of the Amended Complaint (Eminent Domain CCP Section 1250.31U)
to which this Exhibit D is attached:
' 3,:�
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✓ � .
(a) Indian Creek flows will be diverted through the
Harvey Diversion Structure into the Harvey Channel and then back
into Indian Creek downstream from the Harvey Place Dam and Reser-
voir. South Tahoe Public Utility District may, at its discre-
tion, between October 1 and April 1, return up to 30 cfs under
the diversion structure back into the Indian Creek Channel and
divert this water into the Upper Dressler Ditch. This flow will
continue into Indian Creek Reservoir and will be released through
the 24 inch pipeline under the Harvey Place Reservoir into Indian
Creek downstream from the Harvey Place Dam;
(b) F. Heise Land and Livestock Company historical sup-
plemental water rights for the Scossa and Trimmer Ranches from
Indian Creek (Claim Numbers 49, 50, 51, and 52 as set forth in
the Final Decree entered by the United States District Court for
the District of Nevada in United States of America v. Alpine Land
& Reservoir Company, et al., Civil No. D-183 BRT) will be con-
veyed through the Harvey Diversion Structure and Channel;
(c) F. Heise Land and Livestock Company may, at its
discretion, utilize the Harvey Channel to convey irrigation water
normally conveyed by Millich Ditch to irrigate lands covered by
water right Claim Numbers 451, 452, and 466 combined with Indian
Creek Supplemental Water Rights Claim Numbers 49, 50, 51, and 52.
Heise Land and Livestock Company may divert directly to on-farm
ditches or use the channel in conjunction with the Millich Ditch.
The provisions of Paragra hs (a) throu h c herein
P g ( ) ,
describe how water will be diverted and conveyed after the con-
struction of the project is completed, and are not determinative
of the date of taking the property condemned.
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HEISE LAND &'LNESTOCK Cu�a
' EXHIBR 2 ' " coNSU�rwe ENC�NeEas
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EXNIBfT 5 IRRIGATION SYSTEM CONSUITING ENG�NEERS
CO NCEPTUAL MAP u..c+c�.... ._, ..,, ..,,, _.
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EXHIBIT E
LEGAL DESCRIPTION - PERMANENT ROAD EASEMENT
Except as provided herein below, a permanent and exclusive ease-
ment on, over, upon and across all that real property situate in
the County of Alpine, State of Caliornia, described as follows:
All that portion of Section 31, Township 11 North, Range 20 East,
M.D.M., more particularly described as follows:
Commencing at the South one-quarter corner of said Section 31;
th�ence North 00 27' 07" West 2673.46 feet to a point on the
Southerly line of Diamond Valley Road as described in Book G,
Page 199, Official Records of Alpine County; thence North 89" 45'
57" East 734.01 feet to the TRUE POINT OF BEGINNING, said point
being on the centerline of a 50' roadway easement for construc-
tion and subsequent permanent use; thence along the following
courses and distances: South 01 39' 30" East 795.37 feet to the
beginning of a tangent curve to the right with a radius of 150
feet and a central angle of 68 57' 17"; thence along said curve
an arc length of 180.52 feet; thence South 67 17' 47" West
529.78 feet to the beginning of a tangent curve to the left with
a radius of 300 feet and a central angle of 19 22' 46"; thence
along said curve an arc length of 101.47 feet; thence South 47
55' O1" P7est 148.92 feet to the beginning of a tangent curve to
the left with a radius of 300 feet and a central angle of 8 27'
22"; thence along said curve an arc length of 44.28 feet; South
39° 27' 39" West 400.99 feet to the beginning of a tangent curve
to the left with a radius of 300 feet and a central angle of 9
02' S0"; thence along said curve an arc length of 47.37 feet;
thence South 30 24' 49" West 286.95 feet to the beginning of a
tangent curve to the right with a radius of 300 feet and a
central angle of 30 43' 16"; thence along said curve an arc
length of 160.85 feet; thence South 61 08' 05" West 31.52 feet,
said line being the terminus of the easement description. Said
tErminus bears North 45 38' 01" West 895.25 feet from the South
one-quarter corner of said Section 31. Containing 3.21 acres,
more or less.
Reserving to condemnee the right to use the above described ease-
ment for the limited purpose of ingress and egress for the opera-
tion and maintenance of the diversion boxes and pipe conveyances
described in Exhibits C and D in the Amended and Supplemental
Complaint in Alpine County Superior Court Action No. 909.
Exhibit 2(Heise Land and Livestock Location Map) and Exhibit 7
(Permanent Road Easement Map) are attached hereto and incor-
porated herein by this reference.
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EXHIBIT 2 • OCK CONSULT�NG ENGU�EERS
LOCATION MAP '
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� EXHIBIT F
LEGAL DESCRIPTION - DIAMOND DITCH SCOSSA PARCEL
All that real property in fee situate in the County of Alpine,
State of California, described as follows:
All that portion of the North half of the Southeast quarter of
Section 31, Township 11 North, Range 20 East, M.D.M., more par-
ticularly described as follows:
Beginning at the Southeast corner of the North half of the
Southeast quarter; thence along the South line of said North half
of the Southeast quarter, South 89 51' 11" West 1880.52 feet•
thence North 51 ° 24' 30" East 409.60 feet; thence North 73 12'
53" East 462.90 feet; thence North 84 08' 04" East 336.04 feet;
thence North 66 ° 46' 28" East 271 .16 feet; thence South 76 53'
30" East 351.10 feet; thence South 34 16' 20" East 336.30 feet
to a point on the East line of said Southeast quarter; thence
along said East Line South 00 ° 49' 1 1" East 1 68. 1 0 feet to the
POINT OF BEGINNING. Containing 15.17 acres, more or less.
Exhibit 2(Heise Land and Livestock Company Location Map) and Ex-
hibit 8(Diamond Ditch Scossa Parcel A9ap) are attached hereto and
incorporated herein by this reference.
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EXHIBIT H
� LEGAL DESCRIPTION
DIAMOND DITCH AND ACCESS ROAD EASEMENT
Except as provided herein below, a permanent and exclusive ease-
ment over, upon, under, and across the real property situate in
the County of Alpine, State of California, described as follows:
All that portion of the Northwest 1/4 of Section 32, Township 11
North, Range 20 East, M.D.M., described as foilows:
BEGINNING at a point on the North line of said Section 32 from
which point the Northwest corner of said section marked by a 2
inch diameter capped iron pipe stamped appropriately for section
corner and LS 4029 1983 bears South 89 03' 33" ��7est 773.84
feet; thence from said POINT OF BEGINNING along the North line of
said Section 32, North 89 03' 32" East 141.79 feet; thence leav-
ing said section line South 35 18' S1" East 445.46 feet; thence
South 38 44' 10" East 525.58 feet; thence South 4G 09' 17" East
181.87 feet; thence South 65° 53' 16" East 157.62 feet; thence
South 86° 03' 02" East 380.54 feet; thence South 07° 31' 17" East
297.95 feet; thence South 86 51' 39" East B0.50 feet; thence
North 79 00' 04" East 117.87 feet; thence North 69 26' 04" East
55.61 feet; thence North 84 34' 25" East 220.42 feet; thence
� North 61 43' 31" East 37.58 feet to a point on the East line of
the northeast 1/4 of said Section 32; thence along said East
line South 00 19' 35" East 56.60 feet; thence leaving said East
line South 61 43' 31" West 21.16 feet; thence South 84 34' 25"
West 223.88 feet; thence South 69 26' 04" West 53.15 feet;
thence South 79 ° 00' 04" West 1 28.25 feet; thence North 86 ° 51 '
39" �vest 36.83 feet; thence South 07 12' 21" East 194.91 feet to
a point on the Northerly right of way line of Diamond Valley
Road; thence along said right of way along a 20.30 foot radius
curve to the left, through an angle of 04 ° 23' 42" the chord of
which bears South 67 16' 33" West 155.68 feet; thence leaving
said right of way line North 07° 12' 21" West 280.25 f eet; thence
North 85 38' S1" West 356.72 feet; thence North 75° 54' 27" West
162.64 feet; thence North 52 42' 01" West 286.92 feet; thence
North 39 01' 02" West 426.18 feet; thence North 29 46' 24" West
153.56 feet; thence North 23 42' 17" West 195.00 feet; thence
North 26 58' 10" West 241.62 feet; thence North 18° 00' S8" West
91.79 feet; thence North 05 28' 31" West 125.68 feet to the
POINT OF BEGINNING. Containing 14.08 acres more or less. For
the purpose of constructing, reconstructing, rehabilitating,
rnaintaining, and operating the existing Diamond Ditch and a por-
tion of the existing Diamond Ditch siphon, which Ditch and por-
tion of the existing siphon are situate within the aforementioned
described easement, and the right to construct, maintain, and
operate a portion of a new siphon parallel to said existing
siphon all within the aforementioned easement. Also, for the
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� purpose of constructing, maintaining, and reconstructing a road
(unpaved) from Diamond Valley Road to the northerly end of the
Diamond Ditch.
Reserving to the condemnee the right to use the road on the above
described easement for agricultural purposes only.
Exhibit 2(Heise Land and Livestock Location �iap) and Exhibit 10
(Diamond Ditch Easement raap) are attached hereto and incorporated
herein by this reference.
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� HE1SE I.AND & LNESTOCK • CUtp•wESNER•CULP
co�,cu�*«c lNGtHEERS
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CUIP•WESNER•CULP
DIAMOND DITCH CONSULTING ENGINEEFlS
EXHIBIT 10 EASEMENT MAP
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