permeability variance application, w/tl to b moxley fr w ... · cdm camp dresser & mckee inc....

SFUND RECORDS CTR SFUND RECORDS CTR

8 8 1 1 1 7 9 0 1751-00018 :

AR0129

City of Fresno Sanitary Landfill Penneability Variance Application

Prepared For:

City of Fresno 2326 Fresno Street

Fresno, Califomia 93721

Prepared By:

Camp Dresser & McKee Inc. 100 Pringle Avenue, Suite 300

Walnut Creek, Califomia 94596

June 23, 1992

CDM CAMP DRESSER & McKEE INC.

environmental engineers, scientists, One Walnut Creek Center planners, & management consultants 100 Pringle Avenue, Suite 300

Walnut Creek, California 94596 June 23, 1992 510933-2900,Fax:510933-4174

Mr. Bret Moxley Superfund Project Manager United States Environmental Protection Agency 75 Hawthorne Street San Francisco, Califomia 94105

City of Fresno Sanitary Landfill Landfill Final Cover Permeability Variance Application

Dear Bret:

On behalf of the City of Fresno, the enclosed materials are being submitted to support a request for a variance from prescriptive standards for final cover design at the Fresno Sanitary Landfill (FSL). A variance request was previously prepared for the City and was included as Appendix A of the "Closure and Postclosure Maintenance Plan, Fresno City Landfill, Fresno, Califomia" dated December 1989. Appendix A from the referenced document is included in this submittal.

In this submittal, we present a brief overview of the information provided in Appendix A and discuss the variance application in the context of the Remedial Investigation/Feasibility Study (RI/FS) including the Source Control Operable Unit (SCOU) activities currently underway at the FSL.

OVERVIEW OF APPENDIX A

The Califomia Code of Regulations, Title 23, Chapter 15 prescribe minimum standards for final cover design. The regulations also contain provisions which allow an engineered alternative to the prescriptive standard if it can be demonstrated that the prescriptive standard is not feasible and that an engineered altemative affords equivalent protection against water quality impairment.

The engineered altemative proposed in the variance application consists of a final cover with an increase in the permeability of the low permeability layer from 10"* centimeters per second (cm/sec) to 10"̂ cm/sec and an increase in the thickness of both the low permeability layer and the vegetative layer. Details regarding Chapter 15 prescriptive standards and the proposed engineered altemative are provided in Appendix A. Based on Hydrologic Evaluation of Landfill Performance Version 2 (HELP-2) modeling, it is demonstrated that the engineered altemative minimizes surface water infiltration to a greater extent than the Chapter 15 prescriptive standard design.

Printed on recycled paper

CAMP DRESSER & McKEE INC.

Mr. Bret Moxley June 23, 1992 Page 2

Note that actual costs presented in Appendix A were developed in December 1989. The costs were not evaluated to determine applicability to present conditions. However, the costs identified in Appendix A are considered valid as a comparison between altematives.

APPLICABILITY OF THE VAIUANCE TO THE SCOU PROCESS

A phased approach is being utilized as part of the RI/FS process at the FSL. Remediation involving landfill cover, gas control, and stormwater management, considered to be distinct from other remediation elements at the FSL, are being addressed as an operable unit. Landfill cover design activities are significantly impacted by the soil permeability requirements. Therefore, it is requested that the variance issue be resolved prior to the predesign phase of the project and documented in the Record of Decision for the SCOU.

As requested during the June 4, 1992, project status meeting, we are forwarding copies of this transmittal to representatives of each of the regulatory agencies for review. The landfill cover variance request will be included as an agenda item at the scheduled June 30, 1992, meeting. If you have any questions or comments on this variance request prior to the June 30 meeting, please contact me or Mr. Yash Nyznyk at (510) 933-2900.

Very tmly yours,

CAMP DRESSER & McKEE INC.

Wayne Pickus Project Manager

cc: Mr. John Mitchell, City of Fresno Mr. Jim Sanchez, City of Fresno Mr. George Slater, City of Fresno Mr. Tim Crist, Califomia Integrated Waste Management Board Mr. Frank Lopez, Califomia Environmental Protection Agency Mr. Scott Moore, Regional Water Quality Control Board

2416#}.002

Printed on recycled paper

APPENDIX A

VARIANCE REQUEST FINAL COVER DESIGN

CITY OF FRESNO SANITARY LANDHLL

Excerpt From

CLOSURE AND POSTCLOSURE MAINTENANCE PLAN

FRESNO CITY LANDFILL FRESNO, CALIFORNIA

Prepared by Emcon & Associates December 1989

Appendix A

VARIANCE REQUEST

FINAL COVER DESIGN

CITY OF FRESNO SANITARY LANDFILL

The City of Fresno has retained EMCON Associates to prepare a Closure and

Postclosure Maintenance Plan for the Fresno City Landfill. This plan complies

with the requirements of the California Code of Regulations, Title 23,

Subchapter 15 (hereafter Subchapter 15) except for the final cover design.

Therefore, a variance from Subchapter 15 specifications is requested for the final

cover design proposed on a portion of the 130-acre landfill area at the Fresno

City Landfill in Fresno, California. The variance request is for an engineered al

ternative consisting of a minimum 2-foot-thick foundation layer, a 2-foot-thick

low-permeability layer (k < 1 x 10-5 cm/sec) and 1.5-foot-thick vegetative layer on

all areas of the landfill except for the side slope of the landfill adjacent and paral

lel to West Avenue (hereafter West Avenue side), as described in detail in this

request.' A Subchapter 15 final cover placed along the West Avenue side will be

constructed in accordance with Subchapter 15 standards because there is insuf

ficient space between the landfill edge and West Avenue to accommodate the in

creased thickness of the engineered alternative final cover and necessary

drainage facilities.

Section 2510 (b) and (c) authorizes alternatives to construction and prescriptive

standards of Subchapter 15. To obtain approval of an alternative. Subsection (b)

requires the discharger to demonstrate that

• the construction or prescriptive standard is not feasible as provided in Subsection (c) of this section, and

• a specific engineered alternative is identified, consistent with the performance goal addressed by the particular construction or prescriptive standard, and affording equivalent protection against water quality impairment.

Section 2510 (c) indicates that to show that the prescriptive standard in Sub

chapter 15 is not feasible, the discharger must demonstrate that compliance with

the standard would be

PJ9 9710103A.00W A-1 Rev. 0 December22, 1989

• unreasonably and unnecessarily burdensome and substantially more expensive than the proposed alternative which meets the criteria in Section 2510 (b), or

• impractical and would not promote attainment of applicable performance standards.

The sections below present (1)the Subchapter 15 prescriptive standard, (2) a

description of the burdensome nature of the prescriptive standard for this landfill,

and (3) the nature and justification of the variance request. The justification for

the variance request is accompanied by a demonstration showing that the final

cover design proposed in conjunction with the variance will be less costly for the

City of Fresno and provide a level of water quality protection comparable to, if not

greater than that which would result from meeting the Subchapter 15 standards.

SUBCHAPTER 15 REQUIREMENTS

Section 2581 (a) of Subchapter 15 prescribes the following minimum require

ments for final cover, presented from bottom to top:

• a 2-foot layer of appropriate materials as the foundation layer for the final cover [2581 (a) (1)]

• a 1 -foot layer of materials containing no waste or leachate, placed on top of the foundation layer and compacted to attain a permeability of either 1 x 10-6 cm/sec or less, or equal to the permeability of any bottom liner system, or underlying natural geologic materials, whichever is less [2581 (a) (2)]

• a 1 -foot layer of soil containing no wastes or leachate, placed on top of the low-permeability material capable of supporting vegetation [2581 (a) (3)]

DESCRIPTION OF BURDENSOME NATURE OF PRESCRIPTIVE STANDARD

The City of Fresno has evaluated the prescriptive standard for the 1 -foot layer of

low-permeability soil (k< 1 x 10-6cm/sec), and believes it is unreasonably and

unnecessarily burdensome to apply this layer to all areas of the landfill.

Although the borrow area adjacent to the landfill may contain adequate quantities

of low-permeability soils to provide the soil required for the low-permeability layer,

the low-permeability soils do not occur consistently throughout the site, and se-


lective excavation would therefore be required. Selective excavation is expen

sive, inefficient, and difficult to control, and would be unreasonably and unneces

sarily burdensome, except to provide the quantity of low-permeability soil needed

for the West Avenue side low-permeability (1x10-6 cm/sec) layer.

The two alternatives to provide low-permeability soils for the remainder of the

landfill are

• locate off-site low-permeability soils which may be purchased, excavated, and transported to the site

• use a bentonite admix to improve borrow area soils to meet the low-permeability standard

The investigations necessary to locate soils in the surrounding area as a source

of low-permeability soils for the landfill, would require significant time, effort, and

money. Furthermore, the cost of excavation, transportation, and placement of

such soils is high. City staff has previously estimated the cost of importing low-

permeability soils to be approximately $2.4 million.

Use of bentonite as an admix to the adjacent borrow area soils can improve them

so they meet the low-permeability requirements specified in Subchapter 15.

However, utilizing bentonite requires special equipment and is costly. The esti

mated cost of utilizing a bentonite admix to provide the low-permeability layer is

$5,000,000.

The City is also concerned about desiccation cracking of the low-permeability layer caused by the high temperatures and evaporation rates of the Fresno area. This cracking would increase the permeability of the low-permeability layer and thus reduce the effectiveness of the final cover. A less plastic soil, such as the sandy soils in the borrow area, would be less susceptible to desiccation cracking.

In view of the above, EMCON has investigated and proposed an engineered al

ternative to the final cover prescribed in Subchapter 15 (Section 2581 [a] [1]).

This engineered alternative is described below.

PJ9 9710103A.00W A - 3 Rev. 0 December22, 1989

VARIANCE REQUEST AND JUSTIFICATION

EMCON has investigated engineered alternatives for final cover profiles that will

provide a level of water quality protection comparable to that of the

Subchapter 15 final cover, and be economically feasible. Several possible final

cover designs were evaluated and two were selected for further evaluation. The

two designs selected are

• Engineered Alternative Design A

2-foot foundation layer 2-foot moisture barrier layer (k < 10-5 cm/sec) 1 -foot vegetative layer

• Engineered Alternative Design B

2-foot foundation layer 2-foot moisture barrier layer (k < 10-5 cm/sec) 1 1/2-foot vegetative layer

The selected designs were evaluated using the Hydrologic Evaluation of Landfill

Performance Version 2 (HELP-2) computer simulation model developed by the

Environmental Protection Agency (EPA). A final cover design meeting the re

quirements of Subchapter 15 as described below was also evaluated for com

parison purposes.

• Subchapter 15 Design (minimum requirements)

2-foot foundation layer 1 -foot moisture barrier layer (k < 10-6 cm/sec) 1 -foot vegetative layer

The evaluation was performed to estimate the amount of infiltration that fully

penetrates the moisture barrier layer of each final cover design. First, the

Subchapter 15 design and Engineered Alternative Designs A and B were sub

jected to 20 years of synthetically generated rainfall using HELP-2 and its inter

nally stored climatic data for Fresno. Second, the Subchapter 15 design and

Engineered Altemative Designs A and B were subjected to five consecutive

years of mean annual rainfall, followed by a 100-year annual rainfall event. The

results of the evaluation are summarized below. A discussion of the modeling

process is presented in Attachment 1.


ESTIMATED INFILTRATION

20 Years 1 100-Year Events Precipitation (inches) (inches)

Subchapter 15 Design 1.62 4.42 Alternative A Design 1.73 5.23 Alternative B Design 1.19 4.07

1. Average infiltration per year from Layer 3 (Foundation Layer)

2. Infiltration from Layer 3 (Foundation Layer) after year 6

The modeling results show that in minimizing infiltration, Engineered Altemative Design B performs comparably to, if not better than the Subchapter 15 Design. Based on this evaluation, the City of Fresno has selected Engineered Alternative Design B as the proposed final cover design for the Fresno City Landfill except for the area along West Avenue as previously discussed. Figure A-1 depicts the transition from the proposed final cover design to the Subchapter 15 final cover design.

A preliminary analysis indicates that the proposed engineered alternative will substantially reduce the cost for placement of final cover on the Fresno City Landfill. Constructing Engineered Altemative Design B results in savings of approximately $1.1 million, compared with the costs of the Subchapter 15 Design using imported soils (that would meet the low-permeability standard).

We believe that the proposed final cover engineered altemative for the Fresno City Landfill meets the performance requirements of Subchapter 15, while providing the most economically feasible final cover design for the City of Fresno.


124965

1.5

7W^ 7

KsU lO"5 cm/sec K <U 10"^ cm/sec

y

Top of Foundation Layer

io/e9

Emcon Associates

C I T Y O F F R E S N O

F R E S N O CITY L A N D F I L L

F R E S N O C O U N T Y , C A L I F O R N I A

T Y P I C A L TRANSIT ION S U B C H A P T E R 15 F I N A L C O V E R / E N G I N E E R E D A L T E R N A T I V E F INAL C O V E R

FIGURE

A-1 P R O J E C T NO.

971 - 01.03

Attachment 1

WATER BALANCE ANALYSIS OF

ALTERNATIVE FINAL COVER PROFILES

FRESNO CITY LANDFILL

FRESNO, CALIFORNIA

WATER BALANCE ANALYSIS OF

ALTERNATIVE FINAL COVER PROFILES


FRESNO, CAUFORNIA

The selection of the final cover engineered alternative proposed for the Fresno

City Landfill was based on a study of alternative soil profiles. To evaluate these

alternatives, the Hydrologic Evaluation of Landfill Performance Version 2

(HELP-2) computer simulation program, developed by EPA, was used to esti

mate the amount of the annual precipitation that would penetrate a particular final

cover profile.

This attachment descrit)es the HELP-2 program application, discusses the pa

rameters selected, and provides a summary of the moisture balance parameters

and results.

HELP-2 COMPUTER SIMULATION MODEL

The Hydrologic Evaluation of Landfill Performance Version 2 (HELP-2) computer

simulation model was used to study the hydrologic aspects of altemative final

cover soil profiles for the Fresno City Landfill. In general, the HELP-2 computer

simulation model performs a sequential daily accounting analysis of rainfall,

runoff, evapotranspiration, soil moisture storage, lateral drainage, infiltration and

percolation quantities and determines the daily, monthly, and annual water bud

gets.

DEFAULT PARAMETERS

The HELP-2 model requires climatological data, soil and vegetative cover type

characteristics, and design specifications to perform the water balance analysis.

Maintained in the model's data base are five years of default climatological data

for various cities throughout the United States, default options for vegetative

types, and default characteristics for soil types for use when measurements or

site-specific estimates are not available. To facilitate the water balance analyses,

parameters were chosen as discussed below.

PJ9 9710103A.00W 1 Rev. 0 December 22, 1989

Climate

The HELP-2 model contains default climatological data for the Fresno area. This

data is based on 5 years of record information. Additionally, the model includes a

synthetic method of generating climatological data. HELP-2 incorporates the

WGEN model, a synthetic weather generator developed by the Agriculture

Research Service. The synthetic weather generator produces daily values of

precipitation, minimum and maximum temperature and solar radiation. The

model also allows on-line input of rainfall data.

The alternative final cover profiles were evaluated using two climatological sce

narios. For the first we used the synthetic weather generator to produce 20 years

of climatological conditions. For the second, we used five years of mean rainfall

(10.50 inches) followed by one year with a 100-year event rainfall (21.00 inches).

Tables 1 and 2 summarize the rainfall for the two scenarios.

Vegetative Layer and Vegetative Cover

The use of soil from the adjacent tx)rrow area is proposed for the vegetative

layer. These soils have been previously evaluated (see Appendix B) and are

generally sandy. For ease in ainning the HELP-2 model, a default soil type (#10)

was selected and the saturated hydraulic conductivity was adjusted to 1 x 10-4

cm/sec. Table 4 presents the soil characteristics used for this case.

The vegetative cover type was translated into HELP-2 model default parameters

as a fair grass with a 32-inch evaporative zone.

Barrier Laver

A barrier layer is used to restrict vertical flow of moisture through the final soil

profile into the underiying wastes. Paramount to this water balance analysis is

determining the actual permeability of the barrier layer. Previous evaluation of

borrow area soils indicates that the available soil can be compacted to achieve a

hydraulic conductivity of 1 x 10-6 cm/sec. However, while there may be a suffi

cient quantity of this material for final cover construction, its use will require se

lective excavation which can be difficult and costly. Generally, soils available

from the borrow area exhibit a hydraulic conductivity on the order of


1 X 10"5 cm/sec. Therefore, a fjnal cover profile meeting the requirements of

Subchapter 15 and having a moisture barrier layer with a hydraulic conductivity of

1 X 10-6 cm/sec was modeled, along with engineered alternative final cover pro

files having a moisture barrier layer with a hydraulic conductivity of

1x10-5 cm/sec.

For modeling purposes, we used a default soil type (#11) with properties similar

to the available borrow area soils. The hydraulic conductivity was adjusted to

1 X 10-6 cm/sec and 1x10-5 cm/sec to correspond to the appropriate alternative.

Because the moisture barrier layer will be compacted, the model adjusts the un

compacted soil properties to obtain compacted soil properties. The soil charac

teristics used as input to the HELP-2 model are shown in Table 4.

ANALYSIS

The water balance input parameters for the alternative final cover profiles are

summarized in Table 4. The summary of water balance analysis results for the

altemative final cover profiles are presented in Tables 5 and 6.

SUMMARY

The primary focus of the moisture balance analysis was to assess the ability of

alternative potential final cover profiles to preclude infiltration and to determine

whether an engineered alternative final cover was feasible. The proposed engi

neered alternative final cover recommended for site closure consists of a mini

mum 24-inch-thick compacted soil layer placed over refuse as a foundation layer,

24-inch-thick clay (K ^ 1 X 10"5 cm/sec) barrier or compacted low-permeability

layer overiain by an 18-inch-thick vertical percolation layer suitable to support

good vegetative growth. The vegetative cover should be comparable to that of

fair grass with an evaporative zone depth equivalent to the vegetative layer

depth. The results of the HELP-2 model analysis show that final cover Design A

performs comparably to a final cover meeting the requirements of Subchapter 15,

and that Design B performs better than the Subchapter 15 design. The computer

runs for the altemative final cover profiles are included following the tables.


Table 1

CLIMATOLOGICAL SCENARIO 1

SUMMARY OF ANNUAL RAINFALL


FRESNO, CALIFORNIA

Year Rainfall (in) Percent of Meani Annual Rainfall

1 6.38 61 2 9.74 93 3 9.66 92 4 8.08 77 5 12.88 123 6 14.82 141 7 10.50 100 8 8.74 83 9 8.89 85 10 12.29 117 11 12.84 122 12 11.68 111 13 4.59 44 14 12.38 118 15 11.42 109 16 5.18 49 17 13.31 127 18 11.67 111 19 14.23 136 20 11.65 111

20-Year Average 10.55 100

1. Mean annual rainfall at the Fresno City Landfill is approximately 10.50 inches.

PJ9 9710103A.00W Rev. 0 December 22, 1989

Table 2


SUMMARY OF ANNUAL RAINFALL


FRESNO, CALIFORNIA

Year Rainfall (in)

1 10.50 2 10.50 3 10.50 4 10.50 5 10.50 6 21.00


Table 3

DEFAULT UNVEGETATED, UNCOMPACTED SOIL CHARACTERISTICS

HELP-2 COMPUTER SIMULATION MODEL

HELP Soil Texture

USDA USCS Porosity (VolA/ol)

Field Capacity (VolA/ol)

Wilting Point

(Vol/Vol)

Sat. Hyd. Conductivity

(cm/sec)

1 Cos GS 0.417 0.045 0.018 1.0E-02 2 S SW 0.437 0.062 0.024 5.8E-03

3 FS SM 0.457 0.083 0.033 3.1E-03

4 LS SM 0.437 0.105 0.047 1.7E-03 5 LFS SM 0.457 0.131 0.058 1.0E-03 6 SL SM 0.453 0.190 0.085 7.2E-04

7 FSL SM 0.473 0.222 0.104 5.2E-04

8 L ML 0.463 0.232 0.116 3.7E-04

9 SiL ML 0.501 0.284 0.135 1.9E-04

10 SCL SC 0.398 0.244 0.136 1.2E-04

11 CL CL 0.464 0.310 0.187 6.4E-05 12 SiCL CL 0.471 0.342 0.210 4.2E-05

13 SC CH 0.430 0.321 0.221 3.3E-05 14 SiC CH 0.479 0.371 0.251 2.5E-05 15 C CH 0.475 0.378 0.265 1.7E-05 16 Liner Soil 0.430 0.366 0.280 1 .OE-07 17 Liner Soil 0.520 0.356 0.290 1 .OE-08 18 Mun. Waste 0.520 0.294 0.140 2.0E-04 19 USER-SPECIFIED SOIL CHARACTERISTICS 20 USER-SPECIFIED SOIL CHARACTERISTICS


Table 4

SUMMARY OF WATER BALANCE ANALYSIS INPUT PARAMETERS FRESNO CITY LANDFILL

Alternative Parameters Subchapter 15 Design A Design B

Type of Grass Vertical Percolation Layeri

Barrier Soil Layer Vertical Percolation Layer2

Leaf Area Index (maximum)

Fair 12" of #10

12" of #11 24" of #10

2.00

Fair 12" of #10

24" of #11 24" of #10

Fair 18" of #10

24" of #11 24" of #10

SCS Number 85.56 Evaporative Zone Depth 32" Upper Limit Vegetative Storage 4.78" Initial Vegetative Storage 2.64"

85.56 32"

4.78" 2.64"

85.56 32"

7.16" 3.96"

Soil Type3

#10 Subchapter 15

#11

Design A&B #11

Porosity Field Capacity Wilting Point Initial Soil Water Content Saturated Hydraulic Conductivity (cm/sec)4

.398

.244 '

.136 .

.220 1 X 10-5

.464

.310

.187

.395 1 X 10-6

.464

.310

.187

.395 1 X 10-5

1. This vertical percolation layer is the vegetative soil layer within the final cover.

2. This vertical percolation layer is the foundation soil layer wilting the final cover.

3. The foundation layer and barrier soil layer are compacted layers, therefore, the model adjusts these uncompacted parameters to compacted parameters.

4. Values for saturated hydraulic conductivity are entered on line.

PJ9 9710103A.00W Rev. 0 December 22,1989

Table 5


SUMMARY OF WATER BALANCE ANALYSIS OUTPUT RESULTSI FRESNO CITY LANDFILL

Year

Percolations

Subchapter 15 Design A Design B

1 0.14 0.14 0.14 2 1.08 1.81 0.55 3 1.60 1.84 1.18 4 1.10 1.12 0.54 5 1.85 1.92 1.53 6 2.35 2.70 1.86 7 2.40 2.11 2.00 8 2.07 2.03 1.60 9 0.65 0.65 0.21 10 1.02 2.92 1.55 11 3.49 3.14 3.20 12 1.51 1.69 1.01 13 1.65 1.51 1.20 14 1.19 1.35 0.43 15 1.81 2.25 0.99 16 1.49 0.96 1.10 17 0.87 0.90 0.22 18 1.88 1.86 1.50 19 1.89 2.41 1.12 20 2.41 2.08 1.76

Average 1.62 1.73 1.19

1. All values in inches/acre/year.

2. Percolation from Layer 3 (foundation layer).


Table 6


SUMMARY OF WATER BALANCE ANALYSIS OUTPUT RESULTS FRESNO CITY LANDFILL

Percolation 1

Year Subchapter 15 Design A Design B

1 0.41 0.42 0.19 2 1.89 2.07 1.22 3 1.93 1.98 0.85 4 2.10 2.10 1.11 5 1.97 2.13 1.48 6 4.42 5.23 4.07

1. Percolation from Layer 3 (foundation layer).


* * * * * iM( a -tnr-k * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

FRESNO CITY L A N D F I L L : 9 7 1 - 1 0 , 0 3 , 4 - 1 1 - 8 9 . F R E S 9 . R 0 9 : 12"VP, 12"BL, 24"VP USING: TWENTY YEARS OF MEAN ANNUAL RAINFALL (SYNTHETIC)

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

/^$.^•0 At-J'viWfVc ^(Vi^^RVuL

^ F M A ^ ^ (9.31

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

:3" :5" O hi "D

LAYER 1

VERTICAL PERCOLATION LAYER THICKNESS' POROSITY FIELD CAPACITY WILTING POINT INITIAL SOIL WATER CONTENT SATURATED HYDRAULIC CONDUCTIVITY

12.00 INCHES 0.3980 VOL/VOL 0.2443 VOL/VOL 0.1361 VOL/VOL 0.2200 VOL/VOL 0.0000999999975 CM/SEC

LAYER 2

BARRIER SOIL LINER - C O M P / 4 C T ( £ D L. /VVC:P

THICKNESS POROSITY FIELD CAPACITY WILTING POINT INITIAL SOIL WATER CONTENT SATURATED HYDRAULIC CONDUCTIVITY

12.00 INCHES 0.394 9 VOL/VOL 0.27 97 VOL/VOL 0.1875 VOL/VOL 0.394 9 VOL/VOL 0.0000010000000 CM/SEC

LAYER 3

VERTICAL PERCOLATION LAYER -cu^/uPACTED u^iE.R THICKNESS POROSITY FIELD CAPACITY WILTING POINT INITIAL SOIL WATER CONTENT SATURATED HYDRAULIC CONDUCTIVITY


GENERAL SIMULATION DATA

SCS RUNOFF CURVE NUMBER = 85.5 6 TOTAL AREA OF COVER = 4 3560. SQ FT EVAPORATIVE ZONE DEPTH = 32.00 INCHES UPPER LIMIT VEG. STORAGE = 4.77 60 INCHES INITIAL VEG. STORAGE = 2.6400 INCHES

SOIL WATER CONTENT INITIALIZED BY USER.

CLIMATOLOGICAL DATA

SYNTHETIC RAINFALL WITH SYNTHETIC DAILY TEMPERATURES AND SOLAR RADIATION FOR FRESNO CALIFORNIA

MAXIMUM LEAF AREA INDEX =2.00 START OF GROWING SEASON (JULIAN DATE) = 87 END OF GROWING SEASON (JULIAN DATE) = 322

(' NORMAL MEAN MONTHLY TEMPERATURES, DEGREES FAHRENHEIT

JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC

45.50 50.50 54.30 60.10 67.70 75.00 81.00 78.90 74.10 64.80 53.20 45.30

***********************************************************************

MONTHLY TOTALS FOR YEAR 1

JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC'

PRECIPITATION (INCHES) 0 .15 0 .40 2 .27 1 .69 0 .00 0 .08 0 .00 0 .00 0 .00 0 .31 0 .26 1 .22

RUNOFF (INCHES) 0 .000 0 .000 0 .003 0 .005 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000

EVAPOTRANSPIRATION 1 .157 0 .157 2 .210 1 .978 0 .016 0 .071 (INCHES) 0 .000 0 .000 0 .000 0 .244 0 .206 0 .303

PERCOLATION FROM 0 .0000 0 .0000 0 .0000 0 .0000 0 . 0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0 .0000 0 .0000 0 .0000 0 .0000

PERCOLATION FROM 0 .0154 0 .0132 0 .0138 0 .0127 0 .0125 0 .0115

LAYER 3 (INCHES) 0.0114 0.0109 0.0101 0.0100 0.0093 0.0093

MONTHLY SUMMARIES FOR DAILY HEADS

AVG. DAILY HEAD ON LAYER 2 (INCHES)

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

STD. DEV. OF DAILY HEAD 0.00 0.00 0.00 0.00 0.00 0.00 ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.00

***********************************************************************

***********************************************************************

ANNUAL TOTALS FOR YEAR

(INCHES)

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION

PERCOLATION FROM LAYER 2


CHANGE IN WATER STORAGE

SOIL WATER AT START OF YEAR

SOIL WATER AT END OF YEAR

SNOW WATER AT START OF YEAR

SNOW WATER AT END OF YEAR

ANNUAL WATER BUDGET BALANCE

6.38

0.007

6.343

0.1401

-0.110

12.27

12.16

0.00

0.00

0.00

(CU. FT.)

23159.

27.

23024.

0.

509.

-399.

44558.

44158.

0-

0.

0.

PERCENT

100.00

0.11

99.41

0.00

2.20

-1.72

0.00

***********************************************************************

***********************************************************************




JNOFF (INCHES) 0 .000 0 .000 0 .180 0 .000 0 .000 0 .000 0 000 0 000 0 .000 0 .000 0 .000 0 000

EVAPOTRANSPIRATION 0 906 1 564 2 .277 1 .505 0 .917 0 .322 (INCHES) 0 000 0 000 0 080 0 190 0 165 0 204

PERCOLATION FROM 0. 7019 0. 4078 0. 2564 0 0000 0 0000 0 0000 LAYER 2 (INCHES) 0. 0000 0. 0000 0, 0000 0. 0000 0. 0000 0 0000

PERCOLATION FROM 0. 0291 0. 2087 0. 2452 0. 1647 0. 1080 0. 0762 LAYER 3 (INCHES) 0. 0617 0. 0505 0. 0414 0. 0370 0. 0315 0. 0291


AVG. DAILY HEAD ON 0. 78 '0 .26 0. 06 0 .00 0. 00 0. 00 LAYER 2 (INCHES) 0. 00 0 .00 0. 00 0 .00 0. 00 0. 00

STD. DEV. OF DAILY HEAD 0. 68 0 .44 0. 11 0 .00 0. 00 0. 00 ON LAYER 2 (INCHES) 0. 00 0 .00 0. 00 0 .00 0. 00 0. 00

*****************************

('

******* * * * * * * * * * * * * * * * * ****** * * * * * * * * * * * * *

***************************** ****** * * * * * * * * * * * * * * * * * ********* * * * * * * * * * *

ANNUAL TOTALS FOR YEAR 2

(INCHES) (CU . FT.) PERCENT

PRECIPITATION 9. 74 35356. 100 .00

RUNOFF 0. 180 652. 1 .84

EVAPOTRANSPIRATION 8. 130 29512. 83 .47

PERCOLATION FROM LAYER 2 4. 3«61 4959. 14 .03

PERCOLATION FROM LAYER 3 1. 0830 3931. 11 .12

CHANGE IN WATER STORAGE 0. 347 1261. 3 .57

SOIL WATER AT START OF YEAR 12. 16 44158.

SOIL WATER AT END OF YEAR 12. 51 45419.

SNOW WATER AT START OF YEAR 0. 00 0.

SNOW WATER AT END OF YEAR 0. 00 0.

ANNUAL WATER BUDGET BALANCE 0. 00 0. 0 .00

***********************************************************************

***********************************************************************



PRECIPITATION (INCHES)

RUNOFF (INCHES)

EVAPOTRANSPIRATION (INCHES)

PERCOLATION FROM LAYER 2 (INCHES)


1.61 0.00

0.088 0.000

0.826 0.000

0.3428 0.0000

0.0327 0.0909

0.84 0.08

0.000 0.000

1.795 0.080

0.4069 0.0000

0.1814 0.0688

5.34 0.11

0.632 0.000

2.627 0.110

0.3088 0.0000

0.1584 0.0536

0.11 0.47

0.000 0.000

1.388 0.118

0.5862 0.0000

0.5315 0.0462

0.17 0.70

0.000 0.000

0.170 0.178

0.0000 0.0000

0.2369 0.0383

0.00 0.23

0 0 000 000

0.000 0.174

0.0000 0.0000

0.1274 0.0346



STD. DEV. OF DAILY HEAD ON LAYER 2 (INCHES)

0.76 0.00

0.43 0.00

1.19 0.00

1.08 0.00

0.00 0.00

0.00 0.00

1.30 0.67 2.51 1.64 0.00 0.00 0.00 0.00 0.00 0.00 ' 0.00 0.00

***********************************************************************

***********************************************************************


(INCHES)

PRECIPITATION 9.66

RUNOFF 0.720

EVAPOTRANSPIRATION 7.4 67

PERCOLATION FROM LAYER 2 4.6446

(CU. FT.)

35066.

2613.

27105.

5970.

PERCENT

100.00

7.45

77.30

17.03

PERCOLATION FROM LAYER 3 1 .6008 5811. 16. 57

CHANGE IN WATER STORAGE -0 .128 -463. - i . 32

SOIL WATER AT START OF YEAR 12 .51 45419.

SOIL WATER AT END OF YEAR 12 .38 44956.

SNOW WATER AT START OF YEAR 0 .00 0.

SNOW WATER AT END OF YEAR 0 .00 0.

ANNUAL WATER BUDGET BALANCE 0 .00 0. 0. 00

***********************************************************************

***********************************************************************



( ECIPITATION (INCHES) 0.25 1.20 1.19 0.84 0 .53 0 .03 0.00 0.00 0.00 0.09 1 .73 2 .22

RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0 .000 0 .000 0.000 0.000 0.000 0.000 0 .000 0 .004

EVAPOTRANSPIRATION 0.181 0.180 1.553 0.855 0 .984 0 .248 (INCHES) 0.000 0.000 0.000 0.015 1 .062 1 .654

PERCOLATION FROM 0.0000 0.5217 0.4178 0.0284 0 .0000 0 .0000 LAYER 2 (INCHES) 0.0000 0.0000 0.0000 0.0000 0 .0000 0 .6618



AVG. DAILY HEAD ON 0.00 0.05 0.06 0.00 0.00 0.00 LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0. 60


***********************************************************************

***********************************************************************


(INCHES) (CU. FT.) PERCENT

PRECIPITATION 8.08 29330. 100.00

RUNOFF 0.004 13. 0.04

EVAPOTRANSPIRATION 6.733 24442. 83.33

PERCOLATION FROM LAYER 2 1.6297 5916. 20.17


CHANGE IN WATER STORAGE 0.246 892. 3.04

SOIL WATER AT START OF YEAR 12.38 44956.

SOIL WATER AT END OF YEAR 12.63 45848.

SNOW WATER AT START OF YEAR 0.00 0.

SNOW WATER AT END OF YEAR 0.00 0.

ANNUAL WATER BUDGET BALANCE 0.00 0. 0.00

***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 0. 66 3. 70 2. 86 0 .22 0. 36 0 .00 0. 00 0. 00 0. 08 0 .29 2. 38 2 .33

RUNOFF (INCHES) 0. 000 0. 453 0. O i l 0 .000 0. 000 0 .000 0. 000 0. 000 0. 000 0 .000 0. 126 0 .009

EVAPOTRANSPIRATION 0. 930 2. 198 3. 211 0 .194 0. 511 0 .051 (INCHES) 0. 000 0. 000 0. 080 0 .215 0. 989 1 .474

PERCOLATION FROM 0. 0032 0. 6716 0. 2088 0 .0000 0. 0000 0 .0000 LAYER 2 (INCHES) 0. 0000 0. 0000 0. 0000 0 .0000 0. 4559 0 .8857

.RCOLATION FROM 0. 1600 0. 2022 0. 4603 0 .1809 0. 1147 0 .0796 LAYER 3 (INCHES) 0. 0639 0. 0519 0. 0424 0 .0378 0. 0492 0 .4118

MONTHLY SUMMARIES FOR,DAILY HEADS

.G. DAILY HEAD ON 0.00 1.55 0.10 0.00 0.00 0.00 LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.91 0.58


***********************************************************************

********************************************* * * ************************



PRECIPITATION 12.88 46754. 100.00

RUNOFF 0.600 2179. 4.66



. PERCOLATION FROM LAYER 3 1.854 6 6732. 14.40







***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 3.35 1.56 3.28 0.75 0.07 0.00

0.00 0.00 0.00 0.21 2.82 2.78

RUNOFF (INCHES)

•'APOTRANSPIRATION (INCHES)



0.038 0.000

1.845 0.000

0.2322 0.0000

0.4085 0.0579

0.000 0.000

2.568 0.000

0.6699 0.0000

0.6170 0.0479

0.003 0.000

3.245 0.000

0.0000 0.0000

0.2839 0.0395

0.000 0.000

0.695 0.210

0.0000 0.0000

0.1404 0.0356

0.000 0.164

0.558 0.750

0.0000 0.3859

0.0972 0.0394

0.000 0.108

0.000 1.728

0.0000 1.2038

0.0703 0.5107


AVG. DAILY HEAD ON 0.24 1.17 0.00 0.00 0.00 0.00 LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 1.32 2.64


***********************************************************************

***********************************************************************

r ANNUAL TOTALS FOR YEAR

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION






SNOW WATER AT START OF" YEAR



(INCHES)

14.82

0.313

11.598

2.4917

2.3482

0.560

13.20

13.76

0.00

0.00

0.00

(CU. FT.)

53797.

1137.

42102.

9045.

8524.

2033.

47922.

49956.

0.

0.

0.

PERCENT

100.00

2.11

78.26

16.81

15.84

3.78

0.00

***********************************************************************

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *


J A N / J U L FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC

PRECIPITATION (INCHES) 1 .59 2 . 68 1 .59 1 .32 0.02 0 .00 0 .01 0 .00 0 .00 0 .57 1. 82 0 .90

RUNOFF (INCHES) 0 .000 0 .211 0 .014 0 .000 0. 000 0 .000 0 .000 0 .000 0 .000 0 .000 0.013 0 .000

EVAPOTRANSPIRATION 2 .087 1 .252 2 .170 1 .538 0.055 0 .000 (INCHES) 0 .010 0 .000 0 .000 0 .127 0.197 0 .972

PERCOLATION FROM 0 .5317 0 .0000 0 .6022 0 .0000 0.0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0 .0000 0 .0000 0.0000 0 .9350

PERCOLATION FROM 0 .8492 0 .2374 0 .4178 0 .2206 0.1292 0 . 0867 LAYER 3 (INCHES) 0 .0683 0 .0549 0 .0444 0 .0394 0.0333 0 .2147




***********************************************************************

***********************************************************************



PRECIPITATION 10.50 38115. 100.00

RUNOFF 0.237 862. 2.26




CHANGE IN WATER STORAGE -0.541 -1963. -5.15






13.76

13.22

0.00

0.00

0.00

49956.

47992.

0.

0.

0. 0.00

***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 2 60 0 96 1 41 1 42 0 23 0 .00 0 00 0 00 0 00 0 22 0 61 1 .29

JRUNOFF (INCHES) 0 002 0 000 0 003 0 000 0 000 0 .000 0 000 0 000 0 000 0 000 0 000 0 000

EVAPOTRANSPIRATION 1 022 2 082 1 611 0 832 0 818 0 000 (INCHES) 0 000 0 000 0 000 0 085 0 194 0 728

PERCOLATION FROM 0 4746 0 8234 0 0000 0 0000 0 0000 0 0000 LAYER 2 (INCHES) 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000

PERCOLATION FROM 0 3469 0 8099 0 3348 0 1521 0 1026 0 0733 LAYER 3 (INCHES) 0 0598 0 0492 0 0405 0 0363 0 .0310 0 0287




***********************************************************************

***********************************************************************


• (INCHES) (CU. FT.) PERCENT 1

PRECIPITATION 8.74 31726. 100.00 m

RUNOFF 0.004 16. 0.05 •

EVAPOTRANSPIRATION 7.372 26762. 84.35 I


PERCOLATION FROM LAYER 3 2.0650 7496. 23.63 1

CHANGE IN WATER STORAGE 0.702 -2548. -8.03 -


• SOIL WATER AT END OF YEAR 12.52 45445.




*********************************************************************** B

r 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * •

MONTHLY TOTALS FOR YEAR 9 1 JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC •

PRECIPITATION (INCHES) 0.98 0.00

1.01 0.00

1.01 0.76

1.83 0. 0.01 2.

00 18

0.00 _ 1.11 I

RUNOFF (INCHES) 0.000 0.000

0.000 0.000

0.000 0.000

0.043 0. 0.000 0.

000 Oil

0.000 0.000 •

EVAPOTRANSPIRATION 1.378 (INCHES) 0.000

1.268 0.000

0.298 0.693

2.161 0. 0.077 0.

196 621

0.000 1.345 m

PERCOLATION FROM 0.3353 LAYER 2 (INCHES) 0.0000

0.0035 0.0000

0.0000 0.0000

0.2605 0. 0.0000 0.

0000 1088

0.0000 • 0.1689


0.0605 0.0434

0.0547 0.0363

0.0825 0. 0.0330 0.

0808 0291

0.0610 I 0.0586


1


"•̂D. DEV. OF DAILY HEAD 0.14 0.00 0.00 0.19 0.00 0.00 ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.04 0.00

***********************************************************************

***********************************************************************




RUNOFF 0.054 195. 0.61





, SOIL WATER AT START OF YEAR 12.52 454<i5.

SOIL WATER AT END OF YEAR - 12.67 45984.




***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 1.05 1.62 2.00 0.18 0.02 0.00 0.00 0.00 0.00 0.51 1.61 5.30

RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 , 0.000 0.000 0.000 1.687

EVAPOTRANSPIRATION 1.134 1.703 1.991 0.866 0.068 0.000

(INCHES) 0.000 0.000 0.000 0.128 0.193 1.491

PERCOLATION FROM ' LAYER 2 (INCHES)


0.0750 0.0368 0.0246 0.0072 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.2186 1.5979

0.0637 0.0567 0.0569 0.0484 0.0427 0.0358 0.0326 0.0290 0.0253 0.0239 0.0235 0.5775


AVG. DAILY HEAD ON 0 .00 0. 00 0. 00 0. 00 0 .00 0. 00 LAYER 2 (INCHES) 0 .00 0. 00 0. 00 0. 00 0 .11 6. 22

STD. DEV. OF DAILY HEAD 0 .00 0. 00 0. 00 0. 00 0 .00 0. 00 ON LAYER 2 (INCHES) 0 .00 0. 00 0. 00 0. 00 0 .23 3. 38

f

***********************************************************************

***********************************************************************


(INCHES) (CU. FT.)

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









12.29

1.687

7.573

1.9600

1.0159

2.014

12.67

14.68

0.00

0.00

0.00

44613.

6125.

27490.

7115.

3688.

7310.

45984.

53293.

0.

0.

0.

PERCENT

100.00

13.73

61. 62

15.95

8.27

16.38

0.00

***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 3 .26 0 .96 0 .57 0 .22 0 .06 0 .18 0 .00 . 0 .01 1 .37 2 .06 1 .45 2 .70

RUNOFF (INCHES) 0 .257 0 .003 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .072 0 . 157 0 .000 0 .000

EVAPOTRANSPIRATION 1 .773 1 .976 0 .553 0 .298 0 .165 0 .080 (INCHES) 0 .100 0 .010 0 .910 0 .438 1 .963 1 . 975

PERCOLATION FROM 0 .9530 1 .1961 0 .0000 0 .0000 0 .0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0 .0000 0 .0000 0 .3801 0 .4528

PERCOLATION FROM 1 .1622 1 .0649 0 .4654 0 .1.742 0 .1120 0 .0782 LAYER 3 (INCHES) 0 .0630 0 .0514 0 .0420 0 .0375 0 .0925 0 . 1487


AVG. DAILY HEAD ON 1.67 3.79 0.00 0.00 0.00 0.00 LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.22 0 .17


***********************************************************************

***********************************************************************



PRECIPITATION 12.84 46609. 100.00

RUNOFF 0.489 1777. 3.81










0.00

0 .00

0 .00

0

0

0. 0 .00

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * , ^ A , ^ , ^ , ^ , i r ^

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *




RUNOFF (INCHES) 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .249 0 .068


fERCOLATION FROM 0 .7846 0 .0033 0 .0000 0 .0000 0 .0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0 .0000 0 .0000 0 .0000 0 . 6744





***********************************************************************

***********************************************************************



PRECIPITATION 11.68 42398. 100.00

RUNOFF 0 .317 1151. 2. 72

EVAPOTRANSPIRATION 8 .965 32543. 76. 75



CHANGE IN WATER STORAGE 0 .891 3236. 7. 63






********************************** ****** ********** **********< ̂ * * * * * * *

********************************** ****** ********** **************** * *



PRECIPITATION (INCHES) 1 .43 0 39 0 .22 0 .49 0 .00 0 00 0 .00 0 00 0 01 0 .05 1 .16 0 .84

RUNOFF (INCHES) 0 .003 0 000 0 000 0 .000 0 .000 0 .000 0 000 0 000 0 000 0 .000 0 000 0 .000

EVAPOTRANSPIRATION 2 019 0 784 0 381 0 .463 0 046 0 000 (INCHES) 0 000 0. 000 0 010 0 050 0 186 0 651

PERCOLATION FROM 1 0015 0, 0000 0 0000 0 0000 0 0000 0 0000 LAYER 2 (INCHES) 0 0000 0. 0000 0 0000 0 0000 0 0000 0 2166

PERCOLATION FROM 0 7011 0. 3191 0 1657 0 1026 0 0777 0 0591 LAYER 3 (INCHES) 0 0502 0. 0424 0 0356 0 0324 0 0280 0 0314



1.88 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.01

STD. DEV. OF DAILY HEAD 1.63 0.00 0.00 0.00 0.00 0.00

ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.03

* » * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * , ^ * A * * * * * * *

******************************************* ******************»***,^,^,^,^,^,^


(INCHES)

13

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









4.59

0.003

4.590

1.2181

1.6453

-1.648

14.19

12.54

0.00

0.00

0.00

(CU. FT.)

16662.

10.

16662.

4422.

5972.

-5983.

51508.

45526.

0.

0.

0.

PERCENT

100.00

0.06

100.00

26.54

35.85

-35.91

0.00

***********************************************************************

***********************************************************************




RUNOFF (INCHES)

/APOTRANSPIRATION (INCHES)


1.79 0.04

0.020 0.000

0.832 0.040

2.81 0.00

0.035 0.000

2.533 0.000

1.73 0.27

0.000 0.000

2.689 0.270

1.48 0.90

0.151 0.000

1.691 0.308

0.02 1.03

0.000 0.003

0.004 0.201

0 2

19 12

0.000 0.124

0.181 1.436

0.2015 0.5577 0.0710 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.0499

(

PERCOLATION FROM 0.0656 0.2370 0.2152 0.1250 0.0897 0.0661 LAYER 3 (INCHES) 0.0551 0.0459 0.0381 0.0344 0.0296 0.1851




***********************************************************************

***********************************************************************



PRECIPITATION 12.38 44939. 100.00

RUNOFF 0.332 1207. 2.69










***********************************************************************

*********************************************************************



• "ECIPITATION (INCHES) 0 . 94 1 .56 1 .28 0 .73 1.14 0.00 0 .00 0 .00 0 .00 0 .43 3.66 1.68

RUNOFF (INCHES) 0 .000 0 .000 0 .000 0 .000 0.000 0.000 0 .000 0 .000 0 .000 0 .000 0.151 0.007

EVAPOTRANSPIRATION 1 .537 1 .803 0 .536 1 .007 1.630 0.000 (INCHES) 0 .000 0 .000 0 . 000 0 .298 0.833 1.606

PERCOLATION FROM 0 .0650 0 .0000 0 .0000 0 .0000 0.0000 0.0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0 .0000 0 .0000 0.5044 1.5217

PERCOLATION FROM 0 .3577 0 .1501 0 .1079 0 .0761 0.0617 0.0490 LAYER 3 (INCHES) 0 .0428 0 .0370 0 .0315 0 .0291 0.0391 0.8320



STD. DEV. OF DAILY HEAD 0.03 0.00 ' 0.00 0.00 0.00 0.00 ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 3.42 2.24

)«**********************************************************************

***********************************************************************



PRECIPITATION 11.42 41455. 100.00

RUNOFF 0.159 576. 1.39







SNOW WATER AT START OF YEAR 0.00 0. -



***********************************************************************

***********************************************************************




RUNOFF (INCHES) 0 000 0 008 0 000 0 .000 0 000 0 000 0 000 0 000 0 000 0 .000 0 000 0 000

EVAPOTRANSPIRATION 1 960 0 903 0 658 0 .361 0 465 0 010 (INCHES) 0 020 0 140 0 000 0 210 0 171 0 172

PERCOLATION FROM 0 2933 0 0000 0 0000 0 .0000 0 0000 0 0000 LAYER 2 (INCHES) 0 0000 0 0000 0 0000 0 0000 0 0000 0 0000

RCOLATION FROM 0. 7396 0 2099 0, 1291 0 0866 0 0683 0. 0532 LAYER 3 (INCHES) 0 0460 0 0394 0. 0333 0 0306 0 0266 0 0249


AVG. DAILY HEAD ON 0. 19 0 .00 0. 00 0 .00 0. 00 0 .00 LAYER 2 (INCHES) 0. 00 0 .00 0. 00 0 .00 0. 00 0 .00

STD. DEV. OF DAILY HEAD 0. 41 0 .00 0. 00 0 .00 0. 00 0 .00 ON LAYER 2 (INCHES) 0. 00 0 .00 0. 00 0 .00 0. 00 0 .00

***********************************************************************

***********************************************************************




RUNOFF 0.008 27. 0.14



PERCOLATION FROM LAYER 3 1 . 4874 5399. 28. 71

CHANGE IN WATER STORAGE -1 .385 -5027. -26. 73






***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 1 .67 2.27 1 .28 0 .24 0 .23 0 .00 0 .00 0.10 1 .98 0 .82 2 .06 2 .66

RUNOFF (INCHES) 0 .000 0.000 0 .017 0 .000 0 .000 0 .000 0 .000 0.000 0 .325 0 .000 0 .014 0 .002

EVAPOTRANSPIRATION 1 .216 2.027 1 .993 0 .240 0 .301 0 .015 (INCHES) 0 .000 0.096 0 .508 0 .788 1 .937 1 .184

PERCOLATION FROM 0 .3684 0.1551 0 .0165 0 .0000 0 .0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0.0000 0 .0000 0 .0000 0 .7949 0 .2204

PERCOLATION FROM 0 .0310 0.0887 0 .0900 0 .0680 0 .0564 0 .0454 LAYER 3 (INCHES) 0 .0401 0.0349 0 .0300 0 .0278 0 .0931 0 .2686



D. DEV. OF DAILY HEAD 0.21 0.01 0.00 0.00 0.00 0.00 ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 1.22 0.09

***********************************************************************

***********************************************************************



PRECIPITATION 13.31 48315. 100.00

RUNOFF 0.358 1301. 2.69

EVAPOTRANSPIRATION 10.304 37405. 77.42.









**********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 0.50 2 .35 2.81 2. 16 0 .10 0 .67 0.10 0 .00 0.09 0. 00 0 .39 2 .50

RUNOFF (INCHES) 0.000 0 .049 0.269 0. 066 0 .000 0 .000 0.000 0 .000 0.000 0. 000 0 .000 0 .001

EVAPOTRANSPIRATION 1.902 0 .854 2.867 2. 152 0 .224 0 .670 (INCHES) 0.100 0 .000 0.090 0. 000 0 .165 1 .137

'̂''.RCOLATION FROM 0.3373 0 .0000 0.5572 0. 3912 0 .0000 0 .0000 LAYER 2 (INCHES) 0.0000 0 .0000 0.0000 0. 0000 0 .0000 0 .0179

PERCOLATION FROM 0.3479 0 .1692 0.3060 0. 3601 0 .2390 0 .1281 LAYER 3 (INCHES) 0.0912 0 .0690 0.0537 0. 0463 0 .0384 0 .0348


AVG. DAILY HEAD ON 0.03 LAYER 2 (INCHES) 0.00

STD. DEV. OF DAILY HEAD 0.06 ON LAYER 2 (INCHES) 0.00

0.00 0.00

0.74 0.00

0.00 1.01 0.00 0.00

0.34 0.00

0.52 0.00

0.00 0.00

0.00 0.00

0.00 0.00 0.00 0.00

* * * * * * * * « * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * » * * * , ^ , ^ , ^ , t , ^ , ^ ^ , ^ ^ , ^ , ^ , ^ , ^

***********************************************************************


(INCHES) (CU. FT.)

11.67

0.384

10.161

1.3037

1.8837

-0.759

13.80

13.04

0.00

0.00

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION








42362.

1395.

36885.

4732.

6838.

-2756.

50101.

47345.

0.

0.

PERCENT

100.00

3.29

87.07

11.17

16.14

-6.51

ANNUAL WATER BUDGET BALANCE 0.00 0.00

***********************************************************************

***********************************************************************




0.00 0. 02 0.00 2 .25 1 .59 3.54

RUNOFF (INCHES) 0.000 0. 065 0.000 0 .000 0 .000 0.000 0.000 0. 000 0.000 0 .030 0 .000 0.080

EVAPOTRANSPIRATION 1.210 1. 795 3.035 0 .861 0 . 157 0.010 (INCHES) 0.000 0. 020 0.000 0 . 904 1 .873 1.597

PERCOLATION FROM 0.2636 0. 5237 0.4792 0 .0000 0 .0000 0.0000 LAYER 2 (INCHES) 0.0000 0. 0000 0.0000 0 .1299 0 .4967 1.0401

PERCOLATION FROM 0.0631 0. 0958 0.4782 0 .2063 0 . 1242 0.0843 LAYER 3 (INCHES) 0.0669 0. 0539 0.0437 0 .0401 0 . 1428 0.4921




***********************************************************************

A * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *



PRECIPITATION 14 .23 . 51655. 100.00

RUNOFF 0 .176 638. 1.24

EVAPOTRANSPIRATION 11 .462 41607. 80.55

PERCOLATION FROM LAYER 2 2 .9330 10647. 20.61


CHANGE IN WATER STORAGE 0 .701 2543. 4.92





ANNUAL WATER BUDGET BALANCE 0 .00 0. 0.00

***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 1 .26 3.04 0.55 1 .82 0 .00 0 .04 0 .00 0.00 1.07 0 .19 2 .39 1 .29

RUNOFF (INCHES) 0 .000 0.265 0.000 0 .003 0 .000 0 .000 0 .000 0.000 0.000 0 .000 0 .028 0 .000

EVAPOTRANSPIRATION 1 .983 1.782 0.590 1 .989 0 .140 0 .040 (INCHES) 0 .000 0.000 0.804 0 .286 0 .672 1 .659

PERCOLATION FROM 0 .5069 0.5979 0.0420 0 .0000 0 .0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0.0000 0.0000 0 .0000 0 .1340 0 .6909

PERCOLATION FROM 0 .8434 0.3810 0.4185 0 .1677 0 .1093 0 .0768 LAYER 3 (INCHES) 0 .0621 0.0508 0.0416 0 .0372 0 .0327 0 .1874




***********************************************************************

***********************************************************************



PRECIPITATION 11.65 42289. 100.00

RUNOFF 0.297 1077. 2.55


PERCOLATION FROM LAYER 2 1.9717 7157. 16. 92

PERCOLATION FROM LAYER 3 2.4086 8743. 20. 67







***********************************************************************

***********************************************************************

AVERAGE MONTHLY VALUES IN INCHES FOR YEARS 1 THROUGH 20


PRECIPITATION

TOTALS ;

1.47 0.01

1.73 0.02

1.73 0.29

0.96 0.57

0.21 1.51

0.06 1.99

STD. DEVIATIONS 0.89 0.04

0.94 0.04

1.21 0.56

0.65 0.63

0.30 0. 92

0.15 1.24

RUNOFF

TOTALS 0.020 0.000

0.054 0.000

0.057 0.020

0.013 0.009

0.000 0.038

0.000 0.104


0.119 0.000

0.152 0.074

0.037 0.035

0.000 0.073

0.000 • 0.375

EVAPOTRANSPIRATION

TOTALS 1.380 0.020

1.564 0.017

1.740 0.178

1.092 0.275

0.406 0.683

0.085 1.142


0.692 0.040

1.058 0.298

0.659 0.265

0.423 0.630

0.165 0.576


TOTALS 0.3736 0.0000

0.3288 0.0000

0.1492 0.0000

0.0637 0.0065

0.0000 0.1740

0.0000 0.5669


0.3568 0.0000

0.2108 0.0000

0.1596 0.0290

0.0000 0.2413

0.0000 0.5347


TOTALS 0.3421 0.2746 0.2409 0.1596 0.1030 0.0701 0.0565 0.0463 0.0381 0.0343 0.0434 0.2132

STD. DEVIATIONS 0.3515 0.2684 0.1496 0.1158 0.0548 0.0270 0.0180 0.0129 0.0096 0.0079 0.0310 0.2325

***********************************************************************

***********************************************************************

AVERAGE ANNUAL TOTALS & (STD. DEVIATIONS) FOR YEARS 1 THROUGH 20


PRECIPITATION 10.55 ( 2.868) 38284. 100.00

RUNOFF 0.316 ( 0.383) 1149. 3.00

EVAPOTRANSPIRATION 8.585 ( 1.963) 31162. 81.40

PERCOLATION FROM LAYER 2 1.6626 ( 0.7538) 6035. 15.76

. PERCOLATION FROM LAYER 3 1.6221 ( 0.0000) 5888. 15.38

CHANGE IN WATER STORAGE 0.023 ( 0.993) 85. 0.22

***********************************************************************

(

***********************************************************************

PEAK DAILY VALUES FOR YEARS 1 THROUGH 20

(INCHES) (CU. FT. )

PRECIPITATION 2.11 7659.3

RUNOFF 0.696 2527.5

PERCOLATION FROM LAYER 2 0.0677 245.8

HEAD ON LAYER 2 12.2


SNOW WATER 0.00 0.0 .

MAXIMUM'VEG. SOIL WATER (VOL/VOL) 0.3980

MINIMUM VEG. SOIL WATER (VOL/VOL) 0.1340

***********************************************************************

***********************************************************************

FINAL WATER STORAGE AT END OF YEAR 20

LAYER (INCHES) (VOL/VOL)

1 2.30 0.1914

2 4.74 0.3949

3 5.71 0.2377

SNOW WATER 0.00

*********************************************************************** ***********************************************************************

• * * * * * ***************! ************************************************************************ ***********************************************************************

FRESNO CITY LANDFILL: 971-01.03, 4-11-89 FRESIO.RIO: 12"VP, 24"BL, 24"VP USING: TWENTY YEARS OF MEAN ANNUAL RAINFALL (SYNTHETIC)

******************************************************************** *****************************************************************

* * * ******

LAYER

VERTICAL PERCOLATION LAYER THICKNESS POROSITY FIELD CAPACITY WILTING POINT INITIAL SOIL WATER CONTENT SATURATED HYDRAULIC CONDUCTIVITY


LAYER 2

BARRIER SOIL LINER THICKNESS POROSITY FIELD CAPACITY WILTING POINT INITIAL SOIL WATER CONTENT SATURATED HYDRAULIC CONDUCTIVITY

24.00 INCHES 0.394 9 VOL/VOL 0.2797 VOL/VOL 0.1875 VOL/VOL 0.394 9 VOL/VOL 0.0000099999997 CM/SEC

LAYER 3




SCS RUNOFF CURVE NUMBER = 85.56 TOTAL AREA OF COVER = 43560. SQ FT EVAPORATIVE ZONE DEPTH = 32.00 INCHES UPPER LIMIT VEG. STORAGE = 4.7760 INCHES INITIAL VEG. STORAGE = 2.6400 INCHES


CLIMATOLOGICAL DATA



NORMAL MEAN MONTHLY TEMPERATURES, DEGREES FAHRENHEIT


45.50 50.50 54.30 60.10 67.70 75.00 8.1.00 78.90 74.10 64.80 53.20 45.30

***********************************************************************




RUNOFF (INCHES) 0 .000 0 .000 0 .003 0 .005 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000


PERCOLATION FROM 0 .0000 0 .0000 0 .0000 0 .0000 0 .0000. 0 .0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0 .0000 0 .0000 0 .0000 0 .0000


LAYER 3 (INCHES) 0.0114 0.0109 0.0101 0.0100 0.0093 0.0093




***********************************************************************

***********************************************************************




RUNOFF 0.007 27. 0.11










*********************************************************************,

***********************************************************************

MONTHLY TOTALS FOR YEAR 2 ,


PRECIPITATION (INCHES) 2.20 1 .59 1.79 1 .57 0 .77 0.08 0.00 0 .00 0.08 0 .19 0 . 66 0.81

JNOFF (INCHES) 0.000 0 .000 0.180 0 .000 0 .000 0.000 0.000 0 .000 0.000 0 .000 0 .000 0.000

EVAPOTRANSPIRATION 0.906 1 .564 2.277 1 .505 0 . 917 0.322 (INCHES) 0.000 0 .000 0.080 0 .190 0 .165 0 .204

PERCOLATION FROM 0.92 63 0 .1834 0.2565 0 .0000 0 .0000 0.0000 LAYER 2 (INCHES) 0.0000 0 .0000 0.0000 0 .0000 0 . 0000 0.0000

PERCOLATION FROM 0.0553 0 .2080 0.2352 0 .1583 0 .1053 0.0747 LAYER 3 (INCHES) 0.0608 0 .0498 0.0409 0 .0367 0 .0313 0.0289




***********************************************************************

***********************************************************************


(INCHES) (CU. FT. ) PERCENT

PRECIPITATION 9. 74 35356 • 100 .00

RUNOFF 0. 180 652 • 1 .84

EVAPOTRANSPIRATION 8. 130 29512 • 83 .47

PERCOLATION FROM LAYER 2 1. 3662 4959 • 14 .03

PERCOLATION FROM LAYER 3 1. 0850 3939 • 11 . 14

CHANGE IN WATER STORAGE 0. 346 1254 • 3 .55

SOIL WATER AT START OF YEAR 16. 90 61360 •

SOIL WATER AT END OF YEAR 17. 25 62614 •

SNOW WATER AT START OF YEAR 0. 00 0 •

SNOW WATER AT END OF YEAR 0. 00 0 •

ANNUAL WATER BUDGET BALANCE 0. 00 0 0 .00

' ***********************************************************************

***********************************************************************




0.00 0.08 0.11 0.47 0.70 0.23 RUNOFF (INCHES) 0.088 0.000 0.632 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000

EVAPOTRANSPIRATION 0.826 1.795 2.626 1.159 0.139 0.031 (INCHES) 0.000 0.080 0.110 0.114 0.177 0.174



r MONTHLY SUMMARIES FOR DAILY HEADS

AVG. DAILY HEAD ON 0.05 0.00 0. 07 0.00 0 .00 0.00 LAYER 2 (INCHES) 0.00 0.00 0,. 00 0.00 0 .00 0.00

STD. DEV. OF DAILY HEAD 0.15 0.00 0. 24 0.01 0 .00 0.00 ON LAYER 2 (INCHES) 0.00 0.00 0. 00 0.00 0 .00 0.00

***********************************************************************

***********************************************************************

ANNUAL TOTALS FOR YEAR 3 *



,RUNOFF 0.720 2613. 7.45



PERCOLATION FROM LAYER 3 1 .8365 66 67. 19.01

CHANGE IN WATER STORAGE -0 . 126 -458 . -1 .31






***********************************************************************

***********************************************************************



ECIPITATION (INCHES) 0.25 1.20 1.19 0.84 0 .53 0.03 0.00 0.00 0.00 0.09 1 .73 2.22

RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0 .000 0.000 0.000 0.000 0.000 0.000 0 .000 0.004

EVAPOTRANSPIRATION 0.181 0.180 1.553 0.855 0 .984 0.248 (INCHES) 0.000 0.000 0.000 0.015 1 .062 1. 654

PERCOLATION FROM 0.0000 0.5280 0.4178 0.0284 0 .0000 0.0000 LAYER 2 (INCHES) 0.0000 0.0000 0.0000 0.0000 0 .0000 0.6620





***********************************************************************

c * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ****** ****** * * * * * * * * * * * * * * * * * * * * * * * * *


(INCHES) (CU. F T . ) PERCENT

PRECIPITATION 8 .08 29330. 100. 00

( RUNOFF

0 .004 13 . 0 . 04

EVAPOTRANSPIRATION 6 .733 24439. 8 3 . 32

PERCOLATION FROM LAYER 2 1 .6363 5940. 2 0 . 25

PERCOLATION FROM LAYER 3 1 .1231 4077 . 13 . 90

CHANGE IN WATER STORAGE 0 .221 801 . 2 . 73

SOIL WATER AT START OF YEAR 17 •12 62156.


SNOW WATER AT START OF YEAR 0 .00 0 .


ANNUAL WATER BUDGET BALANCE 0 .00 0. 0 . 00

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ****** * * * * * * * * * * * * * * * * * * * * * * * * *

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ****** * * * * * * * * * * * * * * * * * * * * * * * * *



PRECIPITATION (INCHES) 0 66 3 .70 2 .86 0 .22 0 .36 0 .00 0 00 0 00 0 .08 0 29 2 38 2 .33

RUNOFF (INCHES) 0 000 0 .453 0 .011 0 .000 0 000 0 .000 0 000 0 000 0 000 0 000 0 126 0 009

EVAPOTRANSPIRATION 0. 930 2 198 3 211 0 183 0 511 0 051 (INCHES) 0. 000 0 000 0 080 0 215 0 989 1 474

PERCOLATION FROM 0. 0032 0 8711 0 0213 0 0000 0 0000 0 0000 LAYER 2 (INCHES) 0. 0000 0 0000 0 0000 0 0000 0 6749 0 6678

JRCOLATION FROM 0, 1496 0 3828 0 3391 0 1541 0 1035 0 0737 LAYER 3 (INCHES) 0. 0601 0 0494 0 0406 0 0364 0 .0925 0 .4343


/ G . DAILY HEAD ON 0.00 0 .06 0 .00 0 .00 0 .00 0 .00 LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.05 0.02

STD. DEV. OF DAILY HEAD - 0 .00 0 .15 0 .00 0 .00 0 .00 0 .00 ON LAYER 2 (INCHES) 0 .00 0 .00 0 .00 0 .00 0 .15 0 .02

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *



PRECIPITATION 12.88 46754. 100.00

RUNOFF 0.600 2178. 4.66






SOIL WATER AT END OF YEAR 17.87 64 854.




***********************************************************************

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *



PRECIPITATION (INCHES) 3 .35 1.56 3 .28 0 .75 0 .07 0 .00 0.00 0 .00 0 .00 0 .21 2 .82 2 .78

RUNOFF (INCHES)

" VAP 0 T RAN S PI RA TI ON (INCHES)



0.038 0.000

1.844 0.000

0.000 0.000

2.567 0.000

0.003 0.000

3.245 0.000

0.000 0.000

0. 688 0.210

0.000 0.164

0.559 0.750

0.000 0.105

0.000 1.727

0.5762 0.3327 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.9589 1.0684

0.3986 0.6540 0.2306 0.1255 0.0899 0.0663 0.0552 0.0460 0.0381 0.0345 0.1234 0.8394




***********************************************************************

***********************************************************************


(INCHES)

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









14.82

0.311

11.591

2.9362

2.7014

0.217

17.87

18.08

0.00

0.00

0.00

(CU. FT.)

53797.

1128.

42075.

10658.

9806.

787.

64854.

65641.

0.

0.

0.

PERCENT

100.00

2.10

78.21

19.81

18.23

1.46

0.00

***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 1 .59 2 .68 1.59 1 .32 0 .02 0 .00 0 .01 0 .00 0.00 0 .57 1 .82 0 .90

RUNOFF (INCHES) 0 .000 0 .211 0.014 0 .000 . 0 .000 0 .000 0 .000 0 .000 0.000 0 .000 0 .013 0 .000

EVAPOTRANSPIRATION 2 .087 1 .248 2.145 1 .474 0 .054 0 .000 (INCHES) 0 .010 0 .000 0.000 0 .124 0 .198 0 . 971

PERCOLATION FROM 0 .1012 0 .0000 0.6931 0 .0000 0 .0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0.0000 0 .0000 0 .0000 0 .9373

PERCOLATION FROM 0 .5409 0 .1852 0.4927 0 .2022 0 . 1228 0 .0836 LAYER 3 (INCHES) 0 .0664 0 .0536 0.0435 0 .0387 0 .0328 0 .2504

^ MONTHLY SUMMARIES FOR DAILY HEADS



***********************************************************************

***********************************************************************



PRECIPITATION 10.50 38115. 100.00

RUNOFF 0.237 862. 2.26







SNOW WATER AT START OF YEAR 0 .00 0. >



***********************************************************************

***********************************************************************




PUNOFF (INCHES)




2.60 0.00

0.002 0.000

1.021 0.000

0.7596 0.0000

0.4448 0.0575

0.96 0.00

0.000 0.000

2.080 0.000

0.5399 0.0000

0.7729 0.0476

1.41 0.00

0.003 0.000

1.612 0.000

0.0000 0.0000

0.2748 0.0393

1.42 0.22

0.000 0.000

0.832 0.086

0.0000 0.0000

0.1381 0.0354

0.23 0.61

0.000 0.000

0.818 0.195

0.0000 0.0000

0.0961 0.0303

0.00 1.29

0.000 0.000

0.000 0.728

0.0000 0.0000

0.0697 0.0281



0.03 0.00

0.02 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00


***********************************************************************

***********************************************************************


PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









(INCHES)

8 .74

0.004

7.372

1.2995

2.0345

-0.671

17.92

17.25

0.00

0.00

0.00

(CU. FT.)

31726.

16.

26761.

4717.

7385.

-2436.

65061.

62625.

0.

0.

0.

PERCENT

100.00

0.05

84.35

14.87

23.28

-7. 68

0.00

***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 0 .98 1 .01 1. 01 1 .83 0 .00 0 .00 0 .00 0 .00 0. 76 0 .01 2 .18 1 .11

RUNOFF (INCHES) 0 .000 0 .000 0. 000 0 .043 0 .000 0 .000 0 .000 0 .000 0. 000 0 .000 0 .011 0 .000

EVAPOTRANSPIRATION 1 .377 1 .267 0. 299 2 .161 0 .196 0 .000 (INCHES) 0 .000 0 .000 0. 693 0 .077 0 .621 1 .344

PERCOLATION FROM 0 .3347 0 .0035 0. 0000 0 .2603 0 .0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0. 0000 0 .0000 0 .1085 0 .1689

PERCOLATION FROM 0 .0605 0 .0594 0. 0539 0 .0843 0 .0794 0 .0601 LAYER 3 (INCHES) 0 .0509 0 .0429 0. 0360 0 .0327 0 .0291 0 .0582


AVG. DAILY HEAD ON 0.01 0. 00 0. 00 0. 01 0 .00 0. 00 LAYER 2 (INCHES) 0.00 0. 00 0. 00 0. 00 0 .00 0. 00

-̂ D. DEV. OF DAILY HEAD 0.02 0. 00 0. 00 0. 02 0 .00 0. 00 ON LAYER 2 (INCHES) 0.00 0. 00 0. 00 0. 00 0 .01 0. 00

***********************************************************************

***********************************************************************




RUNOFF 0.054 195. 0.60


PERCOLATION FROM LAYER 2 0.87 60 3180. 9.85



.. SOIL WATER AT START OF YEAR 17.25 62625.





***********************************************************************

***********************************************************************




0.00 0.00 0.00 0.51 1.61 5.30 RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.479

EVAPOTRANSPIRATION 1.134 1.703 1.990 0.866 0.068 0.000

(INCHES) 0 .000 0.000 0.000 0 .128 0 .193 1 .491

PERCOLATION FROM 0 .0753 0.0368 0.0246 0 .0072 0 .0000 0 . 0000 LAYER 2 (INCHES) 0 .0000 0.0000 0.0000 0 .0000 0 .2977 3 .3144

PERCOLATION FROM 0 .0634 0.0565 0.0568 0 .0483 0 .0426 0 . 0357 LAYER 3 (INCHES) 0 .0325 0.0290 0.0253 0 .0238 0 .0256 2 .4784




***********************************************************************

***********************************************************************


(INCHES) (CU. FT.)

12.29 44613.

0.479 1740.

7.573 27490.

3.7560 13634.

2.9179 10592.

1.320 4790.

17.41 63181.

18.72 67971.

0.00 0.

0.00 0.

0.00 0.

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









PERCENT

100.00

3.90

61.62

30.56

23.74

10.74

0.00

***********************************************************************

***********************************************************************




RUNOFF (INCHES) 0 255 0 001 0 000 0 000 0 .000 0 000 0 000 0 000 0 073 0 163 0 000 0 000

EVAPOTRANSPIRATION 1 .773 1 .918 0 500 0 173 0 172 0 071 (INCHES) 0 109 0 010 0 780 0 408 1 967 1 978

PERCOLATION FROM 0 4209 1 3735 0. 0000 0 0000 0 0000 0 0000 LAYER 2 (INCHES) 0 0000 0 0000 0 0000 0 0000 0 5336 0 4470

PERCOLATION FROM 0 6538 1 3471 0 3010 0 1446 0 0991 0 0714 LAYER 3 (INCHES) 0 0586 0 0484 0 0399 0. 0358 0 1466 0 1969


AVG. DAILY HEAD ON 0. 01 0 .07 0 .00 0 .00 0. 00 0. 00 { LAYER 2 (INCHES) 0. 00 0 .00 0 .00 0 .00 0. 04 0. 01

STD. DEV. OF DAILY HEAD 0. 02 0 .12 0 .00 0 .00 0. 00 0. 00 ON LAYER 2 (INCHES) 0. 00 0 .00 0 .00 0 .00 0. 15 0. 02

***********************************************************************

***********************************************************************



PRECIPITATION 12.84 46609. 100.00

RUNOFF 0.4 92 1785. 3.83










0.00

0.00

0.00

0

0,

0, 0.00

**********************************************************************.

***********************************************************************




RUNOFF (INCHES) 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .249 0 .068


fERCOLATION FROM 0 .7830 0 .0032 0 .0000 0 .0000 0 .0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0 .0000 0 .0000 0 .0000 1 .2627


MONTHLY SUMMARIES FOR DAILY BEADS



***********************************************************************

***********************************************************************



PRECIPITATION 11.68 42398. 100.00

RUNOFF 0 .317 1151. 2. 72


PERCOLATION FROM LAYER 2 2 .0489 7437. 17 . 54

PERCOLATION FROM LAYER 3 1 .6865 6122. 14 . 44







******************************** ****** ********** * * * * * * * * * * i ****** * *

******************************** ****** ********** * * * * * * * * * * i t * * * * * * *



PRECIPITATION (INCHES) 1 43 0 39 0 22 0 49 0 00 0 00 0 00 0 00 0 01 0 05 1 16 0 84

RUNOFF (INCHES) 0 001 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 OOO



PERCOLATION FROM 0 7030 0 2323 0. 1409 0 0920 0 0715 0 0553 LAYER 3 (INCHES) 0 0475 0 0405 0 0341 0 0312 0 0271 0 0306



0.01 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.01


ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.01

***********************************************************************

***********************************************************************


(INCHES)

13

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









4.59

0.001

4.590

0.6310

1.5060

-1.507

18.78

17.27

0.00

0.00

(CU. FT.)

16662.

3.

16662.

2291.

5467.

-5470.

68171.

62700.

0.

0.

PERCENT

100.00

0.02

100.00

13.75

32.81

-32.83

0.00 0. 0.00

***********************************************************************

***********************************************************************




RUNOFF (INCHES)

APOTRANSPIRATION (INCHES)


1.79 2.81 1.73 1.48 0.02 0.19 0.04 0.00 0.27 0.90 1.03 2.12

0.020 0.035 0.000 0.151 0.000 0.000 0.000 0.000 0.000 0.000 0.003 0.124-

0.832 2.533 2.689 1.691 0.004 0.181 0.040 0.000 0.270 0.308 0.201 1.436

0.4463 0.3128 0.0711 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.0974

PERCOLATION FROM 0.0687 0.2562 0.2005 0.1199 0.0870 0.0646 LAYER 3 (INCHES) 0.0540 0.0452 0.0376 0.034C 0.0293 0.3502


AVG. DAILY HEAD ON 0.02 0.01 0.00 0.00 0.00 0.00 LAYER 2 (INCHES) 0.00 0.00 0.00 O.OO 0.00 0.10


***********************************************************************

***********************************************************************



PRECIPITATION 12.38 44939. 100.00

, - RUNOFF 0.332 1207. 2.69




CHANGE IN WATER STORAGE 0.515 1870. . 4.16






***********************************************************************

*********************************************************************




1 . 0.

56 00

1.28 0.00

0.73 1 0.43 3

. 14

.66 0. 00 1. 68


0. 0.

000 000

0.000 0.000

0.000 0 0.000 0

.000

.147 0.000 0.000


1. 0.

803 000

0.536 0.000

1.007 1 0.298 0

. 630

.833 0. 000 1. 606


0. 0.

0000 0000

0.0000 0.0000

0.0000 0 0.0000 1

.0000

.3424 0.0000 1.0204


0. 0.

1270 0354

0.0963 0.0303

0.0698 0 0.0281 0

.0576

.2485 0.0462 1.2120


AVG. DAILY HEAD ON ' 0.00 LAYER 2 (INCHES) 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.08

0.00 0.04


0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.22

0.00 0.08

A * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

*********************************************************************'* *



PRECIPITATION 11 .42 41455. 100.00

RUNOFF 0 .147 535. 1.29

EVAPOTRANSPIRATION 9 .246 33563. 80.96



CHANGE IN WATER STORAGE -0 .222 -806. -1.94






***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 1.68 1.11 0.24 0.69 0 .09 0 .00 0.02 0.14 0.00 0.51 0 .08 0 .62

RUNOFF (INCHES) 0.000 0.008 0.000 0.000 0 .000 0 .000 0.000 0.000 0.000 0.000 0 .000 0 .000

EVAPOTRANSPIRATION 1.959 0.861 0.658 0.361 0 .464 0 .010 (INCHES) 0.020 0.140 0.000 0.210 0 . 172 0 .172


.RCOLATION FROM 0.3334 0.1486 0.1040 0.0740 0 .0603 0 . 0481 LAYER 3 (INCHES) 0.0422 0.0365 0.0311 0.0288 0 .0252 0 .0237




***********************************************************************

***********************************************************************




RUNOFF 0.008 27. 0.14




CHANGE IN WATER STORAGE -0. 811 -2944. -15 .66





ANNUAL WATER BUDGET BALANCE 0. 00 0. 0 .00

***********************************************************************

***********************************************************************




RUNOFF (INCHES) 0 .000 0 .000 0 .017 0 .000 0 .000 0 .000 0 .000 0 .000 0 .325 0 .000 0 .014 0 .002






^TD. DEV. OF DAILY HEAD 0.02 0.00 0.00 0.00 0.00 0.00 ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.09 0.01

***********************************************************************

***********************************************************************



PRECIPITATION 13.31 48315. 100.00

RUNOFF 0.358 1301. 2.69







SNOW WATER AT START OF YEAR 0.00. 0.


ANNUAL WATER BUDGET BALANCE 0.00 0, 0.00

***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 0. 50 2. 35 2 .81 2 .16 0 .10 0 .67 0. 10 0. 00 0 .09 0 .00 0 .39 2 .50

RUNOFF (INCHES) 0. 000 0. 049 0 .269 0 .066 0 .000 0 .000 0. 000 0. 000 0 .000 0 .000 0 .000 0 .001

EVAPOTRANSPIRATION 1. 902 0. 854 2 .867 2 .152 0 .219 0 .670 (INCHES) 0. 100 0. 000 0 .090 0 .000 0 .165 1 .137

^RCOLATION FROM 0. 3376 0. 0000 0 .5634 0 .3907 0 .0000 0 .0000 LAYER 2 (INCHES) 0. 0000 0. 0000 0 .0000 0 .0000 0 .0000 0 .0179

PERCOLATION FROM 0. 3256 0. 1634 0 .3577 0 .3558 0 .2131 0 .1199 LAYER 3 (INCHES) 0. 0870 0. 0665 0 .0521 0 .0452 0 .0376 0 . 0342




***********************************************************************

***********************************************************************



(

PRECIPITATION 11.67 42362. 100.00

RUNOFF 0.384 1394. 3.29






SOIL WATER AT END OF YEAR 17.78 6452 9.




***********************************************************************

***********************************************************************




0 .00 0 .02 0 .00 2 25 1 .59 3 .54

RUNOFF (INCHES) 0 000 0 065 0 000 0 000 0 000 0 .000 0 000 0 000 0 000 0 031 0 000 0 .076


PERCOLATION FROM 0 2636 1 0352 0 0302 0 0000 0 0000 0 .0000 LAYER 2 (INCHES) 0 0000 0 0000 0 0000 0 2447 0 3882 1 4522

PERCOLATION FROM 0 0621 0 2739 0 4360 0. 1707 0, 1106 0 0775 LAYER 3 (INCHES) 0 0626 0 0511 0 0418 0. 0405 0 1431 0 9378




***********************************************************************

K * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *


(INCHES) (CU. FT.)

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









14.23

0.173

11.392

3.4142

2.4076

0.257

17.78

18.03

0.00

0.00

0.00

51655.

627.

41355.

12394.

8739.

934.

64529.

65463.

0.

0.

0.

PERCENT

100.00

1.21

80.06

23.99

16.92

1.81

0.00

***********************************************************************

**********************************************************************^



PRECIPITATION (INCHES) 1 .26 3.04 0.55 1. 82 0 .00 0 .04 0 .00 0.00 1.07 0.19 2 .39 1 .29

RUNOFF (INCHES) 0 .000 0.265 0.000 0.003 0 .000 0 . 000 0 .000 0.000 0.000 0.000 0 .028 0 .000

EVAPOTRANSPIRATION 1 .980 1.782 0.571 1.907 0 .140 0 .040 (INCHES) 0 .000 0.000 0.748 0.330 0 .674 1 .657

PERCOLATION FROM 0 .1013 0.7401 0.0000 0.0000 0 .0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0.0000 0.0000 0.0000 0 .3269 0 .5109





* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *



PRECIPITATION 11.65 42289. 100.00

RUNOFF 0.297 1077. 2.55

EVAPOTRANSPIRATION 9.829 35681. 84 .37



CHANGE IN WATER STORAGE -0 .558 -2026. -4 .79



SNOW WATER AT START OF YEAR 0 .00 0 .


ANNUAL WATER BUDGET BALANCE 0 .00 0. 0 .00

***********************************************************************

***********************************************************************



PRECIPITATION

TOTALS 1. 47 1 .73 1 .73 0 .96 0. 21 0 .06 ( 0. 01 0 .02 0 .29 0 .57 1. 5-1 1 .99

STD. DEVIATIONS 0. 89 0 .94 1 .21 0 .65 0. 30 0 .15 0. 04 0 .04 0 .56 0 .63 0. 92 1 .24

RUNOFF

TOTALS 0. 020 0 .054 0 .057 0 .013 0. 000 0 .000 0. 000 0 .000 0 .020 0 .010 0. 038 0 .043

STD. DEVIATIONS 0. 059 0 .119 0 .152 0 .037 0. 000 0 .000 • 0. 000 0 .000 0 .074 0 .037 0. 072 0 .110

EVAPOTRANSPIRATION

TOTALS 1. 380 1 .559 1 .735 1 .064 0. 404 0 .087 0. 020 0 .017 0 .168 0 .275 0. 683 1 .142

STD. DEVIATIONS 0. 520 0 .693 1 .062 0 .658 0. 425 0 .164 0. 041 0 .040 0 .276 0 .264 0. 631 0 .576


TOTALS 0. 3310 0 .3095 0 .1570 0 .0383 0. 0000 0 .0000 0. 0000 0 .0000 0 .0000 0 .0122 0. 2758 0 .6488

STD. DEVIATIONS 0. 2943 0 .4098 0 .2942 0 .1022 0. 0000 0 .0000 0. 0000 0 .0000 0 .0000 0 .0547 0. 4 026 0 .7939


TOTALS 0.2679 0 .3013 0.2241 0 .1545 0 .0954 0 .0666 0.0543 0 .0448 0.0370 0 .0335 0 .0666 0.3864

STD. DEVIATIONS 0.2381 0 .3167 0.1338 0 .1338 0 .0473 0 .0248 0.0169 0 .0123 0 .0092 0 .0077 0 . 0 6 4 6 0 .5977

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *


(INCHES) (CU. F T . ) PERCENT

PRECIPITATION 1 0 . 5 5 ( 2 .868) 38284. 100 .00

RUNOFF 0 . 2 5 5 ( 0 .213) 927 . 2 .42

EVAPOTRANSPIRATION 8.536 ( 1.949) 30985. 80.93

PERCOLATION FROM LAYER 2 1.7726 ( 0.9927) 6435. . 16.81

PERCOLATION FROM LAYER 3 1.7324 ( 0.0000) 6289. 16.43

CHANGE IN WATER STORAGE 0.023 ( 0.757) 84. 0.22

*********************************************************************** I

***********************************************************************


(INCHES) (CU. FT.)

PRECIPITATION 2.11 7659.3

RUNOFF 0.560 2033.9

PERCOLATION FROM LAYER 2 0.404 9 1469.7

HEAD ON LAYER 2 4.7


SNOW WATER 0.00 0.0

MAXIMUM VEG. SOIL WATER (VOL/VOL) 0.3658

MINIMUM VEG. SOIL WATER (VOL/VOL) 0.1340

***********************************************************************

***********************************************************************


LAYER

1

SNOW WATER

(INCHES)

2.30

9.48

5.70

0.00

(VOL/VOL)

0.1915

0.3949

0.2375

*********************************************************************** ***********************************************************************

********************* ********* *********************

********************************************** **************************************************

FRESNO CITY LANDFILL: 971-01.03, 4-11-89. FRESH.Rll: 18"VP, 24"BL, 24"VP USING: TWENTY YEARS OF MEAN ANNUAL RAINFALL (SYNTHETIC)

*********************************************************************** ***********************************************************************

LAYER



LAYER 2


24.00 INCHES 0.3949 VOL/VOL 0.27 97 VOL/VOL 0.1875 VOL/VOL 0.394 9 VOL/VOL 0.0000099999997 CM/SEC

LAYER






CLIMATOLOGICAL DATA


MAXIMUM LEAF AREA,INDEX =2.00 START OF GROWING SEASON (JULIAN DATE) = 87 END OF GROWING SEASON (JULIAN DATE) = 322

f NORMAL MEAN MONTHLY TEMPERATURES, DEGREES FAHRENHEIT


45.50 50.50 54.30 60.10 67.70 75.00 81.00 78.90 74.10 64,80 . 53.20 45.30

***********************************************************************



PRECIPITATION (INCHES) 0. 15 0 .40 2 .27 1. 69 0 .00 0 .08 0. 00 0 .00 0 .00 0. 31 0 .26 1 .22

RUNOFF (INCHES) 0. 000 0 .000 0 .001 0. 044 0 .000 0 .000 0. 000 0 .000 0 .000 0. 000 0 .000 0 .000

EVAPOTRANSPIRATION 1. 637 0 . 178 2 .219 1. 943 0 .000 0 .078 (INCHES) 0. 000 0 .000 0 .000 0. 231 0 .206 0 .304

PERCOLATION FROM 0. 0000 0 .0000 0 .0000 0. 0000 0 .0000 0 .0000 LAYER 2 (INCHES) 0. 0000 0 .0000 0 .0000 0. 0000 0 .0000 0 .0000

PERCOLATION FROM 0. 0154 0 .0132 0 .0138 0. 0127 0 .0125 0 .0115

LAYER 3 (INCHES) 0.0114 0.0109 0.0101 0.0100 0.0093 0.0093




***********************************************************************

***********************************************************************




RUNOFF 0.045 163. 0.70










***********************************************************************

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *



PRECIPITATION (INCHES) 2 .20 1 .59 1 .79 1 .57 0.77 0 .08 0 .00 0 .00 0 .08 0 .19 0 . 66 0 .81

NOFF (INCHES) 0 .000 0 .000 0 .103 0 .000 0.000 0 .000 0 .000 0 .000 0 .000 0 .000 0.000 0 . 000

EVAPOTRANSPIRATION 0 .900 1 .560 2 .271 1 .507 1.595 0 .303 (INCHES) 0 .000 0 .000 0 .080 0 .190 0.173 0 .210

PERCOLATION FROM 0 .0457 0 .3388 0 .3538 0 .0713 0. 0007 0 .0000 LAYER • 2 (INCHES) 0 .0000 0 .0000 0 .0000 0 . 0000 0.0000 0 .0000


MONTHLY SUMMARIES FOR DAILY BEADS

AVG. DAILY HEAD ON 0.00 0.01 0.01 0.00 0 . 00 0.00 LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.00


***********************************************************************

***********************************************************************




RUNOFF 0.103 375. 1.06









ANNUAL WATER BUDGET BALANCE • 0.00 0. 0.00

********************************************************************

***********************************************************************




RUNOFF (INCHES)




1. 61 0.00

0.070 0.000

0.820 0.000

0.0000 0.0000

0.0240 0.0847

0.84 0.08

0.000 0.000

1.783 0.080

0.0665 0.0000

0.0215 0.0651

5.34 0.11

0.543 0.000

2.656 0.110

0.8608 0.0000

0.0607 0.0512

0.11 0.47

0.000 0.000

1.509 0.123

0.3096 0.0000

0.4386 0.0445

0.17 0.70

0.000 0.000

0.541 0.183

0.0000 0.0000

0.1998 0.0371

0.00 0.23

0.000 0.000

0.000 0.177

0.0000 0.0000

0.1154 0.0336



0.00 0.00

0.00 0.00

0.03 0.00

0.01 0.00

0.00 0.00

0.00 0.00


***********************************************************************

***********************************************************************


(INCHES)

PRECIPITATION 9.66

RUNOFF 0.613

EVAPOTRANSPIRATION 7.980


(CU. FT.)

35066.

2224.

28969.

4490.

PERCENT

100.00

6.34

82.61

12.80


CHANGE IN WATER STORAGE -0 .109 -397. -1.13


SOIL WATER AT END OF YEAR 17 . 92 65051.




***********************************************************************

***********************************************************************



ZCIPITATION (INCHES) 0.25 1.20 1.19 0.84 0 .53 0.03 0.00 0.00 0.00 0.09 1 .73 2.22

RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0 .000 0 . 000 0.000 0.000 0.000 0.000 0 .000 0.037

EVAPOTRANSPIRATION 0.187 0.207 1.434 1.265 1 .264 0.233 (INCHES) 0.000 0.000 0.000 0.019 0 .278 1. 614


PERCOLATION FROM 0.0299 0.0252 0.0398 0.0646 0 .0603 0.0481 LAYER 3 (INCHES) 0.0421 0.0365 0.0311 0.0288 0 .0251 0 .1.093




***********************************************************************

***********************************************************************



PRECIPITATION 8 .08 29330. 100. 00

RUNOFF 0 .037 134. 0. 46


PERCOLATION FROM LAYER 2 1 .0553 3831 . 13. 06








******************************** ****** ****** ************ ******** * * * * *

******************************** ****** ****** ************ ******** * * * * *



PRECIPITATION (INCHES) 0 66 3 70 2 86 0 22 0 36 0 00 0 00 0 00 0 08 0 29 2 38 2 33

RUNOFF (INCHES) 0 000 0 414 0 040 0 000 0 000 0 000 0 .000 0 000 0 000 0 000 0 091 0 000

EVAPOTRANSPIRATION 0 994 2 183 3 195 0 832 0 548 0 051 (INCHES) 0 000 0 000 0. 080 0 236 1 047 . 1 473

PERCOLATION FROM 0 1074 0 6941 0 1325 0 0122 0 .0000 0 0000 LAYER 2 (INCHES) 0 0000 0 0000 0. 0000 0 0000 0 .0000 0 5018

.RCOLATION FROM 0 1776 0 2900 0 3815 0 1850 0 .1169 0 .0807 LAYER 3 (INCHES) 0 0646 0 0524 0 0427 0 0381 0 .0323 0 0634


- .G. DAILY HEAD ON 0.00 0.02 0.00 0.00 0.00 0.00 LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.01


************** * * *******************************************************

***********************************************************************



PRECIPITATION 12.88 46754. 100.00

RUNOFF 0.545 1979. 4.23



. PERCOLATION FROM LAYER 3 1.5252 5536. 11.84







***********************************************************************

***********************************************************************




^ 0.00 0.00 0.00 0.21 2.82 2.78

RUNOFF (INCHES)

' 'APOTRANSPIRATION (INCHES)



0.031 0.000

1.832 0.000

0.4077 0.0000

0.000 0.000

2.555 0.000

0.6278 0.0000

0.002 0.000

3.237 0.000

0.0700 0.0000

0.000 0.000

1.135 0.210

0.0091 0.0000

0.000 0.086

0.753 0.753

0.0000 0.1324

0.000 0.082

0.000 1.715

0.0000 1.1505

0.1731 0.5394 0.2937 0.1568 0.1050 0.0746 0.0607 0.0498 0.0409 0.0366 0.0322 0.2961




***********************************************************************

***********************************************************************


PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









(INCHES)

14.82

0.201

12.190

2.3975

1.8587

0.570

19.09

19.66

0.00

0.00

0.00

(CU. FT.)

53797.

729.

44251.

8703.

6747.

2070.

69299.

71369.

0.

0.

0.

PERCENT

100.00

1.35

82.26

16.18

12.54

3.85

0.00

***********************************************************************

**************************************** * * ***************************



PRECIPITATION (INCHES) 1 .59 2 . 68 1 .59 1 .32 0 .02 0 .00 0 .01 0 .00 0 .00 0 .57 1 .82 0 .90

RUNOFF (INCHES) 0 .000 0 .166 0 .021 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .008 0 .000


PERCOLATION FROM 0 .2558 0 .0550 0 . 6536 0 .0356 0 .0001 0 .0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0 .0000 0 .0000 0 .0000 0 .1236

PERCOLATION FROM 0 .5412 0 .2309 0 .4595 0 .2468 0 . 1421 0 .0926 LAYER 3 (INCHES) 0 .0719 0 .0572 0 .0460 0 .0406 0 .0342 0 .0334




***********************************************************************

***********************************************************************



PRECIPITATION 10.50 38115. 100.00

RUNOFF 0.195 709. 1.86









ANNUAL WATER BUDGET BALANCE 0. 00 0. 0.00

***********************************************************************

***********************************************************************

MONTHL'i TOTALS FOR YEAR 8


PRECIPITATION (INCHES) 2. 60 0.96 1.41 1 .42 0 .23 0 .00 0. 00 0.00 0.00 0 .22 0 .61 1 .29

JiUNOFF (INCHES) 0. 002 0.000 0.001 0 .000 0 .000 0 .000 JiUNOFF (INCHES) 0. 000 0.000 0.000 0 .000 -0 .000 0 .000

EVAPOTRANSPIRATION 1. 019 2.070 1.783 1 .008 1 .142 0 .000 (INCHES) 0. 000 0.000 0.000 0 .088 0 .203 0 .687

PERCOLATION FROM 0. 6975 0.6822 0.0782 0 .0000 0 .0000 0 .0000 LAYER 2 (INCHES) 0. 0000 0.0000 0.0000 0 .0000 0 .0000 . 0 .0000

PERCOLATION FROM 0. 1045 0.5633 0.3349 0 .1625 0 .1071 0 .0757 LAYER 3 (INCHES) 0. 0614 0.0503 0.0412 0 .0369 0 .0314 0 .0290


AVG. DAILY HEAD ON 0.02 0.02 0.00 0.00 0.00 0.00 LAYER 2 (INCHES)

/ 0.00 0.00 0.00 0.00 0.00 0.00

1


***********************************************************************

***********************************************************************




RUNOFF 0.003 12. 0.04










***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 0 98 1 01 1 .01 1 83 0 .00 0 .00 0 00 0 00 0 76 0 01 2 18 1 . 11

RUNOFF (INCHES) 0 000 0 000 0 000 0 016 0 000 0 000 0 000 0 000 0 000 0 000 0 004 0 000

EVAPOTRANSPIRATION 1. 430 1 260 0 456 2 160 0 649 0 000 (INCHES) 0. 000 0 000 0. 760 0 010 0 628 1 324

PERCOLATION FROM 0. 0000 0. 0000 0. 0000 0 0000 0 0000 0 0000 LAYER 2 (INCHES) 0 0000 0 0000 0 0000 0 0000 0 .0000 0 0000

PERCOLATION FROM 0 0262 0 0216 0 0220 0 0196 0 0188 0 0170 LAYER 3 (INCHES) 0. 0165 0 0155 0 0141 0 0138 0 0127 0 0125



•"D. DEV. OF DAILY HEAD 0.00 0.00 0.00 0.00 0.00 0.00 ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.00

***********************************************************************

***********************************************************************




RUNOFF 0.021 75. 0.23



PERCOLATION FROM LAYER 3 0.2103 . 763. 2.37


SOIL WATER AT START OF YEAR ' 18.11 65729.

SOIL WATER AT END OF YEAR ' 18.09 65662.




***********************************************************************

***********************************************************************




RUNOFF (INCHES) 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .432

EVAPOTRANSPIRATION 1 .138 1 .640 2 .019 1 .092 0 .314 0 .000

(INCHES) 0 .000 0.000 0.000 0.135 0 .209 1 . 427

PERCOLATION FROM 0 .0000 0.0000 0.0000 0.0000 0 . 0000 0 .0000 - LAYER 2 (INCHES) 0 .0000 0.0000 0.0000 o.cjooo 0 .0000 2 .8396





***********************************************************************

***********************************************************************


(INCHES)

10

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









12.29

0.432

7.975

2.8396

1.5460

2.337

18.09

20.43

0.00

0.00

0.00

(CU. FT.)

44613.

1567.

28950.

10308.

5612.

8484.

65662.

74146.

0.

0.

0.

PERCENT

100.00

3.51

64.89

23.10

12.58

19.02

0.00

***********************************************************************

***********************************************************************




0.96 0.01

0.57 1.37

0.22 0 2.06 1

.06

.45 0.18 2.70


0.001 0.000

0.000 0.067

0.000 0 0.115 0

.000

.000 0.000 0.000


1.960 0.010

0.554 1.303

0.498 0 0.117 1

.445

.992 0. 135 1. 930


1.5501 0.0000

0.0430 0.0000

0.0055 0 0.0000 0

.0000

.0000 0.0000 0.0000


1.4756 0.0509

0.3744 0.0417

0.1690 0 0.0373 0

.1101

.0317 0.0772 0.0293



0.05 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00


0.06 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

***********************************************************************

***********************************************************************



PRECIPITATION 12. 84 46609. 100 .00

RUNOFF 0. 298 1081. 2 .32

EVAPOTRANSPIRATION 10. 741 38989. 83 .65)



CHANGE IN WATER STORAGE -1. 403 -5091. -10 .92






0.00

0.00

0.00

0.

0.

0. 0.00

***********************************************************************

***********************************************************************




RUNOFF (INCHES) 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .088 0 .048


PERCOLATION FROM 0 .-8321 0 .1305 0 .0088 0 .0000 0 .0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0 .0000 0 .0000 0 .0000 0 .4693

PERCOLATION FROM 0 . 1445 0 .2427 0 .1624 0 .1015 0 .0770 0 . 0587 LAYER 3 (INCHES) 0 .0499 0 .0422 0 .0354 0 .0323 0 .0279 0 .0364




***********************************************************************

***********************************************************************



PRECIPITATION 11.68 42398. 100.00

RUNOFF 0. 135 492. 1. 16

EVAPOTRANSPIRATION 9. 611 34889. 82. 29

PERCOLATION FROM LAYER 2 1. 4407 5230. 12. 34


CHANGE IN WATER STORAGE 0. 922 3348. 7. 90





ANNUAL WATER BUDGET BALANCE 0. 00 0. 0. 00

***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 1 .43 0 .39 0 .22 0. 49 0 .00 0. 00 0 .00 0 .00 0 .01 0. 05 1 .16 0. 84

RUNOFF (INCHES) 0 .003 0 .000 0 .000 0. 000 0 .000 0. 000 0 .000 0 .000 0 .000 0. 000 0 .000 0. 000

EVAPOTRANSPIRATION 2 .007 . 0 .878 0 .413 0. 586 0 .452 0. 000 (INCHES) 0 .000 0 .000 0 .010 0. 050 0 .192 0. 651

PERCOLATION FROM 0 .6528 0 .0789 0 .0077 0. 0007 0 .0000 0. 0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0 .0000 0. 0000 0 .0000 0. 0000

PERCOLATION FROM 0 .3385 0 .2511 0 .1596 0. 1011 0 .0769 0. 0586 LAYER 3 (INCHES) 0 .0498 0 .0422 0 .0354 0. 0322 0 .0279 0. 0260




ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.00

***********************************************************************

***********************************************************************


(INCHES) (CU. FT.)

4.59 PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









0.003

5.238

0.7401

1.1993

-1.851

19. 95

18.10

0.00

0.00

0.00

16662.

12.

19015.

2686.

4353.

-6718.

72404 .

65685.

0.

0.

PERCENT

1.00.00

0.07

114.12

16.12

26.13

-40.32

0.00

***********************************************************************

***********************************************************************




RUNOFF (INCHES)

APOTRANSPIRATION (INCHES)


1.79 0.04

0.020 0 .000

0.836 0.040

2.81 0.00

0.034 0 .000

2.511 0.000

1.73 0.27

0 .000 0 .000

2.866 0.270

1.48 0.90

0.034 0 .000

1.780 0.400

0.02 1.03

0.000 0.010

0.531 0.215

0.19 2.12

0.000 0.108

0.190 1.415

0.0000 0.2411 0.1228 0.0105 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.2184

PERCOLATION FROM 0.0237 0.0300 0.0585 0.0565 0.0486 0.0400 LAYER 3 (INCHES) 0.0359 0.0317 0.0275 0.0.257 0.0227 0.0282




***********************************************************************

***********************************************************************



PRECIPITATION 12.38 44939. 100.00

RUNOFF 0.206 748. 1.67

EVAPOTRANSPIRATION ' 11.054 40127. 89.29



CHANGE IN WATER STORAGE 0.691 ,2507. 5.58






***********************************************************************

*********************************************************************



'-^ECIPITATION (INCHES) 0 . 94 1.56 1.28 0.73 1 . 14 0 .00 0 .00 0.00 0.00 0.43 3 . 66 1 . 68

RUNOFF (INCHES) 0 .000 0.000 0.000 0.000 0 .000 0 .000 0 .000 0.000 0.000 0.000 0 .069 0 .000

E VAP.O T RAN S PI RAT I ON 1 .709 1.799 0.844 1. O i l 1 .861 0 .000 (INCHES) 0 .000 0.000 0.000 0.308 0 .834 1 . 615

PERCOLATION FROM 0 .1033 0.0055 0.0005 0.0000 0 .0000 0 .0000 LAYER 2 (INCHES) 0 . 0000 0.0000 0.0000 0.0000 0 .5174 1 . 1344




STD. DEV. OF DAILY HEAD 0.00 0.00 0.00 0.00 0.00 0.00 ,. ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.05 0.04

>/»*********************************************************************

***********************************************************************



PRECIPITATION 11.42 41455. 100.00

RUNOFF 0.069 251. 0.61

EVAPOTRANSPIRATION 9. 981 36231. 87.40









***********************************************************************

***********************************************************************




RUNOFF (INCHES)



:̂ COLATION FROM LAYER 3 (INCHES)

1.68 0.02

0.000 0.000

1.950 0.020

0.1329 0.0000

0.3984 0.0448

1.11 0.14

0.054 0.000

1.169 0.140

0.0139 0.0000

0.1859 0.0385

0.24 0.00

0.000 0.000

0.656 0.000

0.0000 0.0000

0.1207 0.0327

0.69 0.51

0.000 0.000

0.609 0.216

0.0000 0.0000

0.0826 0.0300

0 0

0 0,

0, 0,

09 08

000 000

508 171

0.0000 0.0000

0.0658 0.0261

0.00 0. 62

0.000 0.000

0.009 0.168

0.0000 0.0000

0 .0516 0 . 0245


AVG. DAILY HEAD ON 0 .00 0. 00 0. 00 0. 00 0. 00 0 .00 LAYER 2 (INCHES) 0 .00 0. 00 0. 00 0. 00 0. 00 0 .00

STD. DEV. OF DAILY HEAD 0 .00 0. 00 0. 00 0. 00 0. 00 0 .00 ON LAYER 2 (INCHES) 0 .00 0. 00 0. 00 0. 00 0. 00 0 .00

***********************************************************************

***********************************************************************




RUNOFF 0.054 195. 1.04










0.1468

1.1018

-1.592

19.17

17.58

0.00

0.00

0.00

533.

3999.

-5779.

69589.

63810 .

0.

0.

0.

2.83

21.27

-30.73

0.00

**********************************************************************.

***********************************************************************




RUNOFF (INCHES) 0 .000 0 .000 0 .049 0 .000 0 .000 0 .000 0 .000 0 .000 0 .122 0 .000 0 .004 0 .000






J . DEV. OF DAILY HEAD 0.00 0.00 0.00 0.00 0.00 0.00 ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.01 0.00

***********************************************************************

***********************************************************************


PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









(INCHES)

13.31

0.176

10.880

0.4123

0.2240

2.030

17.58

19.61

0.00

0.00

0.00

(CU. FT.)

48315.

640 .

39494.

1496.

813.

7368.

63810.

71178.

0.

0.

0.

PERCENT

100.00

1.32

'81.74

3.10

1.68

15.25 '

0.00

X X * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

***********************************************************************



PRECIPITATION (INCHES) 0 .50 2. 35 2 .81 2 .16 0 .10 0 .67 0 .10 0. 00 0 .09 0 .00 0 .39 2 .50

RUNOFF (INCHES) 0 .000 0. 026 0 .198 0 .046 0 .000 0 .000 0 .000 0. 000 0 .000 0 .000 0 .000 0 .000 -

EVAPOTRANSPIRATION 1 .888 0. 894 2 .865 2 .151 .0 .954 0 .670 (INCHES) 0 .100 0. 000 0 .090 0 .000 0 .170 1 .134

^"RCOLATION FROM 0 .3683 0. 0533 0 .5751 0 .3891 0 .0092 0 .0000 LAYER 2 (INCHES) 0 .0000 0. 0000 0 .0000 0 .0000 0 .0000 0 .0000

PERCOLATION FROM 0 .0946 0. 1038 0 .2588 0 .3331 0 .2417 0 .1291 LAYER 3 (INCHES) 0 .0917 0. 0693 0 .0539 0 .0464 0 .0385 0 .0347




***********************************************************************

***********************************************************************


(INCHES) (CU. FT.)

11.67

0.269

10.917 .

1.3949

1.4956

-1.012

19.61

18.60

0.00

0.00

0.00

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION



CHANGE IN'WATER STORAGE



SNOW.WATER AT START OF YEAR



42362.

977.

39630.

5064 .

5429.

-3673.

71178.

67505.

0.

0.

0.

PERCENT

100.00

2.31

93.55

11.95

12.82

-8.67

0.00

***********************************************************************

***********************************************************************




0 .00 0 .02 0 .00 2 .25 1.59 3 .54

RUNOFF (INCHES) 0 .000 0 .0 65 0 .004 0 .000 0.000 0 .000 0 .000 0 .000 0 .000 0 .021 0.000 0 .062

EVAPOTRANSPIRATION 1 .142 1 .769 3 .075 0 .878 0.695 0 .010 (INCHES) 0 .000 0 .020 0 .000 0 .871 1.908 '1 .569

PERCOLATICN FROM 0 .0000 0 .5204 0 .2284 0 .0274 0.0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0 .0000 0 .0000 0.0000 1 .2818

PERCOLATICN FROM 0 .0308 0 .0436 0 .1959 0 .1413 0.1002 0 .0720 LAYER 3 (INCHES) 0 .0590 0 .0486 0 .0400 0 .0360 0.0308 0 .3223




* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *



PRECIPITATION 14.23 51655. 100.00

RUNOFF 0.153 555. 1.07










* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

***********************************************************************




RUNOFF (INCHES) 0 .000 0 .176 0 .000 0 .014 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .015 0 .000


PERCOLATION FROM 0 .2342 0 .4406 •0 . 0843 0 .0180 0 .0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0 .0000 0 .0000 0 .0000 0 .0425





***********************************************************************

***********************************************************************



PRECIPITATION 11.65 42289. 100.00

RUNOFF 0.205 744 . 1.76










-1.123

19.62

18.49

0.00

0.00

0.00

-4077,

71206,

67129,

0,

0,

-9. 64

0.00

**********************************************************************

I * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *



PRECIPITATION

TOTALS

STD. DEVIATIONS

1.47 0.01

0.89 0.04

1.73 0.02

0.94 0.04

1.73 0.29

1.21 0.56

0 0

0, 0.

96 57

65 63

0.21-1.51

0.30 0. 92

0.06 1.99

0.15 1.24

RUNOFF

TOTALS

STD. DEVIATIONS

EVAPOTRANSPIRATION

TOTALS

STD. DEVIATIONS

0.012 0.000

0.030 0.000

1.426 0.017

0.520 0.036


TOTALS

STD. DEVIATIONS

0.2181 0.0000

0.2707 0.0000

0.047 0.000

0.101 0.000

1.565 0.017

0.662 0.038

0.2749 0.0000

0.3910 0.0000

0.048 0.009

0.126 0.031

1.814 0.206

1.032 0.384

0.1748 0.0000

0.2507 0.0000

0, 0,

0, 0,

1. 0

0, 0,

008 007

015 026

257 252

567 275

0, 0.

000 019

0.0489 0.0000

0.1064 0.0000

0.000 0.034

0.736 0.661

0.458 0.650

0.0006 0.0468

0.0020 0.1305

0.000 0.038

0.000 0.098

0.088 1.129

0.163 0.567

0.0000 0.4288

0.0000 0.7132


***********************************************************************


LAYER

1

2

3

SNOW WATER

(INCHES)

3. 93

9.48

5.08

0.00

(VOL/VOL)

0.2185

0.3949

0.2118

*********************************************************************** ***********************************************************************

*********************** ************************************

************************************************ ***********************************

FRESNO CITY LANDFILL: 971-01.03, 4-6-89 FRS6.R06: 12"VP, 12"BL, 24"VP USING: FIVE YEARS OF MEAN ANNUAL FOLLOWED BY ONE 100-YR_EVENT

*********************************************************************** ***********************************************************************

LAYER 1



LAYER 2


12.00 INCHES 0.394 9 VOL/VOL 0.27 97 VOL/VOL 0.1875 VOL/VOL 0.3949 VOL/VOL 0.0000010000000 CM/SEC -IO

LAYER 3


24.00 INCHES 0.3325 VOL/VOL 0.2173 VOL/VOL 0.1361 VOL/VOL 0.2040 VOL/VOL 0.0000999999975 CM/SEC --to


SCS RUNOFF CURVE NUMBER = 85.56 TOTAL AREA OF COVER = 43560. SQ FT EVAPORATIVE ZONE DEPTH = 32.00 INCHES UPPER LIMIT VEG. STORAGE = 4.7760 INCHES-INITIAL VEG. STORAGE = 2.6400 INCHES


CLIMATOLOGICAL DATA





48.50 50.50 54.30 60.10. 67.70 75.00 81.00 78.90 74.10 64.80 53.20 45.30

***********************************************************************




RUNOFF (INCHES) 0 .000 0 .201 0 .010 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .012 0 .000



PERCOLATION FROM 0 . 0154 0 .0132 0 .0415 0 . 0441 0 .0392 0 .0-332

LAYER 3 (INCHES) 0.0304 0.0273 0.0240 0.0227 0.0202 0.0974



0.00 0.00 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.46


* * * * *******************************************************************

***********************************************************************


(INCHES)

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









10 .50

0.224

9.189

-i.0063

0.4086

0.679

12.27

12.95

0.00

0.00

0.00

(CU. FT.)

38115.

812.

33356.

3653.

1483.

2464.

44558.

47022.

0.

0.

PERCENT

100.00

2.13

87.51

9.58

3.89

6.47

0.00

***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 1. 59 2 .68 1. 59 1 .32 0. 02 0. 00 0. 01 0 .00 0. 00 0 .57 1. 82 0. 90

JNOFF (INCHES) 0. 000 0 .244 0. 031 0 .000 0 . 000 0. 000 0. 000 0 .000 0. 000 0 .000 0. 012 0. 000

EVAPOTRANSPIRATION 1. 559 1 .214 2. 190 1 .380 0 . 348 0. 000 (INCHES) 0. 010 0 .000 0. 000 0 .141 0. 207 1. 167

PERCOLATION FROM 0. 1922 0 .1959 0. 9344 0 .0000 0. 0000 0. 0000 LAYER 2 (INCHES) 0. 0000 0 .0000 0. 0000 0 .0000 0. 0000 0. 7442

PERCOLATION FROM 0. 1481 0 .1363 0. 6381 0 .2969 0. 1514 0. 0966 LAYER 3 (INCHES) 0. 0743 0 .0587 0. 0470 0 .0413 0. 0348 0. 1701


AVG. DAILY HEAD ON 0. 01 0. 31 2 .18 0. 00 0. 00 0 .00 LAYER 2 (INCHES) 0. 00 0. 00 0 .00 0. 00 0. 00 0 .54

STD. DEV. OF DAILY HEAD 0. 00 0. 89 2 .20 0. 00 0. 00 0 .00 ON LAYER 2 (INCHES) 0. 00 0. 00 0 .00 0. 00 0. 00 0 .57

***********************************************************************

***********************************************************************



PRECIPITATION 10.50 38115. 100.00

RUNOFF 0.286 1040. 2.73




CHANGE IN WATER STORAGE 0.104 376. 0. 99






**********************************************************************

***********************************************************************

MONTHLY TOTALS FOR YEAR



RUNOFF (INCHES)




,59 ,01

,000 ,000

1.482 0.010

0.1670 0.0000

0.2199 0.0723

2 0

0 0

1, 0,

68 00

211 000

498 000

0.1990 0.0000

0.1672 0.0575

1.59 0.00

0.014 0.000

2.226 0.000

0.7902 0.0000

0.5901 0.0462

1.32 0.57

0.000 0.000

1.512 0.132

0.0000 0.0000

0.2683 0.0407

0.02 1.82

0.000 0.012

0.119 0.199

0.0000 0.0000

0.1438 0.0343

0.00 0.90

0.000 0.000

0.000 1.137

0.0000 0.8453

0.0933 0.1973



0.00 0.30 1.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.71

STD. DEV. OF DAILY HEAD 0.00 .0.85 1.46 0.00 0.00 0.00 ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 , 0.00 0.63

***********************************************************************

***********************************************************************


(INCHES)

PRECIPITATION 10.50

RUNOFF 0.238

EVAPOTRANSPIRATION 8.314


(CU. FT.)

38115.

864 .

30179.

7265.

PERCENT

100.00

2.27

79.18

19.06


CHANGE IN WATER STORAGE 0 . 017 63. 0.17






***********************************************************************

***********************************************************************



ECIPITATION (INCHES) 1.59 0.01

3.54 0.00

0.73 0.00

1.32 0. 0.57 1.

02 82

0.00 0.90


0.227 0.000

0.000 0.000

0.000 0. 0.000 0.

000 012

0.000 0.000


1.391 0.010

1.647 0.000

1.998 0.000

1.628 0. 0.142 0.

028 201

0.000 0.973


0.2785 0.0000

0.2405 0.0000

0.7271 0.0000

0.0000 0. 0.0000 0.

0000 0089

0.0000 0.8241


0.2921 0.0718

0.2287 0.0571

0.6286 0.0459

0.2615 0. 0.0405 0.

1419 0342

0.0925 0.2009



0.01 0.00

0.36 0.00

1.17 0.00

0.00 0.00

0.00 0.01

0.00 0.66


******************************* * * **************************************

******* ****************************************************************


(INCHES)

10.50

0.239

8.018

2.0791

2.0959

0.147

13.07

13.22

0.00

0.00

0.00

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









(CU. FT.)

38115.

868 .

29106.

7547.

7608.

534 .

47461.

47994.

0.

0.

PERCENT

100.00

2.28

76.36

19.80

19.96

1.40

0.00

***********************************************************************

***********************************************************************




RUNOFF (INCHES)



RCOLATION FROM LAYER 3 (INCHES)

1.59 0.01

0.000 0.000

1.567 0.010

0.1948 0.0000

0.2564 0.0711

2.68 0.00

0.278 0.000

1.518 0.000

0.1951 0.0000

0.1868 0.0567

1.59 0.00

0.010 0.000

2.208 0.000

0.7277 0.0000

0.5772 0.0456

1.32 0.57

0.000 0.000

1.520 0.132

0.0000 0.0000

0.2524 0.0403

0.02 1.82

0.000 0.012

0.110 0.199

0.0000 0.0000

0.1392 0.0340

0 0

0 0

0 0

00 90

000 000

000 972

0.0000 0.9422

0.0913 0.2188


' 'G. DAILY HEAD ON 0.01 0.27 1.48 0.00 0.00 0.00 LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.82


***********************************************************************

**********************************************************************.



PRECIPITATION 10.50 38115. 100.00

RUNOFF 0.300 1090. 2.86




• CHANGE IN WATER STORAGE -0.006 -23. -0.06






***********************************************************************

***********************************************************************




RUNOFF (INCHES)

'EVAPOTRANSPIRATION (INCHES)



0.014 0.000

1.950 0.018

1.0067 0.0000

0.6778 0.0823

1.269 0.000

2.887 0.002

0.4080 0.0000

0.6049 0.0637

0.458 0.000

2.503 0.000

1.4193 0.0000

1.2163 0.0503

0.002 0.000

3.082 0.128

0.0208 0.0000

0.4855 0.0438

0.000 0.459

0.412 0.847

0.0000 0.4492

0.1876 0.0539

0.000 0.000

0.000 1.739

0.0000 1.4993

0.1110 0.8389




***********************************************************************

(

***********************************************************************


PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









(INCHES)

21.00

2.202

13.568

4.8034

4.4159

0.814

13.22

14.03

0.00

0.00

0.00

(CU. FT.)

76230.

7994.

49250.

17436.

16030.

2956.

47971.

50926.

0.

0.

PERCENT

100.00

10.49

64.61

22.87

21.03

3.88

0.00

***********************************************************************

***********************************************************************



PRECIPITATION

TOTALS 1.86 0.01

3.27 0.00

1.71 0.00

1.54 0.66

0 . 02 2. 12

0. 00 1. 05 •


1.08 0.00

0.80 0.00

0.54 0.23

0.01 0.74

0.00 0 . 37 M

RUNOFF

TOTALS 0.002 0.000

0.405 0.000

0.087 0.000

0.000 0.000

0.000 0.087

0.000 1 0.000 •


0.424. 0.000

0.182 0.000

0.001 0.000

0.000 0.182

0.000 m 0.000 1

EVAPOTRANSPIRATION

TOTALS 1.706 0.011

1.720 0.000

2.210 0.000

1.754 0.134

0.210 0.311

0.000 . " 1.200


0.590 0.001

0.166 0.000

0.657 0.006

0.150 0.263

0.000 1 0.283


TOTALS 0.3065 0.0000

0.2064 0.0000

0.8283 0,0000

0.0035 0.0000

0.0000 0.0764

0.0000 ^ 0.9150 I


0.1302 0.0000

0.3439 0.0000,

0.0085 0.0000

0.0000 0.1827

0.0000 0.3043 •


TOTALS 0.2683 0.0670

0.2228 0.0535

0.6153 0.0432

0.2681 0.0382

0.1338 0.0352

0.0863 1 0.2872 "


0.2009 0.0131

0.3724 0.0095

0.1404 0.0077

0.0497 0.0108

0.0270 1 0.2736 • *********************************************************************** • ***********************************************************************



PRECI?:rATION

RUNOFF

E VAP 0 r ?.:̂ S PI RATI ON

PERCOL.-.riON FROM LAYER 2



12.25 ( 4.287)

0.582 ( 0.795)

9.257 ( 2.151)

2.3361 ( 1.2793)

2.1191 ( 0.0000)

0.292 ( 0.359)

44468

2111

33602

8480

7692

1061

100.00

4.75

75.57

19.07

17 . 30

2.39

***********************************************************************

***********************************************************************

PEAK DAILY VALUES FOR YEARS

Pr-ZCIPITATION

RL"NOFF


HZAD ON LAYER 2


SKOW WATER

MAXIMUM VEG. SOIL WATER (VOL/VOL)

MINIMUM .VEG. SOIL WATER (VOL/VOL)

1 THROUGH

(INCHES)

3.10

1.251

0.0643

11.5

0.0456

0.00

0.3863

0.1360

(CU. FT.)

11253.0

4542.6

233.5

165.4

0.0

* * * * * * * i t » « * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

***********************************************************************



1 3.09 0.2577

2 4.74 0.3949

3 6.20 0.2583

SNOW WATER 0.00

*********************************************************************** ***********************************************************************

FRESNO CITY LANDFILL: 971-01.03, 4-6-89 FRS8.R08: 12"VP, 24"BL, 24"VP USING: FIVE YEARS OF MEAN ANNUAL RAINFALL FOLLOWED BY ONE 100-YR EVENT

*********************************************************************** ***********************************************************************

LAYER

VERTICAL PERCOLATION LAYER THICKNESS ' POROSITY FIELD CAPACITY WILTING POINT INITIAL SOIL WATER CONTENT SATURATED HYDRAULIC CONDUCTIVITY

12.00 INCHES 0.3980 VOL/VOL 0.2443 VOL/VOL 0.1361 VOL/VOL 0.2200 VOL/VOL 0.0000999999975 CM/SEC =

LAYER 2


24.00 INCHES 0.394 9 VOL/VOL 0.2797 VOL/VOL 0.1875 VOL/VOL 0.3949 VOL/VOL 0.0000099999997 CM/SEC '^'^

LAYER 3






CLIMATOLOGICAL DATA


MAXIMUM LEAF AREA INDEX = 2.00 START OF GROWING SEASON (JULIAN DATE) = 87 END OF GROWING SEASON (JULIAN DATE) = 322



48.50 50.50 54.30 60.10 67.70 75.00 81.00 78.90 74.10 64.80 53.20 45.30

***********************************************************************



PRECIPITATION (INCHES) 1 .59 2 .68 1 .59 1 .32 0 .02 0 .00 0 .01 0 .00 0 .00 0 .57 1 .82 0 . 90

RUNOFF (INCHES) 0 .000 0 .201 0 .010 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .012 0 .000

EVAPOTRANSPIRATION, 2 .287 1 .559 2 .134 1 .405 0 .240 0 .000 (INCHES) 0 .010 0 .000 0 .000 0 .133 0 .211 1 .211

PERCOLATION FROM 0 .0000 0 .0000 0 .3713 0 .0000 0 .0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0 .0000 0 .0000 0 .0000 0 .0000 0 . 6349


LAYER 3 (INCHES) 0.0302 0.0271 0.0238 0.0225 0.0201 0.1085




***********************************************************************

***********************************************************************



PRECIPITATION 10.50 38115. 100.00

RUNOFF 0.224 812. 2.13










***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 1.59 2. 68 1.59 1 .32 0 .02 0.00 0.01 0. 00 0.00 0 .57 1 .82 0 . 90 •

JNOFF (INCHES) 0.000 0. 235 0.024 0 .000 0 .000 0.000 0. 000 0. 000 0.000 0 . 000 0 .012 0.000 *

EVAPOTRA-NSPIRATION 1.595 1. 163 2.190 1 .380 0 .215 0.000 " (INCHES) 0.010 0. 000 0.000 0 .135 0 .205 1.168

PERCOLATION FROM 0.1625 0. 6183 0.7044 0 .0000 0 .0000 0.0000 1 LAYER 2 (INCHES) 0.0000 0. 0000 0.0000 0 .0000 0 .0000 0.7518

PERCOLATION FROM 0.138 6 0. 1556 0.8952 0 .2302 0 .1324 0.0881 1 LAYER 3 (INCHES) 0.0692 0. 0555 0.0448 0 .0397 0 .0335 0.1883


AVG. DAILY HEAD ON 0.00 0.05 0.03 0.00 0.00 0.00 m LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.03 1

STD. DEV. OF DAILY HEAD 0.00 0.15 0.07 0.00 0.00 0.00 _ ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.04 •

***********************************************************************

***********************************************************************


(INCHES) (CU. FT. ) PERCENT •

PRECIPITATION 10 .50 38115 • 100 .00

RUNOFF 0 .272 988 • 2 .59 1 EVAPOTRANSPIRATION 8 .061 29262 • 76 .77 _

PERCOLATION FROM LAYER 2 2 .2370 8120 • 21 .30 •

PERCOLATION FROM LAYER 3 2 .0710 7518 • 19 .72 •

CHANGE IN WATER STORAGE 0 .096 347 • 0 . 91

SOIL WATER AT START OF YEAR 17 .68 64179 • 1 SOIL WATER AT END OF YEAR 17 .78 64526 •

SNOW WATER AT START OF YEAR 0 .00 0 • • SNOW WATER AT END OF YEAR 0 .00 0 •

ANNUAL WATER BUDGET BALANCE 0 .00 0 0 .00

* * * * * ******************************************************************

***********************************************************************




RUNOFF (INCHES)




1.59 0.01

0.000 0.000

1.483 0.010

0.1666 0.0000

0.2098 0.0680

2.68 0.00

0.211 0.000

1.498 0.000

0.5500 0.0000

0.1920 0.0547

1.59 0.00

0.011 0.000

2.227 0.000

0.4755 0.0000

0.6840 0.0443

1.32 0.57

0.000 0.000

1.512 0.130

0.0000 0.0000

0.2180 0.0393

0.02 1.82

0.000 0.012

0.085 0.198

0.0000 0.0000

0.1283 0.0332

0.00 0.90

0.000 0.000

0.000 1.137

0.0000 0.8474

0.0862 0.2226



0.00 0.03 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03


***********************************************************************

***********************************************************************



PRECIPITATION 10.50 38115. 100.00

RUNOFF 0.234 851. 2.23










1.9805

0.006

17.78

17.78

0.00

0.00

0.00

7189.

22 .

64526".

64548.

0.

0.

0.

18.86

0 .06

0 . 00

*********** * * *********************************************************;

************ * * *********************************************************

. MONTHLY TOTALS FOR YEAR 4


ECIPITATION (INCHES) 1 .59 3 .54 0 .73 1 .32 0 .02 0 .00 0 .01 0 .00 0 .00 0 .57 1 .82 0 .90

RUNOFF (INCHES) 0 .000 0 .224 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .000 0 .012 0 .000

EVAPOTRANSPIRATION 1 .391 1 .647 1 .999 1 .628 0 .021 0 .000 (INCHES) 0 .010 0 .000 0 .000 0 . 141 0 .201 0 .973






***********************************************************************

***********************************************************************


(INCHES)

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









10.50

0.237

8.011

2.0885

2.102 9

0.150

17.78

17.93

0.00

0.00

(CU. FT.)

38115.

859.

29079.

7581.

7633.

543.

64548.

65091.

0.

0.

0.00

PERCENT

100.00

2 .25

76.29

19.89

20.03

1.42

0.00

***********************************************************************

***********************************************************************




RUNOFF (INCHES)



.RCOLATION FROM LAYER 3 (INCHES)

1.59 0.01

0.000 0 .000

1.567 0.010

0.1948 0.0000

0.2405 0.0685

2.68 0.00

0 .278 0 .000

1.518 0.000

0 .5373 0 .0000

0.2105 0.0550

1.59 0.00

0.007 0.000

2.172 0.000

0.5260 0.0000

0.7364 0.0445

1.32 0.57

0.000 0.000

1.457 0.126

0.0000 0.0000

0.2227 0.0394

0.02 1.82

0.000 0.013

0.073 0.198

0.0000 0 .0000

0.1299 0.0334

0.00 0. 90

0.000 0 .000

0.000 0.972

0.0000 0.9497

0.0870 0 .2575


G. DAILY HEAD ON 0.01 0.03 0.02 0.00 0.00 0.00 LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.03

STD. DEV. OF DAILY HEAD 0.00 0.09 0.03 O.OO 0.00 0.00 ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.05

********************************************************************* * *

***********************************************************************



PRECIPITATION 10.50 38115. 100.00

RUNOFF 0.298 1081. 2.84










***********************************************************************

***********************************************************************





1. 0.

269 000

0.335 0.000

0 0 .002 0 .000 0

.000 0.000

.439 0.000

"-VAPOTRANSPIRATION 1.950 (INCHES) 0.016

2. 0.

887 004

2.503 0.000

3 0 .040 0 .122 0

.224 0.000

.846 1.742


0. 0.

9286 0000

1.1612 0.0000

0 0 .0000 0 .0000 0

.0000 0.0000

.8887 1.4270


0. 0.

5333 0567

1.7223 0.0456

0 0 .2527 0 .0403 0

.1393 0.0913

.1149 1.2554



0.10 0.00

0.12 0.00

0.00 0.00

0.00 0.00 0.07 0.10


0.32 0.00

0.38 0.00

0.00 0.00

0.00 0.00 0.19 0.31

***********************************************************************

***********************************************************************



PRECIPITATION 21. 00 76230. 100.00

RUNOFF 2. 060 7478. 9.81

EVAPOTRANSPIRATION 13. 334 48404. 63.50


PERCOLATION FROM LAYER 3 5. 2312 18989. 24.91

CHANGE IN WATER STORAGE 0. 374 1359. 1.78





ANNUAL WATER BUDGET BALANCE 0. 00 0. 0.00

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

• * * * * * * * « « * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ^



PRECIPITATION

TOTALS 1.86 0.01

3.27 0.00

1.71 0.00

1.54 0.66

0.02 2.12

0.00 • 1.05 1


1.08 0.00

0.80 0.00

0.54 0.23

0.01 0.74

0.00 B 0.37 •

RUNOFF

TOTALS 0.002 0.000

0.403 0.000

0.065 0.000

0.000 0.000

0.000 0.084

0.000 • 0.000


0.425 0.000

0.133 0.000

0.001 0.000 .

0.000 0.174

0.000 1 0.000 .

EVAPOTRANSPIRATION

TOTALS 1.712 0.011

1. 712 0.001

2.204 0.000

1. 737 0.131

0.143 0. 310

0.000 1.200 •


0.599 0.002

0.166 0.000

0. 645 0.007

0.094 0.263

0.000 0.284 •


TOTALS

STD. DEVIATIONS

0.3200 0.0000

0.4012 0.0000


TOTALS

STD. DEVIATIONS

0.2976 0.0625

0.3128 0.0158

0.5350 0.6066 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1626 0.8929

0.3000 0.2961 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.3574 0.2823

0.2290 0.7927 0.1968 0.1159 0.0785 0.0506 0.0412 0.0367 0.0448 0.3757

0.1720 0.5410 0.0763 0.0380 0.0225 0.0115 0.0085 0.0070 0.0348 0.4339

***********************************************************************

***********************************************************************



PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION




12.25 ( 4.287)

0.554 ( 0.738)

9.161 ( 2.092)

2.5170 ( 1.5431)

2.3219 ( 0.0000)

0.213 ( 0.262)

44468.

2011.

33254.

9137.

8429.

774.

100.00

4 .52

74 .78

20 .55

18.95

1.74

***********************************************************************

***********************************************************************


(INCHES) (CU. FT.)

PRECIPITATION

RUNOFF


HEAD ON LAYER 2


SNOW WATER


MINIMUM VEG. SOIL WATER (VOL/VOL)

3.10

1.251

0.3592

1.7

0.1931

0.00

11253.0

4542.5

1303.8

701.0

0.0

0.3395

0.1351

***********************************************************************

***********************************************************************



1 2.75 0.2290

2 9.48 0.3949

3 6.07 0.2528

SNOW WATER 0.00

• A * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * " * * * * * * * * * * * *

***********************************************************************

FRESNO CITY L A N D F I L L : 9 7 1 - 0 1 . 0 3 , 4 - 6 - 8 9 F R S 7 . R 0 ^ : 18"VP, 2 4 " B L , 24"VP USING: F I V E YEARS OF MEAN ANNUAL RAINFALL FOLLOWED BY ONE 100-YR EVENT

r * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

******************************************* ***************************

r * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

LAYER

VERTICAL PERCOLATION LAYER THICKNESS POROSITY FIELD CAPACITY WILTING POINT I N I T I A L SOIL WATER CONTENT SATURATED HYDRAULIC CONDUCTIVITY

1 8 . 0 0 INCHES 0 .3980 VOL/VOL 0 . 2 4 4 3 VOL/VOL 0 .1361 VOL/VOL 0 .2200 VOL/VOL 0.0000999999975 CM/SEC ->^

LAYER 2

BARRIER SOIL LINER THICKNESS POROSITY FIELD CAPACITY WILTING POINT I N I T I A L SOIL WATER CONTENT SATURATED HYDRAULIC CONDUCTIVITY

2 4 . 0 0 INCHES 0 .394 9 VOL/VOL 0 .27 97 VOL/VOL 0 . 1 8 7 5 VOL/VOL 0 .394 9 VOL/VOL 0.0000099999997 CM/SEC

LAYER 3

THICKNESS POROSITY F I E L D CAPACITY WILTING POINT I N I T I A L SOIL WATER CONTENT SATURATED HYDRAULIC CONDUCTIVITY

VERTICAL PERCOLATION LAYER 2 4 . 0 0 INCHES

0 . 3 3 2 5 VOL/VOL 0 . 2 1 7 3 VOL/VOL 0 . 1 3 6 1 VOL/VOL 0 . 2 0 4 0 VOL/VOL 0 .0000999999975 CM/SEC -^/o




CLIMATOLOGICAL DATA


MAXIMUM LEAF AREA INDEX = 2.00 START OF GROWING SEASON (JULIAN DATE) = 87 END OF GROWING SEASON (JULIAN DATE) = 322



48.50 50.50 54.30 60.10 67.70 75.00 81.00 78.90 74.10 64.80 53.20 45.30

***********************************************************************



PRECIPITATION (INCHES) 1 .59 2. 68 1 .59 1 .32 0 .02 0 .00 0 .01 0. 00 0 .00 0 .57 1 .82 0 . 90

RUNOFF (INCHES) 0 .000 0. 107 0 .011 0 .000 0 .000 0 .000 0 .000 0. 000 0 .000 0 .000 0 .008 0 .000

EVAPOTRANSPIRATION 2 .289 1. 725 2 .146 1 .480 0 .832 0 .000 (INCHES) 0 .010 0. 000 0 .000 0 .153 0 .218 1 .176

PERCOLATION FROM 0 .0000 0. 0000 0 .0826 0 .0380 0 .0000 0 .0000 LAYER 2 (INCHES) 0 .0000 0. 0000 0 .0000 0 .0000 0 .0000 0 .0000

PERCOLATION FROM 0 .0154 0. 0132 0 .0154 0 .0190 0 .0192 0 .0173

LAYER 3 (INCHES) 0.0167 0.0157 0.0143 0.0140 0.0128 0.0126




***********************************************************************

***********************************************************************



PRECIPITATION 10.50 38115. 100.00

RUNOFF 0.126 456. 1.20

. EVAPOTRANSPIRATION 10.028 36402. 95.51









***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 1 .59 2 .68 1 .59 1 .32 0.02 0 .00 0 .01 0 .00 0 .00 0 .57 1.82 0 . 90

NOFF (INCHES) 0 .000 0 .162 0 .037 0 .000 0.000 0 .000 0 .000 0 .000 0 .000 0 .000 0.008 0 .000

EVAPOTRANSPIRATION 1 .590 1 .214 2 .340 1 .308 0. 843 0 . 000 (INCHES) 0 .010 0 .000 0 .000 0 .162 0.226 1 .579

PERCOLATION FROM 0 . 0748 0 .4086 0 .9296 0 . 0284 0.0000 0 . 0000 LAYER 2 (INCHES) 0 . 0000 0 .0000 0 .0000 0 .0000 0.0000 0 . 0000




STD. DEV. OF DAILY HEAD 0.00 0.03 0.04 0.00 0. 00 0.00 ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.00

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

***********************************************


********** **********


PRECIPITATION 10.50 38115. 100.00

RUNOFF 0.206 749. 1.97










***********************************************************************

***********************************************************************


.JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC


RUNOFF (INCHES) 0.000 0.110 0.017 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.007 0.000

EVAPOTRANSPIRATION 1.559 1.490 2.216 1.440 0.848 0.000 (INCHES) 0.010 0.000 0.000 0.169 0.218 1.372





STD, DEV. OF DAILY HEAD 0.00 0.01 0.02 0.00 0.00 0.00 ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0,00

********* *'* ************************************************************

***********************************************************************



PRECIPITATION 10.50 38115. 100.00

RUNOFF 0.134 486. 1.27



PERCOLATION FROM LAYER 3 0 . 8494 3083. 8.09

CHANGE IN WATER STORAGE 0 .195 709. 1.86

V, SOIL WATER AT START OF YEAR 18 .30 66423.

SOIL WATER AT END OF YEAR 18 .49 67132,

SNOW WATER AT START OF YEAR 0 .00 0,

SNOW WATER AT END OF YEAR 0 .00 0,

ANNUAL WATER BUDGET BALANCE 0 .00 0, 0.00

***********************************************************************

***********************************************************************

. MONTHLY TOTALS FOR YEAR 4


( ECIPITATION (INCHES) 1.59 3.54 0.73 1.32 0. 02 0.00 0.01 0.00 0.00 0.57 1. 82 0. 90

RUNOFF (INCHES) 0.000 0.130 0.000 0.000 0. 000 0.000 0.000 0.000 0.000 0.000 0. 007 0.000

EVAPOTRANSPIRATION 1.389 1.768 1.987 1.635 0. 693 0.000 (INCHES) 0.010 0.000 0.000 0.170 0. 222 0.932

PERCOLATION FROM 0.0569 0.3931 0.6343 0.0390 0. 0000 0.0000 LAYER 2 (INCHES) 0.0000 0.0000 0.0000 0.0000 0. 0000 0.0160

PERCOLATION FROM 0.0271 0.0413 0.3302 0.2183 0. 1329 0.0884 LAYER 3 (INCHES) 0.0694 0.0556 0.0449 0.0397 0. 0336 ' 0.0308




***********************************************************************

**********************************************************************



PRECIPITATION 10.50 38115. 100.00

RUNOFF 0.138 499. 1.31





SOIL WATER.AT START OF YEAR 18.49 67132.





***********************************************************************

***********************************************************************



PRECIPITATION (INCHES) 1 59 2 68 1 59 1 32 0 02 0 00 0 01 0 00 0 00 0 .57 1 82 0 .90

RUNOFF (INCHES) 0 .000 0 .169 0 014 0 000 0 000 0 .000 0 000 0 000 0 000 0 000 0 008 0 000

EVAPOTRANSPIRATION 1 585 1 515 2 198 1 525 0 667 0 000 (INCHES) 0 010 0 .000 0 000 0 .153 0 215 0 947


.RCOLATION FROM 0 0448 0 0704 0 5766 0 2620 0 1467 0 0946 LAYER 3 (INCHES) ' 0 0731 0 0579 0 0465 0 0410 0 .0345 0 0335


G. DAILY HEAD ON 0.01 0.01 0.02 0.00 0.00 0.00 LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.00

STD, DEV. OF DAILY HEAD 0.00 0.03 0.02 0.00 0.00 0.00 ON LAYER 2 (INCHES) 0.00 0.00 0.00 0.00 0.00 0.01

'***********************************************************************

***********************************************************************


(INCHES)

PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION









10.50

0.191

8.816

1.5888

1.4815

0.012

18.94

18.95

0.00

0.00

0.00

(CU. FT.)

38115.

692.

32001.

5767.

5378.

44.

68750.

68794.

0.

0 .

0.

PERCENT

100.00

1.82

83.96

15.13

14.11

0.12

0.00

***********************************************************************

***********************************************************************




5.36 0.00

3.18 0.00

2.64 1.14

0.04 3.64

0.00 1.80

RUNOFF (INCHES)

""'APOTRANSPIRATION (INCHES)



0.010 0.000

1.930 0.020

1.1525 0.0000

1,289 0,000

2.866 0.000

0.7416 0.0000

0,311 0,000

2.580 0.000

1.4419 0.0000

0,028 0.000

2.865 0.145

0.0344 0.0000

0.000 0. 308

1.000 0, 864

0.0000 0.0000

0.000 0,000

0,000 1,715

0.0000 1.5727

0.3812 0.4545 1.7868 0.3092 0.1588 0.0998 0.0760 0.0598 0.0477 0.0419 0.0352 0.6203



STD. DEV. OF DAILY HEAD 0.04 0.14 0,29 0.00 0.00 0.00 ON LAYER 2 (INCHES) '0.00 0.00 0.00 0.00 0.00 0.22

***********************************************************************

***********************************************************************


PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION





SOIL WATER .AT END OF YEAR




(INCHES)

21.00

1.946

13.984

4.9431

4.0712

0.999

18.95

19.95

0.00

0.00

0.00

(CU. FT.)

76230.

7063.

50763.

17944.

14779.

3625,

68794,

72419.

0.

0.

0.

PERCENT

100.00

9.27

66.59

23.54

19.39

4.76

0.00

***********************************************************************

***************.*******************************************************



PRECIPITATION

TOTALS 1. 86 3 .27 1 .71 1 .54 0. 02 0. 00 • 0. 01 0 .00 0 .00 0 .66 2. 12 1. 05 1

STD. DEVIATIONS 0. 65 1 .08 0 .80 0 .54 0. 01 0. 00 . 0. 00 0 .00 0 .00 0 .23 0. 74 0. 37 •

RUNOFF

TOTALS 0. 002 0 .328 0 .065 0 .005 0. 000 0. 000 I 0. 000 0 .000 0 .000 0 .000 0. 058 0. 000

STD. DEVIATIONS 0. 004 0 .471 0 .121 0 .011 0. 000 0. 000 1 0. 000 0 .000 0 .000 0 .000 0. 123 0. 000

EVAPOTRANSPIRATION 1 TOTALS 1. 724 1 .763 2 .244 1 .709 0. 814 0. 000

0. 012 0 .000 0 .000 0 . 159 0. 327 1. 287 • STD. DEVIATIONS 0. 328 0 .575 0 .200 0 .576 0. 121 0, 000

0. 004 0 .000 0 .000 0 .010 0. 263 0, 325 •


TOTALS 0. 2526 0 .3444 0 .7610 0 .0356 0. 0000 0. 0000 1 0. 0000 0 .0000 0 .0000 0 .0000 0, 0000 0. 2847 •

STD. DEVIATIONS 0. 4490 0 .2661 0 .4408 0 .0039 0. 0000 0. 0000 • 0. 0000 0 .0000 0 .0000 0 .0000 0. 0000 0. 6327 I


TOTALS 0. 0848 0 .1037 0 .5559 0 .2020 0. 1180 0. 0782 • 0. 0615 0 .0495 0 .0402 0 .0357 0. 0 303 0. 1263

STD. DEVIATIONS 0. 1456 0 .1731 0 .6338 0 .1015 0. 0508 0. 0307 1 0. 0224 0 .0168 0 .0128 0 .0107 0. 0086 0. 2421

***********************************************************************

- k * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *



PRECIPITATION

RUNOFF

EVAPOTRANSPIRATION




12.25 ( 4.287)

0.457 ( 0.730)

10.038 ( 1.984)

1.6782 ( 1.6823)

1.4861 ( 0.0000)

0.269 ( 0.415)

44468

1658

36437

6092

5395,

978 ,

100.00

3.73

81. 94

13.70

12.13

2.20

***********************************************************************

***********************************************************************


(INCHES) (CU. FT.)

PRECIPITATION

RU'NOFF


HEAD ON LAYER 2


SNOW WATER


MINIMUM VEG. SOIL WATER (VOL/VOL)

3.10

1.223

0.3439

1.5

0.1706

0.00

11253.0

4439.9

1248.5

619.4

0.0

0.3231

0.1357

***********************************************************************

***********************************************************************



1 4.42 0.2458

2 9.48 0.3949

3 6.05 0.2520

SNOW WATER 0.00

permeability variance application, w/tl to b moxley fr w ... · cdm camp dresser & mckee inc....

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