SURVEY OF FISH PROTECTIVE

FACILITIES AT WATER WITHDRAWALS

ON THE SNAKE AND COLUMBIA RIVERS

PHASE I1

George A. Swan

F i s c a l Year 1980 Report of Research Financed by

Bonnevil le Power Administrat ion (Cont rac t DE-A179-80BP18490)

Coas ta l Zone and Es tua r ine S tud ie s Div is ion Northwest and Alaska F i s h e r i e s Center

Nat iona l Marine F i s h e r i e s Serv ice National Oceanic and Atmospheric Adminis t ra t ion

2725 Montlake Boulevard Eas t S e a t t l e , Washington 981 12

and

Environmental and Technical Se rv i ces Div is ion National Marine F i s h e r i e s Serv ice

National Oceanic and Atmospheric Adminis t ra t ion Northwest Regional Off i c e

P.O. Box 4332 Por t land , Oregon 97280

June 1981

CONTENTS

INTRODUCTION .................................................... 1

PROCEDURES .......................................................... 4

RESULTS .............................................................. 7

F i s h D i s t r i b u t i o n ................................................ 7

W i t h d r a w a l S i t e s a n d A d e q u a c y of F i s h P r o t e c t i o n ................. 9

DISCUSSION ............................................................ 10

RECOMMENDATIONS ....................................................... 1 4

LITERATURE CITED ...................................................... 1 5

APPENDIX A

INTRODUCTION

The impact of expanded water withdrawal on popula t ions of anadromous

and r e s i d e n t f i s h e s i n t h e Columbia Basin cont inues t o be a major concern

t o f i s h e r i e s agenc ies . F i sh p r o t e c t i v e f a c i l i t i e s a r e r equ i r ed by t h e U.S.

Army Corps of Engineers (CofE) a s a cond i t i on f o r permi ts t o i n s t a l l and

ope ra t e water withdrawals on navigable waters . Surveys by va r ious

f i s h e r i e s agenc ies were conducted i n 1973Llr 197521, and 1979 (Swan e t

a 1 . 1980). Discrepanc ies ( inadequate f i s h p r o t e c t i v e f a c i l i t i e s ) noted a t

some s i t e s i n d i c a t e d a d e f i n i t e need f o r f u r t h e r s tudy t o a s s e s s t h e impact

of p resen t and f u t u r e water withdrawals , a cont inu ing i n s p e c t i o n program,

and enforcement of e s t a b l i s h e d f i s h sc reen ing c r i t e r i a .

Mesh s i z e ( c l e a r opening) , s c r een c o n d i t i o n , and water v e l o c i t y

through t h e s c r eens a r e of primary i n t e r e s t because salmonid f r y and

f i n g e r l i n g s migra te p a s t t he se si tes on t h e Snake and Columbia Rivers . I n

a d d i t i o n , e a r l y l i f e s t a g e s of r e s i d e n t f i s h e s a r e o f t e n found i n a r e a s

where water withdrawal i n t a k e s a r e l o c a t e d . Obviously, i f sc reen ing

c r i t e r i a f o r a l a r g e number of i n t a k e s t r u c t u r e s were not met (e.g. , mesh

s i z e opening too l a r g e , i n t a k e v e l o c i t i e s too h igh , o r sc reen ing poorly

main ta ined) , l o s s e s of young f i s h could be s e r i o u s .

Y ~ i s h Commission of Oregon, 1973. FCO-OWC PUMPING STATION SURVEY. Unpublished manuscr ip t , 1 0 p., Oregon Department of F i sh and W i l d l i f e , 506 S .W. M i l l , P o r t l a n d , Oregon.

21LT.s. F i s h and W i l d l i f e Se rv i ce , 1975. COLUMBIA RIVER IRRIGATION PUMPING PLANT FISH SCREEN INVESTIGATION. Unpublished manuscript , 15 p., D iv i s ion of River Basin S t u d i e s , F i sh and W i l d l i f e Se rv i ce , 919 N.E. 1 9 t h Ave., Po r t l and , Oregon, 97232.

Federa l and s t a t e agenc i e s have e s t a b l i s h e d c r i t e r i a f o r t h e open a r e a

of s c r een ing m a t e r i a l and t h e f low v e l o c i t i e s a t i n t a k e s . Although t h e r e

a r e some d i f f e r e n c e s between agenc ies regard ing c r i t e r i a , t h e Nat iona l

Marine F i s h e r i e s S e r v i c e ' s (NMFS) c r i t e r i a f o r salmonid f r y c a l l s f o r a

maximum c l e a r opening of 0.14 i n c h and a maximum approach v e l o c i t y of

i n t a k e wate r immediate ly i n f r o n t of t h e s c r een o f 0.5 fps.Z1 These

c r i t e r i a were used a s t h e b a s e l i n e f o r our i n s p e c t i o n s of t h e f i s h

p r o t e c t i v e f a c i l i t i e s . Complete NMFS f i s h s c r een ing c r i t e r i a a r e p resen ted

i n Swan e t a l . 1980.

A su rvey and i nven to ry of f i s h p r o t e c t i v e f a c i l i t i e s a t wa te r

wi thdrawals on t h e Snake and Columbia R ive r s was conducted i n f i s c a l year

1979 (Swan e t a l . 1980) a s Phase I of a two-phased s t u d y conducted by NMFS

w i t h funding provided by t h e Bonnevi l l e Power Admin i s t r a t i on . The s t udy

provided f o r a survey of a l l known water wi thdrawals on t h e main stem

Columbia R ive r from Bonnevi l l e Dam t o Wells Dam, and on t h e main stem Snake

River from i t s con f luence w i th t h e Columbia River t o Lewiston, Idaho,

(F igu re 1 ) . It was in tended t o s e rve a s a b a s e l i n e f o r a subsequent

e v a l u a t i o n of f i s h p r o t e c t i v e f a c i l i t i e s a t wa te r wi thdrawal s i tes--Phase

11.

The o b j e c t i v e s of Phase I1 were t o : ( 1 ) i d e n t i f y m ig ra t i on r o u t e s and

f i s h d i s t r i b u t i o n i n s e l e c t e d wa t e r wi thdrawal a r e a s , ( 2 ) de te rmine i f f i s h

p r o t e c t i v e f a c i l i t i e s f o r j u v e n i l e sa lmonids and r e s i d e n t f i s h a t water

L l ~ a t i o n a l Marine F i s h e r i e s S e r v i c e , NMFS FISH SCREENING FACILITY CRITERIA. Unpublished manuscr ip t , 1 p., Environmental and Technica l S e r v i c e s D i v i s i o n , NOAA, Na t iona l Marine F i s h e r i e s S e r v i c e , Northwest Regional O f f i c e , P.O. Box 4332, P o r t l a n d , Oregon, 97280.

p i s u r e 1.--The n o r t i o n s o f t h e Columbia and Snake R ive r s surveyed. S e l e c t e d r i v e r m i l e s and U.S. Army Corps of Engineers ' d i s t r i c t s hav ing r e s p o n s i b i l i t y a r e shown.

withdrawal s i t e s func t ion a s designed, and ( 3 ) develop recommendations f o r

improving t h e e f f e c t i v e n e s s of f i s h p ro t ec t ion f a c i l i t i e s .

To s a t i s f y t h e s e o b j e c t i v e s , i n 1980 e f f o r t s were concent ra ted i n two

a r e a s , one nea r Wenatchee, Washington, and one i n McNary Reservoir . I n

a d d i t i o n , some s i t e s not known t o us i n 1979 were surveyed f o r t h e f i r s t

time i n 1980. Resu l t s of t hese f i e l d s t u d i e s a r e conta ined i n t h i s r e p o r t .

PROCEDURES

Extensive sampling a t a water withdrawal i n s t a l l a t i o n i s r equ i r ed t o

p rope r ly a s s e s s i t s p o t e n t i a l impact on salmonid and r e s i d e n t f i s h e s . With

t h e funds and s t a f f a v a i l a b l e i n 1980, on ly a l i m i t e d number of s i t e s could

be adequate ly sampled. We chose two a r e a s t o ex t ens ive ly sample; one was

nea r Wenatchee, Washington, where a l a r g e number of water withdrawal

i n s t a l l a t i o n s were known t o e x i s t , and t h e second was i n t h e r e s e r v o i r of

McNary Dam (Lake Wallula) where t h e r e were s e v e r a l l a r g e c a p a c i t y

i n s t a l l a t i o n s by which m i l l i o n s of 0-age chinook salmon, Oncorhynchus

tshawytscha, pass each year on t h e i r seaward migra t ion (F igure 1 ) . Other

a r e a s were a l s o i n v e s t i g a t e d but not a s ex t ens ive ly .

T r a d i t i o n a l l y , sampling of small f i s h i n r e s e r v o i r s of t h e Columbia

Basin has been conducted p r imar i ly wi th beach s e i n e s , purse s e ines , g i l l

n e t s , t r a p n e t s , and two-boat t rawl n e t s . E f f o r t s t o sample d i s t r i b u t i o n

and abundance of smol t s and the young of r e s i d e n t f i s h e s w i th t r a d i t i o n a l

gear nea r many of t h e withdrawal s i t e s was not f e a s i b l e due t o shal low

water , rocky outcrops , o r t h i c k a q u a t i c weed growth.

Since t h e water withdrawal s i t e s chosen f o r i n t e n s i v e sampling a t

Wenatchee and t h e McNary Reservoir were shal low, we developed a new

sampling technique f o r c o l l e c t i n g f i s h i n s h o r e l i n e f r i n g e a r e a s . The

system cons i s t ed of two n e t s a t t ached t o 14- f t o u t r i g g e r s t h a t were mounted

on a 21-ft workboat powered by a 195-horsepower inboard/outboard motor.

The o u t r i g g e r s extended from each s i d e of t h e boa t a t midship and were

t ru s sed by a c a b l e and binder t o a po in t on t h e bow' (F igure 2 ) . A depth

f i n d e r and the power t i l t ou td r ive u n i t f a c i l i t a t e d o p e r a t i o n i n water a s

shal low a s 3 f t . An e lec t romagnet ic flow meter was mounted on one

o u t r i g g e r t o measure t h e v e l o c i t y of water through t h e t r awl n e t s .

A l l tows were made i n a downstream d i r e c t i o n p a r a l l e l t o t h e

s h o r e l i n e s w i th t h e boat motor he ld a t a cons t an t 2,000 rpm. To minimize

m o r t a l i t y of sampled f i s h , tows averaged about 12 minutes each. Tow n e t s

used most of t h e season were towed a t a speed of about 6.7 f p s . Toward t h e

end of t h e sampling per iod , new n e t s were developed which were towed about

9 f p s . We assumed t h a t f i s h which could avoid our tow n e t s could avoid t h e

h ighes t approach v e l o c i t i e s of t h e pump i n t a k e s measured i n t h i s s tudy a t

t h a t time (about 1.5 f p s ) . Three c a t e g o r i e s of tows were made: ( 1 ) nea r

t h e l e f t s h o r e l i n e , ( 2 ) mid-r iver , (3 ) nea r t h e r i g h t s h o r e l i n e . This

method worked w e l l u n t i l longer hours of s u n l i g h t and h ighe r water

temperatures promoted t h e growth of t h i c k beds of aqva t i c v e g e t a t i o n which

plugged t h e n e t s . Tow n e t t i n g was r e s t r i c t e d t o d a y l i g h t hours because

sampling a t n i g h t was imprac t i ca l .

To determine f i s h d i s t r i b u t i o n a t s e l e c t e d water withdrawal a r e a s ,

sampling with t h e o u t r i g g e r tow n e t was i n i t i a t e d i n McNary Reservoir i n

e a r l y June. The r e s e r v o i r was sampled between River Mile (RM) 345

(upstream from Richland, Washington) t o RM 292 (McNary Dam) on n i n e

s e p a r a t e days between 10 and 27 June.

In a d d i t i o n t o tow n e t s , scuba and underwater TV were used t o observe

d i s t r i b u t i o n and behavior of f i s h nea r t h e i n t a k e s of t h e pumping

ra f t e

-. (a i rc ra f t cab le)

Figure 2.--0utrigp;er tow n e t system which allowed samplinp, of f i s h i n t h e shal low water o f f t h e s h o r e l i n e f r i n g e of IlcNary Dam Reservoi r .

f a c i l i t i e s . Scuba was a l s o used t o observe cond i t i on of s c reens ,

impingement of f i s h on s r eens , and water v e l o c i t y a t sc reens of a d d i t i o n a l

water withdrawal s i t e s surveyed i n 1980. G i l l n e t s and hoop n e t s were a l s o

used on a l i m i t e d b a s i s .

Divers conducted in spec t ions and made observa t ions of f i s h a c t i v i t y a t

var ious water withdrawals dur ing 27 days between 11 Apr i l and 29 September.

Divers a l s o monitored t h r e e l a r g e withdrawal s i t e s [Co1460.5L, Co1461.9R,

and Co1475.31~ (Swan e t a l . 1980)] i n t h e Wenatchee, Washington, a r e a

throughout t he season.

RESULTS

F i s h D i s t r i b u t i o n

Most of t he f i s h captured i n our tow n e t s were taken from l a t e

a f t e rnoon u n t i l dusk; t h i s c o r r e l a t e d wi th increased su r f ace a c t i v i t y of

f i s h near s h o r e l i n e s . Most f i s h taken were f a l l chinook salmon ranging

from 40 t o 75 mm f o r k l e n g t h wi th a mean l eng th of 55 mm. The ma jo r i t y of

the f i s h were taken i n t h e near shore tows, wi th 73% of t he f i s h captured

i n t h e tow n e t ad j acen t t o t h e s h o r e l i n e (Table 1). Since the n e t s were

only a few f e e t a p a r t , t h e da t a s t rong ly suggest t h a t t hese small f i s h a r e

q u i t e concentrated next t o t h e sho re l ine . A concurren t s tudy by t h e U.S.

F ish and W i l d l i f e s e r v i c k l a l s o found t h a t t he smal le r f i s h were found

near shore; whereas l a r g e r f i s h were found p r imar i ly i n mid-water.

G i l l n e t s and hoop n e t s used along t h e s h o r e l i n e f r i n g e on a very

l i m i t e d b a s i s revea led the presence of very small f i s h such a s juveni le

/personal communication Gerard Gray and Dennis Rondorf, Nat ional F i s h e r i e s Research Center , Pasco s u b s t a t i o n , 750 S. Lake Road, Route 6 , Pasco, Washington, 99301, January 1981.

Table 1.--Catch of f a l l chinook salmon by tow netting i n McNary Reservoir, 1980.

Number Fal l chinook Percentage of catch i n Locat ion of tows sampled net c loses t t o shore

Left shore 3 0

Mid-r iver 13

Right shore 32 - Total 7 5

ca rp , Cyprinus ca rp io ; s c u l p i n , Cot tus sp. ; yel low perch, Perca f l avescens ;

chinook salmon, b l u e g i l l , Lepomis macrochirus; and c rapp ie , Pomoxis s p .

I n a d d i t i o n t o examining d a t a from ne t ca t ches , we attempted t o

monitor d i s t r i b u t i o n by v i s u a l observa t ions . Because underwater v i s i b i l i t y

i n t h e lower Columbia and Snake Rivers i s g e n e r a l l y poor when salmonids a r e

migra t ing , on ly l i m i t e d d a t a were obta ined .

F i sh behavior and d i s t r i b u t i o n were observed a t t h e mouth of t h e

Chelan River where underwater v i s i b i l i t y averaged 12-15 f t . Here i n a

backwater a r e a , r e p r e s e n t a t i v e of many a r e a s where water withdrawals a r e

l o c a t e d , 11 s p e c i e s of f i s h were s igh ted with juveni le bass , Micropterus

sp.; b l u e g i l l ; and c rapp ie being abundant. Severa l a d u l t b l u e g i l l were

observed guarding eggs on n e s t sites near t h e i n t a k e s .

V i s u a l observa t ions were a l s o poss ib l e a t a boat moorage a t RM 475 on

16 May 1980. No water withdrawal f a c i l i t y was loca t ed i n t h e a r e a , but t h e

con f igu ra t ion of t h e s i t e was t y p i c a l of many withdrawal s i t e s along the'

r i v e r . About 100 f a l l chinook salmon (9 40-50 mm long) were observed with

a group of t h r e e s p i n e s t i c k l e b a c k i n a school holding i n a back eddy along

t h e r i p r a p s h o r e l i n e i n 2-3 f t of water .

Our tow, g i l l , and hoop n e t d a t a and v i s u a l observa t ions confirmed t h e

presence of juveni le salmon and o the r f i s h near shore. The presence of

b l u e g i l l n e s t s i n d i c a t e s t h a t l a r v a l f i s h a r e a l s o present i n nearshore

a r e a s .

Withdrawal S i t e s and Adequacy of F ish P r o t e c t i o n

I n 1980, 20 a d d i t i o n a l withdrawal s i t e s w i th in t h e s tudy a r e a were

located--bringing t h e t o t a l t o 225 s i tes surveyed i n 1979-80. O f t h e

a d d i t i o n a l 20 s i t e s (Appendix A), 1 5 were owned by t h e CofE and were

operated by t h e CofE o r another government agency.

9

Four withdrawals opera ted by t h e CofE a s p a r t of t h e l evee a t

Lewiston, Idaho, were of i n t e r e s t because they a r e s iphons i n use t h e year

around (F igure 3 ) . One i s loca t ed on the Snake River , and t h r e e a r e on t h e

Clearwater River . The purpose of t h e s e s iphons i s t o i n t roduce more water

i n t o a ground-water d ra inage d i t c h running p a r a l l e l t o t h e l evee t o c r e a t e

h igher flow i n t h e d i t c h and avoid water s t agna t ion . NMFS d i v e r s inspec ted

them on 3 and 18 September 80 and found i n t a k e v e l o c i t i e s , measured w i t h an

e lec t romagnet ic f low meter , t o be g r e a t e r (3 .3 f p s ) than t h e accep tab l e

f i s h p r o t e c t i v e c r i t e r i a (0 .5 f p s ) . As soon a s t h e d e f i c i e n c i e s were made

known t o t h e CofE, c o r r e c t i v e a c t i o n was taken.

A number of withdrawal s i t e s t h a t were inspec ted and found t o have

d i s c r epanc i e s i n 1979 were inspec ted again i n 1980. A l l s i t e s r e in spec t ed

were found t o be i n t h e same o r worse cond i t i on (Table 3 ) .

A t t h e t h r e e l a r g e withdrawal sites monitored i n t h e Wenatchee a r e a ,

ve ry few f i s h and no impinged f i s h were observed around two of t h e t h r e e

s i t e s . However, l a r g e numbers of t h r ee sp ine s t i c k l e b a c k , Gas t e ros t eus

a c u l e a t u s , were observed i n t h e v i c i n i t y of C o 1 4 7 5 . 3 1 ~ ~ and t h e r e were

t h r ee sp ine s t i c k l e b a c k impinged on t h e i n t a k e s c r eens ( t h i s was a l s o noted

i n 1979). I n 1979, t h e i n t a k e v e l o c i t y of t h e s i t e was measured a t 0.4

f p s . This v e l o c i t y w i l l probably i n c r e a s e i n 1981 when another pump i s

scheduled t o be added.

DISCUSSION

F i e l d s t u d i e s of f i s h p r o t e c t i v e f a c i l i t i e s a t water withdrawals i n

our s tudy a r e a were on ly an i n i t i a l e f f o r t t o begin t o a s s e s s t h e impact o f

p r e s e n t and f u t u r e water withdrawals on f i s h e s of t h e Columbia Basin. Our

survey of FY 1979 and fo l low up i n 1980 revea led t h a t no t on ly was i t very

impor tan t t o e s t a b l i s h accep tab l e c r i t e r i a f o r f i s h p r o t e c t i o n a t i n t a k e s ,

g-02 I (d I P I N .C PI

m U

P I $ $ N U

3 a a b o a PI

-I4 k 4 I% M U

Table 3.--Sites inspec ted i n 1979 and re inspec ted i n 1980 t h a t showed uncorrected problems.

Inventory No. In t ake Condit ion

Measured flaws i n excess of 0.5 f p s Oversize mesh opening Badly d e t e r i o r a t e d mesh Rusted, damaged, and ove r s i ze Sol id r u s t , badly d e t e r i o r a t e d Rusted s h u t , l a r g e ho le Rusted and bent panels De te r io ra t ed mesh Rusted shut on top No mesh Oversize mesh openings Oversize mesh openings Oversize mesh New screens t o 6 f t below s u r f a c e , remaining

18 f t t o r i v e r bottom i s unscreened

but t h a t adequate enforcement of t h e c r i t e r i a was a problem. Enforcement

i nc ludes ensur ing t h a t t h e a c t u a l sc reening used a t a withdrawal s i t e i s i n

f a c t what was approved when the permit was issued. Furthermore, a method

to ensure t h a t t h e screens a r e maintained a f t e r they a r e i n s t a l l e d i s

needed. Based on our obsen ta t ions of f i s h d i s t r i b u t i o n , poorly maintained

o r inadequate screening i n c e r t a i n l o c a t i o n s could have a s e r i o u s impact on

sma l l o r l a r v a l s t a g e f i s h e s .

The g r e a t e s t problem a s s o c i a t e d with water withdrawals i n r e l a t i o n t o

f i s h i s t h e apparent apathy o r l ack of a proper v e h i c l e among appropr i a t e

agencies fo r s u r v e i l l a n c e and enforced compliance of acceptab le c r i t e r i a

f o r f i s h p r o t e c t i v e f a c i l i t i e s . Repeated in spec t i ons of sc reening

f a c i l i t i e s by f i s h e r i e s agencies have pointed out a need f o r enforcement of

proper f i s h p r o t e c t i o n s tandards . For example, t h e 1979 s tudy provided

up-to-date informat ion on t h e s t a t u s of f i s h p r o t e c t i v e f a c i l i t i e s a t

withdrawal s i t e s throughout t he s tudy a r e a , and revealed s e v e r a l were not

i n compliance with c r i t e r i a . To d a t e , t h e r e i s no evidence t h a t any agency

in t ends t o enforce permit o b l i g a t i o n s ( i . e . , permit owner must conform to

opera t ing c r i t e r i a f o r p r o t e c t i n g f i s h ) .

Af t e r completion of our 2-year s tudy i t i s apparent t h a t t he screening

program f o r withdrawals a s c u r r e n t l y managed i s not i n t h e bes t i n t e r e s t s

of f i s h product ion o r f i s h p ro t ec t ion . The CofE i s s u e s permits f o r water

withdrawals fol lowing an acceptab le review of t h e proposed f i s h p r o t e c t i v e

f a c i l i t i e s by f i s h e r i e s agencies . Unfortunately, t h e r e appears t o be no

fol low up with pe r iod ic i n spec t ions of t h e screening. This i s e s p e c i a l l y

t r u e i n t he mid-Columbia River , upstream from Richland, Washington, where

n e a r l y h a l f t h e withdrawal s i t e s a r e l oca t ed . I n our i n s p e c t i o n s we found

some s i t e s t h a t were not equipped with the screening s p e c i f i e d on the

permit , and many cases where t h e screening was not maintained.

More d e t a i l e d work i s needed t o quan t i fy f i s h l o s s e s ; t e s t

improvements i n f i s h p ro tec t ive f a c i l i t i e s ; and develop s p e c i f i c a t i o n s f o r

des ign , i n s t a l l a t i o n , ope ra t ion , and maintenance of f i s h p ro tec t ive

f a c i l i t i e s a t water withdrawals. However, before more o r new f i s h

screening c r i t e r i a i s developed, t h e r e must be a means of enforcing

e x i s t i n g c r i t e r i a .

RECOMMENDATIONS

1. Current f i s h screening c r i t e r i a of t h e NMFS appears adequate f o r

p r o t e c t i o n of f r y and f i n g e r l i n g s i z e f i s h but only i f sc reens a r e properly

i n s t a l l e d and maintained. Based upon t h i s 2-year s tudy, s u r v e i l l a n c e and

enforcement of proper f i s h screening i s a necess i ty .

2. Designs which en la rge g ross screen a r e a o r move t h e screen mesh

f a r t h e r away from the in t ake pipe a r e d e s i r a b l e t o minimize v e l o c i t i e s

through the screen . This not only p ro tec t s f i s h and o the r aqua t i c l i f e ,

hu t i t reduces maintenance of i n t ake screens by reducing impingement of

deb r i s .

3 . In take des igns which draw from deeper water away from the

shore l ine f r i n g e would be l e s s l i k e l y t o e n t r a i n o r impinge small o r l a r v a l

s t ages of f i s h . This design should a l s o r e q u i r e l e s s maintenance because

t h e in t ake should impinge l e s s d e b r i s and aqua t i c vegeta t ion .

4. Administrat ion of permits f o r water withdrawals (new and e x i s t i n g )

on t h e Columbia River upstream from Richland, Washington, should be given

t h e a t t e n t i o n i t warrants by t h e agencies respons ib le f o r enforcing f i s h

p r o t e c t i v e cond i t ions of t h e permits.

LITERATURE CITED

Swan, George A. , Tommy G . Withrow, and Donn L . Park. 1980. Survey of f i s h protect ive f a c i l i t i e s a t water withdrawals on

the Snake and Columbia Rivers. F isca l year 1979 report of research financed by Bonnevi l le Power Administration (Contract DE-A179-79BP10684).

APPENDIX A

STANDARD PRIMTOUT OF NEW IIJFORMATION

RECORDED I N DATA BASE

The a v a i l a b l e in format ion on each new withdrawal s i t e i s summarized on

t h e computer p r i n t o u t s . Headings wi th no informat ion fol lowing i n d i c a t e no

in fo rma t ion was a p p l i c a b l e t o t h a t p a r t i c u l a r s i t e o r no in format ion was

a v a i l a b l e . Water r i g h t s in format ion was compiled from reco rds of t h e S t a t e

of Washington Department of Ecology, Oregon Water Resource Department, and

Idaho Department of Water Resources. Most of t h e e n t r i e s on t h e p r i n t o u t

a r e se l f -explana tory ; however, a few need explana t ion :

INVENTORY NO.

Codes : C l w = Clearwater River R = r i g h t bank Col = Columbia R ive r Is = i s l a n d Snk = Snake River A = f i r s t s i te , same l o c a t i o n U m t - Umat i l la R ive r B = second s i t e , same l o c a t i o n

L = l e f t bank C = t h i r d s i te , same l o c a t i o n , etc. Example :

Col 301.7 LB = A withdrawal s i t e l o c a t e d on t h e ~ o l u m b i a River a t r i v e r m i l e 301.7, t h e s i te is on t h e l e f t bank ( f a c i n g downstream), and i t i s t h e second s i te ( f a c i n g downstream) a t t h e approximate same r i v e r m i l e .

CRT NO.

The number of t h e volume i n t h e Columbia River and T r i b u t a r i e s Review Study i n which t h e s i t e appears .

SITE NO. --

The number a s s i g n e d t h e s i t e i n t h e Columbia River and T r i b u t a r i e s Review Study.

LOCATION FROM SHORELINE TO PUMPS

Codes: + = pipe o u t i n t o water . - = recessed from o r i g i n a l s h o r e l i n e = = even w i t h e x i s t i n g s h o r e l i n e .

Example : +25 f t = A p ipe ou t i n t o t h e water 2 5 f e e t from sho re .

LOCATION FROM PUMPS TO SCREENS

Codes : = p i e r type of s t r u c t u r e

*+ = p i e r o u t ove r water beyond s h o r e l i n e 4- = p i e r r e c e s s e d from o r i g i n a l s h o r e l i n e a= = p i e r even w i t h e x i s t i n g s h o r e l i n e

SCREEN CODE

Codes: Bx = box Co = cone Cv = c u l v e r t Cy = c y l i n d e r D = drum Ep = end of p i p e F = s i t e used f o r f i r e p r o t e c t i o n only Fv = f o o t v a l v e (check va lve wi th s c r een ) N = none P = panel Pp = pipe w i t h s l a s h e s U = unable t o l o c a t e o r unknown 1 = removable s c r e e n 2 = nonremovable s c r e e n 3 = nonremovable s c r e e n c leaned by high p re s su re a i r system 3 = mechanical s c r e e n c l eaned by h igh p re s su re water system

Example : Pp2 = pipe w i t h s l a s h e s w i t h nonremovable s c r eens

SHORE DISTANCE CODE

Codes f o r t h i s e n t r y a r e t h e same a s t h o s e f o r LOCATION FROM SHORELINE TO PUMPS.

WATER ELEVATION

Dis tance from pump p l a t fo rm t o water s u r f a c e ( v a r i e s w i th r i v e r l e v e l ) .

INTAKE VELOCITY READINGS

Maximum read in^ a t t h e s i te .

AMBIENT STREAM VELOCITY

Maximum read ing a t t h e s i t e .

I W E N l L I R Y NO. C o 1 1 7 1 . 5 h P U * N M E ADOFcFSS , , PHDNE D I V E H S l 5 U LOCAT 1Ltt.I S T A T E WA C D L N l ' / K l s c k i t a t TOWN M i n g e n R I V E R C n l u m b i a h I V E R M I 1 E 1 7 1 . 5 BANK H OllAl?.MAP 5 E C T R cur NO. SIT^ NO. COFU PUU. CIO~ICE DATE

C o f E P E R M I T M. D A T E WATER H I G H T WArER hESLURCE A R t A A P P L l C A l I O N M3. P t R M l T NO. C E h T l F I C A T E NO. P R I O R I T Y LIATE

P E H M l T D A l E GI L4Nl I I Y - C F S A C R t F i / Y R P U h P C e F F i r r c o n t r o l a n d l o g d e c k A C R t S I H R I G A T E D DTHEh ACCESS HULr lE P U ~ PLWP I NFllFt l lAT TO14 TYPE OF STRI-KTURk L K A T I U I U FRDM S H n R t L I N E T O PLWiPs L W A T I O N F R L M PIJ(W9 1LI SCREENS t +

tdllt4Rt'H HP S I Z F D F TYPE O F REI' IWKS N o d i v i n g i n s p e c t i o n p e r f o r m e d OF PUWPS EACH D I b C H k h G E DISCHARGE

( I N C H E S ) 1 7.5 3

I t 4 T A K k XREEI \ I PLMP NO. SCWEEN D t S C R I P l I U N T Y P k UF SCHkEN W i r e m e s h SCHEEI'4 C W l E F DIL i ' lANCE FRLJ'I SHDRI-ILINE S H L W t D1ST. C O I E t + SWMERCEI4CE TYPE O F P E W M A T E R l A L W i r e MESH S I I F O . l S 5 i n P l l h E S I Z E PERFORATlL lN S l Z E th* k S / 11'4CH C l l D r H DR L l I A P E l ER DF S C R t E N H t I G H T OH LENGTH CF SCHFEPI SChEkCI CUt .DI I I D N TRASI i hACK F R A M BAR SPACING TRASH FENCE ME!-H R E L A T l O N T O SCREt l r l S E A L S

D E B R I S LOCATILW AFD AMCHJNT SGDII'iENl A T ICW SCCLIh I NC SURFACE PIAlER TEMP LIEGREE F WArER E L E V A T I G N I t S l A u k V k L n C I T ' f R E A D l F E S A M B I E N l ' STREAI'I M L L C I TY INSPEC' I I D N DATE T I M E F I ' J H MYPASS SYSTEM F l S H S P E C I t S -.EN

ItWEIr lTORY IUO. C 0 1 4 7 5 . 3 . P c n v NAME ADDHELiR , , PHONF DI 'JERSIUN L n C A T I O N S l A T F WA CLIVNTY D o u g l a s TOWN O r n n d o R I V E N C o l u m h i a R I V E R I ' I ILE 475.3 BANK L Ql IAD.MAP SEC T F! CHT 1\10. S I ~ E M). co CE ~1.~4. ~.ICIT ICE DATE

C o f E PEhM1T 1.10. D A T E Cl4 lER RIGHT WA 1 ER hEqC<lRCE AREA A P P L I C A ' T I O N NO. P E R M I l . 1'10. C t R T I F I C A l ' E NO. PR ILIR I l Y DATE

P E R M I T DATE GI b t 4 1 1.1 Y -CFS ACRE F T / Y R PURPOSE W a t e r i n g l a w n ACRES I R H I G A T F L I OTHER ACLE';i% kOLrrE PUI) PLMP IrlFr)HI-IAl'ION TYPE D F STRUCl URE L D C A l 1L'V.I F P L h SHORFLlI'.IE T O PUI'IPS L K A T l O l r l FRLIM PLWPS T O SCREENS

t$_lMRER W S I Z F O F T Y P E O F HEMAHKS N o d i v i n g i n s p e c t x o n OF PUI'IPS EACH D I S C H A h G E DISCHARGE

( I NCHEH) 1 . S . 5

I t4TAHE SCREEN P I M P NO. SCHEELI Dt'3C.R I P I I D N T Y P t r.!F SCREEN S L H M R L E I 4 C E . TYPE O F MESH I r l A l E R I A L til3 E S / I r , I L H CIIUTH DR C~IAmETER DF SCHEEPI SChEEN LDt.IL)II I U N FRAME I'IESH S E A L S

D k b H 1';. L n C A T 1 LON AND AM@LUI(T SEDI l r lE IJ l A T 1 0 4 SC-CUR1 N?; I N 1 AHF VELOC 1'1 Y READ I t G S F l S H BYPA'JS S Y S T t M

SChEEN CODk D I b T A N ( F FRI 1I.I SHCIRkL I t4E SHI'?RE D I S T . C O I E MFSH S I Z F WlHC S I Z F PERCUQATlON S l Z E HEIGHI OR LECILTH r r ~(-HE.EN

TRASW hACK HAR SPACI IY. TRASH F E N C t HELATlOl r l 10 SCHkEN

W R F A C E WATtR TEMP OEGRCE F WAIER E L t V A T I L W AMB I E N 1 STRt'A1.I VELCC I I Y I N S P k C T I O N M T k T l M t

F l S H S P k C I t S 5 F E N

P L W NAME City c F E n t x a t ADVRk55 ,, P H W E

' J IVERSILN L K A ) I O N S l A T E UA C O w T Y C h e l a n 10W t n t l e t R I M R C o l u m h s a H IVER IM1I E 4R4.0 BANK R OIIA0.IMAP SEL T R

C I J . S I I E NO. C o f E PLIh. N l l T l L E LIA I t C o f E P t R M l T ND. DATE

WATER R I G H I WAl ER HESLXIRCE A R t A APPLICA-I I O N NO. P t R M l l ' NCI. CERTICICATE N0.

Pk I IM IT DATE

OI lAlW I rV-CFS ACRE F7/YR PLtUPDSF U o m ~ s t i c w a t e r OTHER U n d e r q r o u n d p r p e , i n t a k e l i n e 6' d i a m e t e r b y ICK?' l o n g firl.EsC: R O L ~ E city p a r k PLMP IHCORI*AT I D N TYPE

L K A l I O l d FROM S H O H E L l M 10 P W S + i O O f t LDCATIOI\I FRCIIM PWPS 7 0 SVH~ENS

NClMhR W S I Z E OF TYPE OF REIMAUKS: 1\10 r l i v i n g i n s p e c t i o n OFPUMPS hACH DISCHAHGE U1SCHGHC.t

I INCHES)

P H I O R I l Y DATE

ACRES I H R I G F l

P V n Sl'HUCTUHF. Pumphouse

INTAKE SCHEEI\I PLIMP r.n. SCUtEN W " C H IPTIOI \ I TYPE OF SCHEEN SCHEEN COOE U I S 7 A W E F R l M ScK?RgLIt.IE SHORE n I s 7 ' . c o w WI ' IERCEI~ICE TYPE OF MEW IMAlERIAL MESH S l Z E WIRE S I Z E PERI-ORGTICIN SIZE

HU t ~ / l t d ~ ~ WIUTH w U ~ A M E ~ E R CF S C H ~ E N HEIGHT 0R LENGTH IF SCREEN

S C H t t t d C U b D I T I O N TRASH F4Ar.K Fl?fil* BAR SPACIM:: TRASH FENCE

IMESH RELATION TO SCREEN

CI~PHI';. L N A T iD t J AND AMCWJT S t D I 1 4 t N l A T ILN I t.11 AKE M L C E I i Y HEGDl14CS

. -. - - -. . SCOUR I tK: SLIRFACE W A l t R TEMP DEGWEE F WAIER ELE'JAI' ILW

AMEI tN7 STREAM VELI'CITY INSPEC TION DATE TIE C l W qPF( : lCS SFEN

I\IAlrlE ADDHESS , , D I V E R S I C N L W A T I D N P H W E

STATE L.IG COLlrffY C h e l a n 10W S t a y m a n RIVER HI'dER lMlLE C H l NO. S l T E KI.

RANK W A U . 14AP SEC T R C o f E PLR. NOT lCE DATE CoFE PERM3.f t m .

b I4 lER R l Z H 1 DATE

WAlER HESUIRCE AREA APPLICAT101\1 CIO. PEHMlT M3. C t R l ' l F ICATE NO, P R I O R I l Y D A l E PhRlMlT DATE

GI &I41 I IY-CFS ACHE F l / Y R PURPOSE I r r i g a t i o n OTHER ACHES I~RIGIITEU - -. . ACCESS RUUTE PLWP Ir4FoPMAi I U N PUP

TYPE K C "JTRIJCTUHF; L K G - I IU\I FROM SHORkLINE TO PCllMPS LOCA'TION FRrI(4 PLUMPS TCI 9( ;Rt t76

IWI'IRBR W S I Z F OF' TYPE DF REMARKS l\lo d i v i n g i n s p e c t ~ o n D F P U M P S EACH DISCHAHGt DISCHAhGE

I INCHES) 1 IS 4

TYPE W bCHEEN SCHEEN CCmE Ep U I Y l ANCE FHIIM WHCIHELIIUE SWMH!..F.I'.ICG SHCQE D I S T . COUF

T Y P t OF M R H If lATERIAL MESH S l ZF b11RE S I Z E PERFORAT1f.W 91LE HI3 tT711t4CH b1IDTH OR D IAMt - IER l3C SCUEEt4 t4EIGHI OR LENGTH Cb SCIIEEN Sr.Rt.EN C M , D I T IUFJ TRASW RACK FR AIME RAH SPACIW: MESH TRASH FENCE

R t L A T l O N 10 SCHEEN SFDL5

W B R I S LOCATlUtd 01.0 AM3U\IT S6DIlflEl.Il A1 ILII4 SCLVR 1 t,IG SURFACE WATtR Tt.l.IP DECREE F W A l t R ELEVGTIUI\I I t l l W E V t L O C l T l F t A D l N L S AMBlENT 6 l R t A M V E L T C I l Y FISH BYPPSS s Y s r E m

INSPEC1 l O N M T E T I M E F I S H S V t L I t S SEEN

SEC T R

IPIVEIVTOQY NO. Snkl5 .OHA P L ~ P NWqE L S A rmy C o f E ADUHEqS B l q F l a t Pump # I , , PHDNE D IVERGI I *.I L W A T I O N S I A T E W4 C L W T Y F r a n k l r n 1 O W P a r c o R I M R S n a k e H I V E R M l l E 1 5 . 0 BANKRQIIAD.MAP L R I NO. S I T E NO. C o f t PLW. N n T l C t ClATE

C o f t P t R M I T NO. DATE WATER RIc.H1 WAIER HEVKIRCE ARtA APPLILATIOIU WJ. PERMIT NO. C t R T I F I C A T E NO. PR I OR1 TY UATE

PERMIT DATE 0 1 IAN1 I I Y-CFS ACRt FT/YR PURPOSE W x l d l ~ f r h a b t t a t A L R t q I H R I G A I E D OTHEH CCCEGS ROUlE PUO PUMP INFDPI'IA I I D N TYPE LIF SlRIICTURE L DCATIVIJ FRLIM S H O Q E L I t E TD PUMP5 L M A T I L R N F R I M PLWPS TO SLHEENS

NLIMBER HP S I L F OF T Y P t OF RtMAHKS N o d l v x n q x n s p e c t s o n OF PUMPS EACH DISCHARGt DISLHARLE

( INCHES) 1 2 k0 1 2

l t f l AKE SCREEN P1l.P lm. SCHEEN DESCRIP l I O N TYPE LIP SCHEEIJ SLREEN c n n ~ D I ~ T A N ~ t FRUM SHOREI-I NE SHORE DIST. conk SL~MERGEI\I( E T Y P t CF MEW M A l E R I A L ME% S I Z F W lRk S I Z E PERI-ORAT 1LPJ S I Z E H O E q / l N T H W I b T H [ ? R ~ I A M E I F R O F 5 C H E E t J HEIGH~ OR LEIUCTH m SCREEN SLHEEN CL I tD I T IDN TRASW HA< K FPAI* BAR SPACING TRASH FENCE ME9H R t L A T l OtJ TO SCREEN SEAL5

D k B H l 5 LTEATIC?N APlU AI'IOCNT S F D I IlEIUTAl 1DI.I SCaCM I NG SUPFACE WATER TEMP DEGRtE F WAlER ELEVATICIN I I 4 l M E V t L D C I T Y RtADINT.5 AMBIENT STRtAM V E L r C I l Y 1NSPtCTlOt.I DATE T I E F I S H D'IPA55 SYSTEM F l b H S P E L l t q SEEN

IN'JEIJTORY 140. S n k l 5 . 0 R H PU'IP IJAI'IE US Army C o f t ADDHCSS 6 x 9 F l a t Pump #2, , PHONE b I L E H < I F 4 LnCAT I O N STATE WA CDLIVlY F r a n k l x n TOWN P a ~ c o R I M R 5 n a k e R l V E A l l l L E 15 .0 6ANKRQUAU.MAP SEC: 1 R CHI NO. S I l E ND. C n f E PLIH. M j T I C k D A l t

C o f t P t R M I T NO. D A l E WAlER H I C H T WAIEH k t 9 1 U P C t AREA A P P L I L A I I D N NO. PERMIT 110. C t R T I F ICATE M3. P H I US I TY DATE

PERMIT DATE OI IAN1 I TY -LF 5 ACRE FT/YR PURPOSE W z l d l s f r h e h s t a t ACRES I R H I GATED OTHER ACCts% ROUTE PUD PLJMP INFORMA rluu TYPE w 51.~1 ~ W P C LnCAT lO lJ FRCW SHORPLItIE 10 PLll'lP\ LOLAT ION F R W P W P 5 TO SCRtElVS

NClllUtH HP S l L F OF 1 ' I P t OF RtMAHKS No d z v x n q x n s p e c t x o n OF PUMPS EACH OISCkIAHGE DISCHARGE

( I N C M q ) 1 2no 1 2

I t n A K E SLRbEN PUMP rrn. SLREkPI LIES( R l P T I O l l T'IPE CE S L R t E N SLREEN CUDt P p D l5TANCE FRLN'I SHORELINE SHORE D I S T . C O W 5LiRMEPLEIX.F T I P t OF M E W I l A T E R I A L MESH S I Z F W l R t S I Z E PERFOQATI(?IU S I L E HOl t c / I I . ICH W I D I H U4 D l A m t l E R L F 5CHCEN M I G H T OR LEIVLTH OF SCREEN S C H t t N CUtR) ITION TRASH RACK F R A l l t BAH SPACING TRASH F t N C E ME'iU RtLAT1Ot.I TO SCHEtN S F 3 L 5

n t R H l S LDCUT I W J AND AMOW1 SFDI IMEI'II A> I W.I sc WH 'I LI(; SUHI-ACE WATER TEIW OF'RF_E F WAJER ELEVA~ I(LU\I IFITAK~ V~LT~CIT'I H ~ A D IIKS AM@ I t N T STHI-.A11 VELrlC I TY I PISPECTI ON Df i l E T IME F I S H BYPASS 5 Y S l k M F I S H S P t C I E S SEEN

ADLNFSS L o s t I s l a n d , , PHm4E . ~

DIVERSII-N L&:A~ IC'N STATE WA COLINTY Franklin 70WN I'a3Co R l V E R S n a k e R I V E H M l L t 2 2 . 5 BANKHM?ALi.Ir lAP SEC T P CHI NU. S I T E NU. C o f E PLlF1. NUTICE W 7 E

C n f E P t R M I ' r NU. DATE WAIER RIGHT WClER REU;UURCE k R t A APPLICA-I I D 4 NO. PEHMI~ NO. CERTIFICATE NO. PRIORITY UATE

PtRlr l lT @ATE Ol I ~ l l T l IY-CFS ACRt FT/'IR P W P E E W l l d l l f e h a t ~ t a t ACRE5 IRRIGAIEO OTHER ACCE55 PUUrE P LID PUMP II\IFURI.(A I ILlN TYPE OF SlRIJCTUPF L K A l I U N FRCW S H O H k L I M 10 PLlMPS LOCATION FRLm FLMPS 1CI SCREENS

NUI4l4tR HP S I L F OF T Y P t OF HHrlAUKS No d r v l n q ~ n s p r c t z n n OF PUNPS EkLH OIbCHAHLk OISLHAUGE

( I INCHES )

I N I AKE. X U E E N PLMP PI@. SCUEEtl b t U R I r T I 0 I . I T'IPE LF SCHEEN SLlRMtHGFN( E TYPt OF ML5H I*ATERlAL HOI.Eq/ Il.Ir'H WIO lH OR DIAMETER OF 5 C H t t N SCHE~CI cut101 r i o t 4 FRAMt 1.I-H SEALS

SCUEEN COW DISl'AtdCE FRCm Sl iORkLINE SHORE D I S l . COPE M E W S I Z E WIRk 8 I L E PERFCIRAT 1a.r SIZE HEIGHT LIR LEI\IGTH @F SCHEEbI

TRASW RACK BAR SPAC 1 t.IG TRA5H FENCE RELATIUN 10 SCREEN

DEBH 1 b Lr lLAT I L N AND AMUUN-I SED I I'1tI\I-l AT I I N l A K E M L ( K 1 l Y READINGS F I b H BYPASS SYSTEM

SCOUU 1 N(. SURF&( E Y A l t H T E I T UECHEE F WAlER ELEVAl I L N Al'lEl l t N T S l HEAM VELCIC I TY I M P E C l ION D A l E 7 1%

It,h'ElW N('I NO. Snk25.OL PLMP INAllt LC- Arm-: C o f t ADU3DHESB H o l l e n b e k e , , PH@NE DI'v'khS1LtN LOCA.1 I D N S l A l t WA CLsUNTY Wal l a W a l l a l W \ I P a s c o RIVER Snake RIVER M l L E 25.0 BANK L QUAU.MW SEC 1- R CRT Ni3. S I T E M. CofE PLIR. NUTTCli @ATE

C n f E PEHMTT 140. DATE WCCER HIGH1 WAI ER UESWRCE AUEA APPLICATION NO. ' PERMIT NO. CERTIFICATE NO. PRICIRITY DATE

PhHIrlIT D A l E GI G N l I IY-CFS ACRt FT/YR PUHPLME W i l d l i f e h a b i t a t ACRES I H R I C A l E D OTFEk kCCEh5 HUUIE PUD PLWP I NFORMAT I CIN TYPE UF Sl.RI ICTURF. L W A I 1UV.I FROM SHOREL1I.E 1 0 PUMPS LOCATlON FR(:lM P U t T B TO SC'RttNS

tJUMPtR W S I Z E OF 1YPE OF REMARKS No d i v i n g i n s p e c t i o n OF PUmPS EACH DISCWHGE UISCHARGE

( INCHES) 1 150 12

I lSIAKk SCHtEIN PLllrlP r10. SCHEtN D t ~ L R I r l I U I I 1YPE LIF 5CHEEI.I 5LIkMfiWLEI.ICF T ' IP t OF IrlkrW I I ' IA lkRIkL klOI-F-S/ INCH WIbTH OR UIkl.lE7tR DF SCUFEN S C R ~ ~ I . I cur401 I IU.I F R A M NE-H 5EAL5

UERH l S LOCAT lU\I bt.IfJ AMOUNT 5F.Dl l~ t l . I lA~l 1UI.I TbITkKE M L U C I TY kECD1t.IC.S F I S H l jYPA5S SYSrEM

SCHEkN CUlX Pp U I S I AINCE FRLlM 5HURF.LlNE WDHE @ I S 1 . COIjE MECH 5 I f E WlRk 5 I / E PERFORAl I O N S l f E HEIGHl ClR LEN(.lH UF F.CI<EEW

TRAY-( HA('K MAR SPACltU: TRASH FtNCE H t L A l IClN I 0 SCREEN

SLIRFACE WATER TEIW DECHLE F WAlER ELkVATION AMFJ l t N T bl RF Ale VELOL I1 Y I f f i P t C I I U N LrATt I I M k

F l S H SPECIFS bFFlil

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PEHlMlT LIATE 01 (AI.1'1 I T Y - C F S ACHE F T f Y R PUhPLGF W a l d l i F e h a b i t a t ASHES I N N IGG-IED OTHER ACCESS hOLrrE PUD PLWP I IUFORIIU r LON TYPE OF STRI C T U ~ F LOiATIL ! I , I FRLW 5WClQFLlNt 10 P U W B LOCATIO~J FHUM rmps TO YCRE~NS

N l l l W k R W S I L E OF TYPE OF hElMAHHS I'lo d i v i n g ~ n s p e c t x o n OF PLWPS EACH D I S C W h G C DISCHARGE

( I t4CHkS Ei) I 1 00 1 0

I t J T a K E SCF(kEI'l PLUMP tm. SCREEN D t S C R l P l I O N TYPE L F S C h E t t J SL~kMthGtl\l(:F: T Y P t OF W S H IMAIERIAL Hrx t < / i t ~ < : ~ WIDTH CR UIAMETER OF SCH~EN B C H E t N LOtJOIT I U N F R E m IPlE9H S E A L 5

SCREEN C O P t D I S l ' A N C E FRLW S H D R t L l N E 5 W m E D1ST. CD~JE MESH S I L F WIRE S I Z E PERFORATION S I Z E H E I G H T OR LEIIICTH CF SC'hEEIII

TRASH HACK BAR SPAClNG TRASH FCNCIE R k L A T I O N TO SCREEN

@ERN 15 LDCAT I DrJ A h 0 AMOVIIT SFDI I~~I .~ A-I ICUJ 1 t J T W E VELOC l T Y HFAD1IJC.S FISH UYPASS SYSTEIM

SCWH IN(: 6URFACk bIAlER TEMP CIEC:REE F WATER E L E V A l ILIN AIMBI EN^ SJ R ~ A I M VELr-Ic 11 Y I~JSP~CTION DATE 1 I l n E

F l S H S P E C l F S SEE14

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CDFE P E R M I T NO. DAT t D A l E

W4lEH H I G H 1 WAlER HtbDURCE ARkA A P P L I C A T I O N 140. P E R M I T NO. C t R l ' I F l C A l E NO. P R I U R I T Y LIATE

P E R M I T LIATE 01 I A M I 1 'f -CFS A C R t FT/YR P L R P E i E W x l d l i f e h a b i t a t ACRES I H R I G A l E U OTHER A L C t % S RULTl E PUD F'UhP I I4FOhIPlAl'lON TYPE OF' S l R I I C l W t F L D C A l 1CIt,1 FI7LlM S H U R k L l N k TO PUMPS LCKATIOIJ FRUM PUMPS TO SChEElVS

NUMBtR W B I Z € O F 1 Y P E OF REMARKS O F P U M P S EACH DISCHARGE VlSCHAHGE

( I I I ICHEF) I 60 6

INTAWE SLRI.:El'l P L 4 P t,m. SCPEEt.1 D t S C h I P 1 I O N 1 'fFE LlF SCHEEN SCREEN C O W P p D l 5 1 ANCE FRI!M 8 k i U R E L I b l t SHC!Rk @ I SI . CLlLjF SWPIEPGFICCF TYPE O F N E W M A l ' E R l A L MESH S I Z E W l R E S I Z E PERFORATION S I Z E +ID t? / l l . ICH W I D l H OH U l A M T E h OF SCREEN HEIGHT IM L E W G l H OF 5CHEEN SCREEN C L ~ t ~ D I T I O t J TRASH H A W F H AlMt BAH SPACINC TRASH FENCE MESH H M A I 1Of.I TO S C h t t N S E A L 9

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I W E I \ I l U R Y NO. S n k 5 5 . 5 4 PLmP IQN-E Ll5 Arm- C c F t A L W t S S 5% M x l e Bar Pump 92,, PHWJE - DILERIILUJ LIXAI 1014 S l e T E blA CLILINTY W n x t m a n TCnWIU A r ~ r R I V E R S n a k e hI'JER 1111 E 5 5 . 5 BANK R UUALJ.MkP R l I O S I l E h O . CDCE PLIH. N L I l I C E D A T t

C ~ f t P t R M I T NO. DATE

SEC 1 R

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P'ERMlT D A l E OI IAN1 I I Y -CFS ACkE F T l Y R PLIHPUSE W l l d l x f e habitat ACHES I k R l G A l E D OTHER 6CC F S S RI It I1 E PUD P L h P 1IIIFDRlrlA I I O N TYPE W STRIICTLIRF L I X A 7 1U11 FRLW S W U t L l l * 7 0 PUMPS L K A T l 0 I . I FNUl l PLJIlPS TO SCVEENS

N I M B t R HP S I Z F OF T Y P t OF REMARKS IUD d i v i n g ~ n s p e c t i o n O F PUWPS t A C H DI5CHARGF D I S C W h C E

( INCHES

I N T A K t S C H t E N PLrmP No. SChFELI L E S L R I t ' I I O N 1 Y P t UF S C R t E N SLWMHGEIIICF T Y P t OF MtW IMA7ERIAL M U t = / I t J H W I D l H CB UIAWETER (3F S L R t E N S C U t E N CUI.IOIT1Ot.I F H A M t I4EqH S E A L 5

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TRASH HAI'K BAH SPAClNG TRASH FENCE h E L A T I U N 10 SCRtE1.I

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PERMIT @ A l E OLlAtJTl l Y-CFS ACHE FT/YR P U R P M E b r a v e 1 p l a n t ACRtS I hP I GA I E D

OTHER PIC( EST H(W7E PUD PILmP I lrF@RWAl I O N TYPE DF STHLCTLIRF L O L A T I D N FhOW SWlHFL lNE I D PUI'lP5 LOCATIOIU FRZlM PV'IPS TO SLRkEWS

NUMBER I+ S I Z F OF 7 Y P t OF RtMAhHb N o a r v r n q r n s p e c t a o n Ol- PL I ITL EACH DI5CHAH(,E DISCHAhGk

( INCHES ) i 25 3.5

I N l AKE SCRtEN PLMP tm. SCIiEEtJ D t S C R I P I lO l J 1 Y P ~ L~F SCR~EI\I SCREEN cont FV 0151 ANCE FRIJ.I SHMIELINE WWE D i s r . co r lE SLRhERGEIULE TYPE OF MESH MA1 E R l A L MESH S l ZE WlRE S I Z E PERFORATILM S I Z E HOI E b / l t J C H WIDTH DR DIAMETER OF SCRtEN 'JCUF~N C U m I ' r i o t J FR A!% MESH SFALS

HElCH-I' OR L E N G l H DF SCHEEN TRASH RA('H BAR SPAC IIW: TRASH FENCE RELATlON TO SCREEN

UERR I S LDCATICN AND AMOUNT SI-r)Il?ENl AT lo* S C W I N'. SURFACE W T E R TEMP UEGRtE F WAl kR t L E V A I I L N I N l A H E VELOCITY R t A D l N C S AMBIENT STRFAI~ V E L ~ C 11 Y I N S P t C l I O N D A l t T I M E F I S H BYPAS5 SYSTEM F l S H SPECIES SFEN

IIII.'EI\I I ORY NO. Snk.35. OR rMr lP N A I E Lr- Army C o f t OI 'JERhlLW L I X A I 1LtN

AD@hESY S w l f t Ba r , , PHONE

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SEC T R C o f t PLIH. M T T C t @ATE C o f t PERM11 NO.

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PEHIqlT D A l E UU*lJl 1 I Y-LFS ACRE FT/YR PUhPUbE W ~ l d i r f ~ h a b a t a t 0 1 kIEH

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OF PLWPS EA( H D ISCHAhGt OlSCHAHGE

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TRASH RA( H HAR SPACItJC

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F l S H 5 P E C I t S SFEN

I W F I \ 1 l U R Y NU. S n k 7 6 . 5 R r L m P N A h E L B Arm: C e f t A M W t b 9 R x d p a t h , , PHCNE DIVERLITLW L R ( A 1 I V N STATE WA CLILaJlY Wh. t m a n TOWN R I V E R S n a k e R I V E R M I L E 76.5 BAIUK R CILlAV.I.IRr S E T 1 R cur IUU. slit t40. c o t t PUT+. 1\11111ct DAIE

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P E h I q l T D A l t QI IAN1 1 1Y-CFS A C R t FTYYR PLWPLlSE W s l d l x F e h a b x t a t ACRES I R R I G A TED DTHEh A C C E W RLILJlE PUD r L m P INFLIUMA-I ICW TYPE @F S l R U C T U h F LOCAI ION F H C ~ ~ SHORFI ~ t e TD r u t r l ~ s L W A ~ IC~J FRLIM PLIWS TD MH~EIVS

IJUM@th W S I Z F OF 1 Y P E OF REMAUKS D i v i n g i n s p e c t l n n p e r f o r r n e d DF PUMPS EACH DISCHAHGE UISCHAHGE

( I IJCHES I 1 40 6

INTAWE S C R t E N PLMP rm. SCHEEN DFSCR I P T I D t J TYPE C F bCHEEN S C R t E N C D M P p D I 3 l A N C E F R l M SM?RbLIIUE WLWE D l Y l . C O I F SURMEHGkl\l('t T Y P t OF M t W M A T E R I A L MESH S I Z E WIRE S I Z E PERFORATICN S I Z E HCR E 5 / 1 M : H WlDCH I33 DIAMETER D F SCREEI\I HEIGHT OR L E N S l H OF SCREEN SChELtJ C O N U I T I U N TRASH HACK FRhME BAN SPAClFlG TRASH FENCE MESH R E L A T I M J TO SCREEN SEALS

UEBH I S LGCC1 IL IN CL113 AI.lOLN1 S F D I l 1 E N l A l I L * 4 I n t a k e s x l t e d o v e r SCCURlNl: SURFACk W A l t R TEMP DEGHEE F WAFER t L E V R T I L h l I N T A H ~ 'J~LOC ITY RLADINLS AMY I EI\IT sl R~AI.I v E L r c 1 TY INSPECTION U A T ~ TIME FISH BYPASS SYSTEM k I 5 H S P E L I k S SEEN

1 U.IEN1 ORY NO. S n k i 3 2 . 5 L PLmP NAME LIS A r w CnFE AODHESS C h x e f l i m o t h y P a r h , , PHONE DIVEhS101\1 L ~ A I I O N S l A T E bIA COLlNl7 A s o t i n TOWN C l a r k s t o n R I V E R S n a k e R I V E R M I L E 132.5 BANK L QUALl.MAP SFC T R cnr NO. SITE NO.

WATER H 1 C H l

C o F E PLIH. N O T I C E C o f t P t R l n l T NU.

LlATE DATE

WA I EW h E S L U 9 L E AREA API 'L ICAI ION NO. PERlr l IT NO. C E R T I F I C A T E IW. P R I O R I T Y OATE PERMIT D A l E

4 1 Y N l I I Y - C F S A C H t F I / Y R PURI'USE ACRES I H R l G A l E D [ITYFR - .. ACCESS RUUTE PUD PLmP I NFORIqA I ILltJ T Y P k CF STRI ICTUfiE L N A - 1 I O N F R l 3 l S H D h f i L l M 10 PUIWS L O C A l l O N FHLm PLMPS TO SCHEhWS

NUMBER HP S I L E O F T Y P E OF REMAhKS D i v i n g i n s p e c t x o n p e r f o r m e d OF' P U W S E A C H DISCHARGE D I S C W H G E

( I NCHEB ) 1 60 8

1 Y P k Uc SChEEN ~p C h a n g e d t o B x SCREEN C U O t HI D I S T A N C E F R W SHDRklLltJE %l1HE DlSl. . C U l l t SLR~PGEtJ( 'C_ TYPE OF IWSW M K I E R I A L MESH B l Z E WIRE S l Z E PEHFORAl IDN S I Z E Iif3 EW/IPIf,H W l D l H CR UlAlr lETER fJF SCHEEN H E I C H l OH LENGTH W S C R t t N SLHEEN CUNDI TION FRAME ME5H SFCCS

THASH HA( K BAH SPACING TRASH F t N C E H t L A T l W J TO E L H t E N

D ~ R H ~ S L ~ J C A T T C W A~JU AMOW? S E D l l * t W l A l l L X 4 P p s l l t e d o v e r SCDUH 1 NG 5UHFACE WAlEH TElrlV D E C H t E F WAlER E L k V A T I U N I M A K E M L D C l I Y R t A O I t K b A M B I t N T S l R k A l n M L D C l T Y INSPEC1 1UN DATE I I M E F1SW t l ' IPA5S SYS7EI.I F l S H S P k L I t G SEEN

I tWEN lORY 1.113. Snk14CI .M P LIMP I.lAmt L B A rmv C o f E ADDRESS . . PHCNE . . O I V E H S l W L~A~ IL )N - S l A l E 11, COLNdlY N r z r e r c e TOWN L e w i s t o n RIVER S n a k e H IVER IV1I.E 1 4 0 . 0 BANK R OUAV.M* SEC 1 R C R ' ~ IW. SITE ~ 3 . CDFE PLW. NO TIC^ DATE

C o f t PERM11 FO. DATE WA lEh H I C H I UhCER HESTURCE AREA APPL ICAT ION NO. PERMIT NO. C t R T I F I C A T E NO. P R I D R I T Y DATE

PERMIT D A I E GIIA~JI I r ~ - C F S ACRE FT/YR PUHPGSE D i t c h m a k e u p w a t e r ACRkS I H R I G A l E D OTHER ACCESS RLII ITE PUD PLIMP It4FDHI*A I lDlU TYPE W S lhUCTUhk

LCXATILIN FRLW SHORFLTNE 10 PUMPS LOCATION FROM PLINPY 1 0 s c ~ t t ~ q s NUmRER HP S l Z F OF TYPE OF REMARKS D i v i n g i n s p e c t i o n p e r f o r m e d - x m p i n g e d f i s h W PUMPS EACH DI5CHriHGE DlSCHCIHGE

( INCHES) 1 12

1141 AKF SCH€.EIU PLmP NO. S C H k t N UFSCRIP?'ION TGPE IF SCQEEN SLRMERLUqCC' TYPE OF M t S H I V A l E R l A L W x r e HU.ES / iN ( :H WIDTH OR DIAMETER CJF SCREEN SCREkN C U t m I T 1 0 N FRAME M t S H NOW m p s h i n s t a l l e d SEALS

SCREEN C O M Cy MESH S I Z E

DISTANCE FRUM SHLlRtLINE W D R E D I S l . 0 . 6 d 5 s n W l R t S l Z E PEHFCRATIW S I Z E

-. LEN(-TH CJF SChEEN THASH RA! K BAR SPAClt.1G TRASH FENCE RELATION 1 O SCHEEN

D t H H l S L D C e T l N d AtJU AWOCIUT SEDlMEIUl AT1014 SCLUH I NG SURFACE WAlER TEMP DEGREE F WA'IER ELtVA'l ' ICW 1 N 1 M E M L U C I T Y READ1 tGS: A I m l E N T STXEAlrl VEL(C1TY I W P t C - I I O N 0ATE TIWE F I S H M'IPASS SYSTEM F I S H SPEC1F.S SEEN

IWJElWLlRY 1.10. C I w 2 . X PV*P NW* LLYj A r m y C o f E AODHtSS , , PHONE OIVEHGILIN LUCAI I O N S l A T k 1 D CUWJTY Nez P e r C e 1OWN L e w x S t o n RIVER C l e n r w a t R1VE.R M1l.k 2 . 3 BANK L QUAD.MAP SEC T R CR'I NO. S l T E 1 0 . C o f t PLM. M l T I L E DATE

C o f E PEHIrlT1 M. DATE UATER h l L H 1 WAlER HE'iTYJRCE AhEA APPL ILH l IO IU NO. PERIrlTT tJO. CERTIF ICATE IUD. P R I L R I 1 Y DATE

PERM11 DATE OLffiN1 I I Y -LFS ACHE FT /YR PUhPOSE D x t c h mahe u p w a t e r ACRES I H R I G A l E D DTHER ACCES!! RLIUTE PUD PLMP INFDWIMAT I O N TYPE L+ STRCCTWF LWAl1U I . J FQUrl SHORtL l NE TO PUMPS L L X A T I O N FHOlrl PUMPS 1 O SCREEIUS

NUIVEcEH HI1 S I Z E OF TYPF OF HEMWKB D i v a n 9 x n a p e c t i o n p e r f o r m e d - i m p i n g e d f i s h O F P W Y EACH DlLjCHAHGE DlSCHAHCE

( INCHES) Ll

It47 AHE SCRI-.EN Pl.mP LNJ. SCHE~IJ D~SC'R IP"TION TYPE IJF SCRtEN SL"l*HCEl'JVE TYPE OF mw IVAIERIAL Ml t S / It,I(:H WID1 H IJR UILIMEI'ER UF SCRtEN SCHtEN COI~ IU I~ I IOF I FPAIVt MESH SEALS

UEPHIS LOCAT lUd AtW AMDUNT SEV I IGEI~ rw I DN S C ~ M I IW: 1NTAHE VELOC 1 TY HEADINGS F l S H BYPASS S'ISTEM

SCREEI'J CDUE DISTAN(;E FRLll l S H C l R t L I M WI?RE DIST . COLk MESH % I L E W l R t SlZE PERFORATlDN S I Z E HEIGHT OR LEIUGTH LIF SCREEN

THASH HACK BAR SPAC I t.I!: TRASH FENCF HELAl'Il 'JtJ TO S C H t t t J

SUUFACE W A l t R TEMP LlEGRkE F WAIER ELkVATIL'Jq AMBIENT STRtAM V k L I F I I Y I N S P t C l I O N Mlt lIMk

F l S H W E L I t S SEEN

PLWP I.IU.(k A rmy C o f t DIVERS ID^ LDCATILIV~ 5 1 ~ 1 E 1 0 C V U N ~ Y lNez r s r c e TOWN L e w i s t o n RIVER C l e a r w a t RIVER I.IlLE 2.5 BANK h QllAC).lrlAP CH l NU. S I T E NO. C o f E PLM. NOT lCF DATE

C o f E PtR1rlIT NU. DATE

SEC 1 R

WAlER H IGH1 WACER MEWCURLE AHEA A P P L I C A l l O N NO. PERM11 NO. C E R l ' I F I C A T E NO. PR IORITY DATE

PERMTT UATE OI?CN'I I1 Y-CFS ACRE F l / Y R PUhPLlSE D i t c h m a k e u p w a t e r ACRES IHRIGAS'ED

OTHER ACCtSS ROUTE PUD PLNP INF@RI?Al I U N TYPE CF STRUCTURF.

L K A l ' l U t 4 I-RUM SHORE1 I N E TO PVMPS LClCAl I O N FRIlM PLHqPS TO SCHEEIUS

F h l M E N HP S I L E OF I Y P E OF H tMAhKS D x v i n q i n s p e c t i o n p e r f e r m e d - i r n y i n q e d f i s h OF P L ( W S EACH DISCHAHGE DlSCtYIHGE

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I t41 M E SCHEEH P M P IJD. YCHtEN LICSLRIPI I O N TYPE LtF SCHEEt4 SCREEN C O W DISI 'ANCE FRLllrl SWORkLINE SHORE D 1 S l . C W .

SLWmtRCENCF. TYPE OF MESH I .1AlERlkL MESH S I Z E WIRE S I Z E PERFORATION S I Z E H U t S / 1M.H WIUTH W DlfiMETER W SCHtYN HEIGHT OR LENGTH OF SCREEN SCHEtl.4 C 0 t m 1 t I O N TRASH HA(:K !-HAW BAH SPACltK: TRASH FEf4C:E MESH RELAT ION TO SCREEN

D~HRIS L c c A r I w APlD A-T bED I IMElUl A I 1 Ot4 SCOUR I N c SURFAI.E ClA lkH TEMP UEGREE F WAlER E L k V k l I U U ICCTAKt M L C C I T Y hFADIf.Y,S AIW I ENT S l RtA1.I VkLf C 11 Y I t B P E C l 1ON DATE TI I - F I S H BYPA5S SYSIEM I-1SCI S P E C I t S SEEN

I t N E N T O R I NO. C 1 w d . Y rmr NAME Lt3 A rmy C o f E ADDfitSS ,, PHONE U I V E R q l f 4 J I-W-ATION STATE I D COVrJlY He2 P e r c e TOWN L e w ~ s t o n R IVER C I e a r w a t RIVER M I L E 2.5 BANK L QlJA0.MAP SEC T R C H i ND. S l T E NO. C D f k PUH. IUUTICk @A l E

C o f E P t R I r l I l NC1. U A l E WA lEh HIGHT WA 1 ER HESCLlRTt AREA A P P L l L A I I O N NO. PERMIT f a . C t R T I F I C A T E NU. P R I O R I l Y D A l E

P tR l r l l T DATE OI-IA~I~ 11 Y-CFS ACRE F l / Y R PURPOSE U x t c h m a k e up w a t e r ACRLS IhR IGATED 0 THER ACCtSS k 0 I q E PUD PUllP II IFORMATIUN 1YPE UF SlRUCTUhE LWU-IIUN FRO^ SHORELINE i o r u m p s LOCATION FRfJW PVlrlpS TO SChEEIqS

NVmBER I+ S I Z E OF TYPE OF MEMARKS U i v i n g i n s p e c t i o n p e r f o r m e d - i m p i n g e d f i s h OF PUMPS EACH DISCHARGE DlSCHARGt

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1fJTAKt BChEEN PUMP Nl. SCHEEN DC.RCR I PT IOIJ TYPE L F SCRkEN t x p a n d e d d i a m o n d m e t a l SCHEEIU CODE ' y Ll IMlANCE FR l lM SHDRFLINE NDRE D l S l . CClLlF SLMlCEkG'EIUCk TYPE OF' MESH MACERIAL M ~ t a l MESH ,SIZE V. Sin WlHE S l l E PERFDRAT1OI.I S l Z E HL?I E S / l N i : H WIDTH (;R D l A M f z l t k OF SCHEEN HEIGHI LW LEFIG'lH OF SCREEN SCREkl.4 C W U I I I O N 1RASbI RA(.K FRAmt BAR S P A C I f G TRASH F t W ' E IrlESH Clew m ~ s h i n s t a l l e d HELAT lUN TO SCREEN SEALS

D t H H IS LOLA1 l hl Ct.0 fiMOtlNT SEDII.lElJlA1 I LW SCOURICK- SLIHFAiE WA l t R T E W DEGNEE F WArER ELEVAT ILW It41 AKE M L n C l T Y HtADI fK:S O .6 fps AMBIENT SlREAIrl V E L I C I I Y IF ISPtC1 I C N D A l E F I S H MYPAS3 SYSTEM

1 1 m C l b H S V E L l F S SFEN