HomeMy WebLinkAbout; ; ENGINEERING REPORT TO THE CARLSBAD MUNICIPAL WATER DISTRICT; 1995-06-01·C
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ENGINEERING REPORT
to the
CARLSBAD MUNICIPAL WATER DISTRICT
JUNE, 1955
Board of Directors
Billy C.
Allan O. Kelly
Max O. Ewald
Fry, President
William W. Rogers
Patrick E. Zahler
BOYLE ENGINEERING
Santa Ana San Diego
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SECTION
I
II
III
IV
V
VI
VII
VIII
IX
X
XI
XII
XIII
XIV
XVI
CONTENTS --------
GENERAL AlID INTRODUCTORY
PRESL:llT STATUS OF 1'1AT:illR SU?PLY
PRESENT STATUS OF AGRICULTURE IN THE DISTRICT
PO?UL,~TIOH STUDY AlID PREDICTION
PRE:3;:;ifT DUTY OF WATER
HISTORY OF ASSESSED VALUATIONS IN T!G DISTRICT
PREDICTED TREND IN ASSESSED VALUATIOi~
SOILS STUDY A1JD AG::tICULTURAL POTENTIAL
ESTIMATZD UnEAH .AJID AGRI CULTUML DEVELOP!,!"C:}[T
.AllD T'.tG DUTY OF WATER
ESTIMATED TREiID IN WATER !El-!A..'W
PRESE!:IT POSITIOlT OF THE 1fATER AUTHORITY
AS IT AFFECTS T1rE C,M,'J,D,
RES:E.'WOIR SITES
PRO?OSI:D llATER SYSTEM -IlUTIAL Al>lD ULTIMJ.TE
ESTIMATED COST
METHOD OF FINAJ:!Cii'IG
COHCLUSIONS
PAGE NO,
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2
4
6
10
12
13
14
16
16
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17
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TllJll CARLSBAD KtllHCIPAL 'IATER DISTRICT
I. GEN.ER.AL AHD INTRODUCTORY: The Carlsbad Municipal Water District is bounded
on the North by Bueno. Vista Lagoon, Buena Vista Creek, and Marone Canyon; on the
East by San li'rancisco Peak, Mount Hinton, Spillway 349, Rancho de los Q,uiotes,
and San Marcos Creek; on the South by San Marcos Creel~ and Batiquitos Lagoon, and
on the West by the Pacific Ocean. The gross land area of the District is approx-
imately 21 1000 acres, and its topography ranges from a coastal strip of marine
sedimentary deposits and salt marshes to gently rolling, semi-barren terrain,
increasing in elevation to the East and Southeast, with the greatest altitude a
summit of 73S feet in the Southeast sector. The soil pattern varies from rather
shallow fine loans and sands in the coastal strip to Fallbrook and Vista loams in
the elevated regions East of El Camino Real. Q,ualified authorities have rated the
Fallbrook and Vista loams as the oost important agricultural soils in the Dis-
trict. (l) In addition to the urban area of Carlsbad, the coastal region West of
El Camino Real is presently developed to flowers, winter vegtables, and avocados;
the inland elevated regions have not fully realized their agricultural potential
because of lack of water. The rainfall expectation for the District is low,
between Oceanside Is 12 inches and San Diego Is 10 inches annual average, and the
entire County has a history of periodically recurring droughts. ( 2) The City of
Carlsbad was incorporated in 1952 and is located in the northwestern 2,500 acres
of the District. The present population is 671,9(3) for the City of Carlsbad and
about 1,200 for the remaining area, an estimated total of S,OOO. The new Encina
"' Power Station of the San Diego Gas and Electric Company is a heaV"J investment in
(1)
(2)
(3)
Ill
Soil survey of the Oceanside Area by Storie & Cal"'.lenter for the US Dept.of Agric
Weather Bureau Records; 1929 Report by Q,uinton, Code & Hill; Section III of
First Annual Report, San Diego County 11ater Authority.
Special u.s. Census. (1954)
See January 1955 Civil Engineering.
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the increasing power demand and future development of the entire Uorth Coastal
Area, There is an evident trend toward subdivision, particularly along the
coastal strip and the inland hills adjacent to the City of Carlsbad, The rate
of growth of the Carlsbad District has been and will continue to be largely a
function of the quality and quantity of its water supply, The Carlsbad Mutual
Hater Co, has been drawing the major part of its water supply from the Mission
Basin of the San Luis Rey Watershed, but the increasing drafts of the past 20
years have lowered the water table to the point where sea water intrusion is
threatening the quality of the local supply, (ij:) In June of 1954 the Mutual
negotiated for about one-half of their total water requirement from the San Diego
....
County Water Authority through the Fallbrook-Oceanside Pipeline, The blending
of Mission :Basin well water and Colorado River water has reduced the chloride con-
** tent of Mutual 1s supply from about 300 ppm to 120 ppm,
II, PRESEl'IT STATUS OF 1iATER SUPPLY: (a) At the present time the principal
agency for the supply and distribution of water within the District is the Carls-
bad Mutual Water Company, The Company sells water to its shareholders at cost
based upon its water right in the Mission :Basin of the San Luis Rey River, The
Carlsbad Mutual has fulfilled its responsibilities in the past through wells
drilled into the :Basin, and has maintained a daily reserve through s tora;:;e of
about seven million gallons in addition to a permanent roservoir at Lake Calavera,
The Carlsbad Mutual 1iater Company reports 2775 a,f,/year as the average metered
demand for the seven years, 1947-1954. Its records show that the Mutual has been
having trouble with salt water intrusion into the Mission Basin supply and is now
(4) March 1950 Report on the Mission Basin by Sonderegger
"'* Report -Carlsbad Mutual Water Company
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J:1eeting about one-half of its demand with Colorado River water froJ:1 the San Diego
County Veter Authority,
(b) The Terra.l!iar Water Company is a privately owned p-11blic utility which supplies
relatively small ~uantities of water to the central and southwestern areas of the
District, It is presently buying about one-half an aero foot of water a day from
the Carlsbad Mutual Water Company and obtains its other supplies from wells drill-
ed some four to five miles inland, :Between December 1953 and Uovembor 1954 the
(6) Terramar Company pumped about 300 acre feet of wats~ from these wells, This
compaey has been using a narrow finger-shaped basin imJ:1ediately southwest of the
Agua nodionda Lagoon as an irrigation reservoir, This lake impounds possibly
lOO a,f, of irrigation storage only; storage tanks hold l,l million gallons of
well water for doJ:1ostic use, Tho total production of Terra.mar, domestic and
irrigation, is about 450 a,f,/year,
(c) The San Luis Rey Watershed, of which the Mission and :Bonsall Basins are the
most westerly,
California, ( 7)
is one of the large natural underground reservoirs in Southern
According to Volk(S) tho estimated consumptive use from the two
basins, incl'Clding draft by Fallbrook, Oceanside, and Carlsbad, was about 12,505
acre feet per annum in 1946, Of recent yen.rs the usefulness of the Mission Basin
has been reduced because of increasing concentrations of chlorides, However, a
reasonable time of relief from excessive pumping plus natural re-charge from in-
filtration will help to restore the basin as an acceptable local source of dom,-
estic and irrigation water, It is expected that the developmant of a full ~uoba
of Colorado River water will enable tho basin in timo to recover its value as a
local source of well wator,
(6)
( 7)
(S)
From Records of II', D, Cannon, owner Terramar 1'1ater Company,
C, S, Alverson1s Report of the Dept. of Water to the Common Council
(San Dtego) on the San Luis Rey River (1915).
Report 11 Safe Yield Bonsall Reservoir and Mission Underground Basin (1945)11,
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ESTIMATED PRi::SEHT 1/ATER SUPPLY
SOURCE AMOU11T BASIS FOR ESTUIA'l!E
Carlsbad Mutual 1fater Co. 2775 a,f,/year 7 year average from Co, records
!I'trremar Water Company 450 a.f./year Well logs and compaey records
Treated sewage effluent & other 2 a,f./yaar Field observations
TOTAL 3275 a.f./year
III. PBESENT STATUS OF AGRICULTURE IH THE DISTRICT: The Carlsbad District is
relatively 'lllldeveloped agriculturally because of insufficient water. An adequate
supply of water of suitable quality would 'lllldoubtedly result in a considerable
increase in agricultural activity including truck gardening, flowers, citrus, and
avocados. If 135 gallons per capita per day dooestic consumption is assumed, the
reoainder left for irrigation is 2064 a,f,hrear, .According to the Carlsbad office
of the Cruavo Growers Association of Southern California, the estimated acreage at
present devoted to avocados amounts to 350, all West of El Camino Real. The same
source reports about 50 acres planted to lemons and limes, Flowers and bulbs
acco'Ullt for an estimated 450 acres in the District, and truck gardening and row
crops take up another 450 acres. The following estimate of agricultural use and
water oonsumption emerges froo this data.
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ESTIMATE OF PRESEli'T CROP :P1STRIBUTI01T Alm ltATZR COHSUMPTI01T
Avocados
Citrus
Flowers
Row Crops
Est, Area
350 acres
50 acres
450 acres
450 acres
1300 acres
Est, ifater Application
1,5 a,f./acre/year
1,5 a,f,/acre/year
1,7 a.f,/acre/year
1.55a.f./acre/year
Totals
525 a. f. /year
75 a,f,/year
765 a,f,/year
699 a.f./year
2064 a. f, /year
Field Crops 700 acres: so called dry crops -require no irrigation
Pasture 9000 acres: available for agriculture with water
Unclassified 6200 acres: land that does not appear to be used for anything
at all at present. To be considered productive lend,
Subdivision
Wasteland
100 acres: current estimate
200 acres: rocky, eroded, etc,
Carlsbad City 2500 acres: urban
Lagoon & Beach 1000 acres: totally unproductive
21,000 acres (gross)
2064 irrigation
~ domestic
3275 a,f./year
To s=narize the present estimate, about 1300 acres are productive, using less
quantity and until recently lower quality than theoretical needs, The citrus
and avocado development in the district has been definitely retarded by the s1:1all
quantity and increasing salinity of the present supply, The production of flowers
and row crops will rise as soon as additional water at a reasonable ,:,rice becomes
available, Finall7, according to the U,S, Department of Agriculture, Soil Conser-
vation Service, based upon past studies and preliminary reports of a detailed
study of soil distribution in the Carlsbad-Encinitas region to be completed 1n
C 1956, the Carlsbad area is rated ten ta ti vely as follows at present:
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Unclassified -15% (3,150 acres)
Land Suited for Cultivation -41% (8,610 acres)
Land Uot Suited for Cultivation -44% (9,240 acres)
lly land not suitable for cultivation is meant specifically untillable land in the
sense that side slopes are too steep for cultivating row crops, etc, It should be
remembered that many of these side slopes will support avocado and citrus groves
if suitable water is made available, Land suited for cultivation refers to those
tracts which are relatively level and are easily worked and maintained with con-
ventional fa1,ning methods and machinery, The unclassified acreage includes in
part that which is out of the picture agriculturally such as salt marshes, rocky
outcrops, etc,, and in part reflocts the fgct that the present survey is not yet
complete, In connection with these estimates it can be said that a study of
existing development in the Vista and Rancho Santa Fe areas gives an insight into
the 911'icultural potential of the Carlsbad District with an adequate and well
distributed water supply,
IV, POJ?ULATIOU STUDY A11D PREDICTIOU: Plate Ho, l, based upon official United
States Census figures, shows that the Carlsbad District fits into the pattern of
growth established by state, county, city, and smaller districts in San Diego
County since the turn of the century, The increase of population in Southern
California has been rapid since 1920 and particularly so since the end of world
war II, It is significant that there is no apparent evidence that the population
is levelling off, even after thirt;<rfive years of almost unprecedented growth,
It appears to be almost incontrovertible that the Carlsbad Municipal Water Dis-
trict, the least developed of all the entities shown in Plate 1, is on the verge
of its period of greatest expansion. The actual prediction of population is not
something that can be set down gs a certainty. In the case of the CMWD howevor,
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the basis for analysis becomes more rational if the assumption is made that water
will be available, and if the District is considered as a part urban, part agri-
cultural entity. Chart 3 shows a suggested division of the District into assessed
valuation zones, including an estimate for the relative valuations for each zone
for different years, Zone I includes the City of Carlsbad, Zone II including the
coastal strip and the :Sncina Steam Station of the Son Diego Gas and Electric Com-
pan;i•, is e:;:pected to be developed primaril;• to subdivision and light industry.
The area included in Zones I and II is estimated at present to be carrying over
95 percent of the total assessed valuations of the CiJ!l.1D, secured, unsecured and
public utility. It is semi-urban now and b;i• the year 2000 with extensive sub-
division, varied light industry, and Encina financed to near ultimate capacity,
will be almost completely urban, It is estimated that 9000 acres of the District·;
will eventually become urban. The acrea,gll included in Zones III and IV is at
present the most underdeveloped in the entire District. Good deposits of the
highly regarded Fallbrook fine sand;\• loams and other loams of agricultural poten-
tial are found here. It is predicted that this area will develop almost exclusivel;
to agriculture t<hen ,mter becomes available. An ultimate population forecast for
the CMl'/D can now be calculated based upon a breakdown of 9000 acres urban and
11,000 acres to agriculture, the remainder being lost to lagoon and wasteland.
Past experience and water sup,,ly statistics ascribe an average of about 10 people
to an urban acre, and about l to l l/2 people to an average agricultural acre,
This wor!ts out to an ultimate population for the C,:,,rlsbad Municipal ~later District
of about 110,000. It is not expected that this populati~n will be recorded until
well into the twenty-first century, but with the ultimate fixed in mind it is
possible to project the official U, S. Census for Carlsbad as followl:
Year
Population
1970
28,000
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2000
70,000
2050
110,000
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The following additional considerations are offered in support of this projection:
A logical method of population prediction is based upon a saturation
concept tied in with economic, climatological, or other factors of rational bear-
ing. Factors affecting population growth are climate and natural beauty of
terrain; convenient and diverse recreational facilities; accessibility of public
transportation and populated urban centers; availability of homesites; etc. No
one questions the attractions of the District as a place in which to live, The
recreational facilities include the Pacific Ocean and fine beach strands; plus
plans for a developed harbor at Agua Eedionda for small boat owners, The Santa
Fe Railroad runs the length of the District from North to South, The cities of
San Diego, Carlsbad, and Escondido are all within convenient distance, The coast-
al strip from Agua Eedionda to Batiquitos Lagoon is one of the few remaining un-
subdivided tracts along the Southern California coast, The potential for sub-
division and homesites in this area is great and there is strong evidence that the
landowners are thinking in terms of future subdivision, The accessibility of the
hills east and southeast of the City of Carlsbad and the sweeping panoramic views
from these hills make them very attractive as sites for homesteads. Finally, the
Encina steam station now being developed by the San Die,c,;o Gas and Electric Company
is designed to meet the future power requirements of the entire North Coastal area,
and will add to the financial stability of local governmental units as a result of
its large assessed value, All this produces pressure for population increase, but
it is felt the.t the full effect of these factors upon population growth will only
follow m adequate developed water supply,
A good study of population trends in San Diego County is included in the
1952 SE1/AGE REPORT submitted to the County by Caldwell, Hyde, and Rawn, Los Angeles
Consultants. Plate II shows population prediction curves for the County, North
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Coastal Area, and Oceanside, drawn fror.1 estimates prepared by Caldwell, Hyde and
Rawn who have used the well-known logistic curve r.iethod of projection which, in
their analysis, is based upon a saturation concept tied in with ultimate foresee-
able water su;pply, Included in the curves is the population forecast developed
in this section, The predicted trend of population for the Carlsbad Municipal
Water District, developed independently froo a different basic analysis, matches
the pattern of curves developed from tho studies of Caldwell, Hyde, and Rawn,
Additional opinions in connection with population predictions 1n Cali-
fornia can be read in a paper presented before the Hydraulics Division of the
.American Society of Civil Engineers in San Diego, by Wllliam L, Berry, Principal
Hydraulic Engineer for the California State Division of lfater Resources. This
Engineer estimates an ultimate population of 4o,70S,OOO for the State of Cali-
fornia, and further estimates that of this ultimate 19,182,000 people are ex-
pected to live in a 13,000 square mile coastal strip, beginning just below Santa
Barbara and extending 250 miles South to the Mexican Border, at an average in-
land depth of about 50 oiles, This would include about 70 percent of San Diego
County.
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v. PRESENT DUTY OF liATER:
A.
DATE
1923
1926
1929
1929
1930)
1933)
l939-4o
1946
SUmary of Reports Ma.de in the Past:
SOURCE
Sonderegger &
Hincks. L, A.
Sonderegger
Q;uinton, Code 0 & Hill. L.A,
Storie &
Carpenter
(Fortier & Young
(u.s. Dept, of
(Agric, & Calif.
(Dept. Pub. \'lks.
Muckel & Blaney
Volk
DU 1rY
1.44 a,f,/year
1. 57 a, fo /year
l,53 a,f./year
1,5 a.f./year
1,40 a,f,/year
1,70 a,f./year
1,62 a. f. /yee,r
REMARKS
Gross duty based upon 1000 acres
under irrigation,
Gross duty based upon 2000 acres
under irrigation,
Gross duty, Intended to apply to
developed land only, Higher tem-
porary duties for undeveloped
land.,
Repor ~ed to ther:1 by Oceanside
Mutual, now Carlsbad Mutual.
Net seasonal irrigational re-
quirer:1ent for San Diego County,
Aggregate average including 15%
losses,
Aggregate average including 15%
losses,
~. Present Analysis: Fron a study of past reports alone it might ap~ear
reasonable to apply a duty of 1.5 a,f,/year to the Carlsbnd Municipal Water Dis-
trict, This would ar:1ount to 30,000 a.f,/year based upon 20,000 net acres. Fortu-
nately it is possible to check this figure by using the latest water production
data available for several classes of users. Plate VII, Curve Set B, indicates
that a duty of 1,5 a,f,/yoar might perhaps apyly to an urbnn consumer such as the
City of San Diego if its development were close to ultir:1ate, Curve Set Con
Plate VII provides statistical evidence for a per capita wator production ind.ex
that can be applied. to the ci~m if it is kept in nind. that the District is to be
regarded. as a cor:1bination urban-agricultural entity, Set C shows a clear grouping
between what are pri!ll,_'1rily agricultural districts such as the Fallbrook FUD, and
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urban areas such as the City of San Diego. As time passes and all the users in-
volved near their ultimate development it is expected that the indexes of tho
agricultural consumers will shift closer to unity and that tho urban index per
capita will shift toward 0,10, A tabulation showing these expected variations
appears at the end of this section, It is felt that Carlsbadls present index of
o.45 for wa ter consumption per acre served (P::.ate vn, Curve Set B) reflects the
District·, s pre$em low stage of water deve:i.opmen';, !I'he ).)Opulation increases dis-
cussed in Section I'/' will create additional denand i'or water and the index will
rise with the increased demand, lt is expec'ued t.hat .he entire array of curves
in Set B will rise as the ul tia'1te developmen'u ia approached and that the CMI/DI s
index of ultinate water production per acre served will reach 1.2.
C. Conclusions; Reports made in the past indicate an average duty of 1.53
acre feet per acre served, Some of them cover only a few thousand acres and all
are gross figures, It is believed that a duty of 1.53 ap~lied to the Carlsbad
Municipal Water District is out of lino with the facts as shown in Plate VII.
When it is noted that the City of Snn Diego's present index of water production
per acre served is only 1.3 it is not possible to justify an index greater than
1.3 for the Carlsbad District evon if allowances are mnde for ultimate devolopmont.
It is therefore. recomnonded that 1.2 aero foet per acre be ,:qy,)liod tu tho Carlsbad
Municipal \'later District; based upon a net acre~.ge of 20,000 this computes to an
ultinate duty of 0,bout 24,000 acre feet por year.
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TA:SULATION
Prodictea:---w'iitor-Prod. Index Duty
Yoar Clasaificntion Pop~~on Acre Feet/Capita/Year Acre Feet/Year
1970 Urban 25,000 o.4o5 10,100
Agricultural ....hQ.9.Q .s 2,4oo
28,000 12,500
2000 Urban 58,000 .2 11,600 Agricultural .!_?,000 ,. lJ7 11,700
10,000 23,300
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VL .!J:!.STORY OF ASS,lSS~_VALUATIOl~S IU T.!£'!.~~tl.!~:.cir,1 A record of valuations taken
from the County Assessor is Office for tho CarlBbad Union School District is given
here, Tho area covered matches closely tmt of the Carlsbad Municipal l'lator Dis-
trict. The sum of secured and unsecured valuations cnn be regarded as somewhat
high for the water district. For instance the 1954 figures for the school dis-
trict (secured and unsecured) amount to $10,375,150 as against a total of
$ 9,051,290 reported for the we.tor district in the Sth Annual Report of the 'JIU;..
It is felt that in general the figures as given present a fair idea of the valua-
tions history of the Cnrlsbad MWD, and they are plotted accordingly on Plate V,
Curve Set A.
Year -1937 193g
1939 1940 1941
1942
1943 1944
1945
1946
1947 194s
1949
1950
1951
1952
1953 1954
Secured Value
$ 2,508,440
2,537,440 2,450,070
2,399,170 2,426,660
2,665,570
2,731,1so
2,844,090
3,053,730
3,235,250
3,533,000
4,560,970
4,899,020
5,1s7,050
5,591,650
5,993,700 7,608,100
10,375,150
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Unsecured Vnluo
u
0
R
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0
R
D
$ 53,460
61,990
103,810
15s,s90
147,850
145,280
153,4so
186,590
245,630
237,200
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The increases in assessed voiuntions in 1953 and 1954 can be attributed in part to
a general rise throughout the entire County nnd partly to building activity total-
ling$ 2,980,323 in 1953-1954,<9) Public utilities such as tho Enoina Power Sto.,-
tion of the Snn Diego Gas and Eloctric Company nt Agua Hedionda are evaluated
officially by the State Board of Equalization and therefore do not nppenr in the
county assessor's figures. According to reliable sources the present expenditure
on the development, including land and dredging, is about$ 24,000,000 with the
ultil!lnte investment expected to pass$ 60,000,000, Tho figure of$ 16,600,000
given for total assessed valuation in 1955 as shown on Chart 4 includes on esti-
mate for tho initial valuation of tho Encina Power St;,,tion, in addition to an
estimated present valuation for the District of$ 9,300,000.
VII. PREDICTED TRElID IlT ASSESSED VALUATIOH: Plate IV is derived from titatistics
which appear in tho Sth Annual Report of tho OWA. A study of tho gre.phs indicates
than an approach for predicting futures in valuations in Southern California l!lllY
be made on a per capita basis. If a logical prediction of population is assuned,
tho problem narrows down to the selection of a multiplying factor which will yield
a valuation prediction related to population. Statistics of valuations divided
by population in the County from 1920 to 1954 provide figures which range from
$ 319 per capita for Ocennsido in 1920 to about $ 1000 per capita in 1954.
Escondido 1s present ind.ox is about 1230 and tho City of Snn Diogo 1s is about 11250
Tho CMWD, with 1955 osti!l11'.ted vnluntion of$ 9,300,000 and population of 8000, has
an index of 1162. lt is recognized that those factors are by no means const~t,
and are not always consistent fro1:1 year to yeor. Hovertheless it is believed that
they do provide a basis for long-range osti1:1ate that cnn bo regnrded ns reliable.
Additional study of Graph :s, l?latc IV shows that the OMIID st,;inds reasonably
placed between tho high md the low vn.luo.tions par capita for other entities in
( 9) So.n Diego Union. Jnnunrj' 3, 1955. Construction Report Carlsbad City
Building Clerk,
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Southern California, developed and undeveloped, It is not expoctod that anything
will occur in tho foreseeable future to alter the pattern of this grouping
radically, Possibly, in the case of tho CMWD, the ratio of valuations to popu-
lation will increase sl ightl;r with development, In this report the present
index of 1162 is used to 1975 1 and from there on to tho ultimate an index of 1182
is used, It is concluded, therefore, th~,t tho assessed valuation of the region,
secured and unsecured, will roach$ 32,600,000 by 1970 with a predicted popula-
tion of 28,000 and is expected to reach $ 62,700,000 by t,he year 2000 with a
predicted population of 70,000, When the esti.matod assessment for tho Encina
Power Plant is added these figures increase substantially, Chart 4 shows the ex-
pected distribution of valuations by zones. The figures for zone II reflect the
entire weight of tho estinated Encina Power Plant evaluation,
TABULATION ----------
Year
Assessments Secured and Unsecured
l'ublic Utility
TOTALS
1955
$9,300,000
7,500,000
$16,soo,ooo
1970
$32,600,000
11,900,000
$45,500~000
Plate VI, Curve ll shows this prediction graphically,
Plate V, shows the zonal prediction,
2000
$82,700,000
20,000,000
$102,700,000
VIII, SOILS STUDY .AND AGRICULTURAL POTEHTIAL: The series 1929 Soil Survey of the
Oceanside Area, compiled by Storie and Carpenter for the United States Departnent
of Agriculture is tho official source of soils data for tho Carlsbad Municipal
Water District. A detailed soil survey of the Carlsbad-Encinitas area is now pro-
ceeding undor the direction of J.11,GarH.llghouee, U,S. Government conservationist,
but it is not expected that any official releases from this study will be publish-
ed until the year 1956, Mr. Garlinghouso has aided in the analysis by pointing
out tho relative degroc of accuracy of tho Series 1929 report, The follo1,ing
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breakdown of soil types, their estimated extent and their potential is based upon
study of tho 1929 report and conversations with Mr. Garlinghouse nnd individual
ranchers in tho District.
Est.Area
lS,000
3,500
1,700
900
2,700
1,000
200
21,000
acres
TOTAL
Soil Types
Granitic loams 1
sandy looms &
ail ts, Fall-
brook and
Vista loams,
Fine sandy
loams underlain
with marine sod-
imentary consol-
idations rangin1
to mrdpan.
UJ.ay type soils,
Generally unde'l'-
lain with con-
solid.a tod or
modero.tol;r con-
solid.atod. mater-
ial severely
eroded in spots.
Rough stony
land,
.
Urban and
ind.us trial.
Beach and
saltoorshes
(lagoons)
Rough broken
land, rocky
eroded.
Possible Crop Distribution Renarks
§500 acres 1untillable1 4500 acres tillabl• In general
Steep side slopes, Level with gentle the best
Citrus & avocado groves side slopes. Row soils & the
(about 6000 acres); 5cc crops, flowers & greatest
niscellaneeus, etc. avocados, potential,
Soi:io urban-
ization ex-
noctod.
Flowers Includes
11inter Vegetables coastal
strip area
& is most
likely to be
subdi vid.ed,
:i:ruck Gardening Soils have
Dry Farning good. water-
holding
character-
istics but
must be
worked and
tilled care•
fully, Urbo.r
ization like
Could support avocado groves if care is Exnonsi vo tc
given· to spotting of trees. Some row faro. ( Highly
crops possible. profitable
cron noedod,;
Existing
None urban
dovelouncnt;
Recreational
Nono valuo. SUI:lDO
cottages,
None Could be re-
claimed onl,•
at great
cost.
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IX. ESTIMATED UR"BAN AND AGRICULTURAL IDJVELOPMENT .AIID THE DUTY OF W.A!rER: It is
now possible to sot down the expected estimnted fut-r.re urbnn nnd agricultural de-
velopment in the area based upon tho ultimate water denand.
• Est.Arca Est.1:later Use Total l'lator Crop ( acres) a.f./ncro/year a.f./year
Citrus 6000 1.3 7600 Avocados 2500 1.3 3250 Flowers 2000 l.6 3200
Row Crops 500 1.5 750 Urban & Industrial 9000 1.0 9000 Waste 1000 0 0 -
21000 acres 24000 n.f./yoar
This is a duty of l.20 for 20,000 not acres and is to bo considered a not duty.
It assumos ooturnl phonooena such ns rninfall, water retention by soils Q.!ld roots,
and tnk:os into account seasonal irrigntioik'll fluctuntions. All these factors hnvo
the effect of reducing tho volumo of paid-for irrigation.
X. ESTIMATED TRIU.ID IN WNtJR I!EJMAN.D1 Plato VIII roprosents tho predicted wator
demand for the CM!'ID in thousands of aero foot. Tho deonnd is expected to lag for
throe or four years until the distribution systoos aro wholly functioning. Tho
shar:,:, rise to 1970 reflects the effect of the pent up del'lt',nd already existing in
tho District, After 1970 the doonnd curve will rise steadily in response to tho
population influx for about 30 years. After that it is expected that tho dorond
rate will slacken off fairly rapidly, tho predicted ultioato of 24,000 a,f. not
being reached until after tho year 2000.
XI, TIDJ FBESjillT POSITIOlT OF TH:3 1':ATZR AUTHORITY AS IT AFFECTS Tltll CMWD: Tho 6th
Annual Report of tho San Diogo County 1/o.tor Authority states tho.t preliminary
studies now being r1c1.do indico.to a necossi ty for two additional linos froo tho
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Stan Diego Aqueduct, one of which would branch off North of Escondido and extend
to the Carlsbad M,\-1,D, via the San Marcos Valley, The Authority has made prelim-
inary studies for the approximate water requirements and pipeline location for a
San Marcos-Carlsbad Aqueduct, This is included in an over-all master plan, en-
compassing the entire County, which is to appear soon in an official CWA report,
A San Marcos-Carlsbad extension is being considered by tho Authority1 and might
be approved by them in time for construction before 1960. In addition to meeting
Carlsbad1s requirements it is expected that this line will be designed to service
other districts in the San Marcos Valley and the coastal strip, It is not certain
whether the Authority will include permanent storage in connection with first
stage planning for the proposed San Marcos-Carlsbad Aqueduct, It is not possible
to say yet when the CWA 1s plans for county water supply improvements will reach
the construction stage, The problem of immediate water need however is still
outstanding, This is of particular interest to Carlsbad because their demand
already exceeds the available water supply and it is important that the needs of
the District be satisfied as soon as possible, It is important to note that a de-
lay of even two or three years in the construction of adequate transmission
facilities of the San Diego Aqueduct to the Carlsbad area will result in a loss to
the people end the businesses in the Carlsbad district of several million dollars.
This loss would result from the further decline of property values due to an in-
adequate water supply and a further dela:• in the growth and development of the area,
XII. RESERVOIR SITE: In addition to transmission lines it is necessar:r that
the Carlsbad M,'J,D, give consideration to terminal storage in order to accol!lllOliate
seasonal fluctuations in demand, Seven reservoir sites have been investigated
in connection with this study.
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San Diego Aqueduct, one of which would branch off North of Escondido and extend
to the Carlsbad M,1'f,D, via the San Marcos Valley, Tho Authority has made prelim-
inary studies for the approximate water requirements and pipeline location for a
San Marcos-Carlsbad Aqueduct, This is included in an over-all master plan, en-
compassing the entire County, which is to appear soon in an official C1·1A report,
A San Marcos-Carlsbad extension is being considered by the Authority1 and might
be approved by them in time for construction before 1960, In addition to meeting
Carlsbad1s requirements it is expected that this line will be designed to service
other districts in the San Marcos Valley and the coastal strip, It is not certain
whether the Authority will include permanent storage in connection with first
stage planning for the proposed San Marcos-Carlsbad Aqueduct, It is not possible
to say yet ,-,hen the CWA 1s plans for county water supply improvements will reach
the construction stage, The problem of immediate water need however is still
outstanding, This is of particular interest to Carlsbad because their demand
already exceeds the available water supply and it is important that the needs of
the District be satisfied as soon as possible, It is important to note that a de-
lay of even two or three years in the construction of adequate transmission
facilities of the San Diego Aqueduct to the Carlsbad area will result in a loss to
the people and the businesses in the Carlsbad district of several million dollars.
This loss would result from the further decline of property values due to an in-
adequate water supply and a further delaz· in the growth and development of the area,
XII, RESERVOIR SITE: In addition to transmission lines it is necessary that
the Carlsbad M,1:T,D, give consideration to terminal storage in order to accol!!IIOdate
seasonal fluctuations in demand, Seven reservoir sites have been investigated
in connection with this study.
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Reservoir
1, Marone Canyon
2, Mt. Hinton
3, Manos Cneyon
4, 11J!J of Spillway 349
5, Son Marcos Creek
(Meadowlark)
6. San Elijo Canyon
7, South of San
Elijo Caeyon
RESERVOIRS ----------
Approximate
Capacity
15,000 acre foot
11,000 aero foot
975 aero foot
12,000 acre feet
27,000 aero feet
(Crest elev, 4301)
50,000 aero foot
24,200 acre feet
Renarks
Construction would involve flooding
Highway 78,
Good storage site for CM\'/D, Not
too well loc~.ted to serve entire
District economically,
Too snall. Too expensive to en-
large cnpacity,
Crest length excessive. Too 0:&)--,
pensive to construct,
Ap9ears to be best sito for cnpacity
location, and possible mutual financ-
ing with other agencies,
Remote fron District, Length of
transmission lines excessivo.
Remote from District. Crest length
excessive, too expensive to construct,
Of the seven locations investigated, the Mount Hinton nnd Meadowlark
Reservoirs appear to be most logical by location, cl'.pncitJ', and volume of cL."'J:l
embankment. Tho Mount Hinton sito suffers from the disadvantage of not being
ideally located to servo the District economically. In addition to this it
appears to be of benefit to the OMl'ID only nnd the ontiro cost of construction
and mnintoncnco would be borne by tho District. It is concluded that the Meadow-
lark site is best suited for tho initial and ultimate storage needs of tho CMi'ID
for the following reasons:
1. Reservoir is so located that it can serve other districts besides tho Cl~'/D
and tho cost of naintenanoe and construction crm probabl;r be financed by
mutual agreonent,
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2. The reservoir is well located with reference to Hill 73s. This is of im-
portance with respect to the ultimate development of the District. Pumping
from Meadowlark to steel storage tank atop Hill 738 makes regulated gre.vity
flow possible from this height to the regions in tho southern half of the
CMWD which are e:q:,ected to bring the water demand up close to the ultimate
in a bout 35 years.
3. The ca:;,aci ty of the reservoir can be increased rolat ively easily if future
demand warrants.
4. The resorvoir is located so that it will be the logical terminus of the
Carlsbad-San Marcos Aqueduct as proposed by the County 'Jater Authority studios,
Tho cost of this reservoir will of course depend upon the capacity developed.
It is estimated that t:·,is reservoir could be dovolopod to a capacity of
approximately 16,000 acre feet for a capital cost of approxirnatoly $1,000,000.
Considering wind, ex-posed surface and number of days with sun common to San
Diego County an evaporative loss of approximately 1,000 acre foot per :;ear
should be OXJ.1ected from this reservoir.
1Tith roforonce to terminal storc.;,e, it appears probable that tho County
WatEJr Authorit;r will develop the Meadowlark Reservoir by 1970. In tho ovont
that tho -~uthori t7 should decide upon a policy of leaving the construct ion of
terminal storage to its member agencies, tho Carlsbad Municipal Water District
should place itself in tho position of accomplishing the construction of this
reservoir either b;r itself or in cooperation with other interested water
districts.
XIII •• -P20?0SED ''TATLR SYST3l~ -IlITTIAL ,UJD ULTIV:ATZ: This ro,_,ort is concerned with
the ane.lysis of a t-1ater transmission, p:r11llBI'7 diiltriouU.on and atorage s79tem for
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the Clll'lsbad Municipal Hater District. Tho manner of distribution of water to
individunl consumors is a separate problem and no attempt is mo.de heroin to de-
fine its solution.
The eastern boundary of the Carlsbad Municipal tlator District lios approxi-
mo.tely 9 miles west of tho San Diogo Aqueduct, It will be necessacy to construct
a su:pply main from the Aqueduct to the Carlsbad Arca, This main is referred to in
this report as tho Carlsbad-San Marcos Aqueduct, It is proposed that tho Carlsbad-
San Marcos Aqueduct be constructed from tho intersection of tho San Diogo Aqueduct
with Rincon Avenue, north of Escondido, ond run through tho San Marcos Valley to a
3,000,000 gallon reservoir on Hill 780 east of tho Rancho de los Q,uiotes, From
Hill 780 a primary distribution main is proposed to run •.icsterlJ• to tho El Camino
Roal, At this point, which is located southe.!',st of Agua Hodionda Lagoon, it will
branch into a South line running to the coastt'.l strip, npi)roxi!llll.tely midway between
Batiquitos and Agua Hedionda Lagoons, and into a north line which will follow tho
Real to a 21000 0000 gallon reservoir on Mount Xolly. From this reservoir it is
proposed to construct a 12n lino to tho central business district of Carlsbad via
Chestnut Avenue to tho intersection of Pino anl Madison, Also, from Mount Kelly
another main will continue up El Cru:iino Roal to servo North CrLrlsbad, Chlll't 4 is
a schematic drawing of the proposod systom.
It is recomraondod that tho initial construction by tho Clll'lsbad MWD be of
capacity ade~uate to provido for tho estimated 19S0 water demand, Tho reasons for
this roconnondation aro as follows:
1, Considoring tho anticipated ro~id growth ru1d development of tho Carls-
bad M\J'D arcn and tho p0ssibility that tho develop~ent nay even exceed thceo esti-
mates, it is considorod ill-advised to construct a system with loss capacity than
that needed to satisfy 1980 demands,
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2. It is a fact that the present Son Diego Aqueduct is not dosignod for
the ultimato flow requirements of Son Diogo County, and studios which are currently
undorwaj' with regard to additional capacity indicate that ony future e.quoducts will
be located westerly of tho present one. It is, thoreforo, doomed inadvisable for
tho Carlsbad Municipal Water District to construct pipolincs for its ultimate ro-
quiremont since that portion of tho transmission main lying oastorly of a new
aqueduct would bo of li ttlo or no use ta tho Carlsbad Municipal \'later District and
further that tho lines in on ultimate system, if laid out at this time, might not
be ideally located with reference to future additions to tho San Diego Aqueduct
system.
3. Because of tho oxistonco of several factors which at this time are com-
pletely indeterminate with reference to tho future source of water for tho Carlsbad
Municipal Water District, it appee.rs that a progrrun which would call for a re-
analysis of tho needs of tho district after a period of 20 to 25 years provides
the most economic solution to the overall problem confronting tho district, Should
tochnological advances in tho field of desalting of sea water advance to tho point
of making such ,mter availablEl economically then certainly the Carlsbad Municipal
Water District wou:..d be obtaining its water from its western boundary rather than
its eastern. It is oxpectod that by 1975 or 1980 the multitude of problems con-
fronting Southern California with respect to its future water supply, will hnve
boon solved and that a final analysis of the problem would be possible at that tioo,
The predicted Yater demand of the Carlsbad M\'/D ns shown on Plato VIII
indicates that for several years there will bo a surplus capacity available in tho
mains proposed herein. It is believed thtit neighboring water agoncios, and partic-
ularly the Vistn Irrigation District nnd tho San Marcos County 1:/ntor District,
would be interested in leasing such sur:?lus cnpacity as tho C.:,,rlsbnd. M\'l'll !'light
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a,groo to make nvailablo tooporarily, lly leasing such surplus capc.ci ty the Carlsbad
District can accur.iulate additional revenues to assist in tho ar.iortization of tho
pipeline cost.
Due to the tine required to cooploto a bond election and sale of bonds
and tho preparation of engineering plnns for such a project, it is physically i&-
possible for any group of agencies or for tho County 1fotor Authority to arrange for
tho finllllcing and to prepare engineering plans for tho construction of this line
in tine for such construction to bo complete for the irrigation season of 1956.
Only if the Carlsbad District oov0s immediately and alono can tho construction of
such a lino bo coopletod in tine to supply tho Carlsbad MUD with an adequate and
continuing supply of Colorado River water by July l, 1956,
By owning and controlling tho lino, tho Co.rlsbad District will bo able
to accrue rovonuo fron tho lensing of the initial surplus capacity thus assisting
in tho amortization of tho capital cost, If a similar lino were constructed by
any other entity or combination of entities tho relatively high assossod val.uation
of tho Carlsbnd District and its anticipated honvy water dornnnds would result in
tho Carlsbad District bearing the burden of tho cost of any such lino constructed
without tho benefit of additional returns from leased surplus capacity.
Tho entire area of the Carlsbad Municipal ~later District has a very
pronising future and tho early and full dovolopoont of this region will accrue to
tho benofi t of all present residents. Tho only reason that this aroa is not now
highly developed is that the available water supply has boon insufficient to noct
tho needs of the area. The illll?lediate construction of tho facilities proposed in
this report would enable the district to enjoy tho benefits of a rapid and secure
dovolopnont at an early date.
In the course of tho study and investigation loading to this report
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all other possible sources of water supply for the Carlsbad Municipal Water Dis-
trict wore reviewed and analysed. Tho present Mission Basin source from which
tho Carlsbad Mutual Wat or Conpany obtains most of its prosont supply is d01Jleted
to the point of critically affecting its quality end tho reliability of this
source is soriouely in question. The only adequate source of water available to
the Carlsbad Municipnl Water District at tho present Md in tho forGsoeable
future is tho prosont San Diogo Aqueduct. The system proposed in this report is
tho most efficient and economic means of supplying tho water requirements of the
district from this source.
XIV. ESTIMATED COST: The estimated cost of the water systOJl proposed in this re-
port is given in Table I. This cost estimato covers the C,:,,rlsbad-San Marcos
Aqueduct as well as the primary distribution and regulating storage fncilities
included in the system. This esti=to does not include funds for such items as
Carlsbadls participation in the construction cost of terminal storage or for the
aquisition of existing facilities in the event tho owners of such fncilities dosiro
to trnnsfor ownership to tho Carlsbad Municipal Water District. It is tho opinion
of the writer, however, that an ndditional sum dhould be provided in
a water bond authorization to provide for the acccmplishnont of these i tor.is if
necessary.
XV. MZTHOD OF FIN.ANCING1 Since the srstem proposed in this report has been de-
signed to provide n general bonefi t to oJ.l properties located within tho District,
it is recoonendod that tho system be financed by tho issuance of gonornl obligation
bonds. Since it is expected that development will occur at a rnpid rate upon the
completion of the proposed system, and that such dovelopmont will create new tax,.
able wealth, it is rocoooondod toot the DOortization of the proposed genornl
-23 -
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obligation bond issue provide for the paynent of interest only for tho first 3 or
4 years and then provide for the ru:iortization of principal in increasing ru:iounts
with tho passa.go of timo. This typo of anortization schodulo would insure the
proper distribution of the total cost of tho system, The bonds should bo noortizod
fron revenues available to tho district from tho t110 principnl s011rcos of trutos
and revenue froo water sales, Again this provides an e quitnble distribution al
tho burden, It is interesting to note that assuoing D,n interest rate of 35& and
a forty year sinking fund nnortization of the issue, a tax rate of fifty cents
per $100 of assessed valuation would completely cBortizo principnl and interest if
not a single drop of water were sold through the systoo• This oerui.s that tho
taxes paid by a property assessed at $2,000 would bo $10.00 per yoo:r while n
property assessed at $10,000 would be $50.00 per year, Inoono to tho district
from tho sale of water would reduce tho Mounts roquirvd to be raised by taxation.
Consequently tho aoounts given above o:ro onximums based on tho assur.Iption of zero
water sales,
XVI, CONCLUSIOlT: Tho Ct,rlsbad Municipal \'Tator Di strict is nn area with a con-
sidorablo potential growth and development, Tho water systoo proposed in this
report will nnko possible the prodictod developoont of this area at an early date,
An adequate and continuing supply of Colorado Rivor wntor will not only enhnnco
tho prosperity of tho area as a result of now growth nnd dovolopmont but it will
also stabilize and enhance the valuo of existing dovolopod proportios, Tho
Cnrlsbad area can no longer depend 'll'ji>cn tho deteriorating supplies of tho Mission
Basin but it must r1ove ahoad to secure its rightful she.re of tho waters of tho
Colorado River which are now delivered to San Diogo County thr011gh the San Diego
-24 -
C Aqueduct. The water systen proposed in the report will accor.iplish this objective
with the gren·test ovornll oconomy for the District,
C
-25 -
Respectfully submitted,
BOYLE ENGINEERING
C
APl'Eli!DIX --------
C
C
.A?FEN.DIX
C
PLATES:
I OFFICIAL U. S. CEIISUS CURTIS SHOtl'ING RELATIONSHIP OF
CARLSJJ,\.D TO OTEE3. ENTITIZS Ill THZ coumY AND STATE
II POPULATION PREDICTION CURVES
III COliPARATIVE 'TATER COEST.,1,l?TIOH GB.A?H •
IV ASSESSED VALUATION PER ACEE .AJJD ?ER C,\?ITA
V lEVELOPED ASSESS3D VALUATIOl:S :aY ZOlJES
VI CURVE A: PAST RECORD OF ASSESSED VALUATIONS
CURVE B: P3EDICTZD ASSESSED VALUATIONS
VII WATSR PRODUCTION CHART
VII I PREDICTED 1'1ATER DJJ!f..l,ND CURVE
CE.ARTS:
l GElr.@Riu, IEFOl1l!ATIOF MAP OF THD C.'c.'tLS3AD ),!, '.1 .D.
2 REFERSllCZ MAP OF S.-\N LUIS RiliY ':/.ATERSHED
3 SUGGJSTZD ASSESSED VALUATIOl! ZOlf.6S
4 SCKDMATIC C.i,;. '.I .D, SYS'ISM
TABLES:
I ESTIMAT:il OF COST
C
PLATES ------
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0 2 4 6 ____ R_, _V_E._ AS I OE. CO U M'"LY.!....-_____ ..;__ ___ _
SA~ Ott.GO COUNTY
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19-4 ,S23 A.F: CAP.
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C:=J DAAINAGE AAE.A f"OA L.' HE.NS HAW.
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TIZ I . I II 6o/o
* lt-JCLUDE.S t.~CII-JA
1:J .CARLSBAO
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----------
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CABL5BAQ PISIBICI
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C
TABLES ------
C TABLE l
Estimate of Cost
Proposed Hater System
I, Primary Distribution and Regulating Storai:e System:
Item Q,uantity Description Unit Price .Amount -$
l, 4,750 L,F, 3211 I,D, 8 ga,, Steel Pipe,
Cement Lined and Coated 13.49 64,100
2, 6,750 L,F, 32n I,D, 3/1611 Steel Pipe,
Oe:nent Lined and Coated 14.30 96,500
3. 2,300 L,F. 3211 I,D. 1/4° Steel Pipe, Cement
16.26 37,4oo Lined and Coated
4. 3,600 L,F, 2411 I,D, 10 ga,, Steel Pipe,
Cement Lined and Coated 10.17 36,600
5. 5,500 L,F, 2211 I,D, 3/1611 Steel Pipe,
Cement Lined and Coated 10.44 57,4oO
6. 3,200 L,F, 2011 I,D, e ga,, Steel Pipe,
Cement Lined and Coated s.ss 2s,4oo
7, 3,000 L,F. 1811 I,D, 12 ga,, Steel Pipe,
Cement Lined and Coated 7.06 21,200
8, 7,400 L,F, 18" LD, 10 ga., Steel Pipe,
Cement Lined and Coated 7.45 55,lOO
9, 13,000 L.F. 10·1 I,D. 12 ga,, Steel Pipe,
Cement Lined and Coated 4.39 57,lOO
10, 81000 L,F, 1211 I,D, 12 ga., Steel Pipe,
Cement Lined and Coated 5.10 40,800
ll, 6,4oo L,F, 22 8 I,D, 10 ga,, Steel Pipe
Cement Lined and Coated 9.45 60,500
12, 5,600 L,F, 20° I,D. 10 ga,, Steel Pipe,
Cement Lined and Coated 8,45 47,300
13. 9,000 L,F, 1811 I,D, 12 ga., Steel Pipe,
Cement Lined and Coated 7.06 63,500
c· 14. l each 3011 Plug Valve 4,500,00 4,500
15. 2 each 18" Plug VaJ. ve l,800,00 J1600
Carry Forward $ 674,ooo
C
C
~ Quantity
16. • 1 each
17. 2 each
18. 2 each
19. 1 each
20. 2 each
21. 1 each
22. 1 each
23. 1 each
24. 1 each
TJ..BLE I (CONIT)
Description
Brought Forward
3011 Plug Valve
1211 Gate Valve w/By Pass
1011 Gate Valve w/By Pass
Pressure Reducing Station No. 1
Pressure Reducing Station No. 2
Meter & Flow Recording Station
2,000,000 Gallon Reservoir
3,000,000 Gallon Reservoir
Pumping Station
Unit Price
4,500.00
500.00
4oo,oo
25,000.00
13,000.00
10,000.00
70,000.00
90,000.00
25,000.00
Oonstruction Total
Incidental Costs & Contingencies@ 20%
Acquisition of Right of Way
GRAlID TOTAL
Amount
$ 674,900
4,500
1,000
BOO
25,000
26,000
10,000
70,000
90.000
25,000
$ 925,000
185,000
$1,110,000
5,000
$1,115,000
II. Carlsbad-San Marcos Aqueduct:
~ Quantity
1.
2.
4.
6.
15,000 L.F.
6,400 L.F.
27,100 L,F.
2 eaeh
1 each
1 each
Description
3011 , 8 ga,, Steel Pipe, Cement
Lined and Coated
3011 , 3/16n, Steel Pipe, Cement
Lined and Coated
30 11 , 1/411 , Steel Pipe, Cement
Lined and Coated
24" Plug Valves
Unit l?rice
12.59
13.13
14,so
3,000.00
Aqueduct Oonn, (over rJ\fA Allowance) 3,000,00
Chlorination Equipment 10,000.00
Construction Total
Incidental Coste & Contingencies@ 20%
Lands and Rights of ':lay
GRAND TOTAL
Amount
lSS,900
s4,ooo
4ol,100
6,000
3,000
10,000
$693,000
1~8,600 $ S 1,600
10,000
$841,600
GRAND TOTAL, COMPLETE SYSTEM $ 1,956,600