Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
071-230-001
NNNING COMMISSION SUMMARY ,t;: BT_ -02-02 APPLICANT K==MWPnMW=WA%%4 lit= APPLICANT Television Communications, mc, TCI 1tichar� SPight ADDRESS P. 0. BOX 629, Orinda, CA 94563_ I' OW ER Same PROJECT DES( RIPTiON Use Permit to allow t11e construction of o 50 acre foot recreational lakeo0p A 211' x :24' Garin -a-s--to. lie—ern tr-�zr eel . s- wed 1. On Suc� cr Run, tributary to aoutiT. N Pit,OPERTY ZONED 1 it�160 LOCATED Pork of the Feather River, approx. 1 mile se of intersection of Ponderosa Wa, A ASSESSOR'S PARCEL NUMBER(S) IDENTIFIED A5 AP 11-23-01 J GEN. PLAN PROJECT CONSISTENT? CITY' Peather la DATE APPLICATION RECEIVED 17./2/83 DATE REZONING PETITION SIGNATURES CHECKED PERCENTAGES DATE LEGAL DESCRIPTION PREPARED OR CHECKED: DATE PUBLICATION NOTICE WRITTEN a-6 Jam PUBLISHED DATE DISPLAY AD PREPARED PUBLIS1iED' .. _ ... PLACE NEWSPAPER NOTICE(S) PUBLISHED ,( C. P. GO D DATE MAILING LIST PREPARED -- DATE MAIL -OUT NOTICES WRITTEN MAILED NUMBER, ENVIRONMENTAL CATEGORICAL EXEMPTION' DATEPILED ....�_...w., - DETERMINATION -`` .:AND .DAT$.. NEGATIVE DECLARATION DATE ADOPTED ENV. IMPACT REPORT - DATE CERTIFIED OTHER COMMISSION HEARING DATES COMMISSION ACTION" BOARD ACTION,o _..., ORDINANCE (S) ADOPTED;,,,,, tOMMENT5 fi Ll ij1JSTRUCT101HS TO Uri PEM, IT APPiICAN15 1;. if applicant is not the mtnm writti,ii iiuthnrirutirso by the: oYYtuor•tr ether proof ofaigrn4vmust eta In for tl,e to legall,) sign the Applivotinn shall tapi�llrution, be submitted order applicant C.Oniiidered void it nlst signori by the owner or 1#,Kal,ngent. 2. All items on gpllcution shall be f�illeti in ug, complacly us presiible, If ,in it"ait 'iy not nppli, aisle, plouse indicate bY, the, teem "NA" 3, It is important that the appliunnt supply an accurate description of the location of the proposed project, inv'luding the follmyingt n. Ass, 0gsor's av' el number(s) (from the tax , p btlls or �Isscs.ior s Maps) - b, Street, addresses (il ovailyd le), c. Uixstanocs anti dirpetionn to n,uncd streets, bodius of water or railroads, 4, Sixteen (tib) copier, of a detutled plot plan of adrqunte sed ole In ,.jeaely shms proposed build- it os and 'Improvements, folded to gdi x 11, inche,4, shall accomplto) and bo made pert ,if the t`Applicution for lCss Permit". If the ase pormit is approved, the plot plan hocnrnofi the ap proved development plan for the proptalLY.Tile Plot P11111 shpil inelttdu the follnwilag informal on; a, A scaled drawing of the, parcel(s) boundaries= h. Location and dimansfrrnr of all oxistini; and proposed Fini,rovr�iultnt Ott tho propotty, inaluding"buildi'ngs, drivemay4, parking areas, W011,14,s0ptic tanks and leach fields,:_ c. f,,otation and name of bordering streets, ttocuss roods, 'aenrl,Y crnssroud:;, skri ants, bodies of sumer and railrowls. j d, North arrow and scale of drralWI0AA ( 5 The "Appl'icration for lisePOrnnt" is subject to public hearings Pinel ul,pa°Huai lel thm p1mining' "(itze [)'art commis i,ran. An)' apociltl cnndit;i�ons Of apprnarij shell he Made ariCnun f the apprnYod Permit" and shall be bindingoil the applicant, The rin "lure, fo t}' action on use per- pp p :tilansfll'ii stated 1 'i p11m1n Chapter 24 cel the Butte CiiuntY ( tidn, ntlt t. 1 (, The Plunning Connnl$sinn, on the bitsir, rdf the evidence submitted at thepablic hr-aringono.1Y y' ' grrttit use permits: when It finds that th:e proposod uses of thu Projit-Mv will not Impratr rhe integrity aYnd chliructcjr of the tont; In svh;ich the lurid He,, and that th, utie wr,uld stmt las oar ` reasonably incompatible with nr injurious to surrounding properties alit, dotrimantal to the health and general Yvalfar,e of the persons residiti- or w�'orkntg it)tine ne,ighborhood not to the general ho:ultll, sFtfety and YYelfare of the coutitly. 7, in approving a It9e Permit, the Planning �+mumi sloo iTl�ry IHC lnSlt such Crttldititltti n3 ere tlt'Y. ittt ttn+l. d-df�lhedl retl5nni{bl8 and necimsa under the Circunisunve�i tea prCSel"4m ,�,rity the of the Butte CanstitY C4,lrteral Plnp ' character of titu acne and to secure goomd pnrpos-es s and Chapter 24 of the. 311tte Cot'litY CadoI 5ach Uiindttions inns injcltld'e, but nrr not lAnrltNI tart Caw (ilvtikations, development plait alpprrlvaC; hours of operation, fencing. dedication tit rightwaf»YvtYy, and :street land Iletrimige improveun:ntH. Cniitlitinns Imposed upon is�ukance of n 11.40 permi mist It reason�ihly relatt,d to the usu for which the ptr.rmit is rd:alnested, t)t 912 $3 (dakra) are" 30900 rllrplicatitiil foe: its of.� _� estmsay ho polu1 in e,r8h or hh rwhat.la inialn pas°ably ter "11roaalarpr 1st l,utto (county `i p� features ,uhmittinp a uses-,polmit'+applivnti:rna, appliewitIle roque ted to dimeusK viitll Staff all regtt romatltt�, C;nunk pefievdil es, arinittg: provisions and potsyible, y rt;s ions itbliut atppliC,ation cisod,ltinnw of iippruvul. !. r j i' 4 Receipt # P.ro,j ec't APPENDIX ` « Date, Piled September 16, 1983 Environmental Information Form (To be completed by applicant) -GENERAL INFORMATION Tehev' s'-F'DCorun ti int: 1. Name and address' of developer or project sponsor:ic p 5 P.O. Box 629, Orinda. CA 9456,3 2. Address of project;En'o of Pnnderos :,Way, near Feather Falls : Assessor's Block and Lot Number _� 71-23-01 3. Name,.address, and telephone number of person to be contacted concerning this project: Richard D'. Spight, P.O. Box 625, Orinda CA — 94563 (415) 254-5597 _ �.- 4« Type of project. U.I:e« rezoning, subdivision) ; 5. List and describe any other related permits and other public approvals required for this project, including those required by city, regional; state and federal agencies t none" 6. Existing zoning, district- FR 160 7. Proposed use .of'site persona) PROJECT DESCRIPTION 8« Site 'size, 480 acres 9. uaro footage .of building(s), 24'' � 24' cabin &, 50 acre-foot lake Sq 10. Number of floor }}� sof construction. �. 11. Amount of off-street parking provided. 100 U Attach site development plan: Bttto County Coimm ,s:3'ion already has it 13« Proposed schedulingsummer of 84 14. Associated pr ojects, possible hydro site l.atazr orl. 15: Anticipated incremental-development. IiutFe Co. Planning Cdrnrri, NOV - 1988 Orovilio, Calitornl Appendix F page l of 3 USE PERMIT rtyrya r, ; BUTTE COUNTY PLANNING COMMISSION March 301119!1 DATE (Registored mail receipt); PERMIT N0. _ ASSESSORIS PARCEL NO, i Pursuant to the P&Slons df the Zoning Ordinance of the County of butte and the Spec.lal conditions set forth below; s_ LE �r [� k'51t d;�artantt M �?_a f�€ j"`F Cir 9 NAME Is hereby granted a. Use Permit in accordance wlth application filed; 11 2 1 A to allow .ton nn tgtr r of M 50 t cre Foot retrryop � i.o9aau� (ate' � ��,»�z ar�d � 24 E adt by 24 ; oot cabin :lf.�j� ni' P'��1{^` �.,o 3Pai i1 J C' M1 {»-,i i'd1ti4 �xl11"� k��:,:!"u� �r.i4�. Feather ��!`:�,� SPECIAL CONDITIONS CONTINUES: k (Gde Ac. 'a) from 0e i 4. c+lwi;ai nnr1 con,,, of to 'a t4in vicinity, paiticular y a r;roactato to raw t?,.id� Z c• '4 iL roco "� e�# 7�i:. 1�; ,(�5 : a o '4��{" s'�t�4��1 ea5 4 � tl�tt�. �. rexa `O t t:+ 1 Ta9toKata res i.ednptshil ty for tamp jell ����%lY�w��; si ��;�� ��i of Caia»epa1rring cKh`,R°r �. � r :From the lvot ata Y.a,E�, thZ �a �3e•� r. 6 . �KO ;Sx'uA"ther, 1 C'�r � i �"� ���d �! orf' goal l la, 9`)ec'in. L111 O'Zf� within `gin �,�Ci;'I al rrs area of ��kag;»sical.evoinpmIr at FOr 00 daM or an area 6E Inun. dart IIA for the jjjj 0'4 District, puvsu aut to °,at "V a 0n 404 of the Clocia Waator Act. %. i. ObtaiS9:"xx 4 ° uty4.ty �.4rna4 rij,yJ ifrom the ae 8tato 0j California) Water R9soa':ez Collirol *r',X11' IlS,oOWator f4Yl3ucLor Pup. C!0ej. aYC Mt7 unn S g*u+a3m b0 t.Yiis]On O,typl iCant and r i. p 5�1R t i it at i ua District. StIpulayop yo juclu FrOVWOn t -hat no vdatG Is 15 Zoba divovtod frC)p Anctor nun Creel, %o'trg�if'on �44ay I and ii0`}E i``Wp V0V 30 Of an* * y(j' a e,.dXxo pt to ;I,rpoullt of ovapoTat%on lo'rwr, ilL" oxpoctad ` O i)e I.'a Ei M--..31"3'ura of 17 wacrO feet of tUt:tor during Bono o P6mC6a8tho. Section 4.44 of tint. Butto County CHO is p gar,all.Lo 40 this a canduct -pl.0- 4. RI, PS'St—pr[joctY Siatt;::T temperature maSaiu.[?:ti31$g ]-o6— aat . the pv0p �ved PrPjOct 000, ��=, d o assure that post - r t w;: t0V tomparaturoo do 4v violato the Qgr4l '4ill Regional Wtiter Qo al$ty Cogtr l *aV00 beSi J)j"�'Ju a91 teTrratiOn po mi.t (code Section 10031 VM tho t,a't.a.�`a�rmla De at,rtmant of Vish and amc M���uti,' S agreement Is .in force 601 Ta0brutt'ryy 2, 19 0 4 to th� ���a�a�' gas t'?�,F a��►��:� �, �aff�s } ! 'i USE PEMMIT 13UTTEI�COUNTY PLANNING COMMISSION' BATH (Registered mail reeelpt) e PERMIT No l 1.2 _01 ASSESSOR S PARCEL NO: ,a .. °°i Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the spoclal conditions set forth below f Tt?jey;i.s.ion _Cotnntxtn crtt;:a Ons , The MT )—is hereby granted a use Permit NAME in accordance with applica#ion filed: to ailow the coilS'h�'tzC'�iorl OX R Sil`; CTO foot: r0C-reatiOnnj I k(date an6 a• 24 foot by 2� 1at�'t ��ta�� + x ,, iYC'ri xwlt#7 f,rt y r,c»;ltod r��t gxz�ko�* ilaxxa, Triixtat axcY Vo 1©x the :Ceathox Rive., ���a�;�����» I mile so Of �ri�O�, �� 17�x�c�����:�a 1. Failure to comply `with the conditions specifies herein as the,! Isis for approval of applj- cation and ,issuance of Permit, constitutes cause for the revo6tion df said' permit in 60� 6r- .dance with the procedures set forth in the Butte County Zoning Enabling Ordinance. . 2, Unless otherwise provided for in a condition to a use permit, all conditions must be com plated by the permittee msithin 12 months of the delivery ,of the countersigned permit to the permittee. 3, fi any use for which a use permit has been granted is not established within one year of the date -of ,receipt of the countersigned permit by the perrmjttee, the permit shall become null F, and void and reapplication -shall be required to establish the use. 1 SPECIAL CONDITIONS: Provi(le 4" toad mailit nKx= ttl�r��xtt�y*�t 1+rit t tho Dt,areau of Lan Manny �xra,i _COT tjjV af:Ct,5�"Q YOas fx����► i<ttiClfl%Ili P=4 to thePTlajcaof~ site.AVTe azont 'i+o iuc ludic Tirovis-10115 fot TOSiOn COntrOl along t1'tp roi`t(`iSf. O ditcheG axId �rtr�i�tt��a�nxtcsi� oa» t1to road 'to u. t;" t'nuad tra,vorsable S al)C ard,, 2. b" f J a ;�. s arrttl�t ° u �e �= r� r s xo inoasu andConstruction i` '(Jrac,t1ces to ptluimizzu. orr,s imj alltj n'N-.jjor C.ojd �f Ct t xte ly txt Iaa, lttrrx �,a,, occua` cc x•tx�i, t 3f11ilrti,C3 3itlkl l t�� 3 Other S'1rK�7�4'*�,a t y 1aOixtb-S o-'V tile 'Vf3x$�`e °* 1aa� l l,ti5ttp C 11 load r: 'ox d.�,�rosa. Way, xrc,rtt1wr Falls. ' 4 �) hereby declare under penalty of perjury that I have read the foregoing conditions, .� thafthey awe in fact the conditions which were Imposed Upon the granting of thipus'e A T' �permit, andfhatu,i,,agree ta:ablde fully by.said conditions,, _ 4 batedf � � A0PHdant NOTE. Issuance cf th satJs�i Pern it does not W Ve»requirement of obtaining Building and Health Department permits befoye startir g cohstru�ctlon, nor doe' it waive eriy oth�rrulrinents.''�+ ;. CC; 1eeth�e f5artrxtent " Departmentof Public Works (2) ' Eire Department cnerrman of 0164*0 commission "° ��. 77 DISTRIBUTION LIST FOR R�--REQilG-ST-S v� County PuL1ic Works County Env . Health IRRIGATION WATER 7 Bigg Water Dist. City of Biggs %'�� Botte Water Dist. - City of Chico %�— Durham X`rr. Dust. Irr. Dist. City of Gridley %'`� Uroville-Wyand. City of Oeoville Partadise Irr. Dist. .�% Tarn of paradise Richvale Xrr. Dist. J County Table Mtn. Irr. Dist. j rr. Dist. State TransportationDept. IC WATER II�ATIONmFACILITIES Berry Creek Water Co.Chico Bloomer Mtn. Mutuz►l Water Co. Area Rec. &.Park Dist. ; Durham' Area Rec. & Park Dist. Brush i;reek Estates `? Feather River Rec. & Park Dist. Butte Water District %� Paradise Rec; Park Dist. ! r%— ClWater Service Co. (Chico ftichvale Rec. & Park Disti urban area & part of Orovil'le) State Parks & Rec, Dept. i Del Oro Water Co. State Fish & Game Dept. (Paradise Pines) / Feather f=alls (Louisiana SCHOOL DISTRICTS Pacific) t Biggs Unified Forest Ranch Mutual Gratt Mutual (Skansen Sub.) Butte Community College Butte County Sup. _ of Schools CA State University, Chico , Green Acres Glenwood or. -Chico) �7__ Chico Unified Gridley Farm Labor Camp L fce Madrona WatNr Dist. 'Feather Merryia Co Water 'Dist.Mtn. Mutual ;f(01pper Falls -7— Golden Feather Union nils) `' Gridley Nigh Mulberry Water (SE Chico) Gridley Union Nort�4woods Mutual (Forest Ranch) �7 Oroville Elementary - Ramirez Water "'' Oroville Union high' _ ,�7 Springs of Liviog Waters / Palermo Unified .. ('RichardsonSprings)T Fale"mo Uhl on Stirling City (Diamond Ioterhatfionati) --` Pioneer Union Thermalito Union Vista Mutual! (Durham) COMMUNITY SERVICES SEWERS Lirtle Sadd:erComm. 'Sere. Dist. /' Rch`al`e Sanitary` Dist. y� DRAI-NAGE. / PI. Burbank Pub. Utility Dist. / Buite Creek Drainage Dist. (S, Or;pvi1le &Kelly Ridge) ELtgTRICAL POWER r: SkAnsen Sub. (CSA 21) !, Pacific Gas & Electric, _ / Sterling t;ity Sewer Maipt. Dist FIRE' PROTECTION. ..�... ThermaIito 'Irr. Dist. (CSA 26) /E1 Medio Fine Protect. Disu. County FireDepartment» RESOURrE MANAGE / State Water Reso11 urces Dept. Stage Division of Forestry' �t�r" `" 19.5. Forest Service MOS UITO AMATEMENT DISTRICTS '.f .5. Bureau of Land Management IC Durham, OroVi l l e t or Butte County IC =7 frOLICE .FROTECTION OTHER State Highway Patrol SCA'° Co,unty Sheri ff M BUTTE COUNTY PLhi01ING COMMISSIO 7.COUNTY CENTER DRIN/F ORVILLE,CALIFORNIA 95965 t NHONE: 534-4601 Log #82-03-25",0 TO: John Mendonsa, Publio Works DATE: Manch 24, 1981 FE: PIROJECT REVIEW AND ENVIRONMENTAL EVALUATION , Enelosejt is preliminary data mirl office has received or generated cozicerni,ng the fo.1*16wing project-, AP 71.-i,3-01 TCI Development. Co. - Use permit to allWw the-cons t,rU tion n opera .xon ot a y ro-e ectric facilit� to include a smal,'F flake, Dam,diversion structure, ditch/flume; , �. jytI #-.• A S . 'rte }. w fi'RE.DICTIE�yD� T^�� {//�,�TLyJ S 1 FIW4 ADWTAIBIL.ITY r_ • K ,k .. ole '°'x> x � r� � a et .w rGf , ��" •iu a� -' 5 g l $ ay '� w • w x ' J ^^^YYYYYY '�! a � ,.. '� �.•�, -.:p � baa-+ r. VA. w •S%',t '' 3�ry a'r .3#a �'�kn`:y a y. � �, �'','M rr � �, d, J�.. ;. h � 5 y d} Sgm fad✓f° s x ti y �{ 11J�iumit il'y ��i11CyCYC�t...tx4 rr �{h��f�fi�4 MI 41�dr F�4 +a' r rt r " �� �`7 � � r r �� �' ` * ry. ��'`✓� *< q M wa.' � r � S ;' a ly, w , gym. u- 7 '"tp I � n ' I �e ��'�^` 5r�l�;q� i 'd� x�',�tll� d r��r"x��< ,rt •., �� `� -i`T "r,r a . "*+dW w �''"'I'+4 'S.. �w 'h' - r�A Pap i O,�r `�¢'t LrDi�i �i} 4��1',D✓,o-1; a.1 'trtttM1 J i�e , N TABLE 1 Summer Estimated r .�ti.ui t ci CalCUlated it�tn it Tem Mean Water Tem Mean It��rvnir �Re5f with Epil mtlion Terop. w/o. 19�rr th r, p' P 7n sucker fZun F1 OW Rate r COPA 1Ate Mixing Mixing C dran��►. 4 ,� 15,,p 10.7 19 25 '1u1 � 28.8 18.0 6,3 23 ZB Aqust 2/,2 18.0 4.07 24 25 APPE14DIX I. Data for Red Sluff: 406 09' 1220 15' W,,EleY. 342' Mean Insolation Tempa Clued Relative dean Wind Month d m s of Cover M - h �` Humidity 5�ae�d, m June 341 76.2 3,2 38.5 9.3 1. Jul;; 351 83.8 f 1.2 32.7 8.0 August 303, 81.0 i 1.8 34.7 76 Data From 1944-1974. Sb U r CeS 1. Lunde,P, J. X01 Thermal €►igiSolar 6eering, Wiley, 198Q`. _ " Climates of the States,Vol,,2 NO'AA, �...;.,-�... v > 1974. CQC9$3 U58� i, r� Ti. Heat palance Model (modified from L. J, Thibodeaux, Chemodynamics,'Wiley New York, 979 p �. 211-220,)' d(edt?V); - i�S 91w 9e + 9c)Ax gcp�To-T>. where; 7 = reservoir, t4mperature, UK V reservoir volume, m3 - 2 As surface area 'm e desnity, 1000 Kg/m3; C�p = heat V"Pacity, = 4185 J/Kg-oK 9s = short wave radiation, J/m2s . glw "longi wave radiation, 0022 k r 9 evaporative heat fluxi J%m2s ' s`tream flow rate, m3 � To = Streamtemperature oK 1 i t i Reat Balance M0t:LJ t o €tinued - �IIW OTT 14 e�'t?4 d I tv►�ere B - a+ E7p a+ b F Al,(Cloud Cover) St•rtf'rrn-Bisl;txman Constant 5.67 x 10`8 J, s k ¢ ,�r NA1 " q.CFi(eK,5431.3]HR 1 s1 y FIR = Re1otive fi�)midity e2 tmisitifiifity of water ='0.97 : t Ti Mean Airs Tv'+"Iperature, OK i T'? Waite'' TeWPF Iature, °K 9e - 30.5 �'1(I 4'1 pAl) where ��1 � 'Hears• Wind Ssmied, Km/hr PQ HR 9c 0,27 v1 {Tl k T' } , 1., gsscaiiin stead ,� ; 9 Y�, �ta�.e_ t,urldi tjons (T maximum temperatut•e), the he equation is solved, bY� tt�ial' rand errgr at balance fur T2 _4 t . "i 1 r , , p •' } rr PLANS, SPECIFICATIONS AND CONSTRUCTION GUIDELINES for an EARTH EMBANKMENT AND SPILLWAY for the CAMP KANAKA 'RECREATIONAL LAKE 1, near FeatherPalls, California' July 1983 �. y t � by - Charles Mueller, P.E, R.0 .E E. 3536 40 for., T ovis _oA C; Mmuniications, Inc. P.Q. Box 629. Orinda, California 94563 t C3t�}te Co.,�'1Ann�ng CU1'mri, EP 19 3 Orovill�, 'Calitarnis ourpose and Scope' The attached plans, specifications and guidelines are intended to provide to the owners information for the construction; of a safe earth embankment dam (with its integral components) at,the confluence of Sucker Run and Little Sucker Run Creeks, Butte County, California. The embankment a -rid spillway performance criteria is based on a hydrologicstudy and, consideration of pertinent influencing factors,, .and was provided by ,the owner. Since on-site` conditions can change, and knowledge of local material characteristics will undoubtedly imp -rove during construction, it should be recognized that the attached specifications and guidelines may require modification to suit 'encotntore:cl conditions. Modification of the design should be done with care and an understanding of theossible short- and lon -term influences on the P g embankment's performance and safety. (I O General Information j 1' Necessary cofferdams, channels or other diversionary works shall be provided to keep the embankment foundation ' and the fill areas free of water. Early construction, of the 13- outlet pipe line, including installation of the inlet control gate and a trash rack, can make that pipe line available for routing stream water through the construction, area. Caution must-be exercised to insure that the bottom of the outlet d pipe trench will be at or bF low the bottom .of the cutoff trench where they cross. The "24" I'D outlet pipe specified ,will carry approximately' ,! 20 cfs with 2 to 3 feet of head over the, inlet and a pproximately 10 cfs of flow with 7 feet of head. Following construction, a monitoring program should be Y. initiated to insure continued safe operation of the embankment. Unsafe conditions to be watched for include: seepage through any downstream embankment surface, a change in outflow rate from the toe drain, sediment in the toa drain; outflow, sediment in the outlet pipe _low that cannot be traced to the outlet pipe's entrance gates seepage through th_e spillway structure walls or base, cracking of embankment surfaces, azzd rodent burt'ows . 2 ' e Excavation p The -area to be occupied by the permanent structure and the surfaces of the borrow and stock pile .areas shall be cleared of all stumps, exposed roots, brush, rubbish, and other materials 'riot suited for inclusion in the r compacted fill areas: The excavation for the earth embankment shall be made to a lateral (upstream and downstream) extent determined ' on-site by the specified embankment finish grade slopes, and to a depth to expose material ax a density, and soundness equal to or greater than the comnlcted zone I material. The cutoff trench shall be excavated to sound, impervious, moderately weathored native rock. Removed material suitable for embankment fill shall be sorted (screened) and stockpiled for later use. Only soundrock and rock fragments may be used for zone II or fid ri,prap material. The moisture content ofexcavated material to be used .in -zone T shall not: exceed 16 percent; unless' provision for drying is made". The scheduling of the cutoff trench excavation. !should be such that the trench will stand"open a'minimum time„ Backfilling and compaction operations should refill the ci.1taff trenc}i as rap id?y as possible: -3_ e Embankment i The earth embankment is formed in three zoites, Zone I 1 forms the relatively impermeable core and is intended to control water movement through, the structure. Zone II is a pervious coarse-grained material that provides a well distributed mass to maintain the core's stability. Zone I'II or the surface riprap provides protection from erosion and partial protection from burrowing rodents. . a, Construction practices followed should be such that the maximum Possible uniformity of compacted Pmbankment materials will result, within a: gzvP*� zone �f the dam. Fill material shall be spread to avoid creation of layers or pockets of material, differing: substantiallyfrom the surrounding arra. Side slopes of material zones should, be as consistent and. accurate as, possible. Free, water should not be allowed to stand in areas where fill material is to be placed and compacted... Compacted material iri'zone I that does not meet inplace donsit-y i greater than specifications (109 pcf) and s excessively wet (� 16ga moisture content) shall 'fit'. ;removed and roplace`cl With, material of acceptable moisture content,, and re-compacted. Excavations made within the compa;cted:'embankment-must C> be backfilled and compacted to`'at least the original. density. r The fill adjacent to each side of the ;concrete spillway structure and at the abutments shall be kept at approximately the same level as the Main portion of. the fill. The zone 'II fill on each side of the core (zone I) shall`be kept at approximately the same level as the zone.I material during ;construction of the; embankment. Fill adjacent to abutments and concrete structures shall be carefully compacted to specified density by special; - rollers or mechanical tampers-.. (Note: Overcompaction adjacent to concrete structures can create soil pessurp sufficient to damage such structures); Zone I material is compacted decomposed granite and W forms the embankment and effectively b,ecome.s ibs water bare er. Zone I material is to be compacted to a minimum inplace density of 10.9;pcf (dry weight basis). Theemost efficient compaction will occur at a moisture content of 13.5% (dry weight basis);. Compaction should not be attempted at moisture contents below 1A or 'above 10. Periodic inplace ---nsity and moisture content measurements :shall: be performed during construction. Material having bo4,,,w specification density shall be re-compaoted. Zone I material should contain the optimum moisture content required for compaction uniformly' throughout. Insofar as:ossible, moistening of the material should occur at the eXcavation or storage -site, but may be supplemented by ; sprink�.ing at_ the compaction site.: The material placed in zone I shall be cin continuous,' approximately horizontal layers of not more than 6 -inch, s • y thickness after compaction, If a compacted surface layer of zone I becomes too ; wet due to rainfall, it shall be removed and allowed to dry, or worked with a harrow'or «other 'suitable equipment to } reduce the moisture content and re -compacted. ;. ®' If compaction of a zone I layer resultsin a surface too smooth to bond properly to the following layer, the surface shall. be 'scarified or otherwise roughened to provide a satisfactory bonding surface. Cobbles and rock fragments having a maximum dimension of more'than 4 inches shall not be included in zone I. The proportion of smaller rock fragments -shall not exceed the.� ambuntL that allows contact between more than 10% of adjacent fragments. Zone IT material is composed primarily of cobbles and ® rock fragments not larger than 1Q inches in maximum dimension. Fragments larger than 10 inches may be used if well distributed in the 'fill area. Zone II shall not contain store than 5t of material passing the No. 200 sieve (.074 MM opening) Fill 4` material shall be handled :and placed in such a manner as to prevent segregatian. Light roll ng will be completed to insure a fill of uniform density. A Zone III maternal "� .e.,'riprap) shall be placed on, all sloped embankment.sur£aces to a thickness :of lQ to.8 inches. 1 Ob q► _ 6._ e Rocks, cobbles and fragments larger than 12 -inch �f maximum dimension are suitable for the surface tip -rap layer. -- _. Ripxap material shall be sound, dense, resistant to abrasion and free from seams and cracks or other defects that would tend to unduly increase their destruction by water and frost' action.; Rip -rap shall be placed to grade so that the larger rocks are uniformly distributed and the smaller rock fragments serve to fill; the spaces between the larger fragments to form a dense, well -keyed layor with a uniform surface grade. The toe drain filter material must be a carefully selected and graded send and gravel or crushed ;rock mix. The following filter selection criteria is recommended: DIS of filter D15 of baskk S0'n -' = 5 to 44 D15 of filter D85 of base soil - 5 or less D85 of filter drain opening Max,or more. Also, the filter material must not contain more than 5 percent of Material finer than the No. 200 sieve (0 74 mm) . (In the forijoing'i D15r-,-Iegfr is'the particle size at which is percent of the total soil part cles are smaller.;) For, the base soil intone x: D 5 0.2 mm,r and D85 = 8.`0 min,' e j t r — 1 i 4 ,y 'off ! P4 f i i ,, � f I. � , �.. � � ,.. I �" , _ I � 4 , r r 1 •:' j j !° �. g { .� ,, i �, ,� _ '; ; , _, ,� j ; - - .. �. .. '. �� i .. � ;.. M _i ,I - � � .. � - � - ,: _. ;; 4 _,. .i _.,I i i j { i I ,E 1 t a �_� ,� t� � � �, ,. p, ,> �. _, _ �,� � l ,� �; ,.. ,_ ., f� '! � f I. � , �.. � � ,.. I �" ,. _. �• ,.. '. ' �. - �... _.. - ,, _ I � 4 , r r 1 •:' -, .. ' - - i �: j !° �. g { .� ;� i Spillway 4;. The concrete spillway structure with, removable flash boards will serve to provide a summertime pool surface j elevation of approximately -58`7.5 feet. Removal of the ®, boards for the high flow rate winter months will allow free stream flows for all but the highest flow rates, A lower ` crest height on a confined portion: of the embankment will act as an additional safety feature to minimize damage, ®� during extremely large stream flows.- As seepage adjacent to the spillway structure must be controlled, every effort should be made to minimize or, I eliminate water movement along`concrete,soil interlaces and tihrough concrete-concret e construction and expansion joints;. The concrete structure shall, be founded, on firm q wildly weathered bedrock to provide a stable foundation. Overexcavations shall be backfilled with concrete. The structural concrete. used for the spillway shall 1 have a compressive strength of 3,000 psi at 28 days and a maximum slump of 5 inchos::. Reinforcement steel shall be Grade 60 deformed ,bars Q of lengths and sizes as shown on the drawings. Field heating or welding 'of reinforcemlent steel is not permitted. Bars must be bent cold (commonly clone in rebax fabricators 'shops). e r - Reinforcement steel shall be clean and free of heavy rust { or other coatings that can affect steel -concrete bonding. i Reinforcing steel shall be firmly held in place and,tied r' with 15- or 16 -gauge annealed wire. Rebar spacing is to be measured center -to -center. i, Minimum rebar cover thickness is 2 inches adjacent to i` �+ exposed concrete surfaces, and 3 inches adjacent to concrete,, surfaces against soil. All splices shall be of 30 bar diameters or as` shown on the drawings. i.} Rubber or PVC waterstops shall be installed at E' construction joints as shown on the drawings,. Portions of M watetStbps that wall be embedded in concrete must be clean and securely fastened to forms to insure their proper placement in the set concrete; Placement of concretehall be done with care do s 1 avoid segregation of its''components. Avoid allowing concrete 1 to fall through rebar-filled form::,. Use of drop chutes or '. tremi;e pipes for placing, concrete. is encouraged.- All 'concrete ; shall be compacted inplace primarily by immersion -type 'vibrators,. On -form removal ridges -and lipsi on permanently exposed surfaces shall be smoothed. Defective concrete containing voids or aggregate pockets shall be immediately removed by chipping and repaired. CLoncTat,e,shall be cured by either ke'epIng all, exposed s surfaces continuously toast for 14 days, or; , b sPt0;,X f { i ,c zJ i outlet The'stru,cturai integrity of the outlet pipe as it passes through the embankment area is vital to the survival of the earth embankment. i A 24 -inch ID precast reinforced concrete pipe meeting ASTM Standard C-76 (,attached) shall be installed to bypass normally expected stream flows during construction, and to release cooler bottom waters during normal embankment operation. - The pipe shall be made of Type IJ cement, and have flexible rubber gaskets at all ioints: (Note ASTDi C-143, attached.) The outlet pipe trench shah be on grade and totally w within sound weathered bedrock to provide a. firm and uniform bearing support for the entire length of the outlet conduit. Localareasof poor supporting material within the outlet pipe trench may be excavated and the area backfilled with low strength concrete (4 sack, low slump mix). The bottom of; the `outlet pipe trench shall cross the. embankment cutoff trench,at or below the cutoff trench bottom. �M 4� T1e outlet pipe shall be placed in reinforced structural concrete (31000 pt 28' days, 5 -inch maximum i slump) 'bedding trip to its centerline for the full length of the line' -from the inlet to its emergence below the ,.. . ��. downstream side of the embankment. Backfill giver. the pipe line shall be zone I embankment material firmly compacted to minimize seepage' and settlement due to the overlaying embankment weight. F An entrance control gate capable of minimal leakage with at lea^t a 25 -foot seating head shall be installedat the upstream surface of the embankment. The gate shall have an actuating rod extending; to the embankment crest for manual operation of the gate. The gate should have bronze sealing seats, and. bronze or galvanized operating stem and beadings, frame,. and assembly :and anchor .bolts, to control corrosion, The gate orifice diameter shall be a minimum of 24 inches. A ga vani zed trash. rackcapable of withstanding a 25 -foot obstructed head shall be installed to minimize the possibility` of gate damage or jamming. -. Quality control gates and fittings are available from several competent manufacturers. i z: 4 - _ - - -} ..� ':. vµ ? �- s �•� t �•.�- .aii-.c:s�'�rr r'2 - _ _ — _ _ -y 'x _ _ atiz .c. - _ G7fi Iubrci.n'wawdatron Seats rt G?r.ERtCAl1Nlel10ttCt ANSI/ASTryi C 76-79 ["n" ayan°T�'"�'0 "O" � ) sTFNDA6� onwwst.,m..v eusttro rio_ w tro-ra order, two: separate and ahemative baseso , rand blends may used w7th the approval of 11 ameptancc are permitted as follows: the purchaser_ f 4.1.1 Acceptance on the Basis of Plant 5.4- Steel Fefnjorcerrrru-Reinforcement. - Load-Benrirtg Tests, Material Tests, and Tet shall consist of wire conforming to Specifics specrion offtfmtuj cturedPipe fosVisual De- tion A82 or S'etaTcation:A496 or of wire fear and Intperfectior[s-Acceptability of the fabric ,conforming to Specification A 185 or r pipe in all diasnetets and lasses produced: in Spe�cation A 49-r or of bars ofGmAe 40 steel Standard Spt'cirtdaiionfol accordance with 61 or 62 shall be deter- conforming to Specification A615 or: A 615M_ ' .REINFORCED} CONCRETE CULVERT, STORM DRAiN mined by the results ofthe three edg-bearing 6. Deign tests for either the load tc -produce a•0.01-in AND SEWER 'PIPE? or 0.3-mm :crack, or at the option of the 6.1 Design:'Tables-The diameter. wall This stanu�rduissveannaertteu.eudatYn�uorscys:ttxoonbe�rmmeaatetyta(w. 8theae ion indica purchaser,; the load to produce a:,0.01-in. or thickness_ compressive strength of the con- rear ofgrit:+naladoQtion nt, in the.essc of tetwoa.du yearoE.lax reruuun Anumbermpacenthaeendeeatestbeyeaz 0.3-mm crack and the ultimate strength :of cretc;and the amoudt of the circumferential. otfau TrSpprovat the p .i reinforcement shall, be as prescribed for pc;bysudi material tests asarc required 1_ grope A613hS Specification for Defortn d and in 5.1, 52, and 5.4, by, absorption tests on Classes I to 'lin Tables'I to 5, except as selected samples of concrete froin1he wall of provided in 6._ _ 1.1 This specification covers reinforced Piam,BilletSteelBanforConcreteRein- 6_l`.1 Footnotes to the: tables herein are ' rnncrete pipe;imended to be used for the foment jivfctncjx the pipe; end by visual mspecnon of the C 14 S ecrficagon for Coperte Scwer, finished pipe to determine its conformance intended to be, amplifications id tabulated ccn e} ince ofsewage_industriat waste and P - ' - with the ac��epled design and its freedom from requirements and arz to be considered appli t storm water. and Far [fie con of ctrl Storm DramF and Caly—pipe _ cable and binding as if they were contained in C33 Specification for Concrete Aggrc- ,elects 4-1.21-cceptance on the Basis of ifarertrd the body of the specificationinck-po_ _ units Sl' metrics its aretto be regardedse rudd C 9 Tut for Compressive Strength of £ rests and Inspection of Manufac c,ept Pipe -6' Modifiedlck lted 'b . h espurc asswnd rd flevaliicssiatedin`eahsyseem ayi: lindrical ConcrertSpeeim n>' for De[ecrs and Imperfecribiis-Aeceptahthty 6 _-1 If pecirutted by rhe purchaser the - _ eutt,aluivalents, therefore •eack s» �n trust be' - _ - . of the: pipe in all diameters and. classes pro- manufacturer may request approval by the exacFrsdependrntottbeother.-Combein;ustbe C150bpecificationforPortland Cement _ urchaserofmodifieddesimisihatdifferfrom g dueed to accordance-xrith 6 or 6.2 shall be P OF - ased- e'iwos),mems,may multitinonconformanee: C309 Sgecifita[ton' for LiQuid h'lembranc- determined by the results of suc7i material the designs, irr6.l;orspecial designs-for sizes i withthespecifcttioa Forming Compounds for Curing ;Con- - y and loads beyond those shown in Tables I to NoTc — Thic. speci6�tinn is a manuFs xuring Cretetests as are required in 5_i. 52 and 5.4, b 5: 6_I, or special designs for Pipe sizes that. and purchase specrftcution only, nd-di+ei. aot in- C 477 Testing Conae[e Pie Sccuotu or Crushing tests on concrete cores or cured con- elute ret -p et.ee fur beddlnQ_ load F, d the P ctetecylinders-, by absorption tests on selected. do not havesteel reinforcement areas shown relationship between earth carer load and the Tiles s sant les from the wall of the i and b in Tables 110 5 of 6.1_ suenethelazsi5cationofpipe.11otvecer,eapeience C545 $peaf cation. For Blcrded Hyd{ap1iC p p Y has shaven that the successful performance• of this a inspection of the ferreted pipe including 62'2 Such modiGcd orspeeial,dcsigns 5ltall �' pcaduct ae ands u ' a the prop=r, selection: of the. Cement+ d r of ptk type f bedJeng and, b3ckfiltn con- C 655 Specification for Reinforced Concrete amount and Placement.of reinforcement to de- be based on raiionai or empirical evaluations a (, mulled manufacmrc in the plant. and care m the 11 Load Culvert, Stator Diaia, andSewer A Zine its conformance With the accepted de- oftheultialwe strength-and crackingbehavior field constmctionworl_Thc urchaserofthc rein- : SI-n and its frcedom from defects. of ifie pips and shad Early describe w the forced concrete pipe specified berein is ceu oned Pipe 31.3 The purchaser may select and have purchaser any deviations from the require that he must pmperlywrteiatr.thofield rtquiro- : C822DefmitiotisofTernuRelatir.�toCon- ments.xith the claps ofpepe specified and provide eretc pi a ant Related Productg`' applied the basis ofaccepiance ineither4.1 _7 mems of 6.1.The descriptions of modified or P special designs; shall indpde the wall thick adequate the - 0[4.12., Nom, 3-Attention iscalled[othe spccificatinn. 3. Classification 42A.-Pipe shall be con- nese the concrete strength, and the arca, forreuiforcedconrnte D-load nivert.stormdmin. + andsexerpiFc(e1SThtt7esignalionC6$5). 3.1 Pipemanufactured in accordance with sidcredread}:for accepiancewhruitconforms t%- -tlactiment, number of la}err, and, s this. specification shall bmof-five-classes idrt- to the requirements as indicated by the speer- strcngtrt of thested retnjorcement; Applicable Documents pp h- sited as Class f. Class II, Cls s III, Class IV. Ged tests_ 6-23.rhe 2. A manufacturer shall submit to the 2_l ASTlf Standards.: and Class V- The corresponding strength re- purchaser proof of the adequacy of thepeke tr A 82 Specification. for Cold Drawn .Steel quirements are prescribed in Tables 1 to 5 S. Materials pe - r po, c nullifited or fi submission ofn oucirly cert 1Yire for Concrete Reinforcement' S.1 Cement Portland cement shall [ P A1S5 Specification of weided Steer wire '4. Baso of Acceptance r , form to the rcquirettien[s of Spacifiration ttit •hreL edge-bearing, tests alr ady made, Fabric for Concrete,ReiitForcemeal= 4A Unless otherwise: designated by; 'the l5U or shall be pnnland blast-furnace 31a� " • n are found by the purchaser to be cede- Aag6 Specifii tion for Defurmtw Steel. purchaser. at the time of, or before placing an cement or portland-pouolan anent :con- quatc or, if such three-edge-bearing tests are Wire forCancrete Rcin(orcement rTnixsveararion i:,;ut to tneio+�ura an orAstat forming to the requirements of Specitieauon not sv:Mable otacceptable, them nufacturec A.497 Specification-for s rcification for>tielded Deformed Co re(Lla.nanebrccdStrcpon m�} ( required to perform proof tests on p - sibiliry'efSnbmmmlttee Cl3,lLon f[euitoscd sewcr�nd 0595. Steel Wire Fabric for Concrete Rein- Gd*oct Spe 52 Aggregairs-Agerottates shall conform sixes and clas�csselected;by the purchaser to _ cuacm ea inn acp-edDrc,z& 1979.1'ubrubcd Feb- demonjtmtr tR the mnectnt:ssand_-adequacy - `• ioreement y t9 uton�aattypuutu*raasc-7 or t auprreous ti. Specification C 3 except that the regtuic- A f>l3 Spetfication for Deformed and i lain :edition C76-ts. t+f tf ie ra sed deer n. • A mt.sfsmko tS7.srsstndererr Psrts_ Ment for shalt not apply_ P Po l . Billet steel Bars for Concrete RIeinfince-- f 5.3 tldinhint'es and Blends-Admixtures- &2A Such pipe must meet all of the test +AraemrBook ofAST'V,swn rte. Pao l6, me 1, '.Ann-18.oC ofASLtf.Sr ,f-&. Yatt 14.. - - r "t , ( _--�..G`s.::%'-�•dnL L' - -utS n •moi � �'� � •'- � - - - _,•; -_ _ _ _air . .� .a - �:x. 9th C7& flillh ,C 7fr. Should r of [hc-tcsrspeLtimens fail to -meet same pipe and the results of the retest shall othan. its in./ft or 10 mm/vii with a; maximum. :pipe conforms to the requirements of this the test rmouirements. the manufacturer shaIr besubstituted for theoriginal telt results:: of?h_ in. or 13 mm in any7ength ofpipr pecifh:ai on., be allowei: a, retestt on two 3dditional-spca- %43 Retests afPipe Notbfeenng the Con` lOSPosition grArea ofRealloreentent: merts for teach specimen that failed, and the crete Test Requiremenis—When: not more f0..1 Position—Che ma. .-din variation 13. inspcctfats pipe sha ie acceptable only :whert all of the than _0 ,a of.the concrete test specimen -Ea il in she position of the reinforcement. rhos! tx 133 The quaiity of materials. the process C retesrspeggmens meet the strength require- to; piss Bte.requirements of the specification, . 10% of the oval) thickness or, =LV2 in. or, of manufacture;, and she finished pipe shall mems. the manufacturer may cult his stock and, mi -4..13 mm, whichever is greater_ Pipe having be- subject to inspection and approval by. an 9.4 Cortcrete Tes:'$egrrirements:eliminate whateverqua ntity ofpipe he destres variations in the positionof:the reinfottcment inspector' employed5y the purchaser. - %Cj-Cgmpression Tests -Compression and must so mark those pipe that they will, exceeding those specified above shall be ac tests for satisfying the di iga concrete not be shipped- The required tests shall be cepted if the three -edge -bearing strength xe 14. Re ection strength may be made on either standard made on the balance of the order and the uirementsobtained on a re ruentatives e- 1 rodded concrete cylinders or cylinders corn- pipe shall be accepted ii they conform to he 9 p T 1.1 Pipe shall i e subject to rejection on par ed and, cured im like manner as the pipe, testrcquirements =men are, met- In no case. Ila everashall the account of failure to conform to any of the mere neer the circumferential reinforce mem specification requirements- Individual see- or on cores drilled from the wall of thepipe- 9S Test :Files pmenr—Every manufacturer be less than Va in. or 13 mm as measured ro q' If lindersare tested, the shall be tested ir. furnishing pipe under this specification shall tions oC pipe maybe rejecicdbecause of _ cy Y the rnlcroal wall surface or the externai wall accordaricc with I+lethod, C39_ The average furnisli all facilities and personnel necessary- - _ ofthefollowmg; surfac_ T1ic preceding, minimum -cover hint- , compressive strength of all cylinders tested to- carry our the tests described in Methods tattoo does not apply, to, mating surfaces of 13,1.1 -Fractures or crne�s passing through i shall be., a ual to or greater, than the des! C 497. the wall_ except far a singer end crack; that q g 1 _ the joint- does notexceed thedepth ofthe joint_ 1 4 strengdr.A'otmorethan10>eoFthec}'boilers 10':Permissible•Varut 10-5.2 Arca of Rrinfarcrment—Reinforce j ors 13_I2Defects that indicate'imperfectpro testegl snail fall bettiav the design strength,.In • t e shall any . c lirsdtr tested fall below IO.I Internal Diameter—The internal di- ° mcnt witI be considered asmeer.ag the design:- no case: _ unit molding. r y if the areae on the portioning, miring 80 a of the, desiga strength„ if cores are cut ameter of 12 to 24 -in. pipe shall vary not abases-af nominal arta of the 'irc'ar hors 14.1.3 Surface defects- indicating bony comtted or open texture _ from the wall of the carpe and tested they more dean ~ 1 a yaltom thedg design diameter* used, equals or exceeds the reyuirtments of p shall be cur and testidmaccordancewuhthe The internal diameter of 27-m: and larger , 13.E_4 Damaged or cracked ends +shere reuirements of Methods 0492. The com- pipe shall not vary from the design diameter 6_l or 6,__ Actual area: of the reinforcing such damage gvouldprecent making a roti;Car q - used may vary from the nominal area accord . caressive strength of each core tested shall be, by x% .more than = 1 of the design diameter Iton girt lng to. permissible variations of the'stsndard - - equal' to or greater'than the design strength or -0/s in_, whichever is greater... Permissible specifications for the reinforcing_ N'*'hcn inner i4.1 5 Any continuogts crack having a ur- of the rimcrett. If a torr does not meet the' variations utilizing Slnnits are as: prescribed ' - face wndtli.of ll.Ul: in. or 03 mm or moreand: ttirtdstrength_apnihercc refmnt thcsame in7able6A_ ctge and outer cage reinforcing, is used. the extendim, fora length of l2 in -or -N l mm or required _ snorer t dui •n arca ma tor}• to the lower. . pipe may be tested_I this core: does notmeet Q2 hall' Thtckneis—Thr mail thickness limit 85 a of the elliptical design area and: more_ regardless of position in the wall of the r L; the requited strength, that pipe shall tx: re shall not ht less than that shown in the design the outer wage=de ign arca quay van to the pipe- jetted. AAditionaI.-testi shall be made: un by more than5,%or-shs in. ors:;min which- lower limit of 63 S$ of the elliptical design t ather;pipe to, determine the acceptability of . ever is the, greater_ A wall thickness more 'area provided `that the fatal design; area of 1fi, Markin. " the lot. When the cores cut -from asection of than that required m the design shall not b4 a tha'inner cage peas the outer cage's roll not 151 The following infqumation shall lit ._.'. pipe successfully meet the strength test re- cause for re j etion, Pipe having localized vac vary beyond the lower limit of 153 ' c of the, dearly marked on each section of pipe: 1 quirement. the corgi states shall be plugged: iationsin a Eli thicnnes> exceeding those spec- elliptical design arca, 15-1.1 The pipe class and specificatian'des - and seated by the manulacturer3na manner ified above shall be accepted if the three- irnation. r such that the pipe section wilt meet all of the edge b_•aring' strength and minimum steel 11. Working and Finish 15_I 1 The date of manufacture, test requirements of this specification• Pipe cover requirementsaremet- 11;1 Pipe shall be substantiallyfree of 15.t.311tcname ortrademark, oftheman- sections, so seated shall be considered as 103 Length of Two Opposite Steles—Varia-(rarturts and surface roughness- The ends of ufa7urer.and * s satisfactory for use; tions in the tayina length oftwo opposite sides else pipe shall be normal to the scalls and 15.1 -4 Identification of plant. ' } 9.4 2 Absorption Tess Re trrrments. o of r e shail'not be more than k.:m./ft or 10 - �. Concrete—Thr absorption of a sample from -mtnfm of internal diameter, with a maximum variationsgiveo in I0.3 and 10.4_ elliptical or quadrant reinforcementt.shall be r p 2' f pi center hnt of the i within the limns of 1?_ One end of eachsection of t with the wall the + as deternimed in accord- of F.. in: or 6 mea for atls+zc; through 24 uL or clearly, marked during the proccrosofmanufac- Pixr antewith,MethodsC497,shallnotexceed 600-mminterri diameter. withamaxtmumof 32 Repairs mein,3trriomcctiatzl}therea{ter.onthein., 9 i of:thc'ulry•:.mass, for—INIcthod or:8 5 % ?assn, or 16 mm ur any length afpipe through 12J Pipe may be repaired. if necessary- and the ouiside of c+pposite-Crslls along the for &IL thott fl. Foch Alethcni it mpli shalt 84 -in car 2100 mm internal diameter, and a txc tuu nE occasional `unperfectinps in moots minoraxi, ofthec]tipticd rciiiforcing nralong havearninimmmassol0_1.Kg.shallbefree:maxirnumof%it>orl9'.mmfor90ir_or2ill {acture oroccidental: injury durinthandling' thwcrti+-itaxis for quadrantTcinfnrdn4, ; of vnibre..t;racls, and shall represent. the full mm internal `diamcter or larger, except where and well be acceptable if: in the opinion of 153' Markings shall. be indented on the t ihsl,. of the pipe_ When, the initial beveled end pipe forlsyitg on eci curves is the purchaser_ the repairs are sound and pipe section or painted thereon with! water � absorpliocs sample from a pipe fails to• inn- fieri by the purchaser properly fin6hed and cured and the. repaired': pnatf paint. j, form to..04is specitfitatioa. the abstorptiaa test 100' Length .cif Pipe—Thr underrun in shalt be tad on:anaB er sample from, the length of a section of ;pipe shall not be more t_ r ' C �6 C 76 TAB Z Dnigti:Regeiretoenis for Ci4ss fl:Reiafweed CaovN°pt2e (tae4Yound traits)'[ TABLE 3 Desip_Regohemcnb fur fuss itf Remforrid Cmcreto Pipe ltm:h-Pauod [unit[), ` NOiE-See Sectionlflx the basis ofacccptancc spepFcd py, the purchaser. I4- a trSeeSec inn A faf basis rim pours ocespeaer t by the pmchaur_ - the strength test requirements in pouadsdorce per linear foot of pip& undcr the thteeedge-bearing method shall be 71ic strength test requ'irementsia poums-farce per Emear fent oEpipe und.-.r tlx.eh[ecedge•Searing method:ahaA 6e - - either the D•uud (tat load ccpresied in Ix undi4orcc per linear foot pu foot ofd'mm ter) to Ooduce a 0,01 -in. nasi. - ' either;: OWDdaad test load. r.eskelin' unihdorm per foot per of&acmter to ma 0.01 -10 -crack. . ( rp po pe pn _ ) prod' or ittc.f)-loads to pmclu c the ff.Ot+in.cnrk and the uttimate7oad as spec5fcid beInv, niuftipt4t! bl the internal r].xmcrtr -. orthe D4sa6 to product the 0:01-16.enck andthe ultimate load as speu6edbela.,muttiptkdblthe interru)dumcter. afthcvip ofeet_ of the pip -:1- eet.- - - Woad to produce a 0 014n.crack - - _ 1350' 13-16ad to produce a OA1-in.mck 1000 Woad to produce the ulimwcIbad 2W0' - D -load to produ¢thcuttimatclosd tS00� - --- - ,... Heinforemrnt;n!/iioeaz Rolpipewalt- 9: : WaOA`.. -wra - WanC- �. - Cooacts5trcngtb 4000 psi Cmtcrete-Strength,4000 psi Co4aeteSlic0gth.dd08.1nI- 037 Inaec 'CneullT. 'O.68 G[CUIar - 0.17 CrNiar' - C Inger ' Rein- -ttclar Eflelitrcimel nt F turn - - - Elliptical infocucmene. , Rein- E' y = ., tnenl• ���� c"= m-nF Eltpttell a =-• force- - Come- :neat. Ellipticat Reid c -. ,, C a Rninforcemem o F » Reinforcement, Plus Ek OS7 ginner Outer Outer 'Cne Inner Omer 0-07a' a. Pin El- 0-47' .. -3` ' Cage Caga .r-. .. 3 C -se: 2.'ir (1.07- - Case: Cagz, -':12' 111. 4,07• - � Z 0.01 90 _ 0.07. - -- ` Is. 1111 0.07• 0.11 0.14 27. 0.07j1. 9 0.85 - - Q2! -. r z 0.07° 0.19 097• 21r War Inner 0,07' y ••: -�' , 30 2t 2/. 0-12 3'!r 0.10 211. 0.07"-- 411.. ' Circular 21. 24. 2% 0:13 .:. 031 3 0.07•' 0 1 FI- os7 021 27 211a 0.15 0:13 : 0_13 3'1. 0.13 OA7 011 Cptual '3'/z 025 -- 30 Z14 10.150.14 �.. 5'1• 3'h 0.14 a- 0.12' 114 -- U'4 O3S - 33 VI. 0.16 51/.'..0.16 - 0.15 314 035:..- -'0.09 0.13 --- --- 5!/2 U29 36.• 3- 034 0.10 1335 3' 0.12 30 0.13 <11r, 0.07 :097 0.08 41 3-11 0.16 6.12 -- 0.18 49: 0.15 032 0.17 574 0,10 -0.08 0.11.- 48: 4 B.21, ''0.16 Q177, S 0.18 -0.14 '0.20 114 0.14 0.11 0.15 51.. 4111 Q.25, 0.19 826 51Ir 022 0.16 034 6^. 0.11 ' 033 0119' 60' 5 ` 030 0.22 - - 033 r.:6 811t O:S '019 _:'028, -:611. 0.22 -0.17 0.24`. 66. 5'!a 033 036 039; -" 6% 031 ': 0?3 - 034 711. 0.25. 10.19 013` -_ '72- 6 X0.41 030 ' 0.45 - :7 035 `0,26: 039' VA 0311 ?023 -033 73: 6t& Qa6 035 OSI 7r1 040 1630 '.,014 SY. 0.35 :026 039- --si 7 0.51 039 _ -- 057 8 0.46 2034: TIS[ 8:1. 0.411.031 ,046 90: 7,] 037 0,43 " 0.63 - 14 0.5I �' 038 :OS7 `911. 0.48. 0.36- _ 033:- -- - 96 E V:62 0.47 - 0.69 ". -9 0¢T :OA1 :0.63 X9'1. 035 -041 :0.61. - - .-Certcrcte 5trertgth,5000 pst` - . - halt B. - - - WiOC - �. - - 102 H!'_ '0 2fs 037 Inaec 0.19-9111 'O.68 057 Inner. 0.17 2101& 0.62 ':0.47 Inger ' 0.1'x- -ttclar Eflelitrcimel nt F turn - - - Elliptical infocucmene. , 14= Tnuer Outer- C.S. Cage. = Inner C*j_- Citteutar ' '- - c - linnet Cage Outer Cige CuclrGr - I'A 0.07-. -.... .__ ''2. 0,07+ Plus Ek OS7 Plus El- OSl t% 0-07a' .,. «_. Pin El- 0-47' 18. 2 '0.07". 0-- 2.'ir (1.07- - 0,07• _ 21 21/. 0.14 _ -011 1A 90 _ 0.07. - 24 '.271 0.11 0.14 -. 108 9 0.85 0,64 Inner Q2! 10 0.76 : OS7 Inner` 0.19 .'l01/. 070 'U53 Inner 037 y ••: -�' , 30 '21 'Grr�lar -. U& 3'!r U IB ... Circular 411.. ' Circular 21. -. _ 3raa¢ es u _: - PtasEl o.6s 0 1 FI- os7 021 Oa6. 023 41 Plus E1- 0:13 0,19 411. 0.08 OA7 O.n9: - Cptual '3'/z 025 0.19 Q2g. i tint 016 023 5'1• O.R l ipieea 0.1348 114 032. U'4 O3S ... U 1 0..18 0.27 51/.'..0.16 0.12 0.18 54, 1411_ 638: '.0.28 '0.42 5!/2 U29 - -.120 032 611.. 031 0.16 023 - 60 30 44 '.033 :0.49 b. 0.14 0_26 038.6?.,. am 0.19 U28'. 66 5'B 030 037 0.55 6,':U410.31 0.36 71 :031 031 0.33.- - 72 ,b 0,57- ' 0-43 6.63 7: 0.=9 0,37 034 7+4.. n.}6 0.27 0.4b` - j1 i - Cuncretc Strength. 3000 psi 78 i W. --ii U.a: 0.23 6.63 - 811t U4? 4132_ 0.47. _. '6'11 0.64'• 0.48 0.71 ..84. 7 0.12 -'. 0.54: 0.80 8'. 0.64 0.18 _ 6.71 8:'.. 0-10 UJB'' - 0.561 - - Cnncrcte.Strength_SO00.Piz - Concrete 5trcngth,5thtU.F4i .See neatpabefo[lootnotei.-. :7211 all - - - .. Reinforrcmeat..in.'/3nsearitotpipe ra(1... - ' - ';:allA . - halt B. - - - WiOC - �. - ConcreteSvength.3000psi 06naete5trength4000;pu - Conercte Strength. 4000 psi: ' Cvcular Circular - Circular < f0ico Eflelitrcimel nt F turn - - - Elliptical infocucmene. , 14= Tnuer Outer- C.S. Cage. = Inner C*j_- 1 Outer Cage ' '- - c - linnet Cage Outer Cige -- - 12 I'A 0.07-. -.... .__ ''2. 0,07+ .-. 15- t% 0-07a' .,. «_. (L67- 18. 2 '0.07". 0-- 2.'ir (1.07- - 0,07• 21 21/. 0.14 _ -011 1A 90 _ 0.07. - 24 '.271 0.11 0.14 -. IOU - 0.07 3'1... 27 -'211. 0.18 0.16 3! - h - s A•AERKA,9rtAl70tt:d ANSVASTMC443-79: STAttdARD - � - �j- C44x _ cross section w[li be dense mogencow% and' freeof poros[ty, bitste[s, other section diameter of the gasket-For nonc[rcular- In g. and ire perfections. The gaskets sha be extruded or ' molded to the Vecified size wit' a tolerance: gaskets, the rod diameter shall not be las than [h in- or 13 mm or more than C in. or 25 mm, i S22ndard Specificat101i for, of on any dimension, me--urcd'at, gay cross section. Therubbergasket slit}I be fa?,=- ,� DesiepaCJolnts p JOINTS FOR CIRCULAR CONCRETE SEWER AND cared from a high-grade rubber c rnpo"& ru The basic 61 Mir manufacturershall furnish the pur- i polymer shall' natural' ` Bber, 'chaw.with the detailed. design-of the joint or CULVERT PIPE, USINGRU$$ER;GASK'�—T$= synthcticmbbe,;orablendofbuthatx�tab3c ,j,mmindudingdesignanddurometerhardrim ° This=ndatdisiuuedunderlbe Fred d=jptian C44ktbe aomberaeunefiatelyroltu.ring the des7anatioa ioirnisa to the purchaser and meeting the physical.ro- quirements prescribed in Section 5. of the rub to rubber gasket proposed furnished undothis specification- #. the yrarofoagwatad�ptionaLin�Scaua£r vcion theyearot�scre.i:;on Anumbcrm rnpQrwaL _ tum+brxsirutiatr:t!<o_yurottast } eq t 6.1.1 Th mi des,' r :.- Ist ofabell Ph �sicnl Requirements for Gaskets. N or groove: ott one end oi,. nfpipe, 1. Scope. Concrete Manhole Sections2 5.1 'Lha,gaskets shall comply with ,the fol- Iowin h sical requirements when tested in SPY , and a spigot or tongue on the ad,-.,nt end of the }. - g P Pz- omm t , ` # I:tThisspecificationcoverslleiiblcwarer- tigfitjoinm for etreulareoncrete C82i'DefnitionsofTermsRelatingtoron- cretePipeandRelated accordance with the methods prescribed inSar 6.12All surfaces ofthejointupon oraga-tnst 1 ' sewer and'cul- vert pipe and preecast manhole sections, using Products= D395TestsforRu[iberi'toperty—Cornpres, tion 8 2rmit atreegh tn;n lzoopriw which the gasket. may bear shall be smooth, freeofspalls,cracksorfractuer-%andimperfec- G rubber gaskets' for sealing, the jam: -where infiltration or'exfdtmtion is a factor m, the sion set' . D412 Tuts for Rubber Pio rtias in Ten_ Pe a Mpr, Elungrtinn'i b rak m a Y iso - Shotedurorocra boas that would adversely aficct the perform- ante of the join& � - •-� - - design the spacilicttion covers the design of joints and the requirements Corrubbergaskets sion' D471 Test for Rubber Property—Effect of lurdacae Min_ 35 t Sre mat 65 AtacZl 6.13 The joint Of the pipc:sball be ofsuch design that they will withstand the forces f 1 to bt uscd therewith, for pipe canfanningirr all Other respects to Specification C 14 or, Specif[- Liquids' D573' Test for Rubber Deterioration �om¢ress ar se raac a£mig,,it se- is eau,ed by the compression of the gasket when -' I x Calton C76,and precast manhole section con- in an Air Dven�crn�einreuilesucapv,,mu _ sosnectir ,s c� mor - joined, without cracking or fracturing wben tested in accordance with Section 9_ forming in all other respects to Specification C478, that if there is 13I149Testfor Pubb-r Deterioration—Sur- faec Ozone Cracking OS' Do e1m&d4' m" 20 6.1.Theangleoftaperonllteconicsurfaces ` provided conlliot in per- in a Chrmber (Fiat � `tin or o i ide of the bell orgroove and the outer R �i miscible. variatiot[s in dimznsions tfic require- me'nts of this specification: for, jaintsshall goy- sPecimzns)s D 117I Test CorRubber De[eriorauon—Sur- F watrrabwrp»on by c ghr ma; a to ozones"1eLie - ao e,_ s in surface ofthespigot ortongue where the gasket scats shall be not more than 3-5 deg measured ern. , face. Ozone Cracking Outdoors or Cham- acrd- from the pipe axis, except that tapers up to 5 I hors lTbevaluesstated,inei[huiach-paned rdatse,arrtety ber(FriangularSpcLtimcns)s D2240`Test, for RubberPrpperty—tutom- "1eC meth t deg may be, used if proven adequate by plantWith tests asSpecifiiedinSection9and;:approvedby _ ' asstaor5t(mctriJuaitsarett[bcre asstandtn,Sherauess[at•dfncachs;steaarcnot exa equivalents; thaefort, each sabmj etcrfiardrsss D114 the purchaser. The conic surface an the spigot �- mast es , used;indep`cden;aftheatker, CamStruna values. front the. twas)-stems may- result in- riotwonturmanccr - 3., Basis ofAcceptatme 3_1 The acceptability of the -oints Y=are3—Allowablevariationd-5from manufae- ".and specified roars ted harincss6.1.5 or tong= may be modified to properly contain seat-thegaskeL t w with the spec tvors2 Thisspecia.60ncoversthedesign,ma. t e and gaskets 1 - Shall be determined b the results of provided the actual hard- -. ncss is within thelimitsof 35 to:65. The annular space between the gasket- _ a, tenial.; and performance of the rubberg skn:i jom-. - only.Sointscoveted by thisspecifiotlanare normally he physical testspres nbed'[Qthus - - - p^ctfica- t[on, tf and when v_-qui red, and by inspection 5.2 1f'a splice is used in th manufrcturcof the gasket, the strength shalt be such that b aringsurfacesoftheassembledandcenter-- joint shall be not more than 75^oofthe uticem- 1 adequatR orhydtaatauont4lc pressures kageu fie,le ted,peor l ymtiwithoutleakagewhentiestopct' spoon Scotian to detertn rm to ttherihe [ kersLnnfotr[tothisspecificttionasIodesign act the 1 gasket shall withstand 100' elongation over pressed thickness.,ofthcapplied-gasket ndod- inglhe manufacturees tolerances of the'oint }•_ -. -n aoratr 4 Infiltration dependent Insultedptpdinearedependentupon.manyCaaon: epn ant up upon-many n tondgas- and freedom from defects. The Part ofthegasket which ncludesthcspLce t with no isibleseparation of the splice. While :and gaskct_Thejoint.design sbaII provide. for th- _ flection o azha'tfianrlte gin aridat!uwahla gnan stirs mut bewvcre�bva;horsexciHrwtlorsandsuitaaIc[sting _. 1 iVlaieriais and Manufacture for Gaskets in the stretched ;position, the gasket shall be _ rotated in of a pipe unit by anis ,one Y P g n of the outride perimeter•oC Lite join[ in. afrlteiAS[]ltedjnp+]ua andSySaIiL - S.1 Al1.Tubber gaskets shalld be extruded or the iced area a. minimum of 180' deg in each direction, in older to ins for or 13 mm wider than the assembled position 2 Applidble Documents . "- Molded and cured. n such a manner that any 'Thi::pmt i. zest separation. Ln addition,. any portion 'of the without reducing 155 watertightness. W1terC greater deflections, are required than 21 :ISTi1CStartdards croon MI. me iumditinq of ASTM �Gsyto[5utiwmmiuY¢C(jttitoRubberhe diGsstcK=� ` splice shall be capable' of passing a bend test without visible sepatation; The bend for provided by the. joint design, beveled, joints or elbows mustbeprovided C Y tspecili tion forConcreteSewer,Stena- Drain and, Culvert Pipet Current &a=Aprro.ed Deas; 1v79, pub!i hed Foo Y wary o-eg43 7 autFubtit ar,C4u_sv r Tett gaskets:is defined as wrpping the penton of the G:!-6 The': € C76 Specification ForReinj.rccd Concrete 4loo pry �A_j Qoi ��s t st,,e„ p;n[G-. i"' unstrctched askrt containing thesplice a g minimum of JEO deg and a,,maximum of 270 depended upon to makelthe ghat flexible and Culvert; Storm Drain, and Saver pipe' S ciftianfoc Precast.Rcnfor, Paakof+tSTil sr+' 4Ptzr 37. pau33-37,,7. deg around a, rod. Tor O-rinnaskels the di- ` gatcnight. The gasket shall be a. continuous nu ria which fatzsasnugly ss - - Aatcrl_!r knfd173fSten=sd,i'atss33and t antetcrofthe rotsballbeeqal to the cross- aamce0478 P1 bcuccn as- in^tn(uorftahceesa:onfgtuhlaer u �,.;..�..��..,.-..,'_ _ ..- : " = �;�;-.•-,, fes. `-;--- ..� - � _ � . C443 �i51� C443 ' hied pipe joint io form a flexible watertight seal _ 6mtnorgreaterinthickness IfiLin or6rntn; or greater thickcess' is-not available in the deflected to creates position 34 in or 13 mnl v1dedtuecucumCerwtialirngthofasinglearea. be repaired shall sot exceed one four+]t 61.7 Thegasketshaltnot be stretched more gasket tFinner samples: may be plied. up to wider than the assembled position on one side ofeachjointand shall to me'mside diameter of the pipe or the arcum- than 30 m of its origutat circumference when obtain this thickness. ofthcoutside perimeter ferenuallength ofseveral areas combined does seatedonthe spigot , ortongucend oCthepipe_ 8.13 Compression Set—Alethods 13395, besubjecicdtoanintemalhydrestaticpressure steed one half of the inside diamucr of ` Nprra 4-Jain4 in an assembled position arc de Method B-Test conditions to be 22 Ft at70'.C: from labors- of 10 • or 70 kPa for 10 min. Moisture or beads ofwater appearing, on thesurracc of the. not ' thepipe Pipe that:ts damaged because ateato- $ Lk Fined as joints in she position alter assembly ia:ac- colla with thcmanuficturcr's dc9t;r Specimens shall not be prepared tot y, pr-paredAabs or by direct molding- joint will not be considered a; leakage tessness or wntinuing taiIure to prevent recur- _ imperfcctionsrm manu[ ctureor damage 1 62 Afternative Joint Designs-If permitted s•L+ �ccelem:ed Aging—Method 13573;. J Stor a S rent during handling shall be subject to rejeciioa k by the purchase , manufacturers_maysubmit to the purchaser detailed designs:for joints' and Tese;conditions to be 96 h at70'G 8.1.5 Mater _4bsorprton--NIethad D471- lo.1 The gaskets shall be stored,-m as cool; a 22.2 Thefitishcd rcpairsthe wnformao the of',6.1-2- At the c -nf the Y - gaskets other than those described'utSectirm 6- Use distilled water for thcstandard'test liquid ? cteau, as ,-Jed, a place as practicable, pref- requirements cep purcha<_er,thepipejointthathasb��nrcpaued Designsuhmuitansshall include Joint geome- tiVhen a lin or 25-mm: wide test specimen P etablyat';-4 :21*C.orliss. shall be subjected to the designated hydrostatic a Cris try; tolersncc. gaske charaaiict propp ed cannot be oblatned use lite greatest width ort 1L Inspection test in accordance with 9d.1 and shall be ac- plant tests, gasket splice bend tuts, and such tainabla from the test, sample. Test cc dihons shall be 49 hat70'C � 11-1 The quality of the materials and the ceptzd if it passes-the hydrostatic test require otherinformauonasrequuedbylhep =baser to design for field 8 1.6 Qzone Resistance —Method A of iinishcd pipe joint and gasket shalt be subject mens evaluate the-joint perform- ante: Joints and gaskets of alternative joint Method D 1171. Spevimens to be taken from to inspection: and approval by an inspector 13. Rejection �- desigwshall at hast mcetall test requirements gasketsamples. employed by the purchaser_ 131, Pipejo:nis and gasketssltall be subject of this specification unless waived by the pur- > t2. Repairs to rejection upon failure to eonfo_sm to any of r chaser. Alternative joint designs shall be ac- 9- Performance Requirements for Joints Spalled areas, manufacturing imperfec- rite requirements of this specification. €€ - to bre rovided the designs area roved b the 9i1 The purchasermay require that assent- 121 titins or damage during±bandling,ofeachOrie 132`Ga3kets shall be subject to rejection y^ purchaser prior amtnutacturcandpn btedjointspassehefollowngptrformancetesu 'd.berepaired and wt�l be acceptable tf vchera•erthey show surface Ration vided the test pipe comply with the specific-d without Ieakagent thejoints, and the manufac- ,may in the opinionofthepurchaser,therepairsare iortoin erin� orotherdetenorauonpnartomstallation. r tests loser shall have the optiom afaltowing the: sound and finished and cured properly; pro in the work a ' . � l ss beariatens in Dimensions 7. PermilZ assembled joints to stand under a pressure of 13 ,psi or 90 kPa. ac Iess; for a maxnnurtlof 24 t7ie Amrrimn. SoriHyjor Trltng a+vl.ttctaiarr latrrr+o pot+riw,fir ��+ecting the +at 1a}• of °n)"P�rni rishtz cx+c+nf hr a�'+hrmt;day. t - - ' T.1 The formed by the ends of nos- Prior 1p the test: h ' COtlnKtr°a NWhanyLnnTrnttOnr+tlrs+Rift+CndDtd-UNrf°jrF.+tarp.w'cntureeaprair}gadsitcithmdnc+nunaaan ojan}-suchpcttnrr �hu.and,hc nik oji f�+gnnntnfwrlt ngLtr. are �ntlnlj rhr ro nrapo u7riLlj: __ beveled pipe shAtnet vary from the perpea- 9:1.1 Pipes iM Strai&; tllignment—Hydro- { :- dicuiartozbepipcaxu,bgmorethan4uetq or, static pressure- tests onjontssballbemade on ;ru° aart �hkrrm.rrhtanaraX n,xby,h� a,�ontalerethaedm—ftm-.4--$rhe's`"edfryfi °a°J'f ttr°nJa`d°tJ°"`dL"°°'t t 5 nim for internal diameters 30 in. or 750 mra and smallerorb morec{tanS',in,ar6mrtt,for Y . aa:assembl of two sections of' t e,properlyn+h+, Y c1? - tonne;tedir.aceerdancewithiht"ointrizsi0a � r otrdo.*;rh r t.+c Yw rtcnn rnnmria,urdrr+hrrl^fi'l'ls on.d;,dg rdttd rdypr sra,,eo+dsand,ko+ddtYotdeu+•dtoesr.+fits.�4�+�yG+""""'+"':%;errH.;*�cn+rJnrmnttsrat,anara,nrH;nB.y=hr nor raniedajaUhearia�}m+thoald i - � � ' internal diameters 33 to 54 in, 823 to 1350 °" At the option of the purchaser a second such -nnhletechniiat tommittrc,.rhi;hyoanury�attrnd ljJavjidthct rrvrronanr.•+nhart tulkc}oy fits Y.gq , 1. the fSrAI Commrnre asStandards 1916 ttareSL PJuladerpli- Pz 1910J width w 11 ssh� k a . Beard ajDirertors - ,,� _ �orr 1nJII iRC1nSlYC, OrnOE mprc lhaR ]din: or 10 rant, test. maybe required, Suitable. bulkhea& may: j,uther hm.i r rep0nfu,g pn++r commrntc Faring sar;sfa�tiun thrre,}na.+na1 oppraita+F'.tSi7r _ ' for internal diameters 60 in orj500 mm and be provided within thc,pipe adjacent to and on int et< either side oftbejolnt,orthe outer. ends ofthe: - t• '. e 72 The rmanufactutees tolerances, for the, two joined pipe sections may be bulkheadrtl a„ width of the annular, apace betiv enUu gasket No mortar or concrete coatings;, fillings, ior r bearing, surfaces shall not vary by more than pUkingsshatl beplacedprior towaiertightness ::EIO% of the uncompressed thickness of the tests. Afterthrpipe scctioasarc fitted together inelse.-, applied gaskee with the gasketorgaskzts ihcasscmbly a' shall be. subjected to an internal hydrost-sic: S.TestMethodsfor Gaskets.pressure of 13 psi ar 90 kPa (30 R or 9 an): 8.1 The physira2 properties ofthe gaskets pressure head Cor 10 min. Moisture or beads of shall be -determined in accordance with3he waterappcandgorthesurfaceofti:cJa,ntwill c j following methods nnt'.be eonstdered as leak,-ae If lcawaae �oF i $.Ci. Tersi!e' Srrengrh and .Elongat a— joints•shoultHnatally c .cur. the manufacwrer Method D412. shalt have the _option to extend [lit fest period:. M.2 ff4t.+ less—Method 132240, with the up to 24 h_ exception ofSection 4, The determ?nation shall 91.2 JriprsFn itaxim+un D jlrcte fPosnion— be taken directly on the gasket. The pressor. Upon completion ofthctest for pipesinStraight 1` footshait be applied on areasthat are #5 in- or alignment in 91-1, the test sections shalt be: , v � TELEVISION COMMUNICATIONS PHONE (415) 254-5597" I N C 0 R P' O R A T E D P.O. BOX 629 ORINDA,, CALIFORNIA 99583 September 21, 1983 Mr. Stephen A, Streeter - Senior Planner Butte County Planning Commission 7 County Center Dr Oroville, CA 95,965 RE': USE PERMIT FOR RECREATIONAL LAKE AP 71-23-01 Dear Mr". Streeter: I 'trust that this application and the check along with the reviousl submitted laps previously p will enable you to: get us use permitp and complete the water rights process. If ,not,, please call right away so we can correct any- nydeficiencies. deficiencies. You might be interested to know that we have been r working, for three years now to get through all ,the red tape. y- ive years ago, at the turn of the century, I wouldnetehe.vefhad to do an of this. Interesting. y Regards, Dick Spight RDStl' EnCS. 0,0' toile ovolJae{ pMIT --- ,. -- AT'PENDI X 1; CQl1N'1'Y Qlt xiU CT] CNVI RONt�IF,NTAI. CHI "ifLTST NORM (to�Tie oomr]etecTsir Lett APit 71-23-01 t " 13AgXCRQl]Nn L. Name of proponent `i'cI7 2. Address of prtpanont and representItive (if applicable) Richardd_Sn gh.t P. Q. Box 629 rya a, CA 9 5G3 31 Project description Use Perm%C 11, MANUATQIIY VINDING$ OF SZGNIF CANC. 'vTF_S MAY13E 140 ve tile potential dograde the a. Does rile prh'ectnrareduce quality of e evironment, substantially the habitat of a fish or wildlife species, cause a fish or wi.lc'l.ife population to drop 'below, self- sustain �t levels; threaten to el31n1nate ') plant or animal community, reduce the number or rebtri,ct the I�Tnbo of a rare or endangered plant or animal. or ofiminate,important examples of the Majox xteriacis of California history or prehistory? h. Does tiv-, project,havo the potential to achieve short-term benefits to the datTimeut of long-term, environmental. goals? (A short'«corm impact on rile environment .is one which occurs, in b relatively brief period of time whi,l.e ton-term impactswill endureinto 'tile future.) " Does tile project have Impacts Which are individu- al]y L%tnited� brat cumulatively` considerable? (A project ma)' 'Impact on two or more separate resources where the impact on oac,h_resou,�,ce is' vel atively small;Off-Oct but where the of ct oC tr,e total (If those impacts on the ejaVi ronmeiit is OLMificl%nt 7 d. Does the project have envit'omnea,t:tl, olieels whac]r will cause substantial adverse e"fects 01), human bai.nRs, eithOV directly ;ar indir'�.Ctly? _._. gLGTtt0t%� NA RN (` O be ctlinple'tod by t1?c i,oad Age . ncy) Qn the bass p f this initialeualt ration 1/Wil find the prop;osod project CiillLil 1Jt]'t' Have a' signiri, ant e:i fe l on tile c,nvironnton'Y , and, -a NT?ral1TY'Vl I:�1�CT.�1)iA'fTQN will be pre-pared. I/1Vli I`iitd drat although tho proposer project could have a si�na.fi- cant .e:fi`oct on the anvi.ronment, tho;a� will not be a, sihnif et no i Off`oCt in tills case because the DIi`1`'I",A' TTN 1ci]IASURI�,;i described on the attached' sheet hava,beon aJded� ;cM- the prejo('t, ?� Nl�1+ fT h 1T3C1,ARA'I'TaN will 17o pt°opaa° od' 1./VM find the propasecl Project AiAY 'hate a� s i.hni 'a catrt effect tsn the environitent, turd an 'RNV RON; ENTAL IMPAO"I` RCIpQ]tI` is rogttir*eci,, COONTY hT1�'YIi, ,l>' N G UPI�AhT11}?N'C S1 ' 5. ,; StrOe`ber ` � hit A, Setl,1or Planner Rev Lowed by; TV. ENVIRONMENTAL IMPACTS xp anat'; o is 17 1 `"yest4 and "maybe" answers are required on attached sllieet(s)) YES MAY8P NO 1. tARTf. Will the proposal result in significant: � �— a: Unstable earth conditions or in changes in geologic substructures? b. Disruptions, displacements, compaction or overcovering of the soil?, c. Change in topography or ground surface , relief features? d. Aestrlaction, covering or modification of any features? uniquegeologic or physical, e, Increase in wind or water erosion of soils, either on or off-site? f. Changes in deposition or erosicr of 'beach sands,, or changes in siltation, deposition or erosion, which may modify the channel of a river or stream or the bed of tho ocean or, any bay, inlet or lake? g. loss of prime agriculturally productive soils 1 outside designated urban areas?, h. Exposure of people or property to geologic hazards such as earthquakes, landslides, mud- slides, ground failure or similar hazards? X 2i AI? IlM the' proposal result in substantial; Y_.,- Air emissions or deterioration of ambient .air quality? ,�- b. The creation of objectionable odors; smoke or fumes? - c. Alteration air �r movement, moisture, or, temperature, or any change in climate, locally or regionally? 3. 1NAT,J, 1Ni11 the proposal result in substantial: a. Changes in currents, ox the course .or direction of water movements in either marine or fresh waters? b. Changes in absorption rates, drainage patterns, G or the rate and amount of surface runoff? c. Need for off-site surface`drainage improve- nents, including vegetation romoval, channel-... izatxon or ci!lvext installation? d. Alterations to the course c*r .flow of f160, waters', e. Change in the amount of surface water in any water body, 1)ischarge ,into surface waters, or in any alteration of surface water duality, including but trot 1,i.mited' to temperature, dissolved oygen ox turbidity?. g. 4teration of the direction or`rate of flow Of I ground waters? h. Change in the" quantity ofground water's, either through direct additions of with--: drawals, or through ;interception of an aquifer by cuts or excavations? x. Reduction in the amo tt of water otherwise available ror public- water supplies? j. Exposure of people or property to water related hazards such as flooding? v....... � � µ ....:. -.... _ .. t .ate YES MAYBE NO 1. 4. PLANT LIFE. Will the proposal result in substantial: i VC. Change in the diversity of specifies, or number, f of any species of, plants (,inr".luding trees, shrubs, grass, crops; and agoatic plants)? Y' "— b. Reduction of the numbers ofany tinique, rare or endangered species of plants? C' c, Introduction of new species of plants into an area, or in 'a barrier to the normal replenish- mens of existing species? d. Reduction in acreage of any agricultural crop? 5. ANIMiky, tIPE. Will the proposal result in substantial: a: Zhanae in the diversity off" species, or numbers of a,�y species of animals (birds; land animals, incl-ading reptiles,, fish and shell fish, organisms) s' b. Redv:ctionin thenumberseofany unique) 'rare or endangered s 4ecie,s of animals? C# Intx6duction of newspecies of animals into an wrea, Or result in a Larrier to the mi gration or movement of animals'? d. Deterioration to existing fish or Wildlife habitat? 6. N(7ISL'. Will the proposal result in substantial: a: ncxe�sses in e„ st ng ,noise le is? b. Exposure of people to severe noise levels? 7. MOAT AND GLARE. Will the proposal produce 'gigni icant- fight ,endglare? `8. LAND USE. Will the propoR.--al res�ilt in a su stantial alterkl; ion o- the present or planned hand use of an ars, a? 9. NATURAL RESOURCESt Will the proposal, result in r. substantial a. Increase in ..de rate of use of any-natural resources? b:, pepletion Of dny nowl,'ejwvable natural -- - resources? 10. RISK OF UPSET, 1'11ill tho bsal involves a: Arisk of explosion on tale release, of hazard- aus substances (ir,M.ludixlg, but not limited to, oil, pestici��les, chemicals �Qr radiation)''in the% event o.f an ,iccident or upset conditions? b , Poss b! e ant' rferei).- ,wi th an emergency response e l a•; ri o p� p r ;em:,°rg.ency evacuation plan;? .11. t P6PULATIOX. Wi1 the proposal alter the location, strx uta on, duns it;w, orgrowth mate of the human population? ., 1'x: iipUSTNC. lilt �he prot-clsal affect existing housing, or create a dem,�nd .fpv. -dditiQnal housing?- ; YES MAYBE NO 13. TRANSPORTA'PION/CIRCULATION. Will the proposal t. result iii 6 a. Generation of suBstantia; additional vehicle movement? b, Effects on existing parking facilities, or demand for new parking? c. Substantial, impact on existing transportation systems? d. Significant alterations to present patterns Of circulation or movement'of people 'and/or goods? e. Alterations to waterborne, rail or air traffic? f. Increase in traffic hazards to motor vehicles, Bicyclists or pedestrians? 1' 14. PUBLIC SERVICES, Will the proposal have an effect upon, or resu t in a need for new or altered governmental services: a, Fire protection? b. Police protection? �. c. Schools?, ti, Parks ox other recreational facilities? , e. Maintenance of public facilities, including roads? f. Other governmental services? 15, ENERGY. Will the proposal result in- n: a,--Use, a. se of substantial amounts of f�;iol.or energy?. ; . Substantial increase in demand upon existing _ source's of energy, or require the development of new sources of energy? 16. UTILITIES,: Will the propsal •result"in a need for. 1 new systems, or substantial alterations to the following,., a. Power, or natural gas?,` b. Communications systems? G c, Water:. d. Sewer or septic tank? e . Storm water drainage? f. Sal,id ;Waste and disposal? i 17, HUD4AN` HEALTH.Wil], the proposal result in: } a, Creation of any'health, Ylazard or, potential health hazard (eXcluding menta, 'health) b. Exposure �,f people to potential health hazards. r 18. AESTHETICS. Will the proposal result in the obstruction Oi any scGnlc vista or V� ew oj)@n to the public, or will the proposal result in the creatiio4- of an aesth'otically offensive site open to pkLb�lic view? r ;}r -4- i yr, s MAYBE, No 19: itECREATj011, Will the proposal resuit in an impact ,t upon the quality or quantity of existing recreational oppottunities?' _..� 20— CULTURAL RL'SOURUS ^ a, It'ill the proposal result in the alteration , of or the Destruction of a prehistoric or + historic archaeological site? ._. b, Will the proposal result in advorsephysrcal or aesthetic effects to a prelii,storic or Historic building, structure or'object? C. Does the proposal have the potential- to cause W a physical change which Wouj,.d affect unique ethnic cultural values? d. Will the proposal restrict existing Toligious or sacred uses within. the pat:ential impact area? DISCUSSION OF ENVT,RONMENTAL.,EVALUATION„ AP 71-23-01 .This project as a Use Permit to 1110~1 the construction of 'a 50 acre - .foot rocroational lake. The earth embankment and spil.ltivayT for file recreational lake will be a. maximum height of 25 ;feet above the present ground surface. A 5M square fool; recreational cabin is also planned for consiructon. `The cabin does not 'require a Use Permit though the future construction of additional cabins would involve a Use Pc�°mit. n The prof Oct does not include, at this time, the construction and operation of a small scale hyd'r.oelcctric facS.lity' on Sucker Run. Wlien such plans are submitted, for rev;iow, subser�uent envir0►imetital • roview will be Toquired. previously, ' a small. diversion clam, a ditch./ f1mlo conduit for l+ miles al,anl; the CTOok and a penstock and power- Jiouse facility wore ,proposed, (Re,fer to attached exhibit) The i:ol,;laivi.ng impacts and concerns have been Identified foT this Use Permit to allow constru.cti A Of a rocrcatiainal lake, Ib 51) l Constructionactiva tics i:ar the lake tvil.l occur in. an, aj7oa with gentle to modoTata slopes. Erosion and %1ltatiOn control: techniques are to be employod in the con stvLlctjohl, procoss. Cra�ling activities will be limited to the non -t. ainy se.asan of the year, The 1 access Toad is to be constructed to a year-roulld tva oTs4ble standard P ect site to LuinSkin; Road. B ergy dissipating structures from the prof 1 or rock are to be placod along filo stoe'p portions of the access road to.mxnimxze�erasion from that source. The design Ind construction of the dam to create t11e lake will account fora goologi.c hazard prosentod` by a mode, 'to major' eaTthquak:e in :he V1ci.'ni,ty. Rav,i.e1 o.1 the proposed embankment lay the Department of ate' l2cs�tzTces Division of Dam Safety Will be requestod, The: iMPlicati.ona Of creat i.n' t axe ,re s0rvpar :Jiave leen s Etid-tY in a document entitled "Pvod.icterl Tomperattrres and I i s11 Adaptability :for Camp ,Klnaka iteservoir" The study concludes ih�t "tile clam creating lCanaka Taake tv:11. incease water tempetatures sgv roral degrees aver influent water te;mperatuY es 4 1Va th complete mixing, all resulting, temperatures are within. the range but nearer the upper tempeTatuTe consLdorod optimal by rainbow and brown trout.'' Finally) the report states that '"altlzottgJ1 Surface di,schargo water ;from the dam appe4rs fe,asi,ble,' ive recommend that a means bC' Kl,i_sclia7^g ng coatcti water from j - �o'G are the bottgm Of the ltrko should bo �tlstallcd is st in case t1 �TSCUSSZQN OFl5i[RONMBNTAL 'EVALUATION ,(con. xalued AP 71-2301 periods when mixing is not complete and surface temperatu',resi approach the maximum level predicted by the model." The subject of temP:eratuxe, dissolved oxygen or tuxb;,dity for surface water will become more a.my; portant for a Subsequent hydroelectric application. Accaxding to the study, the 50 acre-foot 'lake, will block access to approximately 100 yards oi' stream "Uetween the dam and a large cascading waterfall 'dawn` 1 stream.—the lake will inundate approximately 5.5 acres creating s wide variety of wetted habitat not currently available far, f].s]Y production". va ata.ion Cox, the 'lake should xoductio 4a,b'; 5b a; C�a, Clearing of g �. • .. be con- fined to the actual axeas of physical development in Order to minimize a soil erosion And disruption of wildlife habitat. Rare ax endangered' plant species are not noted far this ares. The riparian habitat { along the creeks i.s j.nipovtant .COT the various wildlife species depend= I species) and representsoparteo:C I ent upon such habitat. The sato 1. is ad • acent to the Lake O Bald ragle Hinter Range (endangered1 the Moaxatowx►; Deer,' Herd Winter Range. (Refer to the discussion Of items 3a,e,f for information about the fishery TO sourca.) The significance of the disrupt -ions to :Gish or wildlife habitat have been and will. be further evaluated by state and federal agencies }: charged with protection of fish incl wildlife xesou:rces. Noise from construction activities would, have. only a short term, disruptive 4 effect on wildlife and adjacent residents. } 1.3c '14a ; The use and improvement Of Pandorosa Way needs to be cleared wi.t11 the Bureau of Land Management and Butte County Public ;"corks Do7�artmerit. As prov;iously mentioned, Ponderosa Way needs to be upgraded to year-Tound traversable status between Lumpkin Road and _ the project Site. Iy:i.re protection is a concern :due to the xemotcness of the locatioal. On-si.te fire p�rotoctioll:;f,,asures are recommended. of the access road should bo pvovi_dc-0 t,a the edge of, alae lake o that a pumper. truck cot' la draw water :from thq reservoir :for fare suppression purposes, ' � needed all 14b, 17a: In the event than: the Sllexiff's DOPar4ment i� , offi�ex would 'oe dispatched, from the Oroville area, , milia * away lak A security gate is recammenclad to limit vehicular access to tea lake and cabin area. 'the lake may represent an attractive nuisance .Cor young child who reside :i.n the general. vi;cini•ty. The security Bata g appropriate .g Ip in this regard. along with ai ro riate signs walalcl lla 1,oaj3 ,b; The l)xoject will Vo ,re.eonstructi.on o:C eler sj lines to ti.e into the eacist.ng system located to the west. l.f' telephone. 1inaS axe not extendod' to the Site, it is xacommandacl tlla a citizen's land (C'13) radio be available :Cox emer4encypurposes.` 18 "i"he project s lai tldet ;Crean direct pttlali c ieay. Rairagatation of ex' urfaces ne�'r the. xesarvo:ir a posed s6ilsnd cabin area is reCammanded to improve the aasthotics of ;the project. project is e loateo in an area with Ili Z4a: The project h sert�itivitybr aeo oga ca 1 /h isteri cal resq a;r;cllurt as. 5ave'ra1 Tecoxded archaeological. sites exist in the �;raject vicinity, ntl arcsurvey haeological is renuixe'd in fhe location of- the proposed xaservol ,. age. G Appond.ix r, -p F r AP 71-23-Q1 Project Description' Location; 04 Sucker Run, tributary to South Fork. of the Feather'. the intersection terection of River, approximately 1 mile southeast of. Pondetos'a Way and Lumpkin Road, off Ponderosa Way,Feather 2. Falls area, 20 miles east of droville. ,Access and Nearest Public Road(s) : Pylvate. roars via Ponderosa Way and Lumpkin or Forbestown Roads. 4 3. Mothod of Sewage Disposal; Septic system as necessa,x'y.. 4. 5. Source of Water Supply• Private on-site wells proximity of Power Lines„: Adjacent along Ponderosa Way fi. Potential for further land divisions and development: The :zoning could allow division to 160 acre parcels, buildable areas camp has been discussed by exist on. -site; a church proposal the applicant ;dor the -property;, Fnv ronm.,ntaI Setting 1. Terrain a. General Topographic Character: Alountain;stream valley surrounded by steep hills. b.'- Slopes, Roughly 62% of the sib e is in excess Of 30 o slopes. The 'proposed hydro facility is to be located entirely on slopes in excess of '30%. c. Elevation: 1200 to 2000 :Feet AB$L d. Limiting Factors: Steep slopes 2. Soi'.s a. Types_ and. Characteristics : Modesty, Chawanal ce and, Hot', soil series shadow to moderately shallow, coarse to gravelly sandy loans from granitic parentnateria1 , moderate to rapid-permeytbil.ity, well to excessively well drained, with high erosion hazax`d. - - b . Limiting Factors : Slial.low soil depth and high erosion to Sucker hazard especially in Chawanakee soils adjacent 'puri 3. Natural Hazards Of the Land a. Earthquake Zone Unnamed t'att;l t o;( unknown activity, 2-'3 miles southeast; active B.-ig fiend I” a:0 t 6 miles tort}lEilst. b . Erosion Potential: Very high ' c. Landslide, Potential:, Moderate to high d. Eire'Hazard: High to extreme e. Expansive Soil. PPL otential: Nome 4. Hydrology a. Sur'tace }dater: Sucker Run and Little Sucker Run are perennial streams which traverse the pxapext' draining an approx. 18 square mile basin south' and east of Feather Falls before 'discharging into Lake proville, k ;.mile, southwest. b. Ground }Va'ter : Groundwater resources are locally available s but may be limited in volume or unavailable an a site - !; specifl a basis. c Drainage Characteristics. lnterinittent drainages and 11 drainage ssvales carry surface drainage to Suckez` and, T.� tt le Sucker Runs d. Annual Rain:Call.. (normal) SS to 60 inches per year Appendix F page 7 r n° rtoo 1 it r" w rt u i �A 10 ' wut f i x..1 5` c e w Cst / pl> • s. ryrun e0 , gawp o « R r, 61 , luau tiRu tr Inti 4 E a �9�"R YugiSr F `1s/In 7 t _ r YIY - rik' /41wo ' l4emt' . 'r ' o�a nin i�� '� arw vena ' �„ f"'r.✓"��`""'' , ,°°tib_ oLiPu r• Won �4.w C ` s�trAl<iR R • Y AeeNam 0 r, t" tx'I , e•d�11e f ...y,4 w,rh AYonnyA � ZE r44 rn` �,T4 .wG tt.rtn ""`4rALPI��.. 4� M ft, d g mtA lk�l�«^��µrpt » .r rL»M u t t t ttF }� a SP hh r � G0. t � � �o Usti'- uTl �tewi eN1�,J 8aun,L'ie X4 ,. 7u AdaaA "� YIM;4 j1� ukauatr D, .vooU4sr D +°IwNrytyfAe 1lLa+ a IfNr ,M ad 1 * d 1P n k a> n o Qg1Bcy s `, C M ...• .4d N iM j• f GJ'.. p piN d 0;5�.,. r .. snau"r \. e4 ' k �'31Onie 9Ois, ••••W-«.qr': eVCMs ru N� cur 1 s /Ln!1 r d _ ♦A� a % µg P � i �i .. lil ��Nr�yPY �„ 1 - .., WMI G ��uCRe �,r• I .. I' pi, stets C/ t 1 F , : rY a°�e v r Et D 'N L, t ANetYM;"tr : wNil cunr4e4wruPM rw( , - Yxrl - k- E s?.r:aarr,x,Y,• rNATIONAL iP r . 1 e' P4 r 5'Fenw� Bucse Llse r nrur R dl' lure xltuflr PLUMAS Jnlr. r4uu r �a,ri e FblatlRrnrj • Erlf Ntu oeSeble { *° $ t fuxxnr out ,?M . iv.rn elreck• R -u ed"i. s ekAn nAytd [L,NID 11 4 '>a Nllk NIJn1hCW . r r a n.kt� m c 31 ruxxu ! a1 Yn Ar � d i dw r4w t t ��h r J leredlr. r O�.fPO �0: M M q� dr g 'Militialnrt k qC a aw, e'uq r»k. r wkr1, :►ulxs 1 l w Oil ;ta.' Cc 'g. y1, Y" Y, Fulls roan Mg Elks L'1r r��.'-'"fY nsws 077 0a ca row Centenllif ( Ara, / rLms � r„ rLlrn ea eAqur s* "2 ', Repel' 1 4' PrAx iAattuTN. ru,a ' rowan rr,�N, 4 Cnnrow s s ... �, ° ai° lir" C tw,>^sl cGr. ,�'� S -. ,r""L,,w•;, i .✓ Glbnmll N m Y xn reros �dG C�Ir.' p�L _'yi 4r°s I�r r4mr lawlu . 4 e nir n,iu"rQ - �.. , _ ,, i F en to • wx thi • t an 1. r ''11 cry CA 'udkrtAN4 y tnY i ` •y. tt+. 4"�� rfxse.•+Iwen•e .elrkel• q Hill k 1 0VT. br jl r I Btda.nn.I�g, tl0usa '..,,r°iwwc ti«.sy„ a.� ✓l�• _ Gs�de 6 6 e n ' 4 9 f b� T •1 m « 1 Old Irw�. .Btu Crook aet rrnrsi pnt'ta I x P, V', r Yangee NlII , +R ILI' f0 .° W`"`" °at P , �0 r sAkr WONUt efid VKuntt I C y �,�I ,+ y ekAll UtrtAI�U. MkA , 48,5 ''ti „ C,; t_ , 4 fr roll qt li.>n y 1 1 ¢ GeeF n. ✓ r - ,+ ` � gn;ukanNaat Q• 1 Penlr• JZi� r t e5 �' r,. t, ,�'"„' rt:.rre�.-%�G ).t -q �... 'LI `+• rsxt� a r .i k 1 64 tr'wr .� t... s4MRc. r �'—t' d t + CM1elosee' ,P /' ��) K!, o Iw :, � s� t� � R. , s,..� s: rP ,. ,�' I r" ♦ r N R y Cneys Ir r� _ , srU IUi sr. , E ,r '"' ^ �,'E„P✓' i 77 r h - filar AtopQ) t� 1 rop Vit., R 5 • �ri 11 and OlelOnCilY '�. � •.sr � e r0 'b r,. nsne � c Cr, 4! �� 6' ., � � F �1 ex�R jj T�4rer` ,rl t. l..n•,�. J ruMOic N sx�tt c d kYi'`"'4. q Lnkr n �° � �,.....'r 141nr. @G �. E^,,� •+• Slgwb t/y ,�i, 1, praulllc ✓ S '`"Yf tbnde n u ' two+ If /1.11 MG ul e..t, 1 TI a,Yl•IxW P.4. M �{ � 'P 4; d '"�'4 0 r4,tu t 1 awa rNln Irdd llsab � !1 dur,+d 7 anon L1t +r maA ; i, � / pId u ok}` . Cli tf Mdls r BnndY " wuu m 4m � Is.i,r etc . t�+taRrs•s, v 'ar� Icr r t t.✓'r< •1, 1F'., , 1 .F". 16es10Nn `r° Cil _I �P �'4. r.� CitY +� 1 , nm CE lhNMn41r n. a B, .c r /h ,w+»r`t A /arcbngy u t i 1•Y.ui° ♦ � 1 M I � �- , . � (;'�„_,..1 01 `J .. d - av BI 11 � f u dune �fpprfbt�—'�'""' �+t0-'' WOOdlal nt s 1, a p4°r RL 9 M reYr 7 (Own r" 'rtn 11 afp)r'nro ageA P t ° I � 3. i 1 5 � L 1 I . � .Hurlet°n 1.. , r• 1`:'r u) 1 t try It Wh nq� ONttstexx e 5 4 L E D ✓. d K rW C Rlchude3 h N 1 or, w I ,r °'° �rOVIi�B ? ' I+rr. � 7.5 � _ s yr Q ,u.� i9 r r �, � 1 � Nt011ka lrnlll[t131 .k5 IMIh,,,,;;ui ' Y 41ne A pgtl a .I / I.e ChallenBt:� fa"""t a� lnnk w be" 8, FU ty ..•.r •P'rfr 3 D altar «�.� 4fP ,, �.nu,x..r ,y4 - � h .OrownsrNq Mtnw,R a} � Cem`�timlOe , .l flAihnyf B rll' Wt db . r u lru a b 1 ru Pal @ 3eeyri R :. rOsrR IadaHt 1' S,rI 5 tt,t .. k'Ratke�6 dS +� y D qbe Mks.. y W=. 1 ¢,5 d 10 4r �- lG ;.4 r r` 4� 1 t StWI• 1u.• ta0iit yt " P`iblue Cc,ny. rF R` 1 3 4 Diggs xwr C B tr r q i n C � xo Biggs 6.$ 1J 5 Ahddk ' itl �1511h 1 cru1V' s nu0 fl ., rr 9 - . rn . BJngot J `� p i Ad R' �C+O ,r/•, 3 Gh s hit umb �` d rla 35 �� x fp'1 ._ N• w a iR �.. tat f� �' f i ri' � t 0' • B04bia5 ,�ir%y"r) �e !4 ■M 5vnit �' Norl7 Ir F � ,.. � R � =�, i4i g � °✓ c '^' 71s °r !° R rLs[ s q raiMlr -}� :✓ ? S..•s sorts �., � rrru �"�°W" ss na: 3: 4R r: net. .S t T Ca eY 8 a (louse ' nn k t 6 � Switllknd 9 Rdrt' b°i�MNN ° a '~.., " eo xlr"I it � vs (1TT r^l lt1W nl `L�. t A 1 wine � rr,M a r„4 q Ir KNR t4 ,t1 11 .^-✓ j i •fir! r. k f �!3' ."!"`R+vu,r•" $ 3 wiee xmt 1 fit, rn Y+ "RG'I�.% of + " Bushrlllt l{ Ia Iwv�rr HOntul E r� nA lama 4@b ,uQir'iiueF D mltn ! ud nra su n �' a tkYr -, �' 2s Yin —fir,?' 1�� 4 t" a A•t "o.aa..•...* ,+Yd k LL"maps�""" A LOW t"3it rI xat r 4 A ra A .s„ 'Lnr nut _ 10 % 23 qy e d t? ;i remit ur ^�p.n s',r wllxc,nl 1; Nd, �� ,Al.rra.thy N ,r., W A,8113daCi4j1 i� Ro '• a, '! hlg KM 'F 11JIe r8 5 �t @@@Oak n -PP''.� x ! d E4 R t� ` r riW kt Inr r •NewtlowA T axua �rw�a nktnt��nniRiin dY4r ViiiturnI' A Vlllens +t tutr t r �, rmxa 3 i 7 aO i6 I k. s t Tina b S Gfa$S Val�f �l nka +�hsurMr. t be w.iS bO r"Or� xnn+gr ;.w tx •eerrns rudwsasatt�r`y"`-Xitr`r'A.`drsr.'$marl•en£E�uts�'.A10'erilil��S.PiYelltF� rtnw y'i.uwn,w ,3. \ aX y,..i\ "� w�„+'0 M, � �� •.-'�m� �% t e —'--"`! i; � f -j` i � �"" �w. � t ` l i 1'` � if IL i' r;'�+� { 1, t .�4... 0: ( l + `1 +-:'°l. iLi;�7!„� .t .'� l + t y J /Y�+ ��tt ,�.:. �••r 1 _`�•�fff1 (f�. w � � X tR . � � 1e.1: . \, '�y 1 tl �..J t N Y '" • n"� 1�+� °�H++1 ^�"+ f l'\ii �4 'ker�'�r� .�\:., U1C q e _ ah y _. 2941- mow, �.X: '� �,r•" �i..«• 14`"''� Y � " \ � �� �� . 2 � � j� \\ �'•,�A+iLR0�0 \ \� \ i.�'rr y r ��•a�°°� t e �°. ,.r/^' f " y t�' � -.:,� � � r'� �7�,+ K ''pct ��4 .,•�^ / r'y� '. yy, `\,�." s� �' `'?.' �. t ^� "�`� ,, F`� '•""7 �a+' � 1.`) ,Q � l t�r ..+� . / � O�iAP6 ��,+sa�� Xx�'e •.. p �{ f-.�R\�,. s P .!� `•.a. y - ` 'i' �j + Y .,• t ry t �..„, 'A V� ," >aT�e t}Q\,�^�,�1�„""� � a�M rf.� a3 •� ��J /'A � J .x, j . _ ,mf��,. -..w y, 4'4"1+• F � . •r� +a - F •'� {i �� 7.4 'f'w.._.,1�,.'•J\ i i x 0, , � �,•'.° � f f yes.,,. i r7 i (� •�r;,,,., S"UbSa�ltdh � l � ,� ��,,.. 1/�.� �� � ./�' "h f �J + � � �i < ✓''//”) �5 � Ohl f y j i { w �X • < (� . ` �. ` 1 jJ 'air/ %rte+ t t+ �/ f rt '°* r f Y • � 4 . � �., .5+1. • X. ,?a�tf+"f ��•w-^, � Y� i ,+!"' � � +' (, � � `e �t`� : � ? '+i • } �� • ww {}� r r� . " "'\\.�...1' E,� � `', 1 f i � 4• ; r ����ti�'� I i AF a cam*. u. .� � ��' •.."'� iii r ��•�/ j .'aa ��� �•,.,,. ,•7l � . (� � � p. I� ,,/1 .'r it, �/� „Y.✓. e ��„.X"� ..X A p� �+ - l r 1, 1. >...,. � ��,y+_,;�"wf. `�„� "a' �' i ^'qc'� qr .I�.N 5 , , ° • C `eat'��^j' ,>M . �� _ i ,,tt6o 4Zx N ,1 ..r 1�'-� 1;71r$.1� � � (al dh r 1.,,,���.%� '�' (/�• � X11, GC .: • e � ��1�� �Ot7 �St"tlW r �r Z l �--w, S.. II �7 y_t_�f� rt p rN5 �y J j%�.✓. J , i+fir. t{. � ��¢.il� .-I�mi^ i,,✓ !! •t M1 W MOO �� ' X r"�\Si`tiJ*lmtld t '� �tg. �i'9G/ 1�(�1ry ° f � ]� 01i YI C 1 G, 4Il4 •,� . ,\c m �. �,�J�/. U��rr'+\ 4.F. � l � ! r '/+'."4•��rn,».i �vj �,: ��� "Me!5 �' df"m G ci.�,4y��w„r•�, P �,,,,'� '������� r � � ,. \� I r i M CJ1,� y ',`' ��`�'Jr'1, �v , r t... _„'; F�3 "•' J J TCI Use Permit AP 71,23-01 Mitigation Measures l., Provide a road maintenance agreement with the 3ureau of Land Management for the access road from Lumpkin Road. to the pxoject site. Agreement to include provisions for erosion control along the roadside ditches and. maintenance Of the road, to.a year round traversable standard. 2 Utilize standard erosion control measures and construction practices to minimize erosion and other construction impacts. Construction o;C the dam is to occur during summer months or other non -rainy months 0:1 the year, 3. Obtain a streambed alteration. permit (Code Sec. 1.603) :Crom the California Department of Fish and Game, 4. Design and construction of the clam to account for potential geologic hazards in this vicinity, particularly a moderate to Major earthquake. 5. Comply with the recommendations Of the study entitled "Predicted Temperatures and Fish Adaptability for Camp Kanaka Reservoir", i'ltcludi:ng a means of discharging cooler water from. the bottom, of, the lake. 6. NP further vegetation removal to occur uiilcs's within an actual area. of physical cal doves apriient for the darn or an a,r ea of inundation for the lake. - 7. If, arty Significant cultural resources are identified :from a revi=ew Of the recorded sites in the vicinity or :from an on-site survey by a qualified archaeologist/:historian, steps shall be taken protect the cultural resources involved. Such stops, or clearance from further action, to be spec=ified in�'writing by the deSYgnatod archaeologist/hi.s-t:otrian;. k J 12/83 j t mdll to: bta,te Li earingneu5es vivu ,nnsa ailcgy., rcm, lak., jam, al-liuvr bee J4uM Pe,low NOTIC• OF COMPLETION AND. ENVIRONMENTAL DOCUMENT FORM kCH a 1. Project TiEleia Tele-vw.ilOZl ComnlLll'1:1.Ca1,ions, A7lG• 2i Lead Agency: Butte County Planing_ 3, Conta�.'t Porten: SteT3}len A:: Str. CeteC': 3a', Street Adorers: 7 COurity Center brave _ 3q: City! Q'royi.IIe I' 3c. County, Butte 3d, ZIP 95965, 3e:, Phone: 916 534-4601 PROJECT LOCATIOti 4. County; Butte _ nn. City/Community:. reathor Falls 4b,(optional) Assessor's Parcel No, 7.1– 2 3- 0 1 4c. 'Section 2 7 Twp. 2C Range & Per Rural, 5a,3 Crops streets; Pq:i1derosa Way of:- Lumpk lOS Clearest Commutiritys Feather Falls b, Within '2 miles oh a. State Hwy Nd. bR Ao its y ,,� ; j c, Waterwa s RL1T1 tittle Surrkcr RuT; S. Fork 7., ODCUMENT TYPE 8. LOCAL ACTION TYPE' 10. OEVELOPM�rITTYrK „Pea..ther River, (ptnr. CEQA ... 01 General Plan Update Ol MResidential: of: 1,ake: Qrovil).0) 01, NOP 02 ._New Element 02 —Office: Sq.Ft. 0.7, Early Cons 03GeneralPlan Amendment Acres--._ ., Employees 03 XXleg:Dec 04 _Master'Plan 03: 5hoppir!g/Comnercial: Sq,FE, 04 __ braft EIR 05w,,..Annexation Acres - Employees_ 05 Supplement/ 06—speoific Plan 04 Industrial: Sq,Ft; Subsequent EIR J (;if se, prior SCIf A O1 , RedeVelnpment - Acres Employees 08 _ Rezone 05 -Sewer: MGD NEPA 09 Land Division 06 Water: MGD jSubdivisi'on Parcel Map,. Ofi Notice of Intent Tract Map, e�c.) 07 Transportation; Type O7_ Envir. Assessment/ 10 X Use Permit O0 ,,,rMineral'Extraction; Mineral FONSI 11� Ancei Ag Preserve 09 _Power. "'lnerationf WAttage_ 06 vnraft EIs 12 -,.Other, Type .._ OTHER 10 X,,,__,_Other: 1tecr.er7•t`Lonal LaRe - 50 i 69 ,r,_tnformaticn Only~ 9. .TOTAL ACRES! 480 aGre-toot �'Itl:CX11lUIN 10 Final Document 11 other 11_ PROJECT ISSUES-_IIISCUS5E0 IN DOCUMENT _ Ot _ Aesthetic/Visual 09: Geologic/Seismic 15 --Sower Capacity 22 Water Supply 02 W Agricultural Land 0g': Jabs/Housing Balance t6 X SOJI Erasion 23 Xjlotlal:d/Ripar`ian 13 Air Quality 10 _Minerals 17 ___,Solid Waste 24 X Wildlife 0.4 A Archaeological/Histor4co 11 Ieise 18 Comic/Nazardous 25 .,,;,,lirowth a`nducinq 06 Goa•stat 12 __„,,,public Services 18 X Traffic/Circulatloh 2G „_jncompatiol¢ Laodiite x f Of L Fire Hazard 13 Schools 20 x Vegetation 29 _Cumulativo Effects �. 14 Septic Systems 21 L W4'ter Quaii'ty 28 ,_„Cthot, JJJ 07 �,:.,.Floodirt3j/Oruinaije FUNOitiG(apProxl Fetferai_ State $ — Total S 13, PRESEN ,.LAND USE AND Z01411�G: 'It 16, 0 (Fo0t,ji:L1j i ocvo4t 4olml<,, 1.610 a& es) l4. PROJECT0ESMPTIDN: kLlse PGx]ll:"Lt to b11iJtV tile GC11l5ErUGtioI1 o;f. a'0 ELGT`G'C1Clt: 4 re roatIona;l a- 1, A 24' x 24' cabim Is to lee tont,- as on,as 14011, located on RLI1101 m3,10 southatist of biter- section of RG2Wero-sa WaY alld' WlnjAn I oad, b -r- Putld.ur0$U Wf,�vi F,oat}l(-x' Va11s, nAte 1�7�t33 k5 SIGNt\TUBE OF LtAb A8E1iGY ?EPREaEi#TATIVE: int! i z bte'(a 1G"n S'tt`''t'etG"'t'� Sull;lOr 1�1a1111�J' MOTE. Cir, ringhausa�wtil a9;iigr, iduatifiaa+torr numhrirs for ,ill new oroioats. if SCtt htjtb>>r ,rtredy axistr for s product i ( frnm lietut, of Preparation of .pervious draft oot!gment) 01044 fIl 11 ir, in, FOAM REMeCO 1/M » ArMACES CA181 DISTRIBUTION ON REVERSE REV1GWING, AGENCIES, �. Resources Agency CTRPA (Ca I 9PA) Air Resources Board TRPA (Tahoe RPA), X Conservation _ Bay Conservation, & Dev't Comm X Fish and Game I€o�i•oi TT _X Parks and Recreation Coastal Commission X Office of Historic Preservation Caltrans District Native American Heritage Comm Caltrans - Planning State lands Comm Caltrans Aeronautics Public Utilities Comm California Highway Patrol Cnergy Comm f _ E Boating and 'Waterways Food and Agriculture Forestry �. Health Services X State Water Resources Control' Statewide Health Planning (hospitals) Board - Headquarters Housing and Community' Dev"t X Regional Water Quality Control_ Corrections Board; Region General Services X Division of Water Rights (SWRCB) Office of Local Assistance, _ x D7gision of Water Quality (SWRCB) Public Works Board X Department of Water Resources Office of Appropriate Technology (OPR) T)-Lv 4s ion b:C Scaf — ty of Dams Reclamation Board Local. Government Unit (0 PR) Solid Waste Management Board Santa Monica Mountains Conservancy Colorado River Board 0tiler FOR SCH USE ONLY i Date Received at SCII Catalog Number a Date Review, Starts ProPozient Date to Agencies Consultant Date to SM Contact phone , Clearance Date Acidross _ Notes : 44 kill tNAI l2AlG20 Rpgtl.. r l/ R'aS RSA ij 0=q� �{1,Pprl e.`J"„"'4.�wti..,,..'!- a va9�j d� 1 r, �� e _ _ ..a -t �..1� ,� 1 �.i, +--•, e-. ".^� - `r”! pM a akakas ��Jfl(,� ��/ .,2f' anV �Al St "29JJxif. I O I fj IA 'fr"r�t�Istal(on t 1 l` �''- ; . x 9"�S . r— a rgy11 fie.; ls� 6 to X26 6 v Ai J tT� 1 I1t10 -�4a r (\ 7 7 V '.r Ae" ) S{)Q .' � © A •��w.v. f .. r'h - F�tzQ',n , � ltJr� rr ✓ I �°I •-�I r1 "1 It �r��. ": �` "'r,a �r� h ill='! �7, � r\ f , y �•� 1 r! �irp ii,� i/I k'r n.�'a� L,yri '4 '' gd,xx . !�A r�,y.. � , al� t I r� tao4.' lllf f f t r t a-�D , f,m • 'r �x r � I� ': Statl n G r d Pandefo_ _s r ; pbh 4 L, n� Stations rt� r.� (� �jryry`'` Fo9t cl�rd '1 f 6 33' .t 4ts ri r r 7 it ry. 111 F I � 4 ✓ JT �,_�•r17 7 y (! y�� .l'� 1 �� �xVr �.� C �t }i a�ii6� f � q ^•r IBX ��,-161i) � it '�„� V cc;, M1ti".y. N r, m `'.Y' ! { s �' J✓4. f y- wr ��'�..�.r„re" r . r q V i ,{ r , __ � - i } { t i f �, { i. _ i ', ,, i I _. <, ._ -. _ _- , r r , i Y. ,i , y r , I , y 1 0 " ^� - .. _ r 2 —. 1 f1 MLTs g , 1 2 05 n o/ ' fi / /t' _ 1 L To/n Bgrtal 5//t —`. t y y 9 „V ✓'/i h y P/wst/'C 2 __r/ SP k' 4 �+ n d Non o� �...,_. ..� 6'Is� s t/ o _ 6 yo < .Y . r 6Q a cd C/ 6' n a e y y w : 0 O Rd!a'r Bro n P/ 10 5 t 1 . Air /� T RE:C NH No: _. _ _ Ger ,cr ►.e! , a 2 _ y / J�AIfO/�tOn'8' f t /d \... s - -TR C OL F N /Lr' No. A` ` L Dtarrlc Eno C P/esf/c :T.Y��evroh /Vo, 2 1::4 y a'Ono/y /eny $/o / kuy ;a 0 "Oe0 0 12 ,0 / 0 ✓^AA Omer 5'//t a'a9na✓ onc+no a ench _ C t 6Vaar h ear"a n one COntl�o/ /!! L9 not _ /V C -. 1"R E N No 2 ML Ti�'n Gana/y Si/f , G/t9HtJ P/W�Ata _ y I C L Park ": © k Grsr y _ aly _ ! .v i 9 � � FM G'r Ary 5'i /yoe�Y - i p .. y.,. fir,,, � - . - -.. w 1- �`` _ /t4L /JarrOr' Grey 6r/!k 5'/! yrh // P/Ag fr c —14 _..q� PLr4A/ — — 6'M Gc�e�y 9/'/t 5'�na/ Non R/r�>3�ffc /6' f�M Oro vo/ ! y _ 5'car/e. ! SJ /B - '.. 5'.r�ca✓ Gray Boa/ /190 s" /Cobble 6/2t19`i /VOh'p/tA6'it'IC, rR• ' CH O E/V N B B ORR o � �9 '. �' _ , R A TR E�+i CHS Vie& s`tsaart Mo.. / ^00- o o¢ion : �a r t i- �IPD , Creer „C v �a O � t : , - @ Con.tr / r i u0f� �. ff—C % D .4 IN , /00 ®_ 00 /0*00 SIC! A 7 e 9 f ,J ,DO 14 OD .s3�0D , s 1 i 5 g 0- 0 1 M I f 8 20 I,. 50 0 50 . ,. 100 190 200 w u , .7:50' �., /, U / SCALE OF tFEET t�'C o ,�hldl+Il�l b 9 r � L A /4.0 ; Thish Safe Be Safe r w DIVISION of aa�VfEv�v OF DAMS WE 9VA AM AND �- s ET ren a RESERVOIR Q R d0 R a R/ A SPILLWAY _ _ I F A b�LA►N PR0 ILE AND SECTIONS APPROMM - DA OAMTFM { AMMAL j onm onsu; wawa... aa,nawas,, 6iClh Bt�Y t90. , I I STATE OF CRL1 Fo ANIA oPFlcE MEMO i OATM I ern. joo IRev� 11*701 T0. 04 .. ��'' �..- F.► G✓� it g00NMI NUMnEIRI FROW -... Pr`��f�r �i/v �t G�� ICNE sup---e—cT,� °d r ra Ca�ic�'ewra� C r4MF' �'Ca AM11lb ,SEC ,e "moi ar✓�,� _ d7®`vim / VeJ gm/,94/1 �"�✓G 'D /. ilk G D �� M 000 " ti I _ __ r » ��,, �1. TABLE :OF CONTENTS: Page. i PURPOSE AND SCOPE FOREWORD CHAPTER X. INTRODV,0tION 'Genera-].: Application Administrative Procedures Environmental Considerations CHAPTER xI. FOUNDATIONS AND' CONSTRUCTION 1ATERIALS 7 General Geology ~ Exploration and Testing for Foundations Foundation; for Embankment Foundation for Outlet Works Foundation for Spillway Embankment, Materials Water' CHAPTER 11,3:,,,EMsAt"'ENm ll DESIGN General G Design Feetures Embankgbnt, Design on Eedxook E`ounaati0Yls Embankmeot Design oh Soil Foundations CIHAPTER M SPXIJ -A Location Spillway Design Elood Daae Freeboard Elyorau Tics Design Considerations Structural II' CHAPTER V. OUTLETS 25 1_ General Y Location Capacity Controls 'Conduit' Design CHAPTER Vl. GUIDE SPECIFICATIONS 2.9 General « Guide Specifications LIST OF TYPICAL' DRAWINGS Number Ti le Dam'and Reservoir Location and General Plan 2. Dam Plane. Profile'; and Sections 3 • Spil,lwiay Plan, Profile, and Sections 4 Outlet Profile and Sections S. Alternate,tpi1lway y Plan, Profile ,' and Sec ions t' h 6 Alternate ;Spillwap Structural Details 1 FOREWORD CHAPTER EMBANKMENT DESIGN i5 10 k�, I I PROJECT PLAN i_ 2 t 2 2 E: T20N RGMDs&;M I---� � 'r tea„ w 2 8 f r., ry ' , a.•,..w rrr )+mwr r�.r..re r, r '.. n� : w rr,or. rr.�.�•,..w r 2_� 123 - t ,. �, rr'C- �-4 �� *'•� J ,".,: ., a If j� y, 1r,„��'✓..Ufa {. �, �r-v. 77 - r:.*•'�. rt.. p _ ; Z tJ J', '• 7 ..rt ; tt1. Y;~,tr.' Aru is tr >..+;:.. .'�l•'. .>r . xs-„ifi'�k {/�yt{ ;Gt-'[x 1*1Xf t .r si ._nf:.f t r ,I' ,•,E ;C- ,; .�,/ t l.;,: nit \,J,n','I-Na {t- a�. 7+7 t r I r,rt,,: • T•`..:'�:�•i' �.� �• t.r L-,' _�..,rt nxki,� Irc i,i , 'iii �1 u�. a J.,) '-' i� 5 c x, Y - :4. • 1•?�1.'.' „ I �'.�i �..,,el..__y-: -r - ,.� J�7. 4,u ;!r: i.'r :•!?I ,. (,.., 4''_� n•lt , d'f' ?,P' .:::t „• r %'i`:�. { _,„ •a l i.''Y4 An,ir , '�Td'~ M,2.. U FA,}u • `> ....✓ _ S t j{'r .,, •t ), rl 6i A:�it ;M1y,swl: ,✓y � 1 ,.,;M1! -. � ! , J^}! //t ^. _ � �t,i : ! 1 IIyK... � �t!,'S 7 S > j:j : tl , y �':. , ,r..--- .<'�:•, . 1' 1 .z' 't:'4• 1V ,.. � yy e5' C rr taiV .,.: .S ;.. 1�. t !.', 'tl�,:. f. ,. •c `�'S�z ...' '„'.' - .a ,., -"a r:,.}+, , ,:. Y't'7f;1'•4 t Va, t. FI lN. ;�4:y {. a z r,'v 1..., :r,;' r - _\ t - : .. r,. ,�.3.,.. a .. .a,r -. , 1 .. c,„.�t .. .. X4; 'k ,�• •CIC. .. r ,, , a :.:. ,. > , :: <v .r n r -�, ,,,}• ,. 1 , ., ..�� ._t - .,. �,., ,..,,rr ".: .>'�'✓ !~ar .,w .. - h rrr ,} t,! lK, ? ”-,. ,ii,1 r,,. n.` t ,,. ,"”' 1... - _. .g. .,- .,- .r..v-,.ay - *t•. , u 1..11,. ,N,.,= W �v.: :z h r r. ;,,,, ':;"h,.i F 4. ....1 y:y • / t ^ �. ,i.,,r - .•>/ ` ..:.< ,... . , r ,r 'i'l,i J:., -., - ,.. .., ;, _ f ... , :. ,, :,S`ds.,., d:•":a' .,tKt t , k 4 , .. ,. (. ��r,j .,► .. ...-..r, .n 4, _..-•r r f.. i� ;.%�. .cv, ..{.,, :. �J.. 1. }'n v.,..r., , ,. x-. `r�\�• r,' ri.,y •,ate.. ,.,-J ., d -,.7•c:• rr i,.. :.,..W,irY r” _..y. 4. n. ,;.x•. J.,, MEA. .._ , x. K 7„ . c .'.. .; , ; „ ... ,+n ;•t, a ,...r , ..a+J , .. 5.. .n ., a.;.... , _ p.- 'tl'^*- �u.•w 1 i r p' C .. �. F... ;: rc.w', 'Y ,,. :. ✓li .:.. - i ! _r�... �, ..... y. y,- t:l l ,.:. , - 1 t. r,'i! 7..y. 4 � tl: rD.l. < _ • 1 g fi', y , r, : ,. ,, ;, ,,+.. i, , , ,,, , : , r t t, t) +`,.1 ! �.•y ,,y } `"y a+ �; 'r # • �1 .y e A r ,._tL 'd,)nsbeoa'J,th,§ "a1� .tip 3 tl O :} -.. �, ., i '. frr tl ;1i, it. _ N 1• I'I r • L 'f , v !. rr � , .� '. - 'rR': :i, _: ...ye x , I f+r J "�-+✓t,%>' WOO FrIET ' .-.« r ,: • nt•./! �Pp Ga I�. -:.�,. ,J. ',.�. ,A �.:• o ! pi!,u'tn,„N.;;�=tt/;r a ^ J' � S Of + s ,.�y :`. r. ',', t , J;: r 'tl ”' ''`•. .. ,+, r (!J) .f{4 .; i ;}I-egl�cyy h \,.•. i:lS i i 1 ~+ t .S iFYc •' !t / 1 1-r tG. ', ,+... • �'.. - �.-.� ' ...,,^,•..' .. �, _.r., .1 fJ :. v� .,,: , ..< ... Jr.r..f:nr.arr\ _ .. , ! .. :: 11r.l , 1J ..lin ,1,, :: , ... t . `-....._ ....,... ii:. ;..; a.. ..+ , :' _-K•P ra , i . , .. .i... l..fiq f _,�-.-'. .t ., .. :.r. .. ,,, .x. ,. %.,.... ,.. n. . .. ,,.._."J.Ts•w+.a ,armor.. as,n• ,., '- .. .. ar. ... , n' G s,. , .., - ,. .: .. �'fr1"• � r: ....:rico.:,, i.:": ;...f. ,.}ft }it '#r v,. .. d ntf r _ r , ,:: .. •Kk. ,: L<,. , •r:, f ' ` t 1. t: ,•;. t .. -. .._. an ,at .. ,. r: ...., .. .,.: "., . ,, .r,.. ,. .... "r*,. ,.. ,, .,. x.1'. 4''.•a:, 1:,1 , �' . ..a .. ., ... :. r...r. u , ., l.R .. . . _ , ..., .e ,.- _r!,-.., 1.1.. ,... .. I . - f ::. :: ..{. ,F .l. �1 \`• xx. . F'. ' , }. 1 ..n -...r .r .... - .. :;, .•,-r .. .., ,. ,# „_,_. ,:.. .r- .. .. -. ,. ...., '-.:, ... :.. ,,-, tin, J T ... z_. ...res .. ifffl '�'r".,., ���rrSS.., l~ f --- .., :. -_.0 ,,, f•. ., .-.;: .. ,,-.': . ..-. ..::, ..., M1.,-.. 1 � r n, -1 i •,.•a fYM .. �. :. _, ._. ... r. . z,.u. • t. . , .,: _ r .. �- e. .. n., ., t ,.. a} ..f-. , ,. . -.. it ..", '. 5.. .. .,. ... ..,-. ,. I': r, .: r , , � :.�,� ` ♦, -< . ,. ,. it � r , ._..t` 1 ... .. ., M -r•- ,.-: ... .... .,.. a_a, :. � , ,,,.:.^•: ..:. : \ .'.: S. • . - - - —.., I \ ,.. :%.. -,.._ -�. ,♦r� r .,.. .o .fns .. ,._. S .. .. , .:,;� ,. , '-, :. .,,. ,._,� ..... !• - Urovlle j .. .T 7,i 'Sa{.',.�,..1 r .. .. , f. c. ,. , 4t- _ .,.. -.. . .,, e ,. ,. .:. .. ... ! . .,. .. .,,:Y.'.♦ • 5 l Y- , r<, ,. � 1 1 ,.V > -:.r.. ,. � ." ... „ r.. ,...: ...,raRl .'! t�„Zf ...��hJK I.. "r:.. .r ..._.j h.. .,,• .. .. ♦ ...; t .\„ �, � I k ,r > �. .,.,. ., s,. ..� A '. ,.. / r ,c-_ ,.....,. ,., : d.S,• .: .... . ,. •," �-' L. rr r1,l;,. •+' '0'•t,y�.. 0. .� . -,.- s : -_r__ , . _ ; 7r.,,.,.. .n�.n,, .. r. c, _..,. `- ..:.,.,e. , , " �: _ .. _ . r .. s . ". ax' a li `• 1:p 1 a. 1'. .. _ _,. ., .a ,._.. .... o-. rq.:. a.,, ...,., „ 's- f 1 ,. ";.,., .a. r. _f ,i.,:J• j i 2 t " ✓ a ... .... _�... +t :. .. V ,� ", .a i, ";'1. ,:.. .. ;., ..." ,•. -.. is., sr .. !. Er .�, � ..},, �-: .... . r. _.. ., ,`F. :. ••c .. ..:_. :. .f:' ...\rry �., r : L'. .u.. p' :�.. ,. .. t _ •: 1 ? .,. A ra. r. - .,. r ;+r. <k .: Y._ ,r,,.. .•f .., ,J' ..... ,... -,,•: .n.- ,., 1' , :.:<- _. 4...).. -..t: ... .,, ._. „_ . .,, •.: Yfz, �, -: .r.. - r Z. tyL .. `, \ �: �/ 7' p. :,. _. ,... ..tr-. -r ,.• k..r .. 1 �, l.. r,.« - •a y..-..,:4.. r. .. �4A :.:.sa... .,, .\ 4. _ ••II .... . r ,d: n .l ,. r1 ... :,1 , ., .. -,.: 1 • `.'4 , .,-L", �. ..... T: r ,. ,�„ _M1 -:. rY+.?, b. ..f lt. ,�tt• ,.,..5':L.•. . ... '., ..., ..:-.F5..7r_r. ;-.. ,n,,.. ..:, .. ... 7., n. .+., V-: !!' , „,- F,.,, 1 , af. ..... i .. _.8, _..a-v..a.4r2. fl ,.:,. �. u. ..,. .. :, n. - .�. : Y. ... ,r. f ... .a .} ..,. r. .1, to ':... ... 17— . -: ... :i J55 ,.. It C. r-tl .,d i1(:.Y ��/j��: .: .� ... ^•-;>•t .. ,.. „ r y t .w. .:, h i. ..i�. s �E. C. > I. ..., , .. f... .r•. .J_ -v. .. J. a .d, n,•w: v- .,,, ,., l.r.. ,'� /-' • i;. .. .. _ -.. .' A,-! rs.1., ,ns. ,-.. .. J x.. ,. .. ,. .n'4.:, - ,. .na ..•:.... •.n-. ,�. .., ': :.y.: lt•` .i.. ..:,. � . ,.,r n ,, 'nrw ,,, , ... .... .. ,.:.A. , h <r, = i rv:' t:,� ••-y ,:•. - ,. .._... .. .. A.h i. 1. �- +<s:'•i ,. -.t ..�" ,, J":: ,., v..,.i :'lr a" :h'! J. '�•.` ,,,. ., r :.r a ; � , _ •. , 1 t Q �� : C (1, .:, + • •E .,.. .,...:. -. a. r:. .. .. y.- r'r'�!wil£,Mtrf: a, •••hf . t.:'P,' f, .: n... .r". :.:F "si � :'. * r� J,#. f .. , r4 ,:ia.. '> ': o- ,: .",. „!1•rtx•nw`kxkr � „ . c: �. ,r.. y` # .,.: .x .. < „ REGIONAL MAP >i► ' r«., _ ,�: .,,.. y :...• �a S'`6 f'{.-J„s ;Cc' .:.,I! {.,,.,, a. ,A.,. , I . r,� f •=k N ;, b - .. , „ J.," 4cw: •�..• �: �bl. r: ,.:_: }.f 'MG,.:W .,'' �r,rt , •.yy.a... js - ."•1'. �,. • + L ,111 : a:, -i.', .,..sr _1. ,'`.,'t�.r'::'�:, ?dyMinl`hr•7f5= t _^'•�,�„-�' ,, :�ra,p a } „rr,..' \'moi �.. - _, _., - �Y�r,•y.°,� i:.__ 4:1.. ^•",}:i .:•x•�w:r�+a rii ta+W rref '\? „ ��� / � _.,. .• ,a ,.;; �>�:< '� 'x- rr'a F° -Js,=jP ,t�jl�:•%" , �. ` c1 . �.. . r� � 4�{:rk,^,;� �.,r ` r::r > t t . ; ;� y,;l, ,. 1tir$ . �t , <.� S f,' i 1'! Z tc •, � \ , -," t n -,, ...,< .•4.,1G.�. .,i,b:.:=: .•'` - t -.,'q" a.. ' ':_,.: :+a,• , 1 P,A,:7FtR:�Nk' ..�.. '��± r,.. :..,, ...,,k..{,.,rJ:. ;� ,:'•sTa'+rs_f;�,.'� ,r.,^'a,+.v. - C. �t:'Y?,+a•�,�.i7S+LYa7uRMszt r E , XIS TIN G Are t F :'x. " t h.arG„`,:+ry rt;.. ,•� "A,: 1 :a::• .- � r ', I{{ • .1 ,. r+ .- 7 VMD t tl r Q • ..-:i -• VKt r;i n..•E:°? , ,v L: • '•Jf:J -_ tl J\i.\,,`�5,\, •i tl100, a(Aiy r. In t9j, ” Y4 J :Yv,, ^I , p t •, t,+ I t 1 tl .. .. • !n•y �.,. � r �; ,,. .,.,, 3.: Y f }(+•q) 0 ( ,.,t'.'�,,,,�..�t�/1y � 10-1 . N G i'I a A p p C. �q � � u •amr 'E ,, . j E ' ••- ::w �-. i \ ., 4 1!f ':: •i R< ' ,•r: C 0 � . I � I.. , �?., _. ,rr n. ,,,.,, Y,l,.,.,... ,y iLv! ,,• 9. .,.� ;a: _„` �,• °v Q� r \Q1� tt�`, < a D rop N C „ n '. :, , .. - ,. .. •...tar ,>., ;. /'�:5� 7 .:: '• I �:. ',',S; .m Q ff -, -Ilt •-c.,,. . ,r ;:'�,.}. PQ: , f`,.�.. �i f. �Kl•.' � 'yii:. 171 :'r., ,>, \:, c .✓,u.,., k iiS .:'1J✓G+¢ ,MA ..kY f1:{ '. �. t.f ,. ,.-.i)!.� yhita .5. .+ J` l :. .,:, , ..• � .. r _ ,.. - y.” . .._, : -., a -n• i ... ., ., \. 1 1. i-... .,l l r k / . S 1. I+ \ : �,�'.' - -y ,: , .. l.. - ? L ,. 4,i. n .w',r nom, .Cr .n ' ... ' :1�. -.: '\ r J<. Rn, ..i:. r.a 1 /IR: x F•.L ,,1 •■ 't r, „� � a�. •. n. - r.> t.,.l., fi : In 4. ....,..wr.. " ,. ,?4 ., rc ., 4J,. ,:. •.i � .. i- \4v:z .5,. , •.:",• an, .r . y ro•:1 ..,.4.,;:•'-JJk':......: '4. �,!• 1+:•:. ,.,. • I e 4.., ,.L. :,, ',`tYr,. ik. .>ttf ... 4, 1.,141 ,•Q-, ..i ,fl.v '',Vh rtz`, ': f.. i e, ,:,t,f 1. ,. P: .i: J: -1.. tf.. .ar. . ti!' �<yr,' t 'l`z w,i...r..:,, a., Y' v,..r n st 4� .. , ,:.,,, :. ,. '. S , . „ ._•,, ....t. ,. .4.,a:v,L ... _ ,..) 1. R.._ (,,. . �r� :,,.-, / - ..-.I' ... .. _, vt'r,,\. r. >.� J $ a ns r r . +sa' t ar. u. s r !, ., .. ,... ,3 � ...:; 't ..,r�✓_r�F 1., C a.�-r..�E' PROJECT NQ 7242 0. BIT G F P, PROD C ''(' .'G. t .i.. _. ,. . .> ... .. .a✓ tr' ... u. ,:.: 5..: .�., .1 !. ...: ...la r .rr,.. ,. .P.. :A, .t. ..i_,,. EXHIBIT G, C o T IS DR G S: 'A PART r N N AW:IN 1 !. ., , r.. t. ,..::h. M ,.,..,. , t'l. ,S p.., - b1..r :o..4; tl .y, ,.I i':1>1,• t/ lC'.. GE E MAGE BY 7 F .: ,� • ,. n ..; r 4 •.. n ';r t,t ;, r t ,: ....�. r �/' APPLICATIQIV FDR. LI $ r •.. 1 �t s .7 I l g g :,, -- .r,:+• ,-,! .,, , ,. r ,t n >. ,, . ,_ N- qj,V . E S>a-- DA OF APR. l 4 NO R3IGNED TNI, X yy t rT1- y.rr+ ,.. r :::, K. •� ! ::•.,:. wr•.r ti.:w �a _. :_ •., > -, n n. -:p s f i, fq" n• .i. �:arr�y w r„w, �, , '•'♦r✓ c- '�7J 'Yfi t %fit �', , , .. ,. 1 •• 1,»'�► �y •`. � �,1, C7 �l'•l�c.; R,t�� c y `.'-','f -''y, 't•!.1..:;.r�' r>, - .,,. tl , X. f ... ..:.: (tory Y r p, P, .� A (� �A>,, � •� r t�1:*h`w f,.u�i }: � =r, , ,�t�,tl N �tSdr f r�:-1) tl •,,4, ' � � .,:' .ate:, , :,-s .,,.,1 �•, :::i �. t:J'. ,.; ,i ;A.: ..r� if )1 ,M `' '#�`:; ". t - :�1:` a, a i:r,'., AV F, is A .b:• _ i t , t, •; Rm 5 ANGELES }o E L V 1 M N IT E LON CO MU ICATIONS NCy?,, .:.,m4:..,O nd. , CNllorrilss • !I l� - _ i ,.;,.. -r. ,,. \ .,ya . ,,,, .7>r. '„• , .,', is"' t �n .r\ef�`'' � ,•:. ,3.... �'';t- 1 N '' i ' ,'!' - :. , . ,, �'•. 'rt "Ia. c i 1, 7 'Ly - 'ta .. f " , _ . )-tr+✓ „�, \ b':: 6 , ,,., , „! dIt ,ta1r, F ,rx^'`'�<Y'> :1 .,. i J ti.', oA� �. �, N OIE. 1� A p� p 1/ A y >fA I\HI`dP111,/'C �, A' .. .. ,.. _ � ,/., A f.,--:. 1S .,,:,. t If::: v{ a -.:, �',.. ",76 '[n.: '1}, .J4\ J. _ `tZ�tl:•. �.. .1 ... ....., ;; , a r �: , , r J ' Via:; t, is _ F �. , ,�:J'•PROJECT , 0 .._,F;<w.,,, '• :r .. ,,.' '.,, ,#,!t,.;, HYDROELECTRIC ., �fay 1 , 4f i .:..` v,.,,,•. .q , .,/FsM li%a..d' urjx :?i,... t-i`,`in+4r""- r ,i, a-, "' �.>. t:.... ..;. b. 1 ,a" _,> .,r. I. ,. ,•J �! _ .... i.- f t. 1.t \+\t,, Sucker Run Creek - rR>\ t"lad.!'.0 t - n•:, 'v -. -.4 ' '1✓:_ I #1Y. K !.:,t :'.'•' .'v S `' ,;i q Jr.!�sna,'•.1 _ J tl. -.,., 5 --Y,e _- ... -, \.> ..�. y„ n,`?1 •., , r„{�,Y,, t tb 11 _. 1 ' California 4' : x - > • .,, <. d r .G, , _ t -a f,, FLIeGac'a1i��' ,,,°r�ll BuIU CoU4 9t .7' E !J, ,).'Ckh 1 b+r J V 7fw �.�•:a : 5 1 • "J,\ 1 e \}.. It\\ \ / :: t:,.6+• r+ !r 7tlrs, rr,fa .•+.,. ..T. r,^I {;;, r, a J,J,, �r1,..z, HYDROELECTRIC + ,.. , ,, t,n.. ,., t�;>^. �� Ypx C, :,`�,�..c: •.Ir'{,.<. B '•t POWER ENGINEERS A r'K 0 g ti C •Y t...t,,.. r;' �, '. t' inl .N.r. g. ) qrl, :b” 7 st..;t, ,ty.•, :.,.'1 ... '•�'r''^' att;a ,':l.t �.tl- ,�hi�\�4,1�.1�•� Woodtld ::C.illoinis {'•. (, , >,F ,, ,,� ;.y1�,.i>, �;.+ `� ii�"•' `'^'+ t 4�ti�'��i�`+`ti•. F.bruary 1984 Shcefi .. ' 'i"_ a .:- _,,;, r,�. a # � ,. .j;t •` °.. ^ d l t2; t 1 \\q�' � v,.l, 5tttic oA Showq 101 1 28 a, aw t, 3,3 3 E- w ` .. ---- — �. _ . tl_ — •hr�+.i•,..,wrwrwri ._._. d ��. �,.,..._ w`t.:.e......_._ 34 M , ..._....-. .-,. ,, ::..„,.., .4,.-,,,: r ,-,. Y' ,:a.:a...,.,..t .,.-.,"ncx,:.n^yae ,p..asarr +` •-' _ ,,.t t 3S �, ,; ;; I L M L;,: �� ,I Iil I)I I�i :III II.I II•,! lIi III `fII I i i I SLI III I` I I I` I I II1° I L' i r , n, ' _ ,; A: I—V -�• a 33 (b) Dam Embankment Foundation and_Cutoff Trench The entire area to be occupied by the foundation of * the dam shall be stripped to material having strength parameters equal to or greater .'than those requaredof the embankment material. i The cutoff shall be excavated to impervious, moderately weathered rock. (c) ejLiwav 8xcavation for spillway includes all excavation required for the approach channel, spillway crest, and spillway r d.ischaxge channel. (d) concrete Structure Foundations The foundations for all concrete structures skull be excavated to firm weathered bedrock: Overexea;vatian shall be replaced with concrete backfill as specified in Section 9(e)(2). (e) Outlet Conduit Trench The trench in which the conduit is to be 1,id`or don- sta;ucted shall be carefully eXcavated to the established, lines and grades;shown on the drawings, or as revised and approved by the"engineer, to provide a firM, uniform, and unyielding foundation for the entire ,length of 'the conduit. The alignment and grade of the outset conduit` «� shall be selected so as to cross, the embaMkmen>: cutoff 33 "r tj ;1 trench at or below the trench bottom. if the charac- teristics of the foundation at any point are such I. that they might cause unequal settlement or provide f unequal boating or are otherwise unsuitable for a foundation, thea the unsatisfactory materials $hall � be; .removed to such depth as may be directed by the engineer.. The unsuitable materials shall be replaced with backfill concrete as specified in Section `9(e) (2) . (f) Utilization of Excavated Materials It is the intent of these specifications that all required excavation suitable for embankment shall be �+ utilized in the permanent construction. Suitable materials shall be excavated separately from the 4 materials to:be wasted. The suitable materials shall � ?ae segregated by loads during the excavation opera-- tions and shall be placed in the designated final locations directly from excavation. Excavated. materials, if any, which are unsuitable for, or i koxcessi of, dam embankment or other construction, require - mems, shall ,be disposed of within the vicinity as directed. Waste areas shall beleft 'reasanably smooth and shall 'e sloped to drain. a, (q) Borrow excavation �, ctetal., obtained from Except for ut ili matic�n of m required excavation, as herein specified and shown on: 34 4 (b) Materials -+� Embankments aria to be constructed of suitable earth +� or rock materials obtained from borrow areas, cutoff trench, spillway and other .required excavations, It ,61' is the intention of these specifications to use the es most suitable materia s obtainable from these sources without special processing. Materials containing M brush:, root, sod; or 'other perishable materials will not be considered suitable. The suitability of materials shall be subject to approval, and the disposition of materials in the embankment will be as directed by the engineer. The contractor shall excavate at the. loca- tions.direc ed by the engineer whenever .such control t is necessary to obtain the type of material required for the embankment: Blending :of materials by the 4 excavation process .in the barrow area may be required.` (c) Foundation Preparation After clearing and stripping has been completed as specified, earth foundations shall be prepared as follows. The s"ides of stump holes; test pits, and other, similar' cavities or depressions Shall <ba broken., down, where so directed, so as to flatten gout the slopes;° and'the Y• sides ' of the cut or hole shall be scarified to provide ^y bond between the foundation material and the fill. 3 7` 38 F, FA7 whore directed. t'Aless otherwise directed, each ' depression shall be'filled with properly moisture- conditioned impervious materials. the fill sha7I be placed in layers and 'compacted in accordance with the applicable provisions of this section. Materials which:. cannot be compacted by roller equipment because of inadequate clearances shall be spread in 4--inch-thick layers and each ,layer shall be compacted with power tampers to the required density of the contiguous com- pacted materials. After filling of depressions, and immediately prior to Placement of co in , the embankment,; the embankment foundation, q exc7.udxn the cutoff drench foundation andbedrock foundations, i shall be scarified to a depth of 3 inches. � After removal of rootsar other debris turned up in the process of scarification, the entire surface of the embankment foundationmaterial,shall be moisture conditioned and compacted in accordan oe ,with t'he appl - cable provisions of Sections 6(e) and; pla----,.cem- nt No fill shall be placed on any part of the embariitment foundation until the area to be cowered had been inspected and approved The'distribu ion cif materials shall be such that the embank -men t will be free from lenses; packets, streaks, and layers of knater al diff ring 38 substantially in texture or gradation from the } f 7. Underdrains (a)' Genera The contractor shallfurnish all rti IteriaJ s and liber required fax installing the drainage. bl4pket, toes drain, drains, perforated,,und.erdraih pipes, and terminal pipe as shown on the drawings, (b) pi e The kind of perforated pipe u,nderdrain to., be installed shall be at the option of the contractor, but: shall 'I consist of one of the followiti types (or oi:,zer non - Metallic types) as approv�30 by ;the er,,gineer, Asbestos -Cement perfo;Vated.underdrain pipe shallconformto ASTM, 0508, Type II. Perforated clay pipe shall conrQrrn to ASTM C-700, extra strdngth: Perforated concrete pipe shall ,conform to, ASTM C-4440 TyPe 1: and to., ASTM' C-14, Class I,. (c) Terminal Pipe The terminal pipe shall b oL of the same material es the und,erdira ft pipe, except that i't shall no.t. be Perforated: Pe meab�le Mate�ral Permeable material foruse iii bacfi llint� ',tren�hos; under, ground, and over, iundo�rdx,a risp na ermea le material for drain blankets; riptap bQdding, er other subdrainage puarposes shall conss.t of hard, dural�,le,: 41 clean sand, gravel, or crushed stone and shall be r. free from organic material, clay balls, ox other deleterious substances. The percentage composition by weight of permeable ,. material in-place shall conform to the fallowing ; gradings when determined by ASTM D -422s Sieve ;Size Percentage_Pas sing 1' inch 90-100 No. 50 4-10 k No. 100 1.4 ., No. '.7.00 0-3; ti• (e) installing Underdrains Trenches for underdrains shall be excavated, the pipe rmeabl� installed, and the trench backfilled with pee r " material according tothe dimensions and ,details ' shown on the drawings: Permeable drain material, shall `be placed and ;compacted thoroughly 'wet: Perforated pipes shall be,laid 'with' the perforations a down. n P'e:rmeablo drain material shall be compacted an, layers a. not exceeding 6 inches ]ay at 1 ast three passes of a heavy-duty, vibrating baseplate compactor weighing no less than 200p. utinds, and: having a Vibration frequency g of no less than 10600 cydles per minute." Extreme care 43 4 t5� (gid) Bedding WF Bedding to 3 material shall conform: Section l(d); "Permeable Material.". Bedding, material ,shall be com- i pacted in layers not exceeding 10 inches in loose thickness by at .least three cvverates of the tread of t a vs tractor weighing at least 340500p bunds. Bedding 1 material within 5 feet, of structures shall be compacted in Layers hot exceeding 6 inches in loose thickness i - by hand-held power tampers. Bedding material shall be placed and compacted thoroughly wet. The compaction and/ox altercate methods of compaction shall be f subject to the approval of the engineer: C (e) Ihstalling Ri ra �— p, j The riprap need ;not be compacted, but shall be placed _ to grade in a manner to insure that the larger rock fragments a're uniformly distributed, and the smaller rock fragments serve to fill the spaces 'between the larger rock fragments so as to result in well. -keyed, densely placed, uniform layers of riprap of the specified thickness. Band placing will be required onlyto the: ext ent necessary to secure the results'' specified above MR 45 tj 9. Concrete Structures- (a) Thecontractor shall furnish or procure all, materials' ! and labor 'requ red for constructing all; the concrete structures, including the spillway'sill and intake structure, to the lines and grades shown on the drawings. Excavation shall be: as specified its Section 4(c)', (d) end (e), (b) Composition Concrete shall Meet the requirements of ASTM C-94 i pecifications, ry (c) Cement 7 The cement used for ,all concrete structures shall be k E ASTM C�l5Q, PortlandCement Type ' x YP �. (d) Aggregates 31 All .concrete aggregate shall tae from proven sources '{ of materials not reactive to alkali or sulfates, with, rnaXiMUM site particles passing J'-inch-square opening. Aggtegates shall conform to ASTM C-33, (e) Strength and Consistency k (l) Structural: Concrete minimum 28-clay test, 3,000- pound-per-6quare"inch- compression with S incl r slump maximum.' (2) Backfill Con arate �-�- shal ] contain not less than . fqur 94, ound SaCyCS p of Tlpe II` Portland Cement Ilk 46 e! 48 5'0 ■ r All fresh concrete shall be: adequately protected from damage by construction equipment. 10. outlet:. conduit .= (a) General' The contractor shall furnish all materials and labor required for installing or placing the outlet conduit to the lines and grades shown on the drawings. The out- let,conduit sha.11 be either precast reinforced concrete pipe or cast --in-place reinforced concrete pipe at the j contractor's option. ,However, only one type will be allowed throughout the work. Conduit trench excavation shall be as specified in Section 4(e), "Outlet Conduit Trench". Outlet conduit bedding and/or encasement. concrete shall be planed in the trench without forming. (k�') Alignment The conduit-a]ijnment shown on the drawings is only approximate.The final alignment is to be determined in the!Field after the embankment foundation has been stripped and after the cutoff trench, has been excavated. The conduit shall be located on native, undisturbed,, competent material, as determined by the engineer: (c) Precasts Reinforced Concrete Pipe �» Precast reinforced concrete pipe sh611 be of the class shownon the drawings .and shall. -conform to ASTM C-76. Cement shall conform to ASTM C-1.50, Type tT. The pipe 51 { ' of''water-tightness and have seating heads equal: to i �i or in excess of, the heads shown on the drawings. n [ The seating head ;shall. be the vertical distance from the centerline of the gate opening to the maximum water surface. The gates shall have a flatback design$ and bronze ¢` seats, rising stem, galvanized assembly, bolts, q-aiva� nixed anchor bolts, and galvanized frame. (b) Gate Stem a_ The gate stems shall be naval bronze and cold rolled steel, as shown on the drawingsf ulth cold drawn o steel stem splices, as recommended oy the manufacturer, 0) Gate Lift The gate lift shall be manually operated, and shall be sized to operate. the gate with a pull of not more than 40 pounds$ when raising or' lowering 'the date under maximum operain9 head. The lift nuts shall. be bronze, and the Anchor bolts ahall:be galvanized.' d The oil seals shall be as recommended' by the manufacturer. (e �rashrack } Trashraoks Sboll'aons ilgt,, of galvanized, structural. -. steel members,, fabricated end installed] i accordance 54 w i lF/Jit i i}.., Yf YYyYn`��yt ��na rs,9 y.+ t�A may. t`���ir9f+i5''.`A,r�3d1��7119W��U���A1��d�Y11..b1r�.LYq. '1 t6; Pu1?j.ic Worlts T.rivirc;,vmental (lealth, Piro Dept./CDF, Sheriff's Department, PR' OM: Pla1111;1 ng Depaxtmeut SueJSCT Crime %ana;,a Recroativ,nal. LO,ke w Use Permit for TCT Development Co Deco,,,uber 21, In,- Pl.eaae-, review the atvmhed initial Study checklist and, ,;in sonic, cases, your ;pri.ol• comments>pertai.ni,ng to the small,hyd•ro pXopOSl On 1;A$ :i'] CEa: �. We aoUld �app.r itu rea.eaving 'your wri,�t�ten comments, i� any, by a"•an•uary ii, 19$4. SAS : l_k Attachemntos Y TELEVISION COMM UN I C A T I'O N 5 «d9YNFV�«tib«�`ll� F�� w-5501 PHONE (41t) I N C 0 R P 0 it AT E D 0.6. Box 629` CRINpA, CALIFORNIA 04603 December 22, 1983 Mr. Robert J. Bainbridge E: CA-05,9 Redding Area Manager CA--8772 Bureau of Land Management 2800, 355 Hemsted br, Redding, CA' 96002 Dear Mr. Bainbridge; n With reference to the above numbered road right of way, x Would like. to request that this permit be M6dif.ied to allow year arounduse; We are applying for a Federal Energy Regulatory Commission permit to build and operate a hydroelectric Power plant on our property, and as such the various - government agencies who will have jurisdicction over _ this use wi13, have to have -year around access to our i property. please advise us of any necessary requirements in order to complete this ammendmoftt« Sincerely,, Dick $pigh,t 1i cc: ^Sto hen Streeter, . , Butte Count planning 1 anri ing Jams Veer.kamp �f As requested, the Department of Fish and Game has reviewed the report "Predicted TemperatUres and Fish Adaptability for Camp Kanaka Reservoir's and has the fallow MINASIAN, MINASIAN, MINASIAN; SPRUANCE, BARER MEITM ATTORNEYS, AT LAW yN TELEVISION � COMMUNICATIONS PHONE (415)254,r0691 I N C O R P O R A T E D P.O. BOX 620 { ORINDA, CALIFORNIA 94563 t, January 25, 1984 Mr. Stephen Streeter Butte County Planning Commission 7 County Center Lr,, Oroville, CA 95965 Dear Mr. Streeter with respect to the attached letter from Lleffrey A. Meith representing OWlb, we have the following comments:_ 1) Since this lake: and application is in no way connected with the hydroelectric project] we will not comment on any - interrelationshi.p. 2) Out application (#27289) was tiled with the State Water Resources Control, Board two years ago. After completing studies for the California Department of Fish and Game, parks and Rt.cre- 4ation, and the Bureau of Reclamation, all protests were dropped i under specific terms. f We will not impact any water rights above or below our properly and We expect to receive o�zr water right shortly. 3) We will not 'be 'l stalling improvements that will require a sanitation system. This would indlude`our storage cabin. 4) Tf OWID wishes to submit a stipulation agreement for our c�onsiceratian, it. i ` incumbent on them to forward such a docurent= To date, we know of no such document'o please advise us if We can be of fu, tthex'assrstanc0 Sincerely, Dick Spigh j RDS:lj A (Ju"f'fe Ca, Plaiinip� Ccrnm. enc . cc7effrey A � Meithil� r� �Q .. No tifioatioli U-111 lVo• Pae I of 2 �lIDINIG STRE ANI G 'LAU, ALTERAT)(ON AGREEly LNT 11 PROPOSU�J r "1` I S AGRL;T'i,1i"NTj entered into between the Stale of Californin, Departtneiil of Fish and C�amo, ': 6 % horefnaftcr called the Dehstrhricnt, n6l.4 x it�s�-CG ttr>ur is inn n� - ltereinnEtcr called tile ol�eratoi,_'is tts follows: of _gr�d� , State of, _.Ga1! C -s r- a--.-� �f 'tVFIMAS, pinsuant to Section —1,6-M_- of California ]risb anti Came Cocle, the operator, on ; } the -4—,- day of 3E�nuax --- ---u, 1.9-84-, notified (lie Department lint 11(' !ntend$ to substantially divert' ' Or obiteuct the natural flow of, or substantially change the bed, channel, or bank of, or tlsa material from the , stranlbcd of, tlio fohowflll; tivatcl-; �at�cicr,—mix-C.t:�!Ic , irr :Eha Gou'Ily of , . State of California, S� ?? r. �1—•- Y � �--' WHEREAS, The Department (represented lids n]ade an fnspcotion r of subject,area on tile - 24 »-- day of 19.883 _, antl) leas t1ttermiried th1t,°I`'° such operations ]],rty snbstn4ttially adyersely affect emisting 0.0i laid: wildlife l esources incluctfil(;: i'I TtI I (Jtila, ltic el)all'tr]lent here']j� pro AOtit'� 1110m lro to protectfish and wildlife (hiring' the operator's'( `x wofl6 Tile' operator hereby agecel to accept tiles following, recoll]nieiitlati0liS ao 1]art i)f his wolki Niumbers t 'j P T froln the list of re" :Q1111T1eliZlitll0n$'t)R tl]G'1 back of this pago and the �lo%ving special rocommend"Al'olisi 1. All, work in or near thestream, or lalw shall be confined to. the period OW—seas ona1 ]~Leat.-- 2.— 811 r.1 3>:-S�k1�.1-,lt}i1c1E4rit t n f ii i c �_�gC amen .�rS'�,1i Clr_uhc . I iy CO0y- Of t ,.,. .,1 .- 1t4'il_Ok.tf�X�cof-ej�]�4i���i� .�ltii 1 r1Q�ul °�'lilace ...1T1R-�l�. s3���., Ij 4 <-D charg -f r�4a lbw isra ila - r�i]ri l=ies alai L t �i� �t� t�ta ink- s r. o her t eta e- r -ea a Dazs a 7 ow l- %�o-c]il ll i -Lize-err ek- 5,�wr- or-40� t aW;,ar:..3-r-]r9 4- ] -r i to dareas_s1�a17 _la it �h; ; rr _hc� rev ni:� �-lad-•-Uiar���vtat:o�Sha:L.1..-:be..re��co�t�l--wii:h�cia.ha..v�.p].�t.::,Sp�cY.�....ua7�aahl�.::tr�.�i,1�i�.b� •: ,• .�..F.�t�ttuv�c�-�io�?� skt<�:L�.--ksc�-•t�uk�t`•c.-wa..th�nu�.cla.:a+r...ntl7ex �r�:��l-ite...r.�5r-�•�.11�..��= �.xu�s--•moon-ase-apt:��aial-e�`tax�wi=1�-v��ls..�.�: a;t:aj-w'--rwi-ar,-ttz-- , G: -C el�at a T slis3 larq + ss t c i lig- rp et#t sii;nmLt7>i_�i as tmeatr persc4neL Who �ttl��-�vf:str-bp-tn�ke-ti•�c�nn�x:3.�isL��t:s.an-�ak-.--t:l�o�r-c���rlr. --•� ---�,�--==�nt:i-t�uea�-Wim•-i���,�--� �;�� �C • If the operator's work changes from that stated 119 the tlotihcadon Spec d above, this ngeeemellt Is. vita t."i r . p " lure to c6injily longer Valid and �11 aces ]iotifiLdtitlli Sl]itll hC subinlltctl to f111 l�e �)art117Cl1t Of Fish r�llfl �ial]le, Lai . Nvith the. provlslonS of 045 4 greenient ai,id with other ,po ilnent C,We �8ecifons, ilicluding blit' 'llot If nited to . Fi0i and Goino Cod So, ctions 5050, 56512 and 5045, may result ;11 prosecution. ng in this ar;rceinontluthoriv.ts tllo operator .to trespass oil aiiy land or property, 110r dclos it_relie,"o' .110 operatol of respolisibility for Conipfii eco 1x401 al9plir�i4hlo fcdrral{ statpP or, local laws or ordinanees.'A. con surnillated agrccl lent dooz titil ttcocsserilsr,constittlta Dcpartnieilt of 11,0vand Game endorsement of the proposal Operation,. Or aSSin•o the DepartmarL1S corcurrwoo wfih permits rettlliredlfrom Other agellcles" � k This agrealiientl�eeQtnes ,e[feolfvo`on „ .Dahl-ganti jvrininates r --5tn ~1 1. 01jerator R 77op,trlment itepr(+sc,Ylntivn Titl - "ti le tdtG'>a4�l�t@l3x�iogit a �1 itlifltttion�� ` Department or Vis 11 and Came, Mate of., Califorrtlii Date d't(' in.ocettoo was IHS( lnntle, atvss cull V OW5 witlitn tinrol]dwsc$4 � � �:. .• F6 1000 lf,ir'al d „ J � . (CA�O59) CA 8772 - 2800 r Butte Vic, pf mnlnq CM10 SI. rE iIN FE s 1 ¢fro wol CAk-AL,% Richard Spight p 0. Box 629 OrindaO California 94562 Dear Mr. 5piht: On January 160 1984, Howard Matzat and Gary Mullett of this office slid aI compliance check on your road'for a determination of suitability for year»round use as requested in your December 22, 19832 'letter. 'rho Ouveau i of Land Management will authorize and amend your richt-of-way for year. ' round use for vehicles with a gross weight of less than 21 tons, after the G following culvert repairs are innde: 1-,Pipe 11 (1811) r Dig catch.basin; remove damaged end section. s ZO Pipe #4 (24") - Tighten or reo ace•coupler band, Jack out: large dent;` 3. Pipe #5 (24") - 'field plate to cover hole in culvert. d. Pipe #a (2411),- Open pipe; dig lay-ger catch ,basin. _ Prior to authorizing all-weather use for heavy vehicles' (greater than ton)„ the following must be done in addition to the paragraph'abov *. I. Pipe #4 Requires deeper installation, 1211 cover required over pipe. twF' 2 Pipe #6 - Requires deeper installation, 1.211 cover required over pipe: 0 Pipe, 09 and j/10- Recompact around pipes, 4. Pipe #11 , Rogvires deeper nstaTlatiori 1211 cover required aver pipe. Please contact us when you are ready for an Inspoction: 'S -IY; yours, e^ 1 Robert J. 8ainbridryo• Area Manager ct: Butte, County planning Dept. r ":;f ._ .,.:. �.w,' y��,s,� .a'�t� x � ..'�aaxwcare�u�w,.fw�wd!J4.',u.,�ay;wp. �,-..... �..-s �a�n,Y�' 1 r.�Z...��;. . i...-. .,w-tom:-Y:1)ttt�+-y�+�'$Ph!�c: :,�"'�`�'w�}�e�,,...ac `. , NsY�.t�r1' ,- ,. ,__. .,_. _....—.. .__....-_.__�....-,..we.wL•www�wa. woo u,r+yirz.r BUTTE COUNTY PLANKING tomMlssiollq r. NOT! Ch OF PUBVI C FOHAR CNG Notice is hereby given by the Butte 'County Plai ni,ng Commission that public hearings will. be held on Thursday,. February 16, 198 4, iaa Clic Butte County Board of Supervisors, Room, A.dmini.stratian Center, 25 County Center Drive, Oroville, California, regarding the i"ollowIng r items at the following ti.ntes : IMSONNWHICH A NtGATIVB DECLARATION RIWARSTNTFN4N AL r 1 INIPACT HIAS BEEN RF;CMNIN-MNDBD 9:00 p.m. Television Communications, Inc. (TCT) Use Permit to allow z , the ccnC, tr`uction of 7 50 acre foot: rocroati.ona.l lake and a 24 root by 24 ;Foot cabin on property zoned FR-160(Pootbi,ll Rccreat:ional, 160 acre parcels) 'located on Sucker Run, tributary to South Fork of the Veatlicr River, a.pproxilitatoly 1 mile southeast o:f intersection of Ponderosa Way and Lumpki;n Road, off Ponderosa Way, Feather Falls, identifi.ed, as AP 71-23-01. 9 X45 pint. Clay Fr. Gw n or, Cenoval Plan Amendment front Grazing, and: Opef Land to Con►mcrcial, and Rezone treat A-160' (Agricultural, ilt 9 acre parcels) to C -C (Community, Cotmnexc:iai), on property located on :the southeast corner of Clark Road and Dilrhnm-Pentz ;Road, i.dezttifi.ed as a. 'portion of AP 41-12-76, more particttlaxly described as; Being, a portio -ca of the west lialf o;f' Section 27, Township 21; North, Ranee 3 East, MDUMs and being more P anti cularl: described a;s follows, Beginning at the intersecti,oa� of the easterly right-of-way line o>f. Clark Road w,.th tl-e so thorly right-of-way line of DuxhaTit-Pea tc Road; th nce following along Isaid, southerly boundary lane of DUrhattt-Pentz Road easterly :Cor 467 ;feet; t17e?1cc southerly, parallel to said easterly boundary line Of �;f Clark Road ,for 67 :f=eet; thence wastotly, parallel to sni.cl sot.:tltorly bouxidaxy l :iio of Durham-Pentz Road for 407 feet to a point located :1111 said easterly boundaxy lilac of CJ.ark Road•„ thogi•► a RolloYvjjjg along said eastetqy bounclary lines northorly :for 467 :feet to said point Of beg:i!nni.xt and co�tainiXYg 5 arrots mare or 1es5, a.pproXilttntel.y 10" miles north of Orov;lllo. The a 1) ov c t of t•` 7 1 1C _l _»t.�?.l-C?C d 3 l Tal i.cat:iaatg, yrta,ps .a,;rrd rtegativc re�aorts'are' on ;file and ava,*1411)1,0for' ptdbl,'ic Viewing at tlto ;tf -ice of the B'u'tte County 113annan Department, 7" Cot.tt ty, Center, Dv"Lve, Oro,Ville , C"Alfornil BUTTE COVNi'Y PLANNING COMMISSION i3 . A. 1CIRVIT R DTR1,-;CTOR', O1; PL NNINC 'Co e pul)li.shed, ill the Orova.11a Merc11lily 0 11 ebri7ry' e,Y��jj!! 71-23-01 71-23,-7. 71»23-0 0. P. Rorning So. Pacific Land Co . N Dt, AJ . .X. film' 231.8 5,.6th Street So. FAC Bldg. ] Afar. P1. � 960 Terrace Dr. Lubbor.K, TX 79412 San Franc:i.sco,' Ca. 94100 Los Altos, C'a',,. i 71»;23-1U 71-23-12 1 71 -23»],;5 1 N. J. F, R. A; Wirtz � I " Graig 17. Matt l Robert Dickinson G Buckeye Avenue 2849 N 118th St. Box 100E Oakland,' C.A. 94618 Wauwatosa, W1 53222 1 Crystal Bay, NV 89402 Y 71-'23»22 .r 71»23-23 71-23-23 i Martin D. Amelung- 1211 Batson,, Dr. °+ 71-23-24 ) � R. G. & B. I;'. Baltzley 4949 Clayton Rd. Charleston APB, SC29404 µ1 *y Concord, Ca. 94521 t. .,i. 71-23-24 71-23-25 71i -7.1-18 W F S. Satterwhite A 7. B & N. L. peeves jolint B. Peabody Box 1233 I -IQ 3AF APO New'York, NY 09127 f 2868 Foxtna Rd. Yuba City',, Ca. 95991 I Bot 11 Porbestown, Ca. 95941 71-0645, 71-14-22 71»14-21 +� 71-14-23 Jwman Wheeler I 20000 CI artersdCtson r P.OJyBo;xI1543 1350xArleenQAve. Sav togao Ca. 95070 heather Falls, Ca. 9594CI ! Sunnyvale, Cis. 94'087 1 ,.A `CCI Do -vel. Co, P. 0. Box 629 r Ox9.nda, CA 91) 563 1 t • � 1�1" i t ) f r r E NILE NO.: AP 71-23-4--l" �a � ii TO: BUTTE COUNTY PLANNING COMMISSION STAFF- FINDINCS - February 16 l984 APPLICANT: TCI Dovelopment Company, Inc. OWNER; Sarno RTQUE;STr; Use Permit to allow the canstrucrJon of a 50 acre -:foot recreational lake,, A 24' x 24' cabin -is to be constructed as well. AP Nb : 91-23-0`1 SI I r 480 acres LOCATION,; On Sucker Run, Tributary to South Fork of the Feather RIv4r, aPProXiiiately 1 male southeast of intersection Of Ponderosa Way and Lumpkin I:oad, off Ponderosa`Way, Feather Falls area, 20 miles east O'C Orovixle. EXISTING ,ZONING FR.160 ZONI NG' I•IISTORY;, Zoned A-2 August 29, 1955 Rezoned VR -160 March 4, 1980by Ordinance No, 208 SURROUNDING ZONING : FR; -10 to northeast; C -I,' to north, east and south; R -C to southeast; FR -40 to northwest and southwest SURROUNDING LANDUSI34' ExtOnsive open ,and watershed and, .forestry. uses, some rural residential uses, Ponderosa Reservoir to the outlj GDNhRAL PLAN DtS'IGNATIONc Timbar Mountain APPLICABL>; ItECULATI0gS:Sect.�6n 2q�47 kriteria for granting Use Permits)', Secti-CIA 44.112.5 Pk -160 zone) COMMENTS RECBIVE1): Environmental Health.:` "No ob7e;ct on to I4 �ror i t Any caretaker Dousing, camp, u.►1 �.ng, or other support Depal'tnien.t for sewage d%sp;esal,, facility w� l,l roquire permits From the Health and 'r .' Iva I., well's." Public Worms: "I'n Mr. Dick Sp-1g'ht'$ Itzttex, dated November 29, 1,983 ansv er ng concerns t'or potentia. etIvir onmental impacts, item 13) c., in the fourtl1 sentence, reference to Pol exosa. W.ay as a public road should be` deleted, Since Ponderosa Way la c road in this area .'I m TELJ�V!810U COMMUNXCATI.ON-S, INC. (TCI) Usti `-`ermi't to allot.;the construction o% a 50 acre f,obt rocreatiolukl lake and a 24' xr 24 cabin ,on -property zoned rk- 160 (Foothill Recreational - 160 acre p rce) s) loca-tr:d on Sucker Run, tributar+/ to !South . ry--4s of the Feather Fiver' approximately one ::tile southeast of intersection of Ponderosa Way and Lampkin Road, offPonderosa Way, Feather F�tllsr identified as AP 71-23-01. Steve 5trceter, Senior Panner, addressed the Commission reading the staff analysis. He noted that Mrs. Wirtz of Los Altos hind called and summarized her comments. He-Fur--ther= notedthat 11e` had �l c;o r~ecei ved I etter from Attorney 11inanian who had z3me concerns anout the project vi -Lh respect to the Orovillt--Ulysndotwte Irrigation District and sitgges'tedy under the circumstances that the Commission defer consideration of this matter until it is discussed' with the water rights staff arid is accep•tAblc: +0 OWID. Commissioner Bobutnin asked whether Item 8 addressed" this problem. Mr. S•tre6ter questioned whether Mr. Cpight had seem any of the wdr:Ji Lional items Cominiss! anor Vorcrv.tse'asked if they had any discussion with Hinaezan' or g the agrnent rolative to mater rights. ' glJii7 rq�rdirl" t=m Chairman S=hrader" si tated that the []l 11) Board wanted a stipulation ggret?mecit to rev et<► at their Board cif Directors meeting before the '"Commission takes any action on the matter. He noted that they would be meeti.nq daring the first ►geek in (•larch. Ghai rman bchr adei- opened the hearing M t' Mr. Dick Spi,rjbt, 'CI, addressed the Commiwsion noting that he wintered in Orxnd7, (ali+brtnjLtt �`�nd spent his sv�.nmers in Feather rayls. Hie otahed 'thz: t ,Ito has been a pro+essAOn:al de,. eloper "-For 40 years, Ho. indir:atod that he lyad ,tar ted looking for a pl actb +or a 'hydr'►a• 10l c trirc powor plant and tal O the e�Arningsfrom •th,.zt and bvi.ld a chi.trch camp. Ho ittate+ , that h-7 had l~ratriclht 1=he pro e •ty ,rind tris -pont three yeat~'s g&tt t ng thro h ,th� bur^eauCratir� w c:cl. i:�aps" arta# ba's spent' mrar'e rntainey! Ulan th'o t:t;is't o+ -thr, land. Ho. „expres ed 'hi w conc4:rn tha every tzan�t t lrerc� �, ht ri rtr� t t^m ono, oP the aof-nciev; on tine rnatt>-°�`, ,rameran i tntroduawt x'ntv011er agency that rtr:eds to i , hvtalved,, He stag-I—e l he is on h;s,:ttxwf'-h onvirortrrtert Zil study Rat`u.•i gave a bri*f syoop ssis +ai' t�ho rt-xjttiromernt� from t'he� t1 i,++orvnts aq;e'ncit+p, inval'wid. Ho gia-wo a r•nprart, cin wlnat hr: would, be d,)i,rir4 with .the waiter, and hu'' HOS .f0l,t , acrUld` ia+ nr. z l» the �zre :. l!o Fiutrlher Rt+ps:, ted on thle ra fect on the fish .xrr t$te f. apt Flo c:cp, es rd t onaerrn it,vt tho. t, ubl: i r: Wqr? s J1r p yr Gtnent i1Llicatin9 ttnaL FmndoroSsA l4Jay kA5 rinA. a public rad and achy he f0-'Gt. itp, x , �'._ �1 .��/�AV��:��'.a'�Z.n (i'�J,1'41�J.>��•��bY ���1'�4F.� k� i" ��.0 t�r��• •.�� �... ��J.1",�� G.",J' i C f� February 20,,, 1981 ' 4 r,a. TELEVISION COMMUNICATIONS I N C 0 R P 0 R A T R D P.O.00k, ®AW 011INDA, CALIFORNIA 94 y. District Engineer - U.S. Army Engineers Sacramento District 650 Capitol Mall Sacramento, CA 95814 ATTM Mr. Jim Bolt,.Regulatory erection 2 RE: KANAKA RECREATIONAL DAM, BUTTE COUNTY, CALIFORNIA TELEVISION'COMMtNICATXONSe INC. ;Gear Mr. Holt: Hore is our appl'ioation to the U.S. Army Engineers for a dredging per'mi't fnr the above-described Kanaka recreational dam in accordance with Section 10 of the River and Harbor Act of'1899'e in addition, to the form (Eng Form 4345), attachments, and. required maps we are enclosing they following related letters and documents to expedite' your' review process: �) Letter to +central Valley Regional Water Pollution Control 4 j Poaid dated February'10, 1984. 2) Letter from State Department of Pish and dame dated Apr'il 20, 1983 accepting permit terms set out in letter'.from,William G. Dunn to. the Department '(enclosed) and vokthdrawIng their protest ` m No.27289. I to Water Right Applicatia ; 3). Copy, of approved citream alteration agreement between applicant and State Department of Vish And Game dated ,xanuary 24, x 4) copy' o' reviedi .by the Butte Comity planning Commission on requept fog use permit for Ka.nakla Recreational Lake by applicant. We respectfully suggest that this praject should present nt% py, bl"s to the Corps of ,rngineokO, in the implementation. of their mission to"protect the navigable Waterways of the United States from obstruction by debria. This would appear to be quite obvi,aus due to the presence of the 3.5 million acrk? OOt droville ReseevO:�ir,, c. located y � tSauX'd su;ir`ely anl. about L. .ma.J»es downstream. - Th%,s fa �.1�t Ir APPL.ICATiON FOR DEPARTMENT OF THE ARMY, PERMIToh18APPROVAL No. 0702-006 W CPA 3761 Expims 30 June 1986 The Department of the Army permit program is authorized by Section 10 of the River and Harbor Act of 1099, Seetion'404 of the Clean Water Act and Section 103 of the Marine, Protection, Research and Sanctuaries. Act, These laws require permits authorizing activities in or affecting navigable waters°of the United States, the diet:,harge of dredged or fill material into waters of the United States, and the trameportation of dredged material for the purpose of dumping it Into ocean waters, Information provided on this form wilt be' used in evaluating the application for a permit, Information in this application In made a matter of public record throughissuance; of a public notice, Disclosure of the information requested is voluntary;, however; the data requested are necessary in order to communicate With the applicant and to evaluate the permit application: If necessary information Is ;not providod, the permit application cannotbe processed nor can d permit be issued. One net of original drawings or good reproducible ;copies Which show "the location and character of the proposed Activity must be attached to this application (see rsample drawings and instructions,) and be submltted'to the Diatrict Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full Will be returned. 1'. APPLICATION N. UMBER /To be assigned by Corps) a, NA4E, ADDRESS, AND TITLE OF AUTHORIZED ADEM William G. Dunn, Consulting Engineer, 60 -Roan Place, P. 0. Box 620630 Woodside, CA 94062 i 2, NAME`AND ADDRESS OF APPLICANT Telephone no, during buloste'houro Television Communications Inc. A/c (415) 851-185T (Residence) c/o Richard D. Spight A1C i } aamP (Office) P.O. tox 629 Orinda, CA 94563 Statement of Authorization: I hereby designate and authorize, William GDun , I to act In my behalf as mV Teiephgjs no, durinvbua. Ihi%s hourt, anent In tho processing of this permit application and 'to furnish, upon request, supplemental Information in support of the application, A/C i 41St 254-5597 (Residence) S10.14ATURE DE APPLICANT DATE A/C i i same (Qlttce) I 4, OETAILtD DESCOIPTION OF PROPOSED ACTIVITY I 4a, ACTIVITY _ F, Construct a rolled earth dam rapproximately 24 feet ini height (stieambe4 to crest of dam) with ,a crest length of 236 feet containing about 2.0,006 cubic yards of material.. The,dam will create it small lake with a maximum water sufface area of 6.00 acres: with a capacity of 49.7 'acre feet at an elevation of 1397.7 feet mean sea level, f 4b. PURPOSE The lake will be used for recreational purpbses5 (swimming; boating, fishing, wildlife, enhancement, an&'deenic values) during Summer months as a part of a church camp,for young people on the 520 -acre property. The data will 6160 ,provide a foundation fora roadway t0 provide access across the creek which bisects the property. Vie, dl$CH� AROE O� DREOGE_D Oil FILL MATeKIAL Material I to be used in dam ,41,11 come primmrily from the area to be, inundated by the reservoir to be created by the dam. During construction 'the stream will be diverted into a temporary channel along the south edge of the future reservoir and through the dam area tri a pipe which will, after the dam is finished, be used as the outlet pipe so: that all exeavati0nin the., reservoir area and placing of enbankment, in - the dam can proceed without polluting the stream ad it flows through the construction area; FORM 43'5 A83 EDITION f r OF t OCT til iS OBSOLETE (proponent. DAEN•4WO.N) r cNG ----- ATTACHMENTfor Question #5 5. Names and addresses of adjoining property owners, lessees, etc.; whose property; also adjoins waterway-,„ r Upstream from propsed dam.'. Assessors Parcel No. 71-23-025 1. James E. and Norma L. Reeves . 2868 Fortina Road Yuba City, CA 9Ei991 Assesors parcel No. 71-23409 2. Nicholas 0j.' and Lillian J. Wirtz, 960 Terrace, Drive` i Los �91tos, CA 94022 3. Plums National Forest Chief Forester Heald uarters qui ncy, California .. r.. 4 Downstream from proposed dam. 4. U.S. Bureau. of Lana Management FedeP_l Office Building' 2800 eattage Way' y Sar��,�ento, California 5., John Peabody Box ,il Forbottown, CA 95941 1 I k ?� Water Pollution Control Board February '10, 1984 Page 2 The reservoir will be emptied over a period of 5 to 10 days to obviate flushing of any sediments or algae that might have ! accumulated in; the reservoir during the summer months. These materials would be flushed out during the high flow periods in winter months when the stream is naturally ;turbid. It should be noted that the construction of the dam and proposed operation of the reservoir have been approved by the State Department of Fish and Game through removal of their protest against application 427289 to appropriate water filed with the Division of Water Rights, State Water Resources Control Board and through issuance of a stream alteration agreement (Notification #11-02-84-). i It appears to he obvious from the foregoing that neither the construction of the dam or operation of the project will have a significant effect on the quality of the waters of Sucker:Run (I-ek or downstream rivers or reservoirs. We therefore respectfully lequest that the Central Valley Regional Water Pollution Control Board approve this application for certificaton and issue a permit. Please let us know if you have any question or need additional information. Respectfully submitted, William Gi Dunn Consulting, Bngt.neer y r STAT! CIFCALIFORNIA—RISOUkCES AGENCY OEORGt DL. XKMEJIAN -. RTMENT OF FISH AND GAME 1416 NIWiM STREET SACRAMENIo, CALIFORNIA 0814 April 20, 198 Mr. William G. 'Dunn Hydroelectric Power Engineers 60 Roan Place: - Woodside, CA 94062 - Dear Mr. Dunni, The Department of Fish and Game has reviewed your recent letter which included the dismissal te4ms discussed by Treanor of my staff for our protest Sucker Run Creek, Butte County. you and Bob on Water Application No. 27289, We and if included in any permit LSued find these terms acceptable, for Water Application No. 27289, we would withdraw our protest. l our Department can: be of further, assistance, please conEact T.Jensen, Regional Manager, Region 2, 1701 Nimbus, Paul, Card Cordova, CA 95670, telephone Road, (9'16) 355-7020'. . Sincerely, pOR Deputy Director a F cc: Ricahard,Spight, TCI r' Luann Erickson, Div. of �,�ater Rights I, I i . 7 I. berart n- nt of f i:, A b G&TAE Paul T. Jensen ' March ►. 1983 Page 2 the station and the proposed dam is lens that 5 rerce;nt of, the total watershed area above the damsite. This gaging station was established as a result- of an agreement between the State and Oroville Wyandotte Irrigation District relating to a` proration of water from Sucker ROM Creek. Consequently, this station should never be: abandoned, In li.ght of the foregiong discussion and my conference z, With Mr. Trainor, I hereby submit the Following terms for G' inclusion in the permits to be issued by the water Resources Control Boardz' 1. Permittee's diversion season shall b-? limited to December Ito April. 30 and at no time would diversions to storage excceed 10 percent of the average daily flow as measured at the existing gaging station on Sucker Run Creek. 2. F,tom May l -to November 30 the permittee shall bypass the inflow into the reservoir, minus the water necessary to I replace evaporation losses. 3. 'Che dam shall have an outlet constructed in its base r capable of releasing the cooler water at the bottom of the reservoir during the summer months. This summer release 'shall be the amount required in Term 2 above. 4. The permittee will release water stored in the dam at a rate not to exceed the flow of the preceding day as indicated by the downstream gaging station and such a release rate will be attained gradually over a 6 -hour period. 5. In accordance with Section 1603 of the Fish and Game Code, no work shall be,started on the diversion works and no water shall be dl,vertud until permittee has, entered into a -Streambed Alteration Aggrement with they Department of Fish and, Game,andl/or the Department has cieterm� ed that measures to protect fShlifer have been incorporated into f_iae plan for construction sof s ch diversion works. Construction, operat',ion, ,and maintenangp c6sts,01 any required facility is the re'pontibi?ity of permittee. i' If you have arty tj Oestions or need Additional informat;ion, d please let me ,know.' e 1YO, Failliam G. Dunn Con sia'lting Engineer DRi I it z ri;Htm .k). I I�02-84 r+fir, ri •itrrl (or'iuo,,ini(rhl'ions 0, Inc,. i . 1'x:vat ion,!, ncreenincl q)e' ratiOnS may stark adjacent to the cvcok `i �. A 2) -rapt I tVer be telt between creek and excavatkokll. Nr. 1. Urrilmtion •ind sctorthiN area are protected from i nur latitvi onl wcish.kyll� f rust a 100 -yQar stol m w,Wr r 1 r, dischorgod to 5ettliryg POMs protnctrid Cram inundatilll� r UPI-dIau)LII I'I'LAII n 100-yoor itorm. No (1ischorrjo I lut'll)Plirtl N mP'th":i7' ftrin ra,r,G,rrr~nt I,Pcomes effective on date Si - and t tmin�-it•cs �ctc)I-,r' 1., It' -111 tril''�lz � � rLmenL l2�resc.11taLi•,'r� s Tit, Ie �7 1 _ Titlp Writnl' tXi,*ltt. 3iolc*Yii<.t ,4 + 0 6ni?,atiro���K.4��lJy► Dcport..ment 6r I'i sl y ,11x1 r clMO r;, ,o r' I !'Jinorm Date 2= ` —� CJ _ Date %lanuory, 4, 1 Q84 �. 4, 1 k 4 :w I l I.t `l).: Al) 71-23-01 BUTTE COUNTY PLANNING COMMISSION,RECEIVED FEB 1 � 19py STAFF FINDINGS - Februa 16. ltl4 rY A1, 1'1,1CAN.T: TCI Development Company, Inc OWN13R Same AEEQUES`: Use Permit to allow the construction of a 50 acre. -foot recreational lake. A 24' x` 24 0 cabin is to tie constructed as we]1,. AP NO.: 71-23-01 SYZf; 480 acres LOL117"lON, : Ott Sucker Rua, tributary to South Fork of the Feather River,, approximately 7 mile southeast of intersection of nondero,n Way and Lumpkin Road,, off'Ponderosa Way., .F Feather Falls area, 20 miles east of Oroville. EXISTING ZONING: FR -160 <. ZONING JITSTORY; Zoned A-'2 August 29, 1955 Rezoned FR -160 March 4, 1980 by Ordinance No. 2081 SURROUNDING ZONING: FR -10 to northeast., C-R to north, cast a south; R -C to southeast; FP, -40 -to north.,-,,. $ and.. southwest SURROUNDING ;LAND US9: 1 Extensive open land watershed and fnx'ostry uses, some ruralxesitlential u5e$, Ponderosa � lZeservoir to ,the, south GENERAL PLAN DESIGNATION: 'Timber Mouill A1`I'LI00I.?r R1 CU1,A'tlON5:Section 24-47 (criteria for 9,rat, i i ttg lyse Permit$)• ( �. e) Sect -ion �4 11,2.5 F1�� � �i0 zctrt COrvI` P'NTS P;C CRTVED: , Enverronr7cittal �Iedlth: canlpfit 'Idi 1 ; or other "No objection to Use 1'e'mit. Any caret:tl:rt lr�+trying, support facility` will requiTc permits (roti tht, ilotiltha I►'ol at•ttilcynt for $ow4j),O, cizspo;sal; and Water We! Is; PuC,1 x t, t'fs11.5 "Irt 141x. click Spight s letter, da.tcd "November 2'9, 1 n," An" I�, &07U:erns, forpotential en,v ronmential impacts, :item 13) foul. t11 ��r��ttoltcr., reforenco 4o Ponderosa Way"as a pub Iis road Oioitl' ' do l'r tt,' since Ponderosa i Waysis not a public raid in this area," 4 ti � ` �';;f r.,. Page-2- s Mr. Stteeter March 1, 19.84 :Thank you for your courtesy and cooperation in this matter. Fiery truly, yours, MINASIA,.. .i SPRUANCEt BABER, MEITH�&�SOARES 0. J F, MFREi' A METTH JAM:s1 cc : OroVillo"Wyandbtte xz'rigation pis trice i, r ti. Mitigation Measures AP 71-23--01 1: Provide a road'maintenance agreement with the Bureau of Land Management for the access road; from Lumpkin Road to the pro j''ect site. Agreement to include provisions for erosion. control along the roadside ditches and maintenance of the road to a year-round traversable standard., 2. Titil.ize standard erosion control measurers and construction practices :to minimize erosion and other construction impacts, Construction orf the dam is to occur during summer, months or other non-rainy months of the year. 3. Obtain a stTeambed alteration permit (Cocte Se-c. 1603), from the California Department of Fish and Game; 4. Design, and cOMnstrtiction of the dam. to account, for potential geologic hazards in this vicinity, particularly a moder:ate to major earthquake, 5: Comply with the recommendations of the studyyentitled "Predicted Temperatures aMI Fish. Adaptability for Camp Xanaka Reservoir", including a"means of discharging cooker water from the Bottom of the lake. b. No further vegetation removal t0.occUt unless within an actual: area of physical dcv'olopment for the dam or, an area of :inundation for the lake: ti Mitigation Measures AP t 71-Z3-01 1. Provide a road maxntenance'agreement with the Bureau of Land Management for the f access road from Lutnpkin Road' to the proect site.; Agreement to include provisions foj r erosion control along the roadside di-tches and maintenance of the road to a year-round traver8ab ;e- standard. 2• Utilize standard erosion control measures and construction practices to minimize erosion and other construction impacts. Construction Of the dam is to: Occur during summer months or other non-rainy months of the year.., 3." Obtain a streambed alteration permit (Code Sec. 1603) from the California Department Fish of and Game, 4. Design and construction of the dam to account for potential geologic hazards in this Vicinity,,`particularly major earthquake. amoderate to 51. Comply with the recommendations of the study entitled "Predicted' Temperatures and Fish Adaptability for Camp Kanaka Reservoir"- ing ameans of discharging cooler water from tJie bottom, he, �t}ie" lake. of a 64 Ivo further ve etation rem g oval to occur unless within an actual area of physical development fao i- the dam, or an area of inundation for the lake. l `r; ml'� r. I TELEVISION COMMUNICATONS, INCORPORATED Orinda, California before the FEDERAL ENERGY REGULATORY COMMISSION , APPLICATION FOR A LICENSiE r f o r a MINOR POWER PROJECT w" April 184 HYDROELECTRIC POWER ENGINE'.ERS r. Consulting Engineers Woodside, California. k cTM / r R i I TABLE OF CONTENTS Description Page l LETTER OF TRANSMITtAL .::... .... ...... .... ...•,. TABLE OF CONTENTS ...:............. .......... ii { INITIAL STATEMENT ,.••,..••...••• .a,.•.••��•:••••••i.,• I-1 EXHIBIT Ae DES-CRY,PTION OF PROJECT AND PROPOSED" ' MODE OF OPERATION 1. Description of Project 2. Purpose of Project ...............•......:..:. A-2 EXHIBIT E`: ENVIRONMENTAL RESOURCES 1. Project Description and Location ... ...• ...::. E-1 2: Environmental Setting of Sucker Run Creek Area..i ...... E-1 2.1 Topography .•....................... E-1 2:2 Land Use.:...►.'..•......:.......•.,q..•. E-3 2.3 C�.imate ...,.. • . .................... ...... E--4 rs 2.4 Soils and Geology ............:.... •.•. E-5 2.5 Hydrology and Streai characterisi:.l.cs .. • E.=5 2.6 Vegetation E--9 1 t. 2.7 Wildlife ...:...•.............:...... E9 2<,:7.1 Mammals of Sucker Run Creek Watershed .....,.,:.........:....: EW9 r 2:•7.2 Mr. af'auria of Sucker Run Creek Watershed .......•.......' E- -01.0 Fisheries of Sucker Run Creek ::.•,:.:: E-12 2.8.1 Habitat ,•:.. .... ...• .... ....:. E-12 2.8.2 Fish Population .:.........: :... «., E'�14 E-1.7 6 r� . 4 2.9 Water Qualitp ...•. • t. • .•'...•,.....•.:• 2.9.1 Turbidity •.....•••..:...►•••,••••: E-17 2.9.2 Dissolved Oxygen .,•... ..... .•.. E-.17 2.9.3 Water Temperatures ..•...•...... E-17 2.10 Rare, Endangeredor Threatened Species ... E-18 2.10.1 Endangered, Rare or I, Threatened Plants ..•,.........., E-18 2.10.2' Endangered, Rare or Threatened Fish ,..•••;•••••••• .•: E-]9 2.10.3 Endangered, Rare or Threatened Birds : .•..:... .... . E-19 2+ " : Endangered, Rare or Threatened j a ,a4 Reptile and Amphibians ....,.., E-20 r 2.1-0.5 Endangeredr Rare or E-20 Threatened Mammals ....:.•••••••,•• L: 2.11 Archeological and Cultural Resource .:..- E-;20 3 Potential Environmental Impact9 and•' Proposed Mit=igation Methods ........ E20 C: Short-term Impacts ......•..:.... E-21 3.2 hong-term Impacts ....,.....•... E--21 3.2,l Reap . d Maintenance Impacts E-22 32.2 Water Diversion,Impacts . E-22 3.2.3 Diversion Structure Impacts ..«..., .... ...•.. E=22 ,. 3.2.4 Powerhouse Impacts .•..:• Er23 k 3.2.5 Pipeline Impacts :.. .... E-23 3.2.6 Visual Impacts ,. ,. • .:;':. • • •'• • E-23 ,I 4. Appendix 4.1 Federal Water pollution control Act, Appendix Section 40.1 .:....,:••••►••••..•.. it �� iii Resources, • 4.2 Archeological and Cultural Archeol ,. 2 Report '.....:....,:........«.... .... Appendix 4. -. Correspondenceectio..,.+.. Correspondence ....... Appendix 3 1, 4.4 Comments, Reviews and Correspondence with Federal, State and Local Agencies x 4.4.1 U.S. Fish & Wildlife Service, Department of the Interior Appendix 4:4.2 National Marine Fisheries Service, Department of Commerce ..«......,.....:... Appendix 4-2 4.4.3 Endangered Species Specialist, ' U.S. Fish and Wildlife Services, f' Department of Interior .... Appendix 4-3 _ 4.4.4. State Historic Preservation: gaff ce, r)ffice of 'Historic endix 4-4 Preservation ............ App. 4.4.5 Enviionmental`'Impact Review office,IX, Environ- t. ,Region mental Protection Agency .. Appendix 4-5 4.4:6 State Water Resour>ces Appendix 4-6 Control Board' .............. 4.4,7 U.S. Army Corps of Engineers ..«.........a..... Appendix 4-7 4.4 U.S'. Bureau of Reclama ion, tl- .8 Departme'nt of Interior .:..« Appendix 4-8 9 California Public Utilities c.. Commission ....:...«..... Appendix 4-19 i 4,4.10 The Resources Agency of Appendi•x 4-10 California .►.«......... 4':4.11County of Butte .........� Appendik 4-]1 ' EXHIBIT F: PROJECT FEATURES ..•.«••••«••••:•••:••••••• F-1 EXHIBIT Ge PROSECT LOCATION AND, PLAN :....I...:......•• G-1 i.. r iv, . TABLES Table Number Description Page { E 2-1 1580 Climatic Information for Orbville Dam .:.................. .... E-4 E 2-'2 Average Monthly Runoff, 1965 to 1983 ,- Sucker Run Creek Near Forbestown ,...... E-7 1 E 2-3. Predominant Trees, :shrubs and 0 Forbs in Project Area ................ E-10 , E 2-4 !,list of Mammals that Should be Found in Project Area ................ E-11 F 2-5 List of Avifauna in Project Area ...... E-13 E 2-6 Fish Which Could Potentially Be Found in Sucker Run Creek ..:......... E-14 t, 2-7 Trout Captured or observed in a 500 -Foot Reach of Sucker Run Creek .... E-16" E 2-8 Trout Captured or observed in a 330 -Foot 'Reach of Little Sucker Run Creek .:.::...:.....,:..:..:....... E-16 E' l m r� v a eo Ll a B- State Water Resources Control Board_- 1: Lead agency --State Environmental Control Act. j 2. Process and issue permit for appyopriative water rights. C. Central Valley Regional Water Pollution Control board 1. Waiver or agreement on special provisions in accordance with Section 401 of Federal Water Pollution Control Act. 0. State Public Utilities Commission 1. Approval Of contract with Pacific Gas & Electric Company to purchase power from project or to wheel power to other purchaser. ' E. County of Butte 1. Use permit. 6(ii) The steps which the applicant has taken or plans, to take to comply with each of the laws cited above are: A. State Department of Fish and Game , 1. Applicant has had several conferences with Fish and Game staff, has collected data required by them and has made an offer on proposed bypass flows. r' 2. The streambed alteration permit is filed for immediately before the start of construction after issuance of the FERC license: 3. Approval of fish es designs and discharge controls is sought when fins. ia�signs_are completed after issuance of FERC license. B. State Water Rsourc s, Board r` 1'. data o�* environmental concerns have been submitted to the Sta,te which is processing the environmental impact report. i 2�. Ari,>appl i ca,ti on� to appropr i ate water ha's been filed' With the Board, completed, and advertised', The application is not being processed further at this time since it has been determined that applicants riparian water rights are sufficient to permit construction and operation of the project.' I C. Central Valley Regional Water Pollution Control Board 1, Applicant has solicited the waiver of the requirements of ►' Section 401 of the Federal Water Pollution Control Act and the Baard.has requested additional information. A response to this request is being processed and will be submitted in the near future. D. State Public Utilities Commission 1 The applicant has, in respa�se to its request fs�r comments, received copies of standard contracts for the t#aYe of power to 'Pacific Gas & Electric Company which have already been approved by the PUC. Applicant will likely deal with PG&E on the basis of these contracts, so further dealings With r;. the PUC; :•till not be needed. E. E: County of Butte 1. The Counthas declared that small hydro projeis are a compatible use in the project area and 'no use o8rmit will be required. As a result, no further ,action is required by �r applicant. (7) Brief project description. The project is a run -,of -the -stream project with no significant storage either proposed or existing. Diversion will be effectuated by a small (11 foot high) weir using natural featuris. Water will w be diverted into a 30 -inch diameter pipeline at a maximum rateof 30 cfs and conveyed 4960 feet through applicant's property to a power- house which will discharge the Water back into the same stream. The powerhouse Will contain an impulse turbine with a capacity of 1500 horsepower operating under a static head of 521.5 feet and a design head of 500 feet. The generator wili have a capacity of 1120 kilowatts. Power will be transmitted about 90p feet to an existing 11 kV powerline serving the property. (8) Lands of the United States affected (shown on Exhibit G): (Name) Atres) k (i) National Forest None (ii) ,Indian Reservation - None Public Lands Under Jurisdiction of None ► �_.,-" L _ box: (iv) Check appropriate >r, x Surveyed land Unsurveyed land (9) Construction of the project is planned to start within 3 months, :and is t planned to be completed within' 18 months,, from the date of issuance of license. (10) This application is executed in the L State of CR County of con'+P-14 Cd5` a by: Richard D. Spi ht Name P.O. Box 629, Orinda, CA 94583 , _(Address) being duly sworn depose(s) and say(s)' that the contents of this application are true to thebest of (his or her) knowledge or belief. The undersigned applicant s• as (have) signed this application this day of (Applicant(s)): r. By. cf Subscribed and sworn to before me, a [Notary. Public, or title of = pher official authorized by the state to notarize documents;, as appropriate] of the State this day of _ , 198'4 . ,of� OFFICIAL SEAL KATWRYN L. READY Fe� NOTARY.PUBLIC • CALIFORNIA PRINCIPAL OFFICE INS' CONTRA COSTA COUNTY11ssfon Expires April 4, 1987 i 1 s � f i 1-4 s EXH'191TA DESCRIPTION OF PROJECT AND PROPOSED MODE OF OPERATION „y {f, 1, Description Project of Number of generating units One Capacity of a generating unit 1500 horsepower t Future units planned None Type of hydroelectric turbine Impulse k r How Plant Will Be Operated: The plant will be fully automatic and will operate as a run -of -the -stream facility using water level the small pond behind the diversion dam monitors in to control plant ' output. The plant Will not be used for peaking and will utilize a slow -load pickup control system to obviate the Need for a surge tank. Estimated Average Annual Generation: The plant is estimated to produce an average of 9,81.0 l000 kilowatt hours of power per annum Average head on the plant 505 feet Static head 521.5 feet Design head 500 feet Reservoir There is no res,ervoIr p1 armed as a part of this project. There will be a small amount of pondage behind the diversion dam to p.ermit the use of an automatic control r system. Pond surface are a 0.068 acres Total Capacity 0.23 acre feet :. Net• Capacity 0.13 acre feet r.. Hydroelectric capaO�tyl p1 ant 30 cfs Average annual flow of Sucker Run Creek at point; of diversiol`i 18,_800 acre feet A-1 Diversion Dam _ Maximum height 11 feet Height at spillway section 6.5 feet` Crest length 92 feet Concrete Maieri al s RiPeline x Inside diameter 30 inches 1 Length Materia s 4,960 feet Mortar lined and coated steel! t Powerhouse Di;mensons 41.0 x 45.0 feet Materials,' `footi >gs and floor Concrete t` Wal 1`s Concrete blocks 1. Roof Wood Power Transmission Line Size 11 kilovolts phase: 3 phase. Length 850 feet P61e5 Wood' y Estimated Cost'of Project $1,939;fl ` X14 2. Purpose of Project To generate pother for sal a to a publ i r, uti 1 ity for r 4^ di st.ri but 10n and sal a to its customers ti t'� A, 2' e�Ru e► a� p ` 1 /s r —MA �. r 1 K P 26 NNW r 0 r 4 1 m • t i u0 � r � s y.. • : ti riiiri ' a rn Fpo 61.6 /17 ne � r • � :d 1 MILE i : i `nL .. �:_ . >�"" i -"' 3 ' � at)IIr1 5t><? EOPQ 7WO FEET 1000 0 1 2000 �3 �! Ems.. L�A -'t--1 ti 1 kl�bME?ER �COWOUR 1NTT RVA.. 40 rEET d DATUM I5 MEAN SCA LEVEL Mei ��..,w• !r M x= ,j y-. �� TABLE E 2-2' Average Monthly Runoff, 1S65 to 1983 Cubic Feet Per Second Sucker Run Creek Near Forbestown Oct Nov Dec Jan Feb Mar Apr May- Jun Jul Aug Ser) 1965-66 4.58 14.70 15.20 33.70 24.40 22.30 16.60 ,, 8.81 4,.17 2.36 1.46 -67 1.62 14-.20 30.90; 66.80 33.00 49.10 75.70 39.00 22.50 9.60 4.86 1.36 -68 6.92 9.43 13.80` 23.10 56.40 35.10 14.70 9.26 5-.46 3.79 3.22 2.60 -69 4.21 8.57 23..00- 15.10 11.00 66.70 48.50 22.50 14_.50 7.94 4.28 2..3.9 1969-70 5.10 5.78 31.40. 14.90 75.80 73..00 29.50- 19.10 11.00 7.09 4.09 4.13 -71 4.41, 27.10 67.10 49.20 27.40 67.00 39.20 25.20 15.90 8.33 4.45 3.43 i -72 J 5.22 7.00 19.30 19.50 26.1.0 21.00 19.50 10.80 5.30 3.13' 2.04 4.21 -73 3.24 13.60 24.10 96.40 1`0.40 ?0.30 32.70+ ?8.70 11.80 -7.02 4.27 2.53 -74 8..32 67.30 58.90 96.30 48.80 162.00 104-.00 35.70 18;80 12.90 6.43 4.58 1934-75 7.5611:40 13.10 16.30 86.40. 90.50 52'..00 29.50' 15.90 9.38 6.75 7.37 5.24 -:6 9..46 12.30 12.40` 11.0Q 13.20 12..90 12.30 5.91 3,88 2.91 3.86 -77 3.19. 3.62 ;4.01 5.61 5.141- 5.05 4:.15 3.64 2.03 1.14 0.87 3.7777 . 3 -78 2.13. 3.17 13.50 92.40 57.60 72.30 49.20 21.70 9.13 5.56 3.53 3.81 -79 3.0.8' 5.,35 6.18 18.10 43.10 46 ?0 27,.60 20.40 9.08 5.36: 4.1.7 3.87 1979-80. 6.48 10.00 21.50 75.80 104.00 53.90 28.40 19.40' 13.90 8.88' 5.04 -81* 4.76 ' 6.:03 14.00 24.30 21.30 32.20 16.50 9.56 5.79 3.10 1.99 4.27 "82=* 8.37 57.60 83.20, 73.50 78.20 80.20 214.00 47.20 25.:70 17.20 10.50 9..79 _83* 14.70 34.00 68110 69.70 147.00' 257.00 122.00 78.50 1';9 21.10'v NR * Unpublished data Exhbit E .r � 2-4 fi TABLE List of Mammals that Shculd be Found in Project Area' i vagrant shrew Northern flying "squirrel Water shrew Western harvest mouse Trowbridges' shrew Deer ;mouse { Yuma myotic Brush mouse Fringed myitis Dusky-footed wootrat Long-legged myotic _ Porcu p ine C California myotis Coyote ` Small-footed myoti:s Gray fox Silver-haired bat Black bear Big 'brown bat Ring-tailed cat u Redbat Raccoon Hoary bat Marten i" Tow nsend''s big-eared bat Long-tailed weasel Brush rabbit Mink Badger Yellow pine chipmunk Western spotted skunk Allen's chipmunk Striped skunk 1 t. Long-.eared chipmunk Mountain 'lion " California ground squirrel Bobcat Western gray quirrel Black-tailed deer ' Douglas' sq,ui:;rrel. r , E-ll Exhibit E` TABLE E 2-5 Listing of Avifauna in Project Area Great blue heron Hairy woodpecker Yellow warbler Mal],ard Downy woodpecker Ye low rumped warbler BufLlehead White-headed woodpecker Hermit warbler Common merganser Black phoebe MacGillivaray's warbler Turkey vulture 'Hamm flycatcher Wilson's warbler Goshawk Dusky flycatcher House sparrow Sharp'-shinned hawk Western wook pewee Brown= ;la y ;Exhibit E. TABLE E 2-7 j P Trout Captured or Observed in a 500 --Foot Reach on Sucker Run Creek, Butte County, California on May 11, 1982 TROUT LENGTH (cmc 7 10 13,- 16 -. _ 19 I Rainbow 2 Brown 7 2' 3 Observed** 3 3 TOTAL., Q 5 5, 1 1 ** Fish seen but not netted after electroshocking;, sspecies identification not possible. TABLE E.2-8 Trout Captured or Observed in a 33`0-f6ot Reach of Little Sucker Run Creek, Butte County, California on t� May, 11r 1982 G TROUT LENGTH (cm) . 7 10 1`.3 ' 16 19 R4 Brown 2 5 1 Observed** 1 2 1 fi TOTAL 1 9 5 1 1 ** F`ish seen but not netted after elecirosh.ockinc4,, i'ndentification not possible. r' s E -1b f Exhibit E; 3.1 Short -Term impacts The development of the hydro -generation facilities will produce a variety of short-term impacts. These will primarily o,.:cur during and' immediately aster project construction. Noise created during the construction phase is expected to have only short=term consequences with limited disruptive effect on wildlife in the region, Deer herd and other more secretive animals may be temporarily displaced but are expected' to return after Construction. Since construction is likely to occur in the spring and summer when the major concentrations of deer are,but of the area the impacts are i.Jilikely to be I° minimal. Because the major access roads to the gene cal area and the powerhouse site into already exist, only limited new road con- s.truction will ,be necessary to build and raintain the hydro facility, old logging roads can be improved and extended a few { hundred feet to the diversion site and to follow, thepipeline right of Way. Construction of plant facilities, extension of existing roads and the construction of a new road to the diver - Sion dam will require removal of vegetative cover, installation, of drainage culverts and may produce some erosion which may Cause some silting and increased turbidity in the streami, since the soils are coarse --grained, weathered granite with few fines, they will settle rapidly and turbid' water condi- tions should' be short-term. In addition to being transient, turbidity levels are not expected to exceed the.; ambient r' levels. b n ration are P y -,.. �orreducin eros onsduri of construct ion the short- terns given g g effects to fish habitat should be minimal. over the long--: terin, properly constructed and maintained roads can act to minimize sloughing and help stabilize steep hillsides by controlling drainage, Powerline inritallation requires the removal of some vege- tative cover dtir'i.n9,. construction. iMost of the, lower story vegetation W113,4return,,and proper pruning techniques will dictate that "only,a small amount of upper story vegetation r: will be lost, 3:2 Long -Term Impacts Road Maintenance; Impacts I.J Access, service and maintenance roads will alter vegeta- tion on approximately 0.9 acres. The temporary access roads revegetated With and native brush while` the Wi11 be r�rasses permanent roads Will be g�.a'e.led. Certain species 'of birds will utilize,' graveled areas especially at' dawn 'and dusk, and r , mammals will t.se meadoweGr and grassy .areas;'. 1.1 E- 21 x Exhibit E Permanent roads will increase access and may displace some of; the more shy animals. Roads may also 'increase £'ish- i ing and hunting pressure and noise from off --road traffic. , by This problem can be alleviated controlling access to the Property and restricting traffic use. 3.2.2 Water.Diversion Impacts To ma..intain stream flows for a healthy and pr6ductive fish Population, water diversion must be carefully regulated. flows between the point of diversion and the powerhousein the natural channel would not be permitted to drop below 5:0 cfs. unless natural flows are less than this. At this flow level, pools are small in area and volume. During the July site vi -sit,, �.. when the flow in the creek was 10 c`fs, the wetted width in one area was 20 to 25 feet, with an average water depth of 4 inches. The gradient this reach is It or less in grade;, and the substrate is of rubble and sand. This area is of little importance as fish habitat as there are no resting pools or hiding rover. Aquatic insect production is also low in ,this reach due to the sand and rubble substrate. The reduction of flow by powerplant diversion should' i have ]tittle additional effect on fish movement: because or, j the numerous falls and cascades over most of the length of the project that, already restrict migration. Y� Some instream"temperature increase is to be, expected by " reducing flow, but the increase will be small. The major li part of the stream channel is located deep within a canyon that is heavily vegetated with large trees and.,shrubs provid- ing an average of 80% shade to the stream during mid-day. Over a 24 hour period, very little solar radiation reaches the stream. The long-term impact of the diversion should be minimal. 3.2:3 Diversion Structure Impacts ka� There is a fall U to 12 feet high immediately below the proposed diversion structure. 'Construction of ,this structure will affect approximately 50 feet of stream channel by raising, ' the water level of the channel, and flooding additional 'land areas. I,itfle or no increase in temperature is expected due to w the extensive, shading of the fore bay area. Fish populations s Will probably increase due, to the larger foraging area and theincreased water depths.. The dam:, willnot affect upward migration because; the fa11s below the dam site provides a r natural barrier. S° G E-22 � t 4.1 FEDERAL WATER POLLUTION CONTROL ACT l sECTION 401 - Permit or Waiver of Permit - Correspondent's 4' t , Appendix I J GUIDELINES FOR PROTECTION OF MATER QUALI`F'Y -4- DURING CONSTRUCTION AND OPERATION OF g SMALL HYDRO PROJECTS 9 Waste Discharge Requirements 1. The Regional Board believes the standard specifications contain in Section II of these guidelines will provide water quality protection from small hydro construction and operation,. Inmost instances, the Regional Board the will, waive need for Reports of Waste Discharge and waste discharge requirements for projects which' comply with these standard specifications. AJ 2. Waste discharge requirements may be required for projects having hinh potential for water quality impairment or for major projects where construction work will be continued beyond one year, Water Qual i'ty Certification J: t 1; Regulations under Section 401 of the Clean 'Water Act require appli- J cants for federal licenses or permits (such as FERC licenses or U.S; Corps Dredge and Fill Permits) to obtain state certification of conformance with water quality standards. 2. In most instances, -the 'Regional Board will waive Water quality certification provided the project includes the standards specified' in Section II of these guidelines and it is determined that project operation will not violate adopted water quality obJect0es, IU, ENFORCEMENT ' When investi ations g by staff reveal that a project 'is impairing, or threat- ens to impair, beneficial uses of water, the project, owner/operator is required to take corrective action. as follows; '- A. The responsible party shall be promptly notified and asked to submit a 'taken -desrription of actions and a -time schedule to be to bring the t"A project into compliance with these guidelines. B. A Cleanup and Abat`ement'Order may be issued where the discharge. of waste to surface Waters is imminent and normal administrative procedures till; not of imely ford t water quality protection:. Upon failure to comply wil;iti such Cleanup and Abatement Order, the matter shall be referred to ? ►e Attorney General for appropriate action. C. The Regional Board may, expendavailable monies to perform any !.1eanup' k and abatement work which, fn its Judgment, is required' to prevent substantial adverse impacts on water quality and beneficial u5�as, The discharger', shall be liable for all costs incurred in ;taking- tine cleanup and abatement action. October 19,21,3 �, �.� P.O. v o� ,9�OS°) G�0¢oCA9g9L77.9aa47' p1��9�@i� `+ ' °���5 �� :^+.y/� �' - ��-�1`���.}ut�.`�r.-•�r� r�r ((\JJt\,�,\( ��' "`", �,, ��1 , ' ' 7� !�s} I 1 // ,. /'} � i ,�• 1_ ...'-rl �� , 4t+ * y �; ZZ:1 �' `-". �l 4 �,) 1 i `I t t ! i o• ( r f�0,,. 6`.� �' ,N(`,� f" G-,w� I' ' y �., 'I JJJ ' � ...:>.+1��= '--'� e•-•'`.ti--_�+� +-.� �-'1' �s t ��\\.�``�F1��c..ti,"�.'r.,+'?��, �y �1�,• 1 �J -�'� �'� � I 1;� � $� f f,,lr �. � I' .,,, �� 1�'��� �t ���,�'" �..,'r �' Il4/ �7.��« P� ,, ;•� Na � I ��' �1 '! �'�� ,,.-vri '"�l�_��^�, u 66 %V, Vii' 1��x; .1 ;.+f,"" �',y\ y �''..,1 ��'y^.••.^v1�>" .-,'. �L• i� , I :.� � r' - `� �/ •"'`,i �C�� ���s.M }ti . if!',' � r � � \M � . �t Y�7 • 4,, �1.1^,� �---•-� �5.. ,� f/ � I fr'.. ar a y� �� *�.` 1 � i�. � F�t,R ,F'�1184� r„ ^`'1� Q+f� •, ri, '�Iw r 'i1c�780^ /a'" �' 1 ��4„• t '�; 71'sVS.T '�� i\\� t,t � u"� � �"'.'S .. � ,'.�"",;�� �'; {� �r�.I+N o(�r �+,�1 \ �. `yyV�' .��*^^ }� 1 � ` • I }'i�\` �. , ,1� ;•�4a,,.�'' �� r,,. `t ' ^'��ri' ,tom++"'' 'r,• ', •Fnecin, .�f N �� . r"�..y' V .�v � �` �..•;+ w V ` . � bn \� 1 i �� � � � �� 1 � '..,,,.� ,y "y0'9O5„ ' iI� �,�.'"s, _i�/ :♦J., .C�.. tt.':w It 0118k8 � � l, 4•q,� alj� tt' i. A w• er a �• l R +itl;'I , ( x�8 t ll'•. -. �:,, aka ,�, E�'e � � a � � j �; r• �, � �,- ..r, � , -' ' ,i �,': a ., , i. C ,� ' " \'11 .+✓ ,+v r^,:. t i Q t.. Z.. �.,i� �!I.r% 'J. ., 11 y_ / n '�. A �, �r.� . •f t r �' ,,.. Il.i• �,-'- ';� i i ! r'" L.� •+..G '. r'�'.r r 9/JX t '..moi ;.� + ♦ :24 '1\ 1° r { ..i «rhJ`^` P ' .•.s`�. II ` / / a r r ter•'.✓ ..�' '"` ' r '` .^..' I � I . ��.1 ub'stul�on' / `,•.' �f �t•r : d. ,�S ^` f r. ( � x BJ5 + J t r' +-- p � �+�:,�L' � � (,1, �, ro . � pv � r ' �1, s �` •�� �t V f{ . �{°� � 0 ' � �� J 11` t � �� w c'.+f� l p y1 /df.�'rf��r�^'��4•±�-. ».^ � f1.,. ��'x f�. )�+1 •ti, r "1���\Aa•,'1`1� 1\Y 4 1 �' 11 /i -� 11 ,'k".� i �d� !!I" ••I°' _ _ � _ af� P �'�` .x.��••,� J 1 1-� �Il �' � r � �. r �,.,.� } .1 �- �r��1�,� / i�" i / ..� t /a•"; r/ /` y, .." '� � I ( ��`'�.15, ��'`r l E �1 �`..,+-... o� �• ; +{c;1�1,4�k�i l(J .� �'�-;fir 't � ����..� r';✓� SI (� �,�zi' _ _ _��,�.J ,��'�✓ "-,�' + I � ,,. , •. . n � rr Cf /4 � „� _ 1 i '' i .Atn � 1 � A•~4` , t».# '� �61e �� �, ,`, � 6t /arti �' ;��'".i .A �{,� � � �ti �, +=:'r 1 I`�� r�r� 6�� ��• t� �J��� -� �/. / e `1 U� ` . ,,.�''`'.� �-.-.�,'r ,�'.:i tel• (%Y.,'1�J��\+....,.,���� .i /P� 1, �; � /' } .«' \ r.� r^�-- �.`�""'�-^�R-�,��'... 1 r�,�'""¢ If��v�,\ti•�,� 554 /\ � f '� J ., " 4�"" //�'r�'" s`r..,.••,v., �r"t✓ �1 +� j'-�.'r f"" �^� "-4`-,..'-^` "� �' .. )j�'1 it \ %1 t' / 4 '2� � r j ,"/y- • 8 ✓, 4 �. ,.,�� 1�1� 1 t�l Jl i 1't `'v.• x' . _.' .r' " �+% � � ��� 1 ''. � �x—' -'.:Blatt n" A �''�,% t'. � )� +,+i 1 r ���iil �� � ti✓1 r+4 �' ,+�.. / �,` 4. +r.•� , ! �— � , � -1..�� �... X17 ! ;:. (� •� f e � 4`,r k `'7l '4,,.- �•� a+,t\ t :. �Idt#01,5 J PO�db�'�'w-Zr.., ~`",fir �,�1 ,,�`1�\N\` ! `! Ill � "�Ml m� � l � �t ``•rf a..' .,�� Re&erv- ponderoa a ; .,,`' \�� /� �. d•�*as-s� s�.i �� '1 I, ,r Arey'j oti, ti `� ..t, c �, Y i 114 . ��`�,� Vrl 111 gym, "97N� �.."_'J�� "n"",.�. 1>^� .-i �',/'r /,. (+j+�� '� 6� u- #,��j _ +.,. .'-� �• I 1 .. TAXON i Specialists aquatic monitoring service 29ttN4YHayes sh water mortftoring 503'/753 5333 Corvallis, Oregon 97330 , y! State of Calilc,'nia DepartMeht of F ,ph and Garne 1761 Nirnbus Roat;. Suite p Nancho Cordova. California 5670 tett Bob Trainor 1 RC: Karsaka Hyd'roele,ct��^ic Project TCI Development Ithc. ' PO E(C-K 6S91 Orinda. CaliforniA. Dear bob • k `n 3• r This letter carticern ,'r.t?E= U. 15, Fish and Wildlife Service s nstream flows on Sucket�. Rg.tn. T. will recommend what I believe F W S-) IF04 rnethcA �l16gy.,�ar�d its application it determ leve instrearn flows shaul"cl'�•.,the pr-'oject is installed and dive reasons for there. t` Esefare discussing ' heze ,I Will ,f-t--freshyour memory on the ;k _ .` e.r.vo�l'Or., a chance of the i4tri5 , ocat inn Of the pro het„t and, ,.. Y.i , � . diversion location. The land on which the;:7DK$,lect 'As to be built is bisected by Sucker .Run Creek. VIroM, locat r�ayrr cif` the electric ger,erators- end of diversion--is 40cated 0.7 rnil'es upstream frGrn Sucker' f' Run” s entry into Lake 0rovil lr). r` 66--, Ieridth of the stream's diversion is �48O Gfa,1et. appr�M,(itnatel,"i 80O feet above the previously propose 1pcatIon rhe;:y'eievatian of the Watcr r surface at the point cif diversiOlh is 1,u.453, feet and and at the pof d r e of ee feet. The enerat i an 11.4 feet, , a different5:3 average+rade over th s distance `is 8, ,s ti; y steep trade for a r productive fishery but ,desirable for a, hydropower development. There are only two Jaw: grad.3ent-:-�1� gracie� reaches in this lengthipre is 1�.kpated at the -reservoir :cite and is approximately 800 feab long. The second iia 3►30 foot reach 1 oca{: ed a short d i jit ance' above the genetuat i it e. By yrea hips--1100 feet--frcrn the `G�rCO feet subtract it7g these tw , diversion leIN— ngth, thCl avera�;J0 gradient increases to "-. ;4 This F portion of Sucker' Rt,an- 5320 feet, or^ 83% o� the length--is Characterized by' caScacles., chutes 'and falls." The areas of �V usabl;e habitat- are !united 'tvp a few pools a'�t the" base: offalls or,behindlarge boulders. T'he Portior, of the creek choI for the IG4 study is re )resentrtl by a 300 foot reach. 5� Of the diverted stream lenoth. Thus section is immediately above the inlet of the reservoir sit and is law gradient"=i% to ;82 and is predominately of cobbl,o s;u;bstrate. E t Richard A. Miller March 12, 1984 page ,2. �1 Dr. Timothy Hardin of Hardin-DaN.ris, Albany, Oregon performed the IFG4 study. He .personally gathered the field data after you selected the study site. Data on 12 transects at a flows of 50, 201 and 10 cfs were collectei3O. Field measurements were done in the spring and summer of 1'983. The results of the computer analysis were hand delivered to you on January 41 1984 at a conference in your office with Bill Dunn, 'rim Hardin i andl me. ' I am enclosing three tables contai'r(ing data on flows and ' weighted usable area (WUA) for the Sucker Run development sitei Table 1 contains mean and median flows 'for the creep recorded e � for those flows. over !F3 ears and Tables 2 and ,s contain mean and medianmedianWUA 1 Ara enclosing 14 photographs that represent various locations along •the developm6vit length, to refresh your memory 4 -of the morpholo.lgy and hydrology of Sucker Run. These photos are numbered 1 through 14 and are keyed to the enclosed map of the pro.ject location. They were taken -on 5/ie/82--photos through 1i --when Sucker Run was flowing at 52 cfs,, and on 7/3i/82 --photos 18 through 14 --where the flow was i3l cfs Take nate of photo; 5: thia is the location of the 11FG4 study �G observed from the bhotos, an important characteristic Of the Sucker Run develcoment site is the number of turbulent j plunge pools below the t�ahy falls. These are habitat types that are riot much affectedby low flows. Wetted perimeters of. V -shaded channels increase much less with increased flow when w compared with low grade, shallowly'degressed charnels at, -in the IFG4 study site. As you see in the photos; the water is turbulent and frothy. Accordingtothe model, habitat area breaks down for rainbow fry, ,juveniles and adults, above 20 cfs. e S2 cfs, 33 efs and 00 �. eas flow. It is hard to believe that th flow a5 seen 'Y) the' ;bhoto,s is being below, th.e optimum flow the Model orediq»ted for ideal rainbow, adult habitat. It is even, harder to imagine this when viewing the high I velocities in photos 1 : tfiroub1h 5 and 7 through 11--urnmodel-ed ` reaches. Contrary to .Nti study?.sr results, these; flows are obviously riot optimum, but much higher than e3otimum acid are affecting ek reduction ;in habitat area» This, is quite evident from an -the - f site observation daring treriods of these flows. The causes of reduced, habitat are `due to the high -gradient, bdkilder-filled, U-shaped channel. lncreasit)g flovas exacerbate high water velocity and turbulence`. k y Richard A. Miller "March- 9; -i984 page 3._ r� i The IFS4 methodoloay; was developed on low-- gradient riverine channels east of the Rocky Mountains. In trhe preface of the FWS InstreaM Flow Information Paper, No. ice, ? Fuazde to Stream Habitat Analysis Using the Instrearn Flow Incremental 1+lethodala, it is specifically stated that the model is to be aopl edrto riverine ecosystems. 'true, there is no exclusion of mountain stream systems, but acro-odina to Ken Bovee, One of the developers of the model, it was not intended to be used or, Y high-gradient mountain streams. It does not have the redictive power for these systems that it `does on lar pger, low- gradient; "law-flowing channels. The assumptions of the IF04 methodology must be considered _before establishing instream,flows on any system. Certain assumptions are inherent in the application of the method. Critical is that -depth, velocity, and substrate are the most important variables affecting fish distribution and abundance. 0 This assumption does not take into account temperature: organic ,,- matter: variations of flow: presenceof overhead cover,: 'types and abundance; and suspended sediments. These are all irrioortant for soawnina, Meedirro, stress, predation and, c. incubabtion. The Sucker Run site is well shaded by broadleaf evergreens. The stream maintains law ternoeratiire during the summer. Energy input is low from both terrestrial materials and primary production. Flow, fluctuates greatly in very short periods due to the poor water interception ability of the highly mineralized, sail, Large amountsim of suspended sod are carer ed by the stream because of previous loggirtio_ and sail disturoarrce on the watershed. Turbidity is a problem in summer r due to hydraulic mining upstream of the protect site. These are: all habitat factors ex stied on 5ucket^ Run that the model is i;ncaaable of taking z,nto account. The assumption that d6pth , velocity, and, substrate, are independent in their influence on habitat selection i's not correct, SKperience through abservaton alone Shaws us this. Cine research study designed to test this hypothesis has deter,iined it is not always true. This was a study by Orth and Maughan: u Evaluation of the Incremental Methodol{od far Recamrnending v� Instr_e_a_- Flows for Fishesy Transac ions bf the American + Fisheries _Society,- July 1988. In this study using three species of fish, the_assurrption of independence of habitat suitability functions was violatedw t]f the three possible two- way: combinations,, violation of this assumption was greatest for the interaction for depth and velocity. C ' 4.4 COMMENTS, REVIEWS AND CORRESPONDENCE WITH 3 FEDERAL, STATE AND LOCAL AGENCIES 4.4.1 U.S. FISH AND`WILD.LIFE SERVICE DEPARTMENT OF INTERIOR L si. Ap�pend�x I y^4. U9111TE® STATES DEPAiiT1U1EAlY OF COMMERCE. National Oceanic and Atmospheric Adirinistratl®p NATIONAL MARINE •,,�its r` FISHERIES SERVICE Southwest Region, EAB: 3150 Paradise drive Tiburon, California 94920 December 30, 1983 F/SWR33PL �. Mr. William 0. Dunn Hydroelectric Power Engineers ,. 60 RoanPlace Woodside, CA 9406Z 9 Dear Mr. Duni): Our agency's responsibilities include protection and restoration of marine; E:,tuarine, and anadromous fishery resources. We have determined that the Kanaka Hydroelectric Project (FERC No. 1242) on Sucker Run Creek, tributary to the South Fork of the Feather River, Would not occur in an area for which we have resource responsibility, We, therefore, have no comments on this project. Sincerely yours, j Roger S.C. Wolcott; Jr. Northern Area Environmental Coordinator cc: FWS, J. McKevitt } PFG, EI, Lollock � ti FERC, K.F. Plumb, Secretary FERC, F. Springer, Chief, Applications Branch Ll t �k 4.4 COMMENTS, REVIEWS AND CORRESPONDENCE WITH FEDERAL, STATE AND' LOCAL AGENCICS' j� 4.4.4 STATE HISTORIC PRESERVATION OFFICER OFFICE OF HISTOR,ZC PRESERVATION P k P+ f � Appehdix 4-4 Kalifornia�Cf11�OC1'C(�W���©lCl1 eunE SIERRA Department of Anthropology Archaeological GLENN SHASTA California State University', Chico ' �� p 5 S,SKiYnu CA Inventory rwM Chico, 95929 t&, 7 LASSEN 11HAMA MOOOC TRINITY (916) 895.6256 �'. Jan. 25, 1984 William Dunn l' Consulting Enginear Hydroelectric. Power Engineers 60 Roan Place Woodside, CA 94062 r re; Kanaka Hydroelectric Power Project; M, 7242 Butte County Dear Mn,Dunn., We have received your request for arecords search for the above hydroelectric project in Butte County. In order to complete the records search, ,we will need p proposed j g description of the location.: a: ma of the pro sed pro act and a legal Please note the Confidentiality form enclosed which should be completed and returned to our office. A copy of the Fee Schedule covering the cost of l our services is also included.. i We will finish processing your request upon receipt of a project map and "a signed Confidentiality Form, sincerely, r Makoto T,Owta Northeast Information Con ter Coordinator . I f ry y, t 4.4 COMMENTS, REVIEWS AND CORRESPOND-.ENCE WITH FEDERAL,, STATE AND LOCAL AGENCIES` t 4.4.5 ENVIRONMENTAL IMPACT REVIEW OFFICE! REGION IX ENVIRONMENTAL PROTECTION AGENCY a l ,t t 9 x 4 k A end` x 4-5 pp , i r The study methodology to assess existing conditions and predict impacts should be presented for evaluation by the appropriate r agencies and groixps. The ;SPA has concern ' for the 'maintenance and enhancement ';I natural resources, particularly water quality and wetlands. These are summarized below. 1. The Environmental Report must address the requirements of the State Water ResourcesA Control Board,' the US. Army Corps of Engineers,'State Fish and Game, and any other Federal, State, or local permits needed prior to project approval, 2. EPA's major water quality concerns are: ' compliance with u stream and downstream p p m water quality o standards - effects of facility operation on minimum flows and flow fluctuAtions; minimum reservoir pool and elevation fluctuation as they impact water quality - reservoir stratification ` - chemicals from hydroelectric powerplant - use of algaecides temporaryconstruction - eros onontrolmitigation sures 3: .mea EPA's major air quality concerns are.: •= carbon,monoxide and,ozone impacts on the attainment/non- attainment area r - tempo,:acry construction impacts. 4. The Environmental Report should address the secondary growth impacts of the proposed developments on adjacent areas. r]5. . The cumulative impacts to air and water quality in the Basin; resulting from construction and operation of the project in conjunction with any other existing or proposed projects must be assessed. Appropriate mitigation must be addressed and committed to im lemenaon. p tti V l 1 4�.4 COMMENTS, REVIEWS AND "CORR`ESPONDENCE. WITH FEDERAL, STATE AND LOCAL AGENCIES 4.4.6 STATE WATER RESOURCES CONTROL BOARD r t�, r i 4.4 COMMENTS, REVIEWS AND CORRESPONDENCE. WITH FEDERAL,, STATE AND LOCAL AGENCIES 4.4,:7 U.S. ARMY CORPS OF ENGINEERS a h� A:ppendiX 4-7 Im I i fir, ` 4.4 COMMENTS, REVIEWS AND;CORRE,SPONOENCE WITH FEDERAL, STATE AND LOCAL AGENCIES c. 4.4.10 THE 'RESOURCES AGENCY OF CALIFORNIA CORRESPONDENCE 4 Ll Appe,hd'ix 4--10 - .,vn5t GCU"�"E0WK'fEJIAN i41u'.' n!h trr,rt �.� Govkfl'N .IF OF All grjje qps tx 41,jsada c,,, � .„,, ,• CALIFORNIA t,+rY ccYtuYgr b Corps a jy,Gss P D rcRECEIVED AUG 2 91983 CfN7t Gfle r LAn44•r.J{IG 5 i / �+t'tkta -:Y+ a Clt+nmltsnl•. I+aPdll Y nt Ylt Q . t+ l e� sl on nt►r'tFt• RAF ,t taltedlrr bejiaftnlet t {,+ ., .t i3arna + ya � •* `'� Curt•• Boa+ ti ty btpartnver.Y t<+ F =ue try / Son t rantnco 44` t; 'h'P. Y rt"+ Mem tnl.,w of „ `:1 ✓ an rrar,Yl r + �a"o n.1 and Waletways Sona .at:r A d d,•rnE. t i ,rtr. w . brF+artrnbl t �,1 P+ t e dnh F?e.fCAPon sY�.r _ditd. �o�s• r�,{ i D.cRBrtment of 'eater Rawutces THE RESOURCES AGENCV OF CALIFORNIA Str a arias 5..• , SACRAMENTO, CALIFORNIAstJte ae.tdma. •t•+ 4 td+ r . 5{dtt f'.dar Rates^utCS BOa Vtl i Kenneth F. ,Plumb, Secretary Federal Eye roy Regulatory c3n Co trrissAugust 25, ,1583 r $25 North, Capitol Street, N.. Washington, D.C. 20426 ' C O NT - Fr-,RC 7242 Dear Ns. Plumb; Television Coriatunicstions The State has reviewed the Notice of Application, Kaneka Project Butte Cou►t y, submitted through the Office in accordance with 0:. Cirof Planning and Research cular A the Public. Utilities Commission 'later Review was coordinated with Deaartments of Boating and 4latex�aaYs, Oanse jeso,tr es',o�Contro Bc d, e, Card , rd Parks Arid ;Recreation, Water Resources, and Transportation. i Ir Because the project could affect .dish and wildlife the applicant m I resole all such issues he#ox apPlyin fora license or pima must a: consultation with the Department of Fish and Game should to bAcion. contacting Faul Jensen, Regional hariager, 1701 Nimbus ?load; Rancho un b ord ova , CA 55670 , �� The Dppar.t,ment of Conservation has provided the attached copy o its !' CDI,G I1ote 46 for the applicant t s use in preparing the pro art's geo technical evaluation, L Control t,� Use of the Depart.ment's xross,on a"d ,:e � 1 II�t7dboo., P,Y, Arnimot0 153];, is also ;_recom�4ed, � di•,cn eSapplicant rias filed 1dater Rights Appl,ieation 27521 Wit}-t the Resour..ces Contr�1 BOild; and has been advised of the t' �1.^ „_ ;atex ma.tion needed it the projectts environment l documentation,o in,.o. i Sincerely, `• �r � �.�,�, � ..t Cry: •�...: for GO.Of'. S OT, h.D Attach lent Assistant Secret ;ry fCr Rest urbes � µQ-I � ,. I Mr. Fred t, Spr,-, nger FvR, Office of Planning and, -Researoh fi ELL J i r CDMMG- ` C.ALIFOR.NIA DIVISION OF „NOTE MINES AND GEOLOGY ° i GUIDELINES FOR GEOLOGIPISEISMIC 'CONSIDERATIONS IN ENVIRONMENTAL IMPACT REPORTS rite followinq guidelines were prepared by the D ltb , of WIN39 and Geology with thv,cooperation of Will state Water Resources Control Board to astist the lafl0prepare and review environmental impact reports. �. These guidelines will expedite the environment l review process by identifying thb potential gedloolc t problems and by providing a recognition of data riedded for design analysis and mltigiating measures. All statements should 'be documented by reference't material (including specific page and chart numttdrs) available to the public. Other statements shouldbeconsiderod as opinions and so stated. Y, CHECKLIST OF GEO:^r-,jn AA'081EMS FOA ENVIRON04ENTAL IMPACT REPORTS M1rl Cato UNP�tofao k MA a GEOLOGIC PROBLEMS � cow" awfor"Memal pralslpe 4? 419"We Nsd IN ,_�.., sitarlwt r 7 ,; Pf1o0l�i1' [F- L �ccravm causwa Pi+o" ras MvpitomaKTAL PRa ms No T" j r tl ualaclwn • r . •". • �_� 1 arlpenlul Compeciwn! sAdi0UAKE seumrc SMltemenl DAMAGE Ground nupluiv t Ground shaking Twnanl soi,ches ' Flooding ; (Fwlure ol'Drns and Lov"if Lou of Amu" LOWOF Ivsisltlll Oepba�la C6,,"Od by Changed OISs0 F 11116' Land U. C.Wlliona Cnning Hsstnaw to - e 20 tinge in C'roundwalr ON , ..: WASH OtsPosAL D il000t pI Eaeaveled MeaerYul PROslO1S PelcOlatlon Of Wtr1e Mntenal ` Lmdalldes,and Mudflgwa sLOP! ItHOtOR FOUNDATION lMalable Cul end fYll 5wves NdiTA81LITY cpllapalble and EOQP Ww Soo • � Trbnch.Wall.'Sttbllu Eioeion of aroifed Miro ItROslOhl, at�MIINTATON, Alleratlon of, Runti FLOOONG Unprotected-Drrnage Ways IftCfeasOd ImperVloda-Sl1lieClS : .. '... . Edfaction Ol QlOUrWMidr.'Qai, ,.. LAND LWSWSNCE oil Qeotlwrmal Eneipy Hydrocompoclwn. Peal Oaldatwli- VOLCANIC t1AEAA" Lays Flow Aah Fall #i i,; ,mac. I CHECK LIST 00: GEM OGIC -MEPORT ELEMENTS lt#RORY gLgMFAYO A. t BoalyAmmerir/e Pr.asM . 0 n 1. Deecnpfion and map Of project, 'Description ❑ 2 and map of mile: 3, Descripbon and map of eis"irfent 0111441e areas; ❑ C 9. Geotdrde ENni+ra (rsAse asheel Wl, J, Are all the.goo"Ic prof= mentlonod? ❑ 2 Are all the glwlogic: prob {4ms ado(tuatofy 66=011I)ed? Q 0 C. 41Mlgetiny 21111026mrw ❑' E3 I Are_ miUget—Tng measures nhcesliary2 2 it ufficront gootogic inforwation provided for the 0 0 proper design of mitigating tmeasufea? 3, Will thefailure of rrihigatingi measures cause an ❑' Ir mrorsible environmental Irt+ Oct? 4, ANwnstivee- 1 Ara ahamatives necessary to 'reduce or prevent the 0 0 irreversible onvlronmental Impocl mentioned? 2. Is sulfidient geologic Information provided for the ❑ ❑' proper consideration of altema►rves'7 ❑ 0 3 Are all the possible aftilmatives adequately deacribed? C k►yaSenrerflallon of the pn jocl I Is ;the geologic t&pon signed by a registered godlogts04 Q ❑ 2. Does the report provide the necerwary; regulations and p 0 pwformance criteria to Imptemonf the project? •noquirod for interpretive geologic Information. M. PUBLISHED REFERENCES (SOI&Cfed) A, California :Owl'aion of Mlrf" wd for determining; the maximum cahlomil 1965.1969 Bulletin of the Oegtragfi PybNeafl6>tlg credible' and the mutlmum probable Selsmoiogical Sociely of America v ., oarinquaims 119lS 61. no 6 I Altos J T of N , 1973, Urban gaofogy l Noie No 44, Aeeornmended guidelines 3 Catlldtnia Owatiment of Wren ftesout, 4 . _ .. mnsfaelan fnr California BuUMIh for preQarrnq engCneenng genfopla, Ccs J964: Crustal. strain and. fault ; 190 reports 1975 movement mverigation Bulletin No f. 2 Groensfeloet AW, 11974, Mau mum 0 Note No 45, Recoirfmonded quipolmes ff6.2 credible, rotk itcaleraiFdn 'from for piepailog mine raclsmAion.plans 4 Collman, J L and wn H*a C A . ad a eerinquskas in California Map Shoat f9>i5 1973, Eadffqu ak•=hlolory of trio _ Unilrfd Slates US DaparimP,i111 or 3 Jennings, C W 1913. Pfetiminary fault B. Other PUI:NClttlw* Commerce, PUblicnir-11 41.1 f. and gvologlc map Preliminary 5 ad 1914 Untied Shea Report 13 1 AIIfin, 0R d N 19§5 Ralrionomp eari1tiqu3kas 197'1 us Deparlmeni d ,Oakesholl. G 6. 1974. San Fenandd bolwean seismwify and geologic of Comirnw o Caliloma, earthquake of 9 February structure in the eoulhafrl Cshlornfa 6 Hifemon J A, m of , 1§73 Seismicity of 1011 bulletin 196 region: 9ui,Mlln of the Swrnological the loulharn Cafilarmla fogion t 5 Nofri No 37 Guidf•iines 10 Society of A'j"wCa .v 55 no 4 January 1932 10 311 December 1972 909109ic'emsmic reports, 1973 ` Z Boll. R A and Miller, H D. 1671 Instilule M rechndttagy, 6 Nola No 43 A60mmended gwoelinea 5e smfcuy ni nor11horn rid tgniral Oantritwlrun 2165 IV,, PU80C'AGENOIES W1TN GEOLOGIC' DATA { r (k, r� 1 li 4.4 COMMENTS'o REVIEW~ AND CORRESPONDENCE WITH FED8 ALL STATE AND LOCAL AGENCIES 4.4.11 COUNTY OF BUTTE r- t. CORRESPONDENCE' r I }} i t x. g d i-c App'Ondix 4"11 �� ..,. �.. ,. � - .. �� i . _.. �, .� i H� � ,4 .�g� K �. t � „ � �. ~tv � a� � .�'., � � _. ' r5 �.'A� � �� v I µµ la Ill I r i h �� 4., �5 Richard Sp ght -2- Apr 11 27; 1984 2. During a dry year, exemptee shall. release 8 cfs or the is less, at all times from their natural flow, whichever Ziversioli structure. The temperature criteria included in Term L shall also apply during a,dr,y year. A dry year is defined as any water year in which the forecasted by Department of inflow to Lake Oroville, as Water Resources'(DWR) on April l and revised on May 1: does not exceed 50 percent of the 50-year average: currently used :by DWR. 3. The diversion structure shall be constructed in such a is automatically mannerthe required streamflow release and continually bypassed.:I 4. All streamflow 'releases 'shall be monitored by a con- site approved by tinuous recording stream nage ata the DepartmentOfFish and Game. Said recording gage shall be propel^ly:operated and maintained by exempte'e: The Baily record of maximum and minimum floras and the ; shall be provided to the daily power generation records Department of Fish and Game annually by December 31 of each year for the preceding October 1 - September 30 water year S. To prevent fish stranding, increases in the amount of not to water diverted shall be gradual and at a rate exceed 3Q'.percent of the total. streamflow per hour. 6. A fish scree,i acceptable to the Department of Fish and ;)dGame shall e installed on the intake structure, and ;I shall be properly operated and maintained by the exemptee; Exempteeshall, bya method acceptable to..the Central Boardand the 'ValL,ey Regional, Water Quality Control Department of -lr`i sh and Game, reti�o� e 13.71 4nd sediment from; the pool ,immediately upstream from the diversion Auh,creek to a site acceptable to the structure on sucker afor.ement;ioned agencies. All accumulated materials greater than or equal to one-half inch in .greatest manner to dimension shall be returned in an approved from the diversinn structure. Sucker Run Cre"PkL downstream A self-cleaning diversion weir Would be acceptable. 8.; Tri prevent erosion and sedimentation of Sucker Run alignment Creek any road construction and conduit should avoid steep and unstable areas. t PI r n , 1I Mr. Richard Spight �3.. April 27, 1984 9. 'Transmission lines shall ,be designed and con.5}.ructed in such a way that they ara nat a hazard to tutors. (see 5uaae`sted Practices far Ra for Protects<, x on Power fines; Raptor Research Foundation, fnc. Brigham YOunq University) 10. All areas denuded by project construction shall be reseeded with native plant species valuable to wildlife. Denuded slopes shall be covered with a protective mulch Or other protective reseedinq technique as soon as practicable followinq active work at a specific site, but before October 15. Slope protection shall be repeated as often as necessary to ensure erosion prevention. 11. Pursuant to Section 1603 of the Fish and Game Code', exemptee shall, prior to the beginning of project construction, notify the 1 epartment Fish of and Game and enter into a Streambed Alteration Agreement with the Department to protect fists and wildlife resources during project construction. 12. At least 60 days prior to start of construction, exemptee shall submit to the Department of Fish and Game for their approval engineered drawings of the diversion structure and the powerhouse to lra,�e. These dr��wingrs shall rJe designed by a State licensed civil engineer. The diversion structure shall be deUigned to pass the 10(S -,year flood flow and the ou,t'let of the' fish flow release shall be constructed in such -a manner that silt and d.ebels do not obstruct the outlet and the release is mad6 Accurately, continually, and automatically, The powerhouse tailrace be shall designed to prevent st„reambank erosion, when water is released froth the powerhouse. 13. Exomptee shall, for the life of the prajest. permit Acces's to the project by agents representing the _�fornia D CallfOrWildlife epartment of Fish an and Game ant the, U, S. Fit h, Service without ror, notification, to; p 'prope`r ensure incorporation and operation oe fish and uiildlife protective measures. 14,: ExeMptee shall implement any remedial action and/or measures found necessary by the 1)epartment to protect, maintain; or restore fish and wildlife resources adversely impacted as a result of failure to comply"in whole or in part with any of theseterms for the project: Mk, Richard Spight -5- April 27 1989 If the Department can be of further assistance, Environmental Services please contact me Supervisor, Region 2, 1701 or Jerry Mensch, Nimbus'Road, Rancho 'Cord ova, CA 95.674, telephone (916) 355-7030:, Sincerely, 'COPY orlOndl ;tonal 6.V J. 6. M4KU.tcr Paul T. Jensen Regional Manger ccs James MCKevitt, CJSFrNS ;Kenneth F. Plumb. FERC t St r. rimardin Dr. Richard MillOr BillDunn bc: R, Flint, R2 _ J. Snowden, R2. Pat Leary, CVRWQCB' Al 'Yang, Div. of Water Rights Jim Schuler, ESB Resources; Agency - RRT:tm- SURNAh1E I { �Ir. William G. Dunn .It :s our understanding that: the u. S, Fish and Wildlife Service, the U. S. Forest Service, the FERC, and the Stata water Msources Control Board all utilize the. results from an IF1i study to either make or. } analyze stream lowreccir�tendatiorns for hydroeleotria )r, jests.: The instream flow, study site was selected in cooperation With your consultants and accepted by them-. Dr: Hardin expressed concerns regarding; the inclusion -of areas, With, cascades and plunge pools because, Of the fluctuations in water surface elevations within any given transact and the difficulty in modeling such areas.AppYnximakely 750 s :Feet of stream, in which probably exisrrd some of the nest fish habitat, O.,d rxt c not be utilized because yr client planned to construct a. large pond for his propo ed church carp. An area was selectl;d which4 we arireed could be adequately modeled, and: all agreed to use these study -results when determining a streanflow sch5ULae for Sucker Ian Creek. In support of the Department"s position, we Have prepared tiro figures. Figure 1 shows mean monthly flows for the porioct 1955 through 1983. This figure also includes a: comparison of the mean monthly flows had the applicants project been operating under his, recc nertdecl; 5 cts bypass and under the Department's 'recommended 15 cls bypass scenar,.io. Figure 2 ccmpares. pre -project adult rainbow trout habitat, ('bighted usable areal With the applicant's recamvanded 5 cls bypass; and with the Department's h recommended 15 cls bypass using the 197.8 habitat suitabi iter cures and the 1984 curves° 7fiQ appl c'.nt's..proposal would result;in reductions in adult rainbow tztl_t habitat during five months. These, reductions rhrrj-e ? from 258 in July r,o 51% in November, December, and May using the 1973 curves and ft'Mn III in Obly to V% in November, Deceml r; and May for s the 1084 ch leves. proposal would result in reductions f;cra;pre"prtject conditions of 6t1� if the 1978 c PPxy urves are used and 33& if the 1984 curves' areu'-ed�l In ccsirparirr the mean monthly. flcxrts (Figure -1) it: teccnes obvious that excesswater• is avai.L ')aa for outs-of=stream uses.. al,thotVh the quantity does not :appear to be, :+s great as; that sought; by t ne app4;.icant it does appear that a suffic,idr4 surplus,,exi.'sts for a; smaller pzc jest« We' believe the. flow t.eccrtmzndation propos4!d' by the Department ensures protection of. Suckerr Creek's 1 fishery rQsource while allowing oat;er diversion for power. gene.44tion: 3 Protection of spawning hGitat within -the iii,pacted-stream reach is to I' a8dute that production of that d0gJonent; will :not kis lost✓. 1. PRIWO w� .. TABLC �^ SMAI L HYDROPOWER PROACT8 CVAWATION OF POTENTIAL ADVERSE ENVIRONMENTAL .11VIPACTS' This table should bo usud in 1- "OT 11 conjunctinn.witH Aonendix 0 ex'.i-weim.+4MMi+!4.sawi a:mrww.+l.nr+.rr.Ni WI[.N.nN WYw+wrwre.w _ Mer.+ '�.1"nrr:. wrw...i) wryirMNwr�bw� �.nr. rtccepta i iype, of Hydro I ikolihood Longth 1,1nnitude hility ''ignificance; t�aciII y of Impact of if impact if Impact if hnnact j 00,10VAL - 0ccurrini imaaotl .r_nr, r hr>t' ,2 r� ENYIftOt(FlI iTAI TMAAGI$ Ave(5a �` utt +t4 5 as I,r sf gexs NIP N .. Gi�.r PI q- ttII fart. M,r_M. Cn x11 rt }} pea (anal h prnb. Post lila= lora• Garr ar " 1. i 3t rl't , 4t1, atria W IV tgn+ Gena, Gua - mrx sa t`�r� � t«r r„,..w.i..,.w.r,n+.vrd'rt+nlawnemrwi+aumotwrrroewww+rJ -.. m. .r r u.m •+� �nww, w.lw ter+ ++.Rwr; w+ ,.r<uu wy,w:a+' : a. Accelerated slope failure X _ X xw k tea.=I i 2. Snils ,l/ i -. a X._. X X X X t Incraasa in soil erosion _ _ e . a.• b, Lo$5 of produativa so '1 X x X X 1 c. Reduction in ',,oil quality. X ;, ._ �. _ r s_. X..» r:.»� X 7( �. ilxdl•alo a, hisi•uption of sci,adulod water dellvorios X X X_ R X x X t Y. R fr7 X„i d h. Disruptionofnatural overland flowpittcrns X X x i c, Chugo in surfAce area of rosaryoir of other trtpouwi?rnent _ x x Y� _ ,%, r1W J. d, Disruption of nolral strelva flay+ ragiroes x R X xY x - fx) e, Intorfarence Kith beneficial instream water Usos X x Xr f, Roduction of structural integrity of dam X X X µ X X X X X 9: 1L]ter ualitY ronfamination by knxld or hWrduud chdm ca7s 1) Resulting real acoidentil spills X x X,„ X X % k X _r,... 2 ResulLiii from dt g xdging r increase ih WOW of t ,. ' Reduction in didoolved oxygen d, Inaraasr, or ilr,Grea9ca ifi watur tciporature Xa e, Incroate in nutrient lovols rely nt*atfna 1 I -a' tojury or, death by cilvtidais 111 :RMsultinrj malt acL'Antal tpill9 x X X_ x X X X J 2 Rosulbing from u,d of pustieides ri X �X ��•K Y X x Y �� ,;� „ . Loss Of str 'nisiJly (riparian) vegetation ^X� %« Cr Red!",Ceti 4gatntiyo growth �Y YX _y— 4-- J, -4. Loss by fire X e Alterations in com.goci"tion and' d nsitl of _ ,, t"c�l +7etativo sl+utas y, _ w .. x _ .., Y ti« f a ;.iildltfa� 1� + ,ury or death of fish and nghrienrgaaisnd Ausuitinjfrompear y.'to quality ane fith passing titrouhh penstock; and turbines t:osultIng from use of ptrs;icilins. X X .lF;.^AYe.X'_a,�.M,wikiMri.k°Mrt,M>.M1e;M'rt1WMrH.fSw.air4'„Ir�,Mii?r1: M�iV.4VrY,. v0i+r.Ui'/I.,, Uinnrael•AGr+wlAWNgG:�....::►..kttAr(Rn 'S'+'K>tK �Rl Y. .. <r.Ml:ril k.Yl'.3"11..s.�VM�n.. x...�W ?,/ Theta are tn'Irrai:n lmp4ct2 asiticia„od utth M?t r f, tt , it nnwit4onr'ant 1 caho�"il al. *001, impacts rola".rd to the+e ruin Irlpacts pre ii%luddd in Appendix 0. f+n"radix D z15o Tieludras the cauros of 0103cts alld'toosures ',or g4ti,a't'ind J 9hort•tcrm: ladraliy occur during twv, lrvCtion 0 ,5 rroject, to snortY,y w,ryomii 'A15a i+ay rostalt seen cortain msIntt,v'lrcft r WYitiel (e,3„ evoying built up srdimeat) 1, n0•t6em, periodic or eaittinuous icrpacts frdt s,tr..,r 1 ;:rettars 'to indefirilui nerir.ts ydmt eonstr,ictlnr+. :'I pr'irtarily a benC+ricial imtact. t,n' evaloationr "ta..Pvnra td'lrns, $ tllr »iital '1,hw' r'y 1't.30t Erin Achieving and/pr trtintaining th4 buIIW t, nay v'^tr Impact that' vuld rosint if, 1,6 mitiga'tion or ter-pgnsatien i,i sura% wore taken, r TABLE SMALL HYDROPOWER PROJECTS i >.. EVALUATION Oi= POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS iiQTI' This table should beused in k conjunctioh with Appendix 6[ POTENTIAL l ENVi;RONMENTAL 114PACTSY � Type of Nydro Faciifty � Likelihond- of lmpact: Occurring Length of imnac.z� Ragnitude if Impact Accepta- bility if impact ct ignificano {f impact r t aim Piha- Prob. Poll, irn. IitG- Short- lbnry+ _ � W04,, cur, hcd. S�att br W unae. SoP' viii+i, or r s 4' u�fl. toss S1 si"� fanAi lima BCte iG1@ jy SeM Lcrq ._ { lion6 ta41g. ti,Ah. CIA _9 bthi. b. Disruption of migratory routes x c, lmprovemant of migratory routes i d, Ditplac ial", injury, or death of e, lncrcaso in fish and aquatic organisms 1 k X X f,: gird mortality X X X XK _ _X �� .X x 7, Air hasources I i a, iole,ast of noxious fumes X X X X X X k X, X I X -- b, incraase in dust c, increasd in oyone X X % _ X t:_i d;r Increase i' 0, Incroase in vehicle emissions A- 1 , D. NLiman } oaltir_and Safuty1 i a, Illness from air pollutants- a X X X X Y ,% X y,i > r• b, 111ness from contaminated water X c, Occupational accidents x x X _ —X t d, Rodroational related accidents;% Xr—L— X _ X X Y, X � i e. Traffic accidents X �r XR X X X X ,...,.;w X _. - X r f, Loss of `life and 'property '(fire loss) X % % X x X %(� -z,._ s o g. Nist.,And Light.f h ar Noise disturbance oumans. and antrnals k X X X __. X X b, lhterferurlce with radio and to! wision braadcasta % X- X rX_ R y, X,-. _.1' i c. Light intrusion into residential areas Xk X X X % 10. W_ostc�Ffana t�nCnt l7 a, Debris disposal _' b. Spoil/npntoxic sedimdot dis gtbl p X, X x X X , 1� " c, Toric materials disppsalX X x X X x x x x,. X d. Sevtago disposal X a. Revision of land zoning b. Change in land use vii thin an approved zone y X %T k X x —Y, , x 11 These are tate main impacts Associated with oaeri of tiro i"T onviroomontal cotettorfes, Other impbtts relati.d to those main im,1,40s are includod'in Appendix 0. Appendix 0 alto includes the causes of'impaots uhd ndasures for mftigating impacts I/ $riort-tei:nv tlenerbl,ly Occur during coost'rnction Of a project W shortly beyond; alto may rasltlt film Curtain magna-hAoCEf ae:tfvitias So,g., roaovfilg b ilt up sedirentl. f limn«tonal pbriodit or continuous impoets from sovaral years to indofinita ppHods beyond construction, ti Pric.;rtly i ben ficibl Impact, the evaluatfion, itavevrr, podressos the advpeso envfronm^vial impacts ;)rat ray result from a.hfeviog and/or Y" ilotllfirm) the bowefft. n imlactthat could result if lid mitiootfdn or ccmprnsbtfon measures tide taw. ,' TABS L SMALL HYDROPOWER PROJECTS EVALUATION OF POTCNTIAL ADVCRSC LNVIRONMENTAL IMPACTS' r +�� Thtstables a should bo ,sad�in d101 : conjunction With A00ondiX 0 P F w✓„ e .. !. w+e,�«..uo:wnr.:.w,r,w.m.®:�a..w¢w+rta«..n+.w......:,m:wMwwa,a�....uw.. sr.eo.u..nm.w.•it ` .w�.e ,- ....w,'r..r«...... +rs.awlir. to 1 r Type or Hydro Likelihood Length Ma nitude D bility vignificanco Faciflty of Impact of If Im art POTBHTIAL 1 Ocdurr<in, Im acts p if impart if impact envi likiv Xi, IMPACTS g p occurs occurs Dcdurs. _ illi+ i lfn- < Unac, ccay i�^« p19 �ahar Pi0a� Pro!- PaSS. IitO• %torn tong. - dYgq x cr eto• 6vmt ur�l Plot �slye - + tins adle IWO tY ta,n t4r:n rua tap14 ta, d:'!• aa�e �dSP" cant , ..... c. Conflict with other laGal, regional, state ; or federal land use statutas X $ X X X k X X X d, Alteration of land patterns _ K % X X .l f. Restriction of adjacent land ,se(s) a• COndannatlon of d l lxr Cuitur�alResources t Loss of archaeological resources 2 X , b. Loss of historic Silas, aroas dr structures X X x X. X '3 4 t. Loss. of architectural structures or' land. scapcd areas _ X 13, kst otics j ,..: a. Disruption of visual amenities i x X X ! 2— b. X_ X n x x' tlndrsir'abie oars } X z g X x X- Y + f9. SeGlooconomirs ..._ .. a, Increase, in recebatiendl use of area X, x x II i,.i ti', Decrease in redr R, catfionaT' use of area ...� .� t d'. lncr41sa in population .., i� ' sa in employntpot ��•" � k, lncreasp Ira i`atn payer costs 4 .� . f, '00 so in rate R of oln,,tricity Gostc i5, utfl G S—fl 1, ds Indrnase trs tlu^and far services x r Transdnrta�'Ion r tnoreas0 in local traffic X X lf. �rrP��Y and�ittnri5l .Respurec5, � � � .�.. IL ?v+ _ a. Iocrgase in ccmnitmeht of honranclvable . .x re5pnrtas x x X X , , *urW,.rcYe.w.vwwr.,r^q+.,,,�,+Y,+y.ctwr.MAS.ww.,W,w't*sn+*Y.�M«*'txww..nri+wwn ars .kr_"vawaYta Mid{ ,tYJ'1'L r. lx. xWw..+" +��.n`•r.•fs. ij lhesa are the rain Impacts associated with each or the 17 onvironmonial categories. Other Impacts related to those main' irpadts aro inclvdN in`Appendix D< ApporndiX 0 also includes tha Causes of irrpact5 and Measures for mlt1lating.impaGts k / Shankter r Gbnopalty occur dt.�«'np construction of a PhoJect to.shprtly hoyondl also may result from, col-tain mnintona o a,Gtivltie5 rte:g , reeving 4gilt op Sediment), Lent, -tet m: Porlodic or continuous impacts from several years to indefinite periods pryond Construction. r' Primarily a '4enoficlal impact. The ft luation, haviovar, addrussGs the adverse anviron;rental impacts that ally rtsult from i �chlavinq and/or rfiair,taininij Ilia benofit, An impact that Ould result if no rnitigatiorcor topponsation ritoasureS were taken.' �,. 28 u lc b! NO. US A"" Corps of Engineers n Public Notice Sacramento District Date., September 24, 7986 No, 9409 650 Capitol Mall Due by; October 23,1586 Saramento, CA 95814 In Reply Refer to; SPKCO-O Commentsc _ - TO WttOM IT MAY CONCERN; r. Subject., Application for a Department of the Army permit under Section ;404 of the Clean Water Act to t place fill material in Sucker Run Creek during construction of a hydroelectric power facility, as shown on r, the drawings attached to #his notice, Applicant'. Zond Hydropower Corporation, 736 Whalers Way, Suite F-210, Fort Collins, Colorado, 80525. Location„ SuckerRun Creek, 3 miles south of the Town of`Feather Falls, in, Section 27, Township 20 North, ( Range 6 East, Butte County, California. I Purpose; Commercial production of hydroelectric power. Project Description:; The proposed project consists of a "run of the river" hydroelectric generation facility on Sucker Run Creek, a tributary to the South Fork of the Feather River (Oroville Reservoir), The project includes construction of an 11i highx, 92' long diversion dam with a;6,5' high spillway section. The dam would be a concrete wall with brouted rock on both sides. The intake wouldbe a 59'`long concrete structure containing trashracks, a fish screen, conveyance section to the penstock inlet, penstock inlet, 4` r wide bypass weir with stop logs, sheer gates, and on automatic sediment discharge, The penstockwould be a buried 36- Q,D,, mortar lined, steel pipe, It would be 4,960' in length and would run approximately , parallel to the creek. The powerhouse wou,id be constructed of concrete with concrete block walls and a wood tool', It would house one 1,500 VIP impulse generating unit, The plant would be fully automatic, using i ,watro level monitarx to (ontrol plar'ii output. No reservoir h planned. Maximum diversion would be 30 cls, power woOlC, Ue transniilted about900' to an existing 11 KY power'linee .Ates Descriptions Tfie ptoject site is located In a mountain/loothill stream channel surrounded by steep s(c�jies. Vri r tuition consists of a mixture of pine and oak woodland. Riparian zone, vegetation Is well developed. ry Additional Information: 'Therapplicant has applied to the California Water Quality Control Board for certification, Approvals were obtained from the Federal Energy. Regulatory Commission for a Minor License (No, 7242),:and the California Division of Water Rights hasgranted a Water Use Permit (No, 19266), If additional information, is required, please contact the applicant, telephone (303) 223-1810; or our Regulatory 5ectionj Room 6526, at the above address, telephone: (916) 55142267, The latest published version of the National Register of Historic Places and'its monthly supplements have been reviewed and there are no places either listed or recommended as eligible which would be affected. Presently unkttowncultural resources maybe located in the permit'area, This activity would not affectany threatened' car endangered species or their critical habitat~ The District Engineer has made this determination based on information rovided b thea applicant on the Cor s' relimirtary evaluation. W y pp p p Interested parties are invited to submit Written comments on or before October U 1996, Any person may request, in w 'Itwithin the comment period specified ih this notice that a public hearing be held to ,consider this application, Requests for public hearings shall state, with` particularity, the reasons for holding a public hearing, The decision whether, to issue a permit will be based on an evaluation of the probable Impact including curiaulativeimpaCts of theprop`osed activity on tho public interest. That decision will reflect the rnational concern for both p.rotectloh and utilization of important resources, The benefit which reasonably MAY be " d9pected to accrue'from the proposal tnu5t be balanced against'its feasonably forseeablo detriments, All' factors which may be relevant to the. proposal will be considered includingthe cumulative effects thereof; among those are conservation, m 'nservation, eGonomics,'aesthetics, general environental con cerns,wetlandsy GuhuraC values, fisji'and wildlife values, flood hazards, flood plain values, land use, naviga-tion, shoreline erosion and'accretlon, recreation,watersupply and conservation,water quality, energy nceds,safety production L r . NO. 9409 Nv- TA, PERMIT. PNOJECt'PLAM i Ili r,;. �.ir •tI t'q A aeA' p �' �Yy. 'Y P Lsf ��Y� J ttj.i€." 1'�IN� ' r :t •- I p� ✓ {, ,.'. '.... Op CrrI ��jl yi,4 eIC� x�r+.r , y n . �.:� •P// f% r ti Y �' i {'' .r.5- Y1 1t, it d T W LOCATION MAP i LOCATION" KANAKA HYDRO PROJECT I Feather falls 1 Butte County California %� -rPi•'G,,1" t',€ J � I �, 'tr,, :.Ir '?s �.i/Y,i'; / 1,4 ! t.» i,, t• ' 'r ' , ��...J- t I ,1,• v: �; � �� r ' ry/-. i��. «77', yi: 7. � '�s.,n ti' r -RUv • u � P, '�~ !r {�f F,� '�U N € .f Yt�'€ t t P1. �.` �`J~`1 j� `•' Y � '���`�� � •�j!' as �/�)€ 1 �t �lrl����rPy�� 41fY ' �' r€ V�/1d..m/ ! r . �� + ( J ,•=1 Q__/ t / y /� e 'I it r'VJt1 r 7d.,��or1f 1T.t{y,— t�•�f'�.lr t'r Ccli:`�i�r�r(Jl.,�-`'..lrf .,fati.n��r_t'�Y• - 4.':x, I.��� ti. �_.a „1 �� z. .r r4 ,i 'Rc-i tf. `r'i'�'q�� 'I1�'t uitf,r trlil ,� O', }r':: y1✓ `I �� _" ,✓ .� "-�.�`'t". ty.. � t'�{�,t1�'APPII.ICANT {uf� ()j�141yt1�?;`� (1' fes_ h i t��r/ C'f tr1 `'r} `t'f"�+ �'� t4 . �""� � t,{"' � 1 11 •»��� ��. y rf ~ 'i ! l ! � •.( r r,.� ' y '{,"��a� �e '"r �•l l Q:��1"J,� 7 v, %' r�y`'"r,77 � i 1 .� , �'i"w�• ' ' ,hJ t �+• Y, , k f�1AP EYia M. P, 4.1i1. tt4+J{ FkPf IOPIAL ...�.�....� /r�i '/�`1r fir ls:'/.g'ry"S��jr" ]'l._ Za�+'c"'�_,1�'f"'�f,r•'�fi —:..!« 'i v,�{ � L..'"�'� � , ... �" r�r^, i. �R,..c�'-,,^�.r,��e•���f �'(:i,-t.,J',,y;.� /,. �+ ,r ' , o ..+$ r 7a• Y i3 . ,� r � �'"?� 1�'yl.,l�.�i='�'"`"!�''�' s�€tr Y,y��{,rOi/ -�t-, '• 1 t "•Y rL€i '` r �? i! ti,,.C��l 1 �'�,}{J�'w }r q � ,�,r L� ' ��c�14'1::Cf ��tl"a v��F M Yl�,.'. ` � i...�N i�r%✓�A :: :�� ovj'� syii„!•f'F"�re0 �. 4 b, Q � y � t� li {C� ��D r t A 't`���� :. "': /ir �t t x_'rE+•�l' � w� k��tY Jr �t rra R�I(Y[)1+17f11TI'RIC'F E a • J .,. Y' r t•. �� . M f,"` ,. ii Yti� \� t .. a A 'P p L I O AT I 04 B r �r t�rT.�'_:..5.�� ,.t7`' r-.v •:,/`� �•� �Y7 t t- ° � •��' I "! ,iiia= ��N¢. F1YI7I2,OPO14Fk 601tP0RATION ilwa.=Y-i al€..ld ►. r, rjW intrvxn....t ncvr r� '"� I 1 r... Lai ! W ! v iY Yr 111 '1 r ':. a-J-xirY 1 ,.Yar•':� du,+.S'r _ :..�•aa1tY1 �� f i 1 '� { euaOuFr 1€,ac r[�€tI "`�t tl��t.,+�' ;,� t•�� DA'TL� ; 5`t�pGefitY:�r 5, 196 � �� bl.. ,{ a {€1. 1�r _o �4.d_��'''}�I.'r3..�.igr`,`�✓�1'"'"-�'F.r'"., '' ;�j YH"wf`+A.,�'//!'1•IIrY1 YMJ..1"=t,J"i-1.�.. .�I.W+I'/" !{"M;.�+."u+9...w 1„W � #.+Va,{, T4, � �•�, `�� 'jygr}y, e�-..,4 [p6� '��� ��x���Aj .,•� r� r �71Y ^a. � �, ".k'�"'A1 ` 1ei�,w}I y i�7 ,r Y �A 9 � r !r�(( p� i w r t j c 1y ��Aet M h�dr � x ;� - ��� `•EAH -•E. �w.�:4 Y {`., .1"i" `irM4A ' 1I �f�{ 1{"y �d ti ys t. d° �:� .Fr•'M'.7W �� �y N i "p'p� �� �h7h'�d � r -.� N 4�� `�•1 t M Y4i 9N f{ J A d" r J .e.._��.. ;. r h �x[�,�++: D t�44 �+ r�ac t � r�"� � � ,Y • + " �' �'* \cam ' , fy '1� nN to Y I� 4 �► "Oy I d �" rs • dY N�rl �, jxqt 1r " r �rl+yNt ..e r �6 �A k � �d.*7tb "V �yy� ..Iy� � J• �Ryi,+l r � � N �dj�� 1• r�l� '� r, �llr6 yY' 0 'A r k• " oN_ reaNiw A �a. s10M1 N� AMINY,6I1 q n '7 J ! + •1 r� nt x 1 „f' '' �i p�1 °B b4'!p a�, "e ;! t� ' . � �''" ��,�a.�•+"`" �a � 4U @ 4,4� aye F�,,.� S�r� _ c aF yy� la! 0b11�j� wom ±011"tiWR. BTIT 13 COUN'ANNINC COMMISSION r Niaeµµw+1n 'f,1�(}•. i a/.j(�,jy�', (�w�},���{, v�A F•f A.f MJY J. J.d.{�w.�FN Notice is hereby given by the Butte County Planning Commiasloo that publie hearings will be held on Thursdayo F'obruaryr 16, 1934-P in the zzt e f5LkStty odX d o Supervisors ° Room, Adm�ni stra�;i€in Contbro 25 County Center DrIv j orovil.le, Califo%- l , regarding the folloWing items at the 'following times ITEMS ON WHICH A NVGRrXVB DECLARATION "G.ARDIN"M �"t� l '"1 �' f fil!�13�5317 9'. Q6 porn. Te lovi,>Io ! Cormunicat Ions, lite. (O"r) - Use Permit to allow the construction o a 50 ac to foot Tocreational lakes a.srd a 24 foot by 24 forst oabin,on property zoned PR -169 (Ponbhill Recreational- 163 acre parcels), located on Sucker Run,: tributary, to South Plork oZ the Feather River, alsProximately 3 milecsi+outhea5taof Intersection ntersex � ion Falls,Pc�rcds�z'o:;� 'Nair mid Lori let 4 i M ' identified as APZ>. 9:45 p.Yn, Clay V, Guoli - General Plan Amendment frog-lPazi:YIP' an4"pest Land to Commox ial and Rezone Prov A- 1A (Agricuiiutai, 16li acre pai,*Cols) to C -C (Community copnorci.a,.c ), On property located on the southeast comiar of Clark 'Road and (Durha�t��-jpl1eqntxp1 Ro13�)yrt i. de�nti.�p'ryl�led� a:; a port�ior! of AP 41^3n2»' 60 more pa M���rN�.t{rXy Wu;O�icribSid as: DexnR a. portiom of, the west half o� Section 270 °1'owrisbip 21 Mouth., 'Razlge 3 Rant, N04M,, sand be nlr �ioro Particularly described as follows.* Beginning at the z oftho e€gter'l. right-of-way line of Clark Road with tha southerly. , rlght-o wily line of Durham-Ve-. tz lloa , thence i"oxlcs�ravig alert' said southerly boy udgryr Uue of l: UrA%iim,.pontz Road easterly for 467 feed:, thence scitboa'ly� parallel to eas°l+otztz'y+ dine of CUrk Road. for 467 feet; thencewesterly, parallel to said o-Uth rly Nawar ary line of D%Arha-vi PeAz Road for ;467 o.ot to a point 1racutea in said aastcrly boundary line of Clarit Road; tiumica following along, said o4sterly boundary, `J ino northerly for' 67 feet to said po ut of bo inning and oo ytai ain ; ';a tzozes, 1pore ere l ,ss a,ripa�a irnate y 10 1114les; north of orovixle, The above mentioned t".ppl ica..ta,ons ni op y . and negati vo 'reports' are o 1¢r a I a-rai,l,ablo s;or public ars; wing air the of fico, of tizo Butte Coujitv, Planni jig 3Jepwrtment p 7 Counti, n terr, v e 1� � °il t Cape n i a b n )11UTTP ' a iJ `a'">�.' .PLANNING:la3s 3,j31S, D, Aa K CHPI?, D-I.R. "TOR CR PLANNING To b6 puUlisho, III the v, rovi I le, Nk;rc� v,,' oil Thu .. ,sda Y) Foba rua }r' 2, 1084*' Notice is hereby given by the Dutte County Pl.as;minp Commission that public hearings will be hold on Thurtda,y, February 16, 1984, a'o the Butte County hoard of Super'visors' Room, Adm�na5�:ra�ion Comer., 25 County Center Drive Orvine, Cra.liforx�x.�, regarding the 1"o�lot�ln l �r<s the ` o7lowIng tines: _ � Ait�x1V�'�"f�"��ir����"�'�`""';�i�A'�'•'�"'��",���C"'�c,c`�4���raa7� p 0th pbm. "elevisa•on. Commutlioat,ions? 111o,. (TC1) Use permit to allow 4 he construetion. of a 5o acre foot recreational lake And a 24 foot by 24 Noor cabin on property zoned PR -160 (Foothill [too ott� ian �l, 160 aere p arcals) , lolzated' on S� x'�or Run, tributary to, South pork of the Feather TU**ver, .,,Proximately 1 mile � outhoast of Mtersection oz pondero$4 raa,y and lLump7lci. 1 Road, off Panderosa Way, Feath0v Falls, identUlOa as AP 9:45 p,mb Clay, t, Gullan - Gdneral. Pl An Arlandmint from Grazin?. a.nci: ( pen bqntA to Comrevcial. and Rerono from A-.'60 (Agricujtural, t6o acre paax oel ) to C -C (C©mmutna ly Comri�e � c: r al ), on Pr! erty to aced oil the sora%lxec�st + oTner of Clark plead and 11t�x aiitMpe� ►yrr toz{do Iden ierl act a prnrt on of AP 41,42-760 more particularly described as: e ng a portjoo of the worst half 04 Soction 27, 'Vol describRood gas 3roll.owsa ink more pra'rti ul 1y� North ltan,o Bait MliMM, and. be Beginning tit thy; in� �aers�ioxa ��" ���z ea;a�erl�� ra1.�h�Y�ray lane of Clark Road wltb alto pouth�r1q, right -of -orgy line of , txk`ha t- + Yk )toad`, thence, 0 jjowjTjg along said souOioxl.y boundary line of Durham-per�tz Road, easterly for 467 feet; thanca southeriyl, paxanal to said easterly bounhary line { of Clara Road, for 467 feet> thenoe westerly.. parallel to said southerly boundary lino �,i'. pW hsa.�t-l�r,xtt� itt7ttd for 467 .deet to a Point located In :falct xeasterly bouv,,dary C1o�jng aloAg saldeasterly bol wa xxeda` tr►yz� line, znorthorl,y, for 46`� e(,A to said poln of be lnnin and vmjtaini)tk,S adros, j0re O Less, altip rmtitrately 1.0 Pilesnorth of 'brov1:11.e-.�,. The above anontimed application , ma.p yid ytettative reports are on file and acvo lable; i0i P"lic v1.ei.i3np at,the"01"fice of the tutee County plamang Dep tmeci•t7 County Coiner tprl-�e, f^ rn'1vall;ek C l +rdn�at ` To be publ.lshed iu the Orovi' l.e' H rcuxof tarp Thursday, P 11 ruary ;. - ,.. .: �. n � .. .. a {{ r .. :J - b C 1 ,. , , :� ,, . I -1 1 1 I. I � I—. . . I 11.1 I . I I .1 I . � .- I - . I I -1 I— I 1. . � - 11 � 1-1-1- -1 1- I- 11 __ -1111, - -11. � I - I I I -1 . I I .. 11 � 1-1 I -1111 11-11 I .1 .1 I � �. I., I I � I - I I � .1 I I I 11 I " I I . .1 . I � � I I I . I I I I � I I— � .1 11.1-111, � I'll .. I TF - I 1, , - I - I __ - __ �______ � - I I I - I � I - I I . - - - -, - � -I _____1 _____ I ... I I -1 _ 1-111, - I I -1 � I 11 . I I I I - -, .- -1 "I I- -.7 - , P I , ,,:1, i I , � I i . , , I � I � . � I I I � I I I . � , I I I I I I � I I I I � I I � . I I I I I I � I � I I � � I I . � � 1� � . I I I � . I I I I � I I . I � � I I I I . I . I . � I , , I � I I I . , I � I . I I I � I � . I I - � I I � I I � I I � I � I � I � I � . � . , I � I . � � I � . � I � � I � . . . .1 I I � I . I . . . I I � I I . � . . � I � . � I � I I , � � � I � I I I � . I I I I I � I I , I I � . I . I I I I I I I I � � . I . I I I � � � � I I I I � � I I . I � I . : � I � � I I I . I . I I I . I I I I I I I I � . i t I I I . I I � . � � I I I � . I � � . � I � . I I I I I . . � I � � � � . � I . . I I . I I 11 . � I I � I � � I � � � I � " � � � � , I � I � I . � � I � I � . I I I I I I � � I � � � � � � I . I i I . I I . I I � . I i I I I I . I I � . I � � � � . . I , � . . I I . � . � . I . � : I I � i � I I I � . I I I � � I I � � . � I I � � . � I . I � I I I I I � I I I I � � I : . .� . . � I � I � . fI I I � I I I � � � I . � I . � � I . � I I I I I . � I I I I I � I I I I . � � : . I I I : � � I � I I I I I � � I � � I . I � I . I I I I I I � � . I I � I I I I I � I � � I � � � I I . � � I I I . : � . I � � I � � I � � � I � ; I I � I I � I . I I I � . � I I � � I I . I I I I � . � � I � � � I I I . I � . � I . I ; I I I � '. � � . I � I I i � I I . I I I . � I 1. � 11 . . I I I � . . . . I � � I I . I . � . I I I , I . . I � I � � . I I : ; . � I I I � I I I � I I . I . I I . I � . I I . I I I I � I � I I � I I I � � � I I � I I � I � I � � I I I I , . I I I . � . I � ,,, I I � . � � I � I � I � � . � � . I I � � I . I � � � . : � I I I I I I . I t . � , , I i � I � � � � I I � I 11 I � I I I I I � � . I � I I I I � I I � I I � I � . I � I I I � I 11 I � I I . ! � � I � I � I I I I I . � I I � I � � : I I I � I I �, I I I I I . . I � I I � � � � . I I I � I I . I I � � I � I � � I I I . I I � � � � � � I . I I II I � � � I I . I I I � I I � I I I I 11 I I I I � � � � . . . � � . I I I I I . I I I � . I � � I � I I � � . � � � I I � I . � I I . I I I I I I I I I I I � � . I I I I � I . I I I � I I � i I � I I I I � ,, � � I . 11 I I I I I I � . I � � I I I I � � I � I � � I � . � � I I I r I . � � � . � � I , I I . � I I . . I I I I I � I I I � � � I � � I , . � . � � I I . I . . I I I , I I I I I I � � � I � � � I I � I I I I I I I I I � I I I . I . I I I � � I I � . � I � I . I � I � . � I I � I I � . I I � : . I � � I � � . I � � I � � I � I I � � I I . I . I I � I � I . � � I � i I I � I I � . . I � I I I � � � . I . I . � � . I I I I . � I I I � : I : . . I � . I I I � 11 , I I I � I I . I � � � . � I I . . I � � . � , I I . . I : I � . � I � I I � I I � � � . � I � � � I I . I . I I � I � 1. I I � I . � � � I , � . I � I � � � � � � � � I I � � � I I � . , I I 11 I I � I : I I � . � � I � I � � � I � . I I I I I I I I I . I � � I I I I . � � I I . I � I I . I I I I I � I . I I � � . � � , I � I . � � � I . I � � � I I . � I � I � : . . I � � � � � � � I � � I � � I � � � I � I � � � I I I I I I � I � I I , I I I I I . � I I � I I I I I I . I I � � . � I , � I I I I . I . , � I I I � � � I I � � � � I I I . I I i I I I , I � � I � � I � � . I I I . I I I I � : I . I I I � � I � � I � I � I � I � I � I � I � . I . . � � � I � . . � I � � � I � I I I I I I � � � � I � � I I I � � � I I : I I . I . I � � . � I . � . � � I � . � � � I . � I I I . � � . � , � � � � I I I � � I � I . I � � � I : I � � I � I I I I . I � I � . I I . � I I � i . I I : I . I � � � . I I I I � I � I I � � I � � . I I � I . I I . . � . � I I � � � � . I I I � � � � I � � I � I I � � I . . I I � � I � I � � � � I � 1 I I , . I I I . � I I I I . I I I . I I I I � � I . . I I I I I I � I � � I � � I , � � � I I I ,� I � � I I � I . � � . � I I . � � � I � I I I I I I . . I I � . � 1� � I � . I � I I I I I I I I I : . I � � � I � I � . I � I . I . � . � � � � I - � . I I I I . . � I � ; � � I . . I � � . I � I � � . � � I . � � � � � I I . I I I I . � I I . � � � . I I I � I I I I � . I � I I : � I I � � 4 � : � I � � I � . I . I I I � I � � � � I I I � 11 . I � I . � � I I . . I . I � � . I � � � I � � � � � . : I � . I I I I � � . � � . � � � I , � � � . � . � I I I I � � � , � � � � � I � I I . � I I � ,� I � ,� I I I � � � . � . . : . I I . � I � I � � I I . . I I I I I � I � I � I � I I � � � I � I I I � � I I . . I I I I I � I I I I I � � . I . I � � � I � I I � � I I I � I I I I I I � : � � � I I � � I I I I I � � I . . I � . � � . 11 I I I I � � I . . I I I . I I I � I � . I � � I I . I . . . . � . � I I � I I � � � I � � � � I I I � I . I � � I � I � � I . I . , I I I I . � I ! I � I � I ., I I I I I � I . I . I � . I � � � � I I � I I I I � � � � I � I � � , � I . I I I � � I � I . I I i � .1 I I I . � . I . . � I , � I � I I I . . � I � . . I � � . - . . I I . I I I, � � � . I � � � I I I � I � I � � . � � I I . N I I � � I � � I I . � I � I � I I I � . I . . I . I . . � . I � I . I I � � I I I . I � I � I I � I I I I I I � .. I I - I � I � � � I I I . � I � I � I I � I I � I � � � � I . I � . I � . I � I � � � � . I I I � � � I I � I . I I I I , . I . . I . I I . � I I I � I I � . � � . I I � � I � � I � � . . . I � I I I I . � I � I � I I . I I I . . I I � I I . . . � � I � I I I � I � . I I . � I I . � � I I � I I . I I � I I � I I . . � I . . I I I I � . . . � I I I . � � � I . I I . � I � I � I . I I I � . � I I I I � � : . I I I � � I . I � . I I � . � I I . . . I . � � � . I I � � I I I �� I � I I � � � I . � I . I � � � I I � I I I I I � I . I � I � I � � � . I � I � I � I � I . � � � I I � . I . � . , � , I � � . . � . I 1, I : � I I I � . I � � . . '. I I . I � I � � � �_ - _ - .... ___ ` I , I I I � � . � I I � F I- .;4- - - � -1 IF - - . I -, i- - � I I' . - I "I . . . � . I - - - - I - � _11 . . - *� -- - - . , , - - - . - � . , � I I I I I I - � I . I � z -- � ., � '. - ,., _ - , ,, - I - . . � ,� I , - �, I I I I � � I . . I . � . . , � ,� - � . . I I I I � i I I . I � , , - . _ � z I , I I I � I ! � I I I I � I I I � � I , I - I 1. I I - .1, I .1 � - , , - . ,� � � . - I - 11 11, . ill I � � - - . I - 11 j 1; � I I � � - - � - _. . � . 1, . , - I - I . . -1 . . - ! I , ,-. . -, , - , .. , 'O , . . A - k � � - - I . .." 1�1 � , . I - . . . - __ - -_ - . _- _. __ ; - . � . -, � - i , .. - - _ � - -1 � I - � 1. - 1� � - I -1 I I - �_ . I _ I �� . - � - ., � , � . I I , - . � . I - � . II . � � � I � I , � - I � . � A pi -� — - - , ".,� , I- , � � I I .. -, I , - -, - -.1"541 ��!`;. 11r," . - I ��,.', , I Ashland KIM'atli Falk' ' ' " - f , 4;. III, -r, ", - - --- - - .. I : I - I ,� ( _.,� 1,rQ7', � . 1. -, I � � . 1. "& -S,' I � � - I. , , -A _4 *�,� y . :* -, -,,� - -1 __ � ��_�,___ A ,/,r- - -__I F, " " ,t ,t : " ,t - - '1� ." � - � V,,;", Ot;r Laktyie � �, _-1A .:, �w. :, ti �, . ITII� 11 -0� � � - I # 7�� �,O-* �� - - . , A � - � 11 . , &4� "' k4effill I I I .?.�j ;�t r �_ ..%.tf' . ,��,, ,;,- 4111a , 1* - � I � � I I t , , I , I . .. I . - 7 - -x I I . -1 . .�_ .� - . - . . - I . , - ; . 11 �, .- , -, � - ! � I, �_"' �_;��,_'�:;:,",_ "; J�F�l � I'. .. - � I � C ! ,� - I . " .1 I I I ? / �. , 1r*C, f � \C-,�rl I _� IC - I , � -� - - - - - - -- . — -,---.-.-,--_-- !n.,_., %-i I I I = , . , - I -A .-* - - - - - _' � , \\, � It ww*v , -A . r -l" ,�* - ., - - - - " - - I _,;�'�-(�.Lt�=� �111� - ;Doms . � . I - " :.� I - � It- 0 . � ,; , 1'. 4- Z2 -t:", , 417 IV- I I I. "'PO'i i. ,, � � rulefol , , I C_ I I , - P - � V , t , I I I , _ � , ` g. " I. -f , . ' I ;4 -1 / I � . -�4 t , ,_ �� � rjN . -J - , ,�6". �� , tz 1, 4,.�t .. -�I�f.� v wml -7.3 , .1 � . I U�p 1 11, 1, " j __ - "( I * . & m " HAMD,j � MKdW 1 .X! 395 � Z . , I I I I - I � . - I r . Z . I � _V , I . Acoum � vA 1�1 1, _ , � � � , 22 \ . 22 23 , /rjedf Y106 , l,i� � .- � I . I _. I I I , , - .;4 . , . ...... -0 M .A� � " .v - ps - .�. v. � ...... R - I - W11 . � 7 I - I I ___,_7w, . I.. FM ��, I 7 1 0 - . . I I I . � � I O�L_ , .,-,--u __ - 1� I I � I , , " . . I -_ I . . - -T—, - - . __�.m___�_ ,", " �, - ------.,.I � - -_ - I I - -M_ - — w- , 0 A � -1 .:. . .!_� , / � ", I ;'. , k1v I I � k;,� I I / - � - . I - . Ite ., - . 'Ir -- -, .,( - " � i I I - -L - .,I ,� - �� � , �_ . 5 '. __ , , - �`��* I .- �, .j .. Ir? I I . - y . a I ), � T -20N RGE M ID 13 123 , � ,, I ,mev , ,,, . " , . , � , I , :_rr�_��,_ __� I , ,,W, ., .�, � I . . r , , . = r , . =-_-7, �,"6_,"KI" _,^-:.:_4- ,777, --� . . _ f . ` , , - ` , �'�, " , , . !, , " .. , " , , I I . " ..: �11%'�,.,-, . ,.,'-,',"f""-.17:"�-,.,..�:"7'77T-.' r - ,.It�0 ;-. :" , I ,4 I - " , I . .� , , ,�A, �` I U""". ,-.*�' 1.4 a J� ',�,_i_ - , -, " � � - . ,m. . " , *� - , � , � . 1 � ,., ,. , � . ''. I- I ! � L Z 4 0 MILCS .. t -��Clk �2 8 2 T� .,;':', .",'j; ` I, "Y,:�-Va,�,, I, V�_ 27 -.!',',,,%1.',�,,,: : *,,�,..-: �', �' ,; " " , '' 2 � . : .;�� '.-,-,.r � � � - I 0 , � , ,4 � : - 777-uq�-r—m-_ " . I —" _/l . I - , - � * *r..L%-� �rqp "j�,A - ,! r %,� I . 1� . �71,Z.� - � I I "'i : I � - , .;, -;,�,!,!, � 11 I I � �, 1, I ;. "., � �, ""'.". ,,,,- .,� �'N. I ..\ ,-Omo,ev ,� I � , '. I .I � I ,14. 1'�, '�. ;. ,.1 ��, � ,. " i 1. N. � 1. � I.. , . , , C. .�".�".., .." � I, , . I. , - ..'. ,*� * " � - N I . '� 0 � . A ' � . � - - , , : . , -1 , .I .1 - - -, 1 ,,��, --, "' * �� a r mi SNSIA , . ��. ., � _' ;,, 2! , , ,. "' , . . I � I I . , " --.. I, ". �', . - :.-. �, ( - _'n �1111 11-1 ` , �v,,,-,; , , , ��? I ,, .- -,i 1,,K -"1,I,1 - '!� - I ; -6- I � ;-7 �; .1 ,,;;t,�i 'J;��7,�.f�*,;��11-� �, " � , . , . � I -,, -0i.- - � , ,�. , ..; - - - _4"� ", - ,, ,z - � �- ` .; , , � I, "4 -%, � ) " .,m � ,,� � " , ,,, f , -.., ��,, :�� Ill ,"..'-., ,. �, A I - _ . , �, - I "� � t, - .1, -N) W, . ��,' �: I,,", I:1��K �k Y: �,r` -�"4,� c4o!? * I . I =.L .? - - --- i .. I 11 - , ,,, , , , Z�;,�,,,' k ,l , " �,,,:� �, . , � I � ,� . . ,,�-,- _ _:� _ -;" ,-� ) ,. , , ,:, !:L,:��.' � � 11 I I I'll I', , I .� )q� -, .., ,,$4 , -.... �I;q i I. -,*-' � _ .%� 1 7 - , "; . ',,,,Y. � ", I �. � .., ." ` -4.', , .. . __-,.,,,;,,�,�-, �, - ", , , I . I - r, - - 1- -r t�7,.--.;7��ji , 7T--7 .I,,, -I �t - i I ��, - �i_ �,, ,,� - - � ''. ,� , , . 1 , 11 �� . � , � I , k , 'N.,"'V-1.1'...". - 4,;;N",'-��:-,. . -*.�,,�,�.,�,,.,,,"!,i�,.i�4�4"���.""."��.- ,�--',::.. . .,. , � I I "'I', , "' '' - I %__ - - � 'I , �� . " .- _':: , � I, " .0 . �, � �`O�* -.!I - �, .I- - �,,'� , .�, � I , ,j . � s .t.. I i ... turas I .-. - � . ,__11 - . �;.-,, - , - A. , -�-- " !�' ; ,`�, - - . , I:; " '�,'�,' ,.,. , , . �. --',!�%' � "I � . � A. , . , . - , - . . , I 114 � - , � 111100 I � - , � , - - 'I:. �'�'`!,,� -, ; .� ,':,_ - !& T�,', - � 1.1--l"V 1.41\1111II-VI .1 I .. �, �; ., -.1 -a . t t.1m;i , � . ; - .1 r 1 ". . ., , - �. V 11 , 1, - I, ''. , ", : , , , " � 4 , , , `:, . ,.� ", Barlei, , �p . I . , �i` . *',. I . , �, . -� , I - ,_ � �. � - :,� ,�, ,", � '. 1� .1 ��, �� :,:���t , , .,� ,,,�,',;�1;.:'.1,, �,..`��,;,,';'�,.,*,., ,? C d - ,% - I I I , . , - 7i t -, -4,-F_-Y-- 0, - I , '.. , , v , � ,I. � , , , 11 I I I I . 1 - . , . , . - 1 L `-4 .1 ,:. .. , : o,�.' .. I %!III:�'47,; ".1 km� , EARImm � � .f----!= -1 �_ _�_�---- -)�-: - �F1' , '111_�",'J� 1 A, , "' , �', - i _: : il . � - , �- " ;___T - - -!I � . -I.,,:: , - , , ,I r", : , ,1 �, %:4,", , , . .;i ""t *,-'.,��. '� ,�,�� ,�-',� 1; � ,� '. " ��- ,:,. '!'� " - �� �� "" � -, - .- , .,� - .�,, , - , , 60ft Of Silmon Ad� - I I � 1� , � I i-,, �. "i , , 'N , " ..", , 5 "!".'.-,.:�;-,-', " V, . . . , - - .", ,.�� I , , X � P I - �; � .. . " - ,�,.I-'t ;."t,,:.,:" 1,10 � 4 -n -,-,1':,-4v, -,,. ..J. - .,., 1. -1. . � I v - , � * r,�;, __ _'0v,1'w, , - I - - - * I'll, 11 "i .w , . , .� — � , , . , .k! . . .. , _. , . � - . � 1 , .11 ,k -,,� - . . I ;', .*."..., ,4 , _i. , V� l -,"'O.. ,I - �� , - .N.0" _ A. ,I;;.-- -.- ., , � , - � ,\ .�;,:.��, %� .,� � - ., ,I ,,; I �, �.�_�,, " I 11� ... �A �* I ,; ,� ,t . - , . , . � , - , i " , _t �" I - 7 . ,I- I. ,� ( .. . I ;� � e. I f I i* I. ,.� N 1.�_ � . - " ' ': � �, . , . , .� , . , , . I 1.41 � " ", ,;":,.%'-t;..., , tv, , � I I'll , 10 kz ,C . ., j .. � � i � 10-- '� " _, 'N N . � I 1� 11 "A __& .. - - � I & - J �� .. .p , � "', . , , , ",'� ', . . - ,7 - , ,-,--- - a I Hoop. � � I . I , I W - - 2�_r - _ - I I" " ::"-"A.7��'�.', � . . , �. ',,_' r � I 1-11 . ,. 11 A : , , . f �� I , I- - , , -:! ' I I 4,T-"i�,�- �J,j "; �, , , ,� '. , ,,, ': I I I'll, . � .1;1� , .\%;�, r.,� " ��:, �, -,��, ��, -,�,�:-,, , I . � 1� I le I 1� I - 0 - I 'i r �, I , "', ? , . . .1 � - �; ", " , '.' , .'�'.,' - 1, � ,,, -'(�, � , �j ,%.' .*,i - �� " * � - " - . do �, � . . -, . I - I � I I 1� � :��', I , � . . % I- , , �,;.- -1 ft of I I . . ,,,, I X. " . ., " .. - ��',':,,`�4',�.�h ,� -,,rl,;, , _� �, ,," ; - ** �1:11, - . - i �W.,::��,, - . " , . "I �, If � , I : 1. - , . ..r.", �, , . � I. , . %,, " ,�.I%:.,�;','.'�, I..,: '.�-. r, ., �, . ._,_..V,j��,,'Q;, - , .1 'r , ( V,ft j i "I I �_.�O.,`,� - - �.V, , � I. � . � , �, � ',z , 1'. , , ". -,.. :,�.' � � �., L t'", ., ;, - ::. _ , " , � �_�`,-'� I. , ,�".'�_, i%,_., , . � / - , I � I �C'.� . � '� : I... - I . !k� . . I �, - I -�" �= I __ . . '�"'�"',�.�'�"��'��'�'� r ' ".1' 'r:: � , ��". � . "" 1, ,, I" , I - "I , !;s ��, :,� � ,,"�:�" :, -�, , I � � I% 1�- �. . , - ,!N - lav,,, I% I", � 0 \") , ql�,'�.-.,,_�,,,,* ". � r ", __ - I I .;, ; , 0 , ri, - _.,� 'i- - re,-�;--,.Pi , -"1 , i" - ., , , ,,, � I F,�,-' ,,,�;�,,! i . ,,, - '.k',1'.�1,'.',1 , ,".., �� t . - �_ - f'Q I . - �_,_ i;. -,r Sv , , � , - � I i - " , , " , . :�� ,.,,� � modefint � p 1. , , , , - I, - � - � . , ,, .: ��," - , 'O." :". " ...: ,,j��.Z.."'.:j i "", , i , I I , , * qn,_ - � � . . 'I, 1.,�. -� - - I - . . , -I v,-,�.I.',' .,.,,,�. .-,%X-,�!'-,:;j;,'i, a , ��* , _ I 'I . ,..� :� ..,-� � , - I I __ . X , , .1 1� 1-1 - - I . � , I I ` `� � ,�.'! , "I 1, 1% iti�' - - , . e F, :., I I � , - - - � -.�,�,-;%. I,.,.',*,'�: .V I 0- �. V. .1 , �_7_'�' 1�. � I I � . ��f - , I ' ,� , ,,�,' , � �" . m, I - 1% � . . " I 1�14illl I ;? - 'I .. 1,1: "I .: , : � i `�! � - I � . . , 'I " . � , , -� 1;', " � - '.', -,�� 4, ,"_: , , I. ..'4 , � - P. - � *' , 't - - - ; . , � !, , , � '-,. k , �, ,�,��, "I., .. - - , - -s 1..�=, - - M " � i. I *1" ;' :�, �, ..,: - : I ., , .*:� . ,`,,*� !�� " , ,-� ." ,",',-,"I-.V -."', , , - , , ,� _ `* � Nk ',.',k-- i 'Dr , - ,�_7_1" �--.:�� .--,. . . .i ,i ,;,�., -,,, , ,,,, v, -, � '�! � � ,�k�..1'1�1�: * . � I I ,'� � - � 11.1 I I , , ��, 11 , � " I - �s,'�, ,�- � i - � � Kot Cmik ')� I . . I I , e. ,,,.,*,� 1,� .; �1? -,--,. . -, t',�,;',,'.*,�'�,g�',�'-f�,'-�",""�,��:�-�,- -10.,,;,"Tj� sk,. 0: , a ,4t � I t I - ".. ,I � ,,, .1� I I . - � ., . - , . I , ,��;,! �i, - -, .I., . ': I � .� - .. N. . . �, I .-,.-I. .-r-11f.- I " , wraftTvillt i, " � r,n I I .�, IF- V,;,�,�.w " I, -,,,, ,. , w., I - , * i I m t . 1p ", � � � I -1 �, �j -- e ;;,, � 11 , I .-,: , , ( �- "r - %v*,, -0 .a,.,,.. , ,,, I .1 , 11 . � . � \ I . ,;.. 11 I � �" w , - , � , :�, �,� - , z -., I . I I . " � ,.: - , , . . . � '.� 1111�. � .�'11; 1, . A , ., r . I ; z I I I I . 1, � 1-1 , I . � �. , I I "I ... - '! '��' , , w ... Z�u I Gril I . - , �. " , " " 7 ,,,, � i - . 1� . I , - - _�. , . � 7 % �' ' " � 11 I 11 . : � r I I ; ,, -, , ',Y�',',,".;, .1. , V�,,�, , ,�. , _4,)�',.,",*.A't* R.", -i ,� , .-e�'- '4- j , . ; K) I I I I , - * � 0' -� . - Z JI; �W,�W, I � ",v, �,!',il : I .1", , I 11 _ i .l.", ; �_ � -�,,,�,:",-, , ��,,,.',`,,�`�` . ,� � � , '.'- - a � - 'I- , I - , , ",-1 �, �ff ,,,, , , , . 'i : -_ - , - i �., j0. �� '� � ., � t", t1,3- ,-��.-,. X, , . 7.,.> - .r�j I, __ . . F, - � , , - , r I � , � . � . �., � � - - . � , _ , , � I - I .. . � � �, . , " , . . ; , , -, -;'..,' , '.-,!�,:;�*�'-',!,` W"'. , - - , .I.- � Ix 11 . , Ir. I . � I _� ,� 1 -... "'t J , I ; ,�� - �r!'�-� -_ L __. -, I - - , -. Z4 A " -, � , ;� OA . ) r - I -1 �- ,., , ", '' � , , . 1� - --�e,3�,-�- , - - ,;�- -11 J fn '' , , , - I N . f!. . - �r�' i ". .If r 4z; , -�r�' , , .1,1114. 1 �,, 7.��, - i " �, I .�-: �, - �, 1� �> . " . , � � �* I I., ./ . ;_ j,1 I , , I" 1'� * �' �F �,, - v � I - :j I,q : 7 , � � , X, 2" I -71 A , I . �;�.;�" �w;y.,,, -, I I - - . t 1�' - 4" T 1-1 - - ,:,r .- - Z_ � r" , I " - , � , .,�N,�.. , - , I �1� � I - . . .� -) � _1�41I 1 : � � '10- -,�.-,�,-,:,- , , I - . , ' , . � , - ,� � ._;Z,. . , .� , "' � , _. 'Iwi_ 0.1 r, 71� �1' � , ' 'r I I. - , ,:- , 'v, "�, . r�,;;, ,., ,�,"',;*;;_* .",.",% , - , , ' , - - Red , I ,- � _k -f - 11 , I I I 1 " , , ,*i -,, --.,, ..,��.- ..".7 -,,. , ", - -- .�,� " �` , , ", . - � I . V.';'�? .,*. ,7�,, .-,,I "'. "",., � ". f , -�4 - . 14, "', q-,�,-.v,!�, -1 j � - - -_ If , M.0,4, ;.,tz, j. �' t A �. � � I , - - I',- ;,, . 14, I-- , I 1. � I'- - .. 0, 0 .-f-Y I I - . " . , . . . 0 f, - �� _- - I � I - . _rj %, - -t, -4 , I � - , 1p"I.V.1'.1" - r , . . . , - �'_ not (000. . *,- "' , 'T-',,'-,'��,,�, *,..4�,*.,�,�, �,.',�I�'�,'�'.,I, -;,,( - .-,y., "',*f5 `,-:�, , "� '. I,.' - � . I ta-, ,,, 0,1`�!., , . . - w , _ - v v � ..'e'o .- & I - '-, * , " '' f;,�*', - - � IF - ., ', , , "" v , , 1: � j , ... �,.�-t�L IIJ . , �-.- E ., ,� : ,�.��:, 1 4 , �,c -0 q 1, � � " ` _� -4-1 . 11,�,_:,, . r� � e , r, - , _;:.""T,.� -`-r ; ,�, - Z., , .i�",' .1-11 N I , I Il I � � .-I -1 r.Q L _r �� � _��, �A,1,1., ' 'j ' . %� t, �,b4,� I - i ,, , , �, ,�t i .. � , TIL � * '. . " . , , � - - I . 9�� , - -r - " , ,� ,� ,r,,,,.,-, *,�."�,,�� , IA � a , , ,., . . / � � . -,. i . I I . � �, _�,. !!,�'�,,.:_,T�.I -"-�:�",,),,'��,*,'-,,-;"-...".:."",,�'t', " , 1. , " �`-- I .", I ?In 11 * I I . , . C 1 -fir f , 11; .��. 1� -1 .�.. - , I a I " .. .l.'" � i, V..'J I'. '. I , I - . %. . " " , , , --, I � I I " 1� � � � � . , . I - 0* Al ,I* ,*f. � . , , - I I- i ',�� ." � , `r" �j , , . .. .", '. �, .�, - -.; . � -.�,.,:�,,, -,;,-.`-,., , ',,'��*.' ,,).,�,,%� , , - . ", . , _.. .." , i , - � , , , , , - , , , , ,%iL. i 1, . "I � . , � uv,�,.,�, -,�� " 1:�', A - - '_' � " S �, w sjk4o � ��', ,_ . , , , � " ,� r, I r 1. I "' , I ;:1. .t X ��Z�� - - I I A C. - ,.-;. �_'.' - 6 -.'.',- , I/ 1 7 il. 1 ,�,�.��.,.f �,�,� ,�z . , . I : . . -I _j .� �V �, Z . ,�t",%', � t, � � , , p 4 �_ .1 'i ` , , , . . - . I - - ,; , � - L - !, , - _/ I � - -11, I �', %' 1'q� .� ", I I � , . , - . , , , � , ,j,%,' I � , et . 4 ?� " � 1. �, ,� -1 � -, ., � . - . . I ,_�,' . . I, " . � , , , , " " , , , � " - - - 0. I . .� a ' I I, -1 � - - I , ,-o--, - ; . � 1 - I , I I,.;, IV - .1 I ,". � � � , _. I '.. �, '. �;�t', �,, ,,.- . - - - , � � - � �., .1 I � , . � _j /7 �, � � '�, - ;, I I , : .,C! ,,, - "." ��,�, ,,, ,.� I . I �? f I � , 1,11- � � i',� �1, � -r�.� .. -I' - I r ,� � ,� - '. .. i �.7� V .. ,, A . ,11 I I . � � , � �;, :. � _:.,;I ,�: :-,;!: ,�". . W \ L "; "I , N'V -, " - - , � '" - r -) S , I , . - - . ,�,��, 1; -, � . I I . � - 1V - . W 1110 I . " . I . ' 1, , T!,"� '. I I _'111 . - il , %J ,- i , , � I .. 11 I I .. . I ,v; I I , " �. I - "' , ,,.� � %.I� ; .l.'e.-Il". � I I ) f , , ,, Red I , . I 1, , , A=iz�L�--`,'4r'!; \,, - - I � ) , . 'r �Z..*.,:, . , i � I I. - _', , � , �� ,�� � ,; - , � - . . � - �j:,' . _,,� , .. � - 11 I t 17' I . , - I I L __,l 1-4S t ---- 1..�, 1�?,!� - _�__ L-1 , f I __ � '! " � ' -;' 'iii'"��'�'� I . I I � � I . ., .,,,,�',,", :�*�.,., I 1� - I , -.1 , I � r I ....... me I LN; , . , - . I . . I . , . f � 1, " ,�,e*-��,.",i..,,-��:. ,`,.'�',, ,^ , 11 I - . . ,; - ��,�y mill" - - I I lomime , I . V " , � . 33 ,;��; 1, - , - - *t'64M Aft . .10 __�,` I 7- I.- I . 11 .1 . , I I I., " � f' � - .� r I u . - - I , , 11 t. ",;, " , .s,, z 'O .^ , I 11, .� � ZZ I - � I ;I, e� '.11 "If .,'� - . � 4 -. :� t-',. 4 ", � . "r,".. I. ,,� N I%, I I - - r) .; " -i 11 *-f I . , �,� 11 I". 11,� I- � 1, 1- L � � i . , �, �`,� ;:, ". . , . .,��, �, . . . I 11 I - ". , . I . . I ,;� , , , , . G, � . .. . � I 1, ". � ., � , "".. . .. I— . . 4- . 4 . 11 -:�_ �,, , :��!", -1 ,��;, -'� .009SM 0�vf'm,,M!!,T� - --�7!�7 Ift-Ir - I - e �w I Lot MWA 11 ? 4, '� M ! 1 :772 'le - . I _�, � 1�� .� �11 � , !,� - �� - , - I ft, " !m_ -,.m_ - m - m - - - I . , , , ,� . ,I'. ,,-!77,7!-�,:7.7-,l L .. � '1- 11- � . ", r , t , I '- -- � . " 'i . - . � I __Z,�_ . I-- 'i ir 0111 I . I *0�"l - - ., "":." ,-.,j,*,.o,;.,;1! '�, I T v - t %-,_ . - I I 11 .1 k .; . . ". . . ., ,; 1. , CK V4 ,,�,4m-l�,,,,��,,, .*- k � , t, - - I � now M �-'� ; - , . wim 0 lolls a 6 milo ,� ", -,, � 1. :11- . -� .."k, � ".. " , �1� � .., - � .I, I . , , '. � _ � 1� � Zr 1'\ - % . " .. �,�., �. . . -, , , 1�, ., ,k � -i ", -�,L' . 1. i.: lil, .1 . I - .. . I 1. . "IV" ,fe . _I-* -Y _'L, I .1 �, I , I'll �i'�' I' .,, , 11 a . � , . , I_. '. ,e ,,�,,�i�; ..,.,� ?,. -�! , � 7�v 1.p" r i -, 'I , , , , 10 " , , , ,. , " � '4 �_, I , , - . , �.' - �;._. , ,. , 7!� : � , .= . 1, 4n ;, I - . . 11. . "I , I -� I t s � I - � � . ,� �::-, " �. � I I . I 11 , I I I I � I. .?t ,�,,; -I" I **� , , -. k�` ); — 11 � , : I . . - . VL_ I - . _� ,�ii " - I 1-1% ,_k�, . .�". - , - - - -,�;:� - , �� - 'D . " C am",v ,*"14 1 IN , .i� , I paml I �', - `7, , , I I �_ 11 - . : - I �'.,'� C4, ", , , � -_:� .1, -,�.',' -.,, V. . �4 '�_ 1:_1? -I- I - I , , 1, F ,`, "" '..` - � �1,�.xf � , � I I . _ - �. , . � " � Y..21' (��.7 ( . � _� - surt , to I , "�, -'r, * '-'-,`,'-,�-":-, : , - �,_;,L-";..,-.-�'i�, .1 , ";t,N , - \1 � � . , .; ,� , - ! "to , 4 � -'1I, � , , , , j"",'�� - -'sj *-, -, - � "I � ,.��,�,", :`;,r.�' I v , � 'S� - . � I , w 11 . - -11 - . '. , ,.� , - ,.�i " %, " � :.::.""�,-"I.".,�,,,�."'.',I , 7, , - � tI, ,; I UN. I , 11 , , � , I I . I I I ,I I r �` - T, � I ),;�Z-, A I V� I - `Z , � "I �� . . ����7�7- , ,' ,w�i. ;�, ': ,.�, ,:;'�-,,--!1,';,-,,-,`�, , '. � , . I :� ,,�. . .,�b ,� I . � . � � , � ( .. .... � " * Z � , " � ,i;; .11 . �-, 2'0 C " . I, . , i%, �. ., I ,"%,.,;"", . . �4, - �\"Ie`�',u;'11V,'v 1, .. 19t 1.�* -i� Ill , r , I , . . !i: : I q . ; , . , - - I I �Ki." .1 0'%1--""- - - I � , "' . . - "'. , . - ". . . .. "'.., . "... . .'141. .,�.,.�,! , - 141.')'0,??%1 Orly . . � I _% I � - ,� "", I., -� , . - '0 -, , - , . , p I . I 11 . I - . - , , ,4f��,�,; ,,, _�, % - ':_��, __., I . , � - ,-,:,,,.-1.`�, ,�':',%.7 " , , '!V , � j� , "";�* -,,�,�*." '�!,, , �. , . - � .", . . � . � � � 111�.'. ,� I . I , , I I . '�L- ' �), � , ; N .;_ , .� . - .,K!,;'��;.., ` ` , . - 1,*.,of,�,, I I I � . I I . , -, � , � ,�.;�,,J . ,.,/ - , , �� � ; . * � , , X1.";1-11R�1 . _ z I - . , O" �, : - � �-, .- :�. , I - , 11 . I -1 - - ,�, I ; I ; - ,�,, �.--, V . V I r,"' �,� - 4f 4� , �, - -!'� -, �', ., - . I �.. ,:.z ' , ", , -�-- Or , J. � I I , .� " ::1, �, � 't� �11,�'j , 7� W 1% ,� _f,,,�� I _ &� . I m . . . * .11� ;w , I I %1I - . � , . � !, I, ,,�,,,�,� " " �,�,_,;,?,��*;14 .. � I , 4 . � , , � `-, ,� - � � � � , %�' -�'�,'r ,., . ,.I", " . -11. - .-,i',?.,', .,-'.-' % , ,o _. I - " ,,, 1.,. ., - � - ; �� Z -t _�'-,.-_ ,e - .11 . ,:.. - , , , .. w , DO,i If , -; � , .'L ,�, � - . N.-... 1�1 , .� - - Qn> , � � . LOCATION MAP � '. - - ,�� , �t - ?, " i�i� ,, , - . �,,. -1 .,*J�, . �' -1 r - I - .:,"V - �4- ,,� , . ..� . .1 � ; . . �r � � y �� � i A4., I . � . . 1, , I- � ,;%;�,.f. � I-, :-��),'.'t�'t,t�,,!,*,�,..L"".-;"q� .�r .6 y . .z F 0Vp.r,'.;r!�-`,`-`,"`- - Dr.99 � I I .,_. I �� ,�, ,-�., . �6 yv*,!.'��,'�,K",� I ;�-.-� - �.' ; I I - I;. * � I - r�,�;"��7:%t-�' ,Oro ��,�.�� . I 1 ..��,� ; I.- I 1, ,�.Ir 'I, I . _� , , � � I N�,,,j;� , ��; i, -`r' , ",.,��,�',_,j,. ".;,�,, -4, 1, I_ .. ,.'m, st�_ _., - .,�,�'�i�N,�', '' I � I � - ; ,� -1, .. � , " 4, r:, � .� , , .; ;I., � , ",--j, -'-'..�J�, 0;� .1 I � �, - -:,,;, �111 , , , 51 . ',4�1,�'Aj' - - ' '' _" , - - r. . 11 I . .. , '. a �,% .- , -I., ,;,. "O I v -V ,- - �' � � wAffits * � �. , , I . ,,!. . - �.,;.,;! : , .."', �.' - ", , Grid, ) r .", , . " I . - 1 - ": " � .. � - (p,-,-;".,�-, �jl.'.,'�,,'- " ". %V " � ,'f�"t,� ;7,:�f- rf't ;; - `-:, V , , - - . �I. I "i �: ,,'-;; . � -1 �, , 11.,,,,,�,., � "� Neada E, ;.,r . 0 , � I I . i , , ", ,'�_; -.,\ri.,k%�, " � � I �, , %1.1�11jr,�,I, !,�41�'�'.,I�, -,'� -- keeg k , .1 A ,t",;�:.:i.-� 1�,�i. - .. t, I I .. .,,�11.1,',' �,�,-�Il, t , �,�? �, "" '. ji - , " 11 ... 1 , "', - � , � -�,�- ?11�1 I .,�,:� _:�- I , - ;,--!L -'�'- " , , " , ,Z,� ,, , <N- N - "v, I .� . Upw """.- I �A -;,�-�`,�".'- - `�4 " .1 � - 1. 1'.� , I. I; " ..P .. "�, �, - _... . .,I ,,%: , ., - �., 1�1 I I I ,��,�l ''I�' .,i. 1)" N ., - " . ! ,�, , .. . . �st' [ � ,". - . . . I � . I i -;r ,,,,, ., "7 - , , y�,� . ,� - . , 1_�._ - - .1 I - . . I , - � � �,,',��t_�-_",.,f.',�j �;�,-',�'�,,'�: � � _ C "4, V. 6";'% - .. I. , , I I , I . I !� , , 11 , - 1. �.. I �,:�r, Q� . - ..., I � t � . - L . , I , " " ,,I" _ 0 " , �t I � �.� , , - `1 11 R 'N I .Y:.!; a �4 . 1- - �,, ,�,Q�,;,i .-, ��-,,�,� ,� P-% " , 1, , " ?I . - ,.,. .I ,�. : 1. . i ,. 'r, .' - � 4 . . " . �,-;�� .. . _�` �'11'1'11�1 ,",* " ��,.'� ';'_ --'-,,,* -,*, 4. , � u - - Goluu r., - I , " - _^ , � . ` ' kl.* - � /)t � I , - ." " , f, "I It. ��11 ��, . � �` -7,- ; �, ,. ' V,,,��., �,, - - - :� , , �. -, ". , , .., � `11`� I 11 .1 .., , , , ,� , I �,.- i � .*.��it, - - , ..�,%-"" , , ,I��, � "', . - w It b �, � ,`.Czq�ri � 7" 11 , " '� � 7 .. . ,��' . \ � ,."" � I -11 -.-,.!,V, -,r" - �6'-L'' ` " � ___ ,.,."I Ir, i. n1`1'%Nw'Z%V..,- i &". ., ',,�,:;,,��?�, -;!i I 7 �,� 14� - � .� _: ��.!.,,,,-, -.n r � ": ,,, i , 1 j ,,I� 11� ".....'.. I � , ." ". liz . I \ v � I -, �"'L -, - _77, , ,-, �, .1 " �., c " - 11 _r -k ZQO!" . � AV,_�":";�_n._ I , . ., � -"-,;7. �, -� 1� ".17I . - b .�. ? \ ,�c -K N, - - - .� "'. . .:� � � '. .,�i _ i,.,4_ A � 411 , , r . '. ".' . , �, 19 ,_ , 11 � - I I - L, -V��. �;,�� 'I, '. �� ., - It H I N % �4, . , .:",A,�_ ?�,'i, , . - , ., � , ,�, , . I � . " � I � i� , , . , � �\ . I N, 5 �� , I I W . 1�1 ", � "; ,,;' �,�,�;"! . ,# - . - \ , v i" , :.,:-,.-,% I, ,'% .- _ I I I ,.", � I ,' , 'p, o " - , I., � T, I .. I I - , " ,�, 41r I � I _ , I. ,I' ,-I-_-7 , "!.-. .", I 1"1,.,.:, -. 0 . .'-.-. .., ", . I � _;� , . ". _. , 11 . I � . i ,, : . �' :.. ;�*. 1,81" "NT , V . ,, I .,� " A � I -, .R , r1i. AUbujyj I., nm � 4 . , "I � 4 __ - ' ' _�'___' ' � I r, Ii 1."�'y..!% ,_ �"..�. * :.&P,,� � � � I 1-1 I- 11. "I - , 1� . . � . � , :11,1; � " r 'V . , - - - I . '.. , -,, I , � , , � , 3I - I I ;tP,�,,� N:� - . . �'. � . , I " - " I / I ,,'N�,' '!,,",.,L,';, 'IkUl��i �_' I 17.1", 1 . ,,�� , - p, I . .-,% " 4 - I I -Z -.--- �� .�2�4,. � ,: �. , , - � � I I I � & 1. �. - I ,,, 5" ", � . � �, � , L;; *1` '�'�' ` .: I � I onrm� -1 I I I il: _.- - , - . � N�p.,Z, ..'. �-:.-, 1,`:';"'.Y,.`., ','�� i ,',�j'� - _Y�11,1 1- r�_ I � I � � I � :! , � ��.' 7 ,., r-,. ,,; �'�', N C H "' - ....... � .i� I -, I, 1, -� lq 'N � a P :,� i:'�-�,' �-,-;:,,. , I., , . .. �- `15�.�,� 1. '"It., I r, �p . . . - .t, , 1p, _.�z,�L� . . 0;7- L I �N E / - -:,�� . :� ., , 1'�". ; I � . I I � . � � . I IS ?� as I ., � 11 "I 1. I -1111111 I 1. I I .v \, , � � . 'Par-% '71 - , � � I I ;�,.N.,,, .-A.4%. , "', , �-�,I�nC I - - 11- '� " 0 0 , I ,.""_:, 11110fia , � I. v '�4�!;,�7:11.j, 1101*141 , 11 � -!t,-v;V , �. i, � -.7", , , 11-1. - N I HealdibU16 le , .", , I " , ��, " . R L, . `. 11 � i. I .. � � I - 11 .11.v . , W 0 r I I, � � '1- � "'. "* 'j, . " .-i .6 , I I � W. I . , ok� -, , . -11 . 2A� - k " j , N I pol - , 0 OIL 4' �,'_�; 1 � �;, " � 4:, T I - -; ", , . I I 00 ..6 Ion : I , � ,-� -', � , _,:�` I , .'' , I- . I -11 �& - _1w tOl', .. , 4 , . � I E%)S'V_1 I-, ant -11- . � , ., F �'.."?,;&�� I %,"� �-. . _�r -1 - �,, . " - I I I I . J� - , 1. I ;1 . 1. ;1L I � ; , � r I I I - Ill ,� vi ame � � ' .� .\,IQ' "'�T5�,?_-,�,'�' . - - - I � I , � r �, I p6a , q-". - I - I k Y"d I ". . . I - I �'� " '__;'�- .'r"�'.e ... f " - ' L '' - - ' _,_'��' ' __ I I , I :� \\1 i A ,..+ �Uflff Ct ,ell , . ! D,Ydj , , . j . I 0 S � I , /,�` . - I I , . I 0-%" , " , � � . " " �.�� I --#-. . . 11 ., I � � I � ;'�!,:' ,:,". x .1 , ,q _ w ;-, 1� ".1, � o S '--', ; ', �, ,�� , '. � 1% a " 1: J I � - I - � , -, ,�* ,,, ;,,,,,,� � I . I .1 ;'�R:';':,'� �r`l 11 I./ , . �. . � ", . � , - I I - __ . � :� �'� :. �, I '. L, " " , I I 1.", _-, "'! .74 "W _q .. I , I 1 �4 . � _;_. . %_ � I ,� ,�, , Lr '� I a 1. I " . . . w ; � ,�r . , � , I ' I . t . i,� - -m 1%A � *� llt , I . I . - - , ; § JV.�, , ., �� _ r ," , �..�� . I; �, �,.�' : J,� . I � �-"__�,4 - � .: . I '0 4 1 �, �, - 1�. � N", . , I �� .:�. � , I - 'u � .1 , � - , "' '-I" 5" �ova a . .. i Sac 11 r fl- I I , �, li - " ., �,�- , ; , rd � ,;--, I I if 1". - I , I I I \ I - I .� I - I , - , � \�% .11, � . - ,,�,�. . , , . . " I � .� t,�,,v, I , , , , I % , ;,,' " �_ ; � I I �, , _,;" 12 f -V . �� I , , '.�� -, �' .- �, "I I � � � 1�,,.�; , I I I � I ------- . � - "', , , ,""' Lodi -1 � I , , e '. �:, ,�,I, , . :1_ �, " I �� , , 4 , ,� � , � .1 � Y� , , V ..;-, --_". . �� . 1, 41 Ange4s E.. I / I . L , OF- r� - - �; � . , . I ^ � . / I -, � I , � ,; :, � ,A� L., , I . I - 11*CN - !, H I L � -7c� -r- I - ,� ..., I , ., - . v I 1�1 �%afae Ar V .� I I ;q 111� .1 I - -1 v , ,� -'I - ." . I it . . � . I S1, . V, 11 I .:, . t ,�, ,.". . L - � , /�e_ � I. -, � @M-44 L , . , ,�-,40- � �.� � I % , i , I 0 . toe on 04rtt . . � I - , , Iva �,�.T,*.p ,. . , f�r�-� I- -, . � I � r1c, I . I I 11;1��"';"(: -L-. r `�;-,� - ' ' 7r�-7r--,, i - Z) a[] "1011 I I .6wo I � I I � ; L!� . _11 . � ,.+ I VM ,�:,:,, . ,!! � �'� �';� ' i6CQ� " "' ';� - ' I 4 �-, I I I I - M4 , . - it . . I I UnUer. z - "I " X. �- � - . A ..'r �� ?" ,��, ' I I A, - " - � ' lanitch - I I "' " f I I , I � I � I .:1, �' , "' -,�;, " , , - , �, � , "I -1 I I � , � �' , , ,�,�,-- , ., , 1 7 " '. � "": 'r � �� I I , c. *.' . �' I . - - I , ". .� , - I - Fra - ' kl-'nd . � 1),� �. 7 -".6;, ;Lllgp-'�'.�'r��A,�,�"","",�"-:" ; 11 ��, I - 7 FIGISCO. I- . I , V _rl I , ,, , V� . - 4� ". � t , -y wcy! I - * - , . I � W,: 1, __r 11 : . . . �,� I . A, , 11 � -5 -;� �, �� .. .. .. � � llrl�`I'o 11-1, �1.1 / *I � Moduto � � � I � � � "I - � �., , � , 1,- �,�� , � - Ir � � + 4 � I I , . I " , ' �'r, . � '. - PaCifio ., y r '11 0.,?""\ �� ��� � I . as , � " - �'At � - �i� ., I .11 I .�,�"%/ , � _;,,�, - �, I � .I I,, �,4,,,. � , � � � I � I 7 I �-� . � A I I 11. � � I 1. 1!11 . , '. I I 1, - � - - . I I I I � " � , . � I I � I :, ,-r A� "- Z 4/ �,� / , .,� �" -! -.1, I'll , , . , .1 � , ��� I ,� %. � I . , t� �, _;, , ,4 ,. .. � ,�� � .� .1 .� I x . 11 , . , . � , " � " .. _. � ; , , . , . � , . , , , 11 . ,�- Z 0,� . I � � � � I � "I . 4 � ,%. .. - I - I,'-" �'! - I " ", I � , , . , . I � 0_%,��.- ;1. ( I �� ./ , I . I , 44 ,fv , ,. ,,, I � _. � ,.� '. �_ . L ,� 'k ,:ill. r, 'L� I 1 ;A 1. , OCAT I ON MAP I � � ,� '' - � -1 ". �.,�, 1i - .,. v.. L � - , ,. Ir , I ", "' I - ': � �--�t- .11 -I � � � � - I -1 1, , A �,,�'. , I, , , �: I 17 11 , �,t`N*.*:*%,*,..'4.:�, - �.. I ,�,..,.jf.-,I,, - � .4 -" ,", -,, -- ,,, , *-.*' 4 "...I., -i"'VI, -I it - u _& ,.-a �_ I - i , I ) I I 'I 'I 1� .. _4 =�, � - __-4 . I e�_ I , t. , 'I - -, '. ',-,�,11 J, . . -, . '-;4,.�N',-.',' ..,.";, 2, n-raaf i AtwatiN. , - - ,61:1��. "merce � I � - .11 I 11 -V . , ., i-, ,,�� � , Z%Sal j0Sv I � I / ..'; ,� I I - . " '. , ,;� � - , ,,%`�',, N I � L - r'. �;��:, �,0r . I., � `,,� �t -� ,1 I I I - � v � ' - ` , , _ , , - " - * � off t , , I- V��4%,'c � -'� . -,*,- , , 4 � I .,� F�:, " ' ' '. - , r , '. I ," I I , , I � .. , " 101r, ;;"A,�; I �,e. , �,�..i I I I 11 1 4 01 V / _� pr , � � , .� L I.. i , ,�,*.`Ii��,, "', "`.',',�i � "�w ,��-.i. %i�,',!%- ". , i - I I I '3r, , .11 11 .., A. � Il. - 11 . - I I Y.. , " , , " � - I, O " -1 " " . '1� I . ,;, ' . . I I ---I _ - ,,',.�, ,;A, , 711f_11*11.__M-,�\ "'. t, , '' ',��%,"Ct, � �,�, I- � � " � � , , � - , , , - . �,�', g ; I - �\ . � . 11 A,�, , � 7,1�,,� , , ;., � , _. '�' - , , �, '* , , 64'. 1� ....., 1-11. * I. C wh -IV , 1,_ � . . � - -, " . , - , I I ,1� .� Y,� ��4 i ,, -'� , �11` ;7 �LL`,, " f I . 'e". ,'�;,;-.-,. .",�,".,_".- � , _'� I 11 .. . 1.��,' - �.,, --,,i%,',,'��_-,-,` _,,1z,,-;" � .— � � I �; . , I 1. ''... _.',_...0.� - , ),.� _,�'..'1�1�.;`.*"I"'.k � !,G %O .-u - . I , � -, 'I , :'� , -, - "t, - " -,Z � r I "". 1,;�,'i-,,-',-�, -,, '%� . , ,;f U" - - I ,,��%.� .. J, . Z, " _ �— i "'��,,�� � � I. , , . _;. � � , . I ,;. ). . I _,;'_j_,_ 1. _..1,%PiN:,t111, � I - .1,1� t , , , " li��, �',;�, 1%, , � ,�,,� �."� I \A * . 17___� - �7,11 �g ,,.",�.,"'. I . I , " I. I I 0'.",--:- /' I , , P , , I .", ; I . -.1. .,,�,, : L . I I , I I- .1.0 .. , , I �', , 0 , .L I.''. __1 - - - - -6" i.w I- I " , , � , , . I I I ��'." --, -,,�-�i,:�, ,,-,,,,C ,11 ,�,.� . � I ..-'. ;' " , " - - - , ts -C1.4 - p 1�1 �A,,',�14,','.-�, -9 . , , I'll ,� .1 � I :; .�, "400*iD" - - � 41`*"*1*" , . � � I I � I u I . �; � ", JI01% _;1-:"_ - - ____;�_, .. - �'O*i ..' Af*"Ok��" , 9 40"' 11" t � - � ' ' '� - '%_�"' ' , I ls�t"5 00 a , � . , �:,Li.,,:, �i,��: 14 - - '�",` ir I - , I , . �, I'l , IN I I . . , " . " -,, - - I v k "'.""": � "�..% I. - , , ��)i , ( - � , i �, ,�,� �,�,�-;,."",�ls,�l-l�i**:",�*--",�.* 1�_,'Ilitl�; ` - # . I - - -1 1. �Cce , , 'L ;, .." 4� �� �,��`�� ,� 1 I j I I 10 I �11`,M_4�11',�i,111'1� . ,,* i�_x ., too � f -K � , j I '.. I , I _ , '7';�' � - ., �, '. � , 4 a I & ..' . ��� . , � ' I I., t , � , 0 � %a le�, 1'.� A. � , , . _ ( %r � `-�" ' "'. � ,� 11 i - I ?,� '� L. - . , 6 %,.I I I - - � .., .. - , ;I -,�� ,- - ___=� . � I , , � � - 4 ' 4 - I I : �y / Vtk . I �, _�. - I 1. ,. I I - I � � I'�� I I.." - � I I I 9', - - /-, ,ZR � ""_Z��;��_ - � 1�p ;V., , I , %. v , ,,, ,,� �, � 1. I I. I / I I - . � , I,P.%, , , , , , , ,_ .,� '. I.; '. . I , ..'\ I ";, I "'. � . " I . I -'-A.�� iR �Ml ,,,,,,�.!� - � I V I A � . . ': : :.. , " � oi"o.$IX-.�FXR;(:�a'it.t�r,.,p4ua ,Vk I, � " , lj�", -�, .)'-'.,*,'.1.',� " " a '. , �, .� �ti ��,j ,,�,�, j�':"�! , 1 4�1 Ir I , � -�'-',,'�- . . �.,.. , � �, . _', - ,,r4, , 4 -I -, T 'i"-,',�,,�i,.i�,,���t,;",���Ll,!,I.14,%. 11 I ', �0, I ` � I I S _,q " t- I ,,, -Cr ., I v_."'.., -, �.,: ("I - i'. �v . - I I el. .. Ii " � k.o , �,, " � ,,; :�� � , ��.j j 11 i , "". ," ; � . -�1,z'.,,-,,,�;N,f' , , , , .. . . � 174 � _ , I ,= � , . � '1-16 I �.. I�' I' , , � I � I � , . "",7 �,z. ", " . , I i-,-- � - �� I a - 11 I .� e1C %,V''." �.. - I I ,I - , I � � . . , , ';�,: �',� � �il�'�.!:: � ,��., I _� - .25 I-': "..-;",%t�k�'i� � r ',"" I, t.", ,4, - I (" - I'- � , , , , .., ,_, � " F ,,, - I I :� " . ,,:� n T _ I .1 . ! " N 'N - �� ri� u �_ - -,r :) 07 .1 : " _-:1.�'..... N-'.1 I- " ". ,�,Jfi,�;,;.'! vI" "I', I;. - 1L1N.,j,-,, f. _:'(N',.4,�.: 11 TELEVISION COMMUNICATIONS INC � 1� �* ,,;. . ,,, "/ 1-11" . � ., P4� ,� -, ".1 4. I I ,""�� , j I 'j1.:,';. , �,t' ", "' , . I , , \2 ,' 'I , I : � I � �';:%.,`,; ,�-_�� vt.� ,i,,',,� .;,.,,, ,� � �, �� � I " ] , '' " 1, I. I /`,; ': .... .; - , , �Axi,�.,,__,11 _.__� , � A. '-I I' . , L _1v,:1-%1fo,S,..'I4," I,;,14,",-. 11. I I I �- " I I . � '. 7. , ,'�% � 1.1� ��,, "I .. I 11 I I -11 - - -,r. %:� 11 1. " " / _____1___, I _e� "..q , I '. , �. . ,,� .;... ;'�.;" - , ., � &11�il�, .,;�,,,,,�,�l,�,�-);.-�-'�,,,.,.� _. ^ . 11 I 11! - 0. - �, 1�,,p, . - I , ` � , :", ,,,, �;�,','.-,�, "r. �i,� * I� ',',",.�.l . i�, -, , , �_&, , I I - . v �'. ', -41��%, _. X�i" 1",-,", * I ' '' -� - ., I I � �: ',, - , . , "'.. , . - A.. ,,..'�l.,,:,�,.��'1,.L:",;,.i,.� I . . . '. ;� ,' - I � �4 *: L�_ . I- I ( .t .1 , , / _: . . . , , .,." ; .. ,�- .,,,� A'� . ... .. " _ T" ,,,,, �-..,,,�-,. .I$ ". I III" . - . I ! I . �_�",...�"_ , I. ,� . 0 1 1 I , , 1111 I , - 1; 10 I4 � .`; N.11". ... , _�r'. I �',_: 1, " '. �,, � �, - , I. � ,.AF# � I "'I'll';"j. � I � 0 %*, , , , . .:� ., .�'_ , - "� , , . , . Ann$* T, ,-� .- , , .�( - � ,� .:,. I � ,�� , ,�; , I " ., , � \ .� .RN11 " I, _ ,� . �q , , : '! I I ......... - . �. . ., ,,..�� I. � Ik� '..." - I L � C -Zu�. I . � 7NIA11 ;�'��"";%�� ., , r' �. V_ 19 1 a a [ ;, - ", . " , ,� , '. , ." � ,�!i, .�. - . -1-111i.- � rinda, California I I f I . , I - - J /1" , ,,,� .. '' - I ". �,., I 1. ., "I 1, .� 1. ll, , . " I 'y ".1""!�-, " , - ,� �� __ - " � __. , . I .", , �, i"i..", IN, ,'��, �,;,.;"-, . � ,�, ; r'.,� - � I I I . '. �, � .1 � 1, , _... _1 " I � . � I � - ,,,% 'N'i," - I � , lwzl� _ � , , . . , " .1,� I , , � � _-111, ,���,',P,T-,,-<T,,. 7,;!", -, " � . . , .\ '. . - , ", " 4. !, � - ." . 'Inv I I..' I . , I , 4 . - 2 � . ,x , . __ , �% � , -- - . -.4" I* 1, r . , , I 1 , � A I � r . - . � � ": "t. , ", �', , � - , 0 :, . � i � I 111.1'.. " , r � .. _ I ., � -1 *, v � ,C� I 1.zf:�!�:;"-, - .�i,�-,k",,"; ,,v;,.T, 111.�.�;,),�rl , , - � �;;' , _��, - , , , I- 11tt — — 1000 Lsoo z000 Frim i -, . I ", �;..-. ' '. . �11 , " �� 1;-_.-,.-, �.%-."j .�,,�-;%,-_,� �. �� 'V., - I Y, :,� INA � � � 1. �� ".:1 �, . I I I � I ... �L` r .4 ,�, 1. ,�', , , I � I -� , .,.;: 1-.� . ,,,, .. , , , *11�111k� " _",j -, '. - "'O" ..:., 111�'R��,_.11%11'11' ., ,.� � , % �', , � \111� pVIN'.. 1:.It�l ", 74%4 * - 4 -!i .� : "t, . , I � ie 4 , .,�� 1:,:�_� 0011pli I I I 11 I .1 - I - �,, ,�,\�,�,,,,,,i�,,,�,�4��,�,,,��."!. �j " ,.,,': ,.,' L'�,',.,�,N�._,,�,;'.' . - , . - I 11 K", �1' , ", "I, !,.� �A 'I'll , I 11,11-1-1 14 Q . I I,,,,,. . -%, ",."V. .) -v . � I I .1 I., � -mum � ; , � . � . , I- ....r-, . � _.�� " � , i, _0I`�` i t"l-, � I I . , , ;�, �.'.. i'V.,10V -, -.;,�-.jj�'N I ": �."k'_.,V". -. "', " .-,4 ��, "', ,,.,_�,�, �, , , 'I I" . - I . . . " " .1 I I - , . , , . , , - `1 . ,�,,t":s , . I :.',�. _ _ . . _ _` ,-�, ��.s , I,,�1-7,�L , 1� I I I I I . I - I— - _ �"t. , . , - - � .." .. ..., . � I I I I - "* . . \ � ; . - , , '. ,;", . � * - "' .k.!�., , . *Y,`,� - . , -* ,�,� '.'zV1 � � `Z'.'%',1;'� �- I I � . r I I . . � L ,' " I , ,S;4 , - , - , , _ k . - L � . r;. , I . m , I ,1 I, � 00% .2.1, - ::_, / I I IL I "' , .: . , � , , ,,;�,, . I .,.' ., I . .1 I ,. Y, , , 1. ,'� � .. f L I . " I , - Ij - " �`, -, - .�j'.,�z.�.,;.� -- " - 1. K A PIAK A � ,V 1� A � L,-,, " ,,�,, , , �, ., " . - , ,� , � , , , �- �-�,�', " -,��t,,;�_, P. K,;.'..,.,v- , - - . � ,,',7�`. I, .-"..�.' I r , I i ,,, , - �, I I , I � , , I. - � - , � . .;� '."�,�1,1.1:,-;. '- � , " '.1 -.' " ,-!,-'-,2 ,�,-3 � . � $I , . " ,'.',',,�,� . ,� ;!i, � I - - - ,� - , - . *w"'"..". ,III., ,'..'l . � , ,� I � . . " - I I , '. , . . � .� .�, V", , .- I - I - W, ."L";- , , � - -!..1-, �"'. 4 HYDROELE I 'e. -�,�� I I � � I I - ' I., .... A.� I - . .1� I :u I ". 4,, " ,,A, , 1; 1, 1 4"" "", ;"..11""�','.i1 , , , y . ", " .. �_ - I, .",-s, I , 11 ; , , , _ . , , ,�,,::,i,;,:m,��, ,,'�v.,.Av", - .,� �, ,,� � , I 1 W,�. 7 .", . 1 , " ., , ., � , . . - .." , , , . ,;, ;,,� 7 . I "I i '. , .., I. , " � � . I I 0 I � � ,� I I I. � � ,.� �, - , J.,� ,"--.�,,�,, , ��. A � , *�'INI;,-,4 , .1- 1.-',�,.",-, , , ,� , - ,,, . . A_ , � �&, , * ; '\-w. � I L" I I " �,, , r ., ..�" ' , - I � , ". I � . I , -414 .,. � , Il� ,\t �.,. o',,,,*��.,w.i' _� -" � - "i", , , I.." S`:"v. �1� 4" Z. - � ,� . .; ' ' L'I �'.k�-e, � - -.1 ' ; � ' ;�` ;� 6" , w�._, I"- , I -( 1, , I . 11 , i' , ;:.".:-�.,,, .-I �.. -;� ... ". t . "". � ,I �t, "i, � , . I . , % " � , , "' " !,� , I, 1.," 1, 1,'i.,�Z'- � - . , � . I., ". - � ,,-,�..-��,,,;�,',,%'i'-.'��,-,,��,,,,�'.., �., �,' , I -A � " �- -.- �, -� \ -�, ,� , w ! I _1_/ , , �;��� ;ii;go `1 ,; � I , '. .. - - f. ..'s-rm "'N' ,,, ., ��,* ;� , ; '. , , "!", � . ";"., ., '. , . ,,,�.,i�;�� ,�, *70 � ' r"i �,,", �". "' "I , I , �,,, ,,.,, ''.".." . , � - - ., , , , � - 'I, - � , . t I ( _ .''', ,, Y q .� J� - CTRIC POWER PROJECT I,-- / _,_ ,� � � or,",� , ao_ .'� .k4� k, k' - , � , . . -, , . , I I q &..� -, . , , - " eA', " . I ..:k' i� ,��, 50 , 47-1.". , I A 4, ", . . � , , . ., �.,'...'�',�.:" "., , N .1 I , - "" "' � i t%, t*.',',,.Y', -�,".)',' I "' � , . ., , .. , .".,,�4e,v, �, - � I I I I - !,�. -.�-,N\iS��., 'i','."', �'-..,,"",!��'.L,�_, .;'j". :" �', .,. ,r;.- . j -. '. .� � . ,�,,t' " � " - - .'t, "', :1 'r�,.,.,,- 4%,�4 � I /11,''L " I , , . r 'jr 11 . ' I I ,. �'4'1 , ": I , a -,� . , �. , : "I;, .1 ,., - , i��V �, "g� . , , � " _, , �, � !L, " 7: Feath-er FAI I � I � I � . , _ , ,. , " , ., "/ . , . -� , �,' '�, 'J'� .-,:� u-'$., - ;Z., " , , , . - . Is, California ,. , . I � , �, _' �,._. .k,�, . // , .. . � . I , ,* , ,"r: I `--'W� ' 11 - " " I I ,'�., 1 -4' , ,.,. _1 � - . k�, , .! , � ,,,,,.\,' ", "'. ,�., �`,�',� - " 'R.�, , - , - " , " � , ,. ,,',I,'.,- ;,�,� -N. -,- ,q , I I - -.1. - - - . . ;flk ., __ - - � I , �V_, �'. , j " " L �,-,z .%, ,� -�'�. "'1%.*!",�1",�--, ��t�L'4�,,�,.-�- ,,t �,_ � &* _ �' I I � . " ",",'�J`r ,I ,�,,,,, " , " o, I,,,i�.,-y,�.v.v'. "", I , - ;� -11. � � - ,2, 1 ,\, S', � I - .� I " .��.�,�'..'� "'; Vl��. I. 4 %IV r.N �!,.W , --.,�,4, �1'j �, .. ., " e: ,* ; , �,�',, � :,I , ,. , . 'L, , - , 'j� . ', , � . ' ,:", �,, "'�',� %, '� �,.��' -, ,�.`.�,,,',�j� - �11 " - ;,., �.-' -Ig I , "\-�Z,- -, . ,- - - 5 .-, " ., � , ra�, �� r I . "4"-,� ". � ,,,I ., : , X'�� , ?"':�.�',C',-J."�; �:, ."*";, -'�" 'q- Ij , L", L�, .� 4, r, , - LL ' " " , - - , , �'_ $ 1: :11 . ;,.. , %,, , N ', . � I"", I . I I I I . .. � I 11 - - ., � -.,�,;.,R_ - I , , - . -P% Z17 .. - -Oia,,.,.�N , - , � '.. L- \ - � � � � I � � .- I _ � � :%. . _ , _ , I I I j 1, - -*� I - , ! . `v� -.1 - � .�.,' � ,�, " Nl :,. ". � � � I ': _�, ,,,� . .. � , s . ,m); "..1. ".. I - , , I ,; . - _ ., , , 6, �N , , ,!�: I � 4- _- ,� , . I I " , ., , - .. ,; . - � '. - , , , , . � I , �,�:;.� ;-.-I-,, .,"'� " ,:",;"� �,-`., ;--,-:,N',,,,,��\:,�'�V' "'!"',P). 1'.,0�"( "."ow-1:�,�.., "� � , � � $14 1 . 4 ), 4;�, -1 . 0 �, " , I . I I I: " �N 'ki� I, , , - , I �. . I . . , "-, _ . ,7 �,,j k , 1. I I . I .� � i , ,0 " � � - i, . ---,-�.- " '. 1_��i '"", ; � ,\ _i " � - I r . ,%,, , t-',"! �'; X '.,�t,, :,�. �'.��_,,,;, "Ill; �1' ,N\11'.1 ��' CTRIC' POWER ENGINEERS I.q....-i-, 11., � ,I w'___.__ �S"�J -_,-�,y, - - "' . � . - , � � '. : . ."� ,:, ;*: 7�,�",',�' . , I , , ;, , I I I I I - ,,.�. �, ", � � . * ,4 -t') %.,�.,� " 1,';,� -; �� �-. 'K ,- ,,�' �.,,;...�,,��-s-�,-,. �,'4�-, ,;Y " - - - �.,, ; � , � f , , ,�,;,�,I� "7-, .,��; , . . , , , � !,_ ,4 I , "I I " .I " ., , , � I I 1. �, �. , -11, : , � (p I ,,, - J4".1,11, , ,� I I ,, _� I 1, i-��;,,,,, I I . . ,-I. �11 11�1� . ,-'O:,J�, .) �.. , � %'V " 14'� .� , I - - , � . - 4 . I , . I � L � :, : '_j 'i4 � 'i , . 1. , , , .. - I I , . Q ,,, � �i, , '1-\�,.,1,.,* . . , " - , , " - , "' ,� 1-1 "' ' ' I t" I. 1� A � I � ", " . , i - . � , ' - I _-, , I ,:, , ., - 'i , i , '1N,,,`,�,.,1.. �'-.,.�, ,\ g'. , ., �'L ... ill � � � I , . ; - . _"" * , , " , . , . , . , -%I,%"Fj:,�!1 - "', � . - I !. � � ., � � , % W , 1, , L. I I I �j . , ., � L ", , �� , � "-I � j -,.��.'..*:�,� ,� ". , I-' " . , ,,, . g ,,,,,,,,j ,i. ,."""" .'% I I a 'i .. 0. , � ; " , , . , . r, � ": �, ". ,,, � 1, I I I .* , � '��, �. - \ ".�% ",:;... �. . 1. I I L , I � ,, � . I I : - ` ' ' ': ..:7: :� - , I I - , ., I - � r I ... I - �-. - '�,' ;;','Xv�ij "";�'.1,;,;�, " �*, ;" , �" ; :%" �, -, , " , . I I . � . � . �' , I - . I , ,,,,,� -�`; �,;i-i,-,: ,� - - " - I I � , , , ", , . , , , 1, "' I I 1 27 i �. � I, . ;,� ��- ., ., I, ,� " :,"�Z%"-,:,,�\,-'.,, t :--,%:� �,-- "'. .k";! ,.'_'., ,,�,t.,.-- ,...:A�. I.' "IA41.f1j �. - I � �. �� . , �� ; I .:� : . I V , _�, - I , I. , , 1`_ ".1." ,.� "�"" " , � Woodside, Cal ifornia 11, �., I. 111�1 I , _, I. ... 1111-� � r , , , , , " ,,, , _1 - , I , 4, . I . I , L 2 , ', ` ,� , I e , ,� . - I I I I I - __ -�..i . __ � . _�,�-- -.,3., - -. ." -,: . .,- ,. ". , I . I ." - L� I / �;,. , 1: """, � .7, 1 � .. I I . A. -I-- - , , - .1 � . - , , 11 . 9 *1 I . 4 1 1 1 �; . , , . , , ;1 , , 1�1 t Om . ! ,, , 4,�. - - ---L. -, � _L .... �*-�___ - � I . ..,...,,,� . - I . I A - - I I I I � � j,Lily 1. El 2- . I . � - I , , I , _____ -1 - o I - - � - .— L _— - ---M- � I 2 4 .3.5 1 r I I I " .W�aw I � .5heef � I 13 3, i 34- 1 � � I I -'s . I I � I I I � 11 .1. Scale as 5hown I Uf a . I I I ., � � 11 I � I � I � I I I I I I � � . E L L I � I . . I � . . . i � . . I ill , I I i I . � � I I I � ; r I - I I � . I � � " . � . i I I i, I � I I I I . , I . . , . I . , ; � � I V 11 . � . I . I 1� � . � I ,� I 11 � � r � I I � I I I I � I � . " * I I I 1� I � : � . : � I I . .1 �, I � I . I I I . I . � I � I I I I I : � � � I . � I . ; � I � I . � I I -1 i � I � I � 11 I I I I � . �, ,� � � . I � I I �.. , .� . . � � � � � "i. 1� I I � � � � �, � I .. - � I I . � , I , " i 1� � I t I , � . I � L . I I � . '. � � [,.� � � I � I I � � I I , � , . I � . I � I � I I I , I f � I , - 1, I Ill I � . � i � . . � ., I � I I � � I � , ,-?� t I p, f [j � I i. I 14 I I 11 I I I � I I [ [I'l 1rj',1',j.1 1�1 1 1 �L'1,1'1 I 1�1 1:111,1,1,il I 1 � , � I I I 111111 [ I �, I 1. 11 � I 11 11,11 I jj� 1 f) I lti� / I . I � I I � � I I � 0 I I . 0 , I I �. . . r , . . I � I I I I ,� i� I I I I 11�1 � . ' � i I I I I . I I . . � I . I � . I , � � I I I "I I Ir i I I , �" ' L I I �, I I � I I .1 I ,� � I L 11.�. � � - � � � I I � � I � I Dir, L ��, � ,,, � r I 11 � � I I i I , I r � I I . � . I I I � �Iil' , � r I . I � . I I , , 4, 11 I I . 11 . . I � � I I � I � I . � � I . I I . I , � I I I . I � 11 � � 1� I I I I � I � �' I � � . I I I I I L�� Fl� I .1 I I I I I IL I . I I � L � I I � I � � I � � I � � � � � I � � I � I � I I L'* � i, C O', � I . � � � I 1 L � � I 1, I I I I . r � � .11 en, , '*F � � � � '11, , - I I . . I � I I I I �' " '.'�t". -1 i, � , � .1 I I L I., ' S.. . I I i I i I � I I . I � ,)W�' �, , , , L I � , , 1, 11 � . 7 � I �, _.__:,�� ' ' 21 1 - 3 I 4. : I � � � I . � I � � I I � I .1 .; I , . ' ' I I .1 I . � 1. � r. I I -i � L I , 10 I I I � � I � . � I N tich�'� I - - i!, ,:,, , " I �, I . . � . � ; � , I I � I I � __ I 1-1_-_.__ _7 , I � . � I I � . I I . I I - � �.t. , , " 6r ' " , " , � " . I 11 I I " . I I I ; I I I I I I � � I I . . I � � � : L ! � I I I "k",-" � , I I . I 11 I I " N Y - � . I � � , � I I I � M A 9 K r L A RV 0 0 D� ,, C MAP �' . I I I L I � I I I I I I I - :L 11 .- I , K - � � � I L I I I � I I I I I . 1 I � ,� � . I � � I - I 1. � � I I � I I � � � I � I I I � I I.. . , , . I I I I I i, -'-p I 11. - . � I - � I- � . 11 I I � � a, I ,,, I I . . I I � � � � � , ..'' '' :, � 1. �. - I — " 3'r I � 'I . I I : � � � . '. I I - � I : � :L I ,� 64, 6 3 . L . I I . � I I . I — I � � � �� I � � I I I �� � 11 I � I I I � � I � � I � I I I I I : � I * � I . I . .1 I I L I I � .� 1 I I �. . I I I . � I ��,�_�,� — I I I L i I I � ..I L I I I I � � I � � I I I . . I � L � � � I i I I � I � I � I L'�, � � I . L- . I .. v I . L I I I I . .1 . I � I I � . I � I I � � I � � I � � � � " .1. L � I -1 1. - . . I . � �� I - � � 11 I � I . r . 11 I; 11 I � . — . � I . � . I � . 1. i � ; I I I . � � I � I . � � . � I I I . � I . I . 1. .� I � � I . I � � I � L � . I � I . � . I L � I I I I r � . � � � I I � � I I I I I . � I — . � I I � I . I I � . � � � I I I I � I I r r . � � � . � . I . I � I I � � � I 11 � . I I I � I � I � � I . r . I I � I I � � Ir I I . � I � I I � I . � � I � � � I � I I . . � I I � I � � I . � � I . � � I � I I � � � . � � � I I � . � � . � � I L r I � I � . � � I . � � L I I r L I I � I I I � . I � I . I � � j � I � � � � I . . � I I . . � I � I I . I . I I � I I . I L � I I I I � . I � � . I I � � I . I I � I L I I . � � � � � I I � I � I � � I I � � I I � I � . I I � . I � � � . I i , . I � I . . I � I I � I � I I � � � � � � � L II r' I I . - I I � - - I I I . I . I I I � I 1. I � . � I - I �; . : — � I � � . I I I I I 11 . � I � I � I L � � I I I � I � I 1� � � I I � I � i � ,� � . . I � � � � I I � I � I ,� . I . � I I I I I I � I I � , I � � I I � � I I � I � � . � I . I I . ,� I I L I L � I I I I I � I � I � � I � 1. I . i I I � � I I I � I I � � � I . I . ! . I I L � I I I I I � I I I � I I I � . I I . � I I I I I I : I I I 1�11 11 I I r I I � I � . : , I . I � I I I I � . I � . I � I � I I I I I I . 11 .. � I . . r . . I I I � . 1� � I I I I . I I � � I I I � I � � . I . I 1. I I I 11 I I � . 1. I ' L I I I � � . I � I I I I I I I I I I 11 I I � . � � � � � . . � I . � � I . . I � I I I � I I � 11 I I � � � I I � I . � � I I I I � � . I � I I � � I I I 1 . I L . I � � i : I I I I I I �� I . � . � I . . I � I I I . I � � I � . � � I I I � � I � � . I I I � I I I � I . ; I � � � � � � I I I I L I I I I ,. �� i I 11 � . I . I I I � I . r I L ,� I I I I I I � I � ''I . � � I � : . . � I I I � � . . � �; I 'L r � I i I I I I I . I I . � I �r � I I I �. � . 11 � � � i I � I � I I . , L 4 ,, I I . � I � . , I . I I I I � I I I ,� � � I I I I � I r � � i I I I I I I � . ,� I I . � . � I I I I I I I . I I � �� I 11 : � I 11 I I �, �. I I � I . I I I I � I r 11 I I � 111. � . I I . . I 1. , I L I .1. I I I � .1 . � � I � — I I I I I I � I I 1 � I I I I �� � I I I ! I I � I . . 11 11 I I I I � I . . . I � � I � ,i I � :, II I - . I I r I I � . I I I .11 �. I I I 11 11 11 I .1 I � � � � I L I . - � I I . I I I � � I � I I � I . , I I I � � I I � I 11 �� I . I I � � I I I 11 I I . � � 11 � I � I . I � I I � � I � � I I I I I I �; � i I � � � I I � I I I � I I � . � 11 �� � I � � . � L I I ,L I .1 I I � I � L . 1 , I I . I . � I L . I I I I I I I I I I L . i , . I . . I I I . I I I I .1 I . I I I � L � I I � . I I . I I � I . � � I � . I I I 11: . I ,� I .1 I � � I � . � � I I � I I I � . � I ,� ,� I Ir � � � ., i � r I I . I I � I � I I ��, I I I � � I � � ,� I I I 11 � I � . I 11 I I I I .. � � I I � � I . � � r � . � I � I � . � I I : . I � I � 1. I � I I � I � r L � I I 11 � I . I I � � I � I I I � � I I . I I � I . I I I � � I . . I . � I . � I � � L I � I I - . . I : 11 I � I I . I I I I I , 1. I , I I . 11 � I I I � I � I I I I �� I I � � I I r. I � .. I I I i I I I I I � � I � ,�, I I I I - , I I I . I � .� . I . L I ''I . I I 11 I . . I 11 I I I . I I I I I I 11 � I I � L I I I I I . � . I I i I I � � I I I I I � I � . I I I � I I I I I � I I . I � I � . I � . I I ,� I � 1, I 1 I I I I . I � I I . I . I I I I I , � " I . I .. I � � � I � I I I . � � I I I 11 "I , I I I L. � I I I � .�� � � : 1, I � � I . . � � . L � I I I , I 11 . I I 11 . I � � I � � 11 I � I , . I � � I I I . I ,� I � I I ,r � � I I I 1 . I I . I il I . � I L I I � I 11 I'll i i . � -1 I I I � I I I I I I L, � � I 11 I ,,� I � I I I � . I � I.. I I . I I 11 I I I . I I I ; � I I I I � I I . I L � : I I I I � ,, � . I I 1. �: I i I I . � I , �, I I I . I I I I I I � I I I I I I I . I I I I I . � I ,� . ; .1 I I I I I , 11 I � I I 1. I I I I I � 11 I I � I I � . . � 1 I I ., I I I L � 1 11 ,� �1 I .1 ,. I I I I I � � I I I . I I � : I �. I I I I I I '' 1, : L . 1. I ' I . : 11 . � I I I 11 I I � I I I I I � I � � I r I I . I I I I . I I I I I I � I 1� � � � I I I I I I I . I : � � � . � I I I I I I . I � . : I I � I I 41 11 L 11 11 .. I 11 . � I � � I I I - I I 11 I . � �� 1 � � . I I L' � I I L I .1 .1 � I I � I I i I 1� . I .11 I I I I I I I I ,. I , I I � 11 �L I I i . � I 11� � I I I , � .11 � I i . � I I I . I I - � I I . � . I i � 1:1 I I I I I . I I . � i � � I I 1. . � , . � I . I � I I . I I I � � . . I'll � I : ., � � � I . � I : � I � I I I ,� .1 I I I � � . I :1 I � , � I I I I'll, � I I 1. � � � I I . � ." L I � � �. � I I L . , I I I � I 11 I , 1� I . I � I,- I � �_ 1� I � I � 11 - �� . � I I � I I I � .� I I . I L ': I I I 1. 1 1 11 ", � 11 I I I � I � I I 11 I I � .. 1, I I , .. � � I � I . r' r ; � I I r I 1, I I I I : I I � � � , 11 � I I � I I I I I � � I 11 � � I . � .,� I � I . 11 . I I I I � I I I I I � � . I . �, , I � � . . . I I . , � I 1, , . I � L I . I : . I � I I 11 I ,,, � - ;r I I � i . . I � I I I 11 I I , . � I � I I I I I I I . 11 I r I � 1� I I I � I � 11 � 1 � I � � . I � I . I I . r I : I I � . I I � . I I I L � � � I I I � . I I . � I 11 � � I I I . I I � - I , I 1, I , � I I �, , : . 1� I I .� 11 I I I � I � � . . . I I . I � . : . . I I., I I 1. . I I ,�, 11 � I I . 1, I � I I I I � I I 1 I 1� :r I I � 1. I I I I . r � L � . � ! � � I �� I I I I I I I r I I 11 I I 11 11 L 11 I I I i � I . �, I I I I t I I I I � � I 11 I � � I . I I � I I I I . I - . �r , I I � I . L I I . I I 1. I I I . I � I I 11 I � L . . I I � I I I I I I : 11 � � � L . .1 � I � � � , I I � j , . I I I I I � I � � ., � � :, 1. I �� I I ,�, : � I I I � I . I I I : I i, :: i I I � I : I I : I I 11 . � I 11 � I I I � .1 I I I , . I I I � I � I I 1. 1 � I L . I I I I . I I I I I I � , I I 1 I . , , � � I I � I I I . t ,� I "I : I 1. I "I I � I I i � I � I I 1:� I I I 11 I I ! : I I I I I I I I I .. , , � � .1 L � I I 11 , I I I 1, I I I I I I I I � I I I I � I � , � , r � , , I ,: � i, � I � . p . � I I � ., I . � I I I . I � I . I I I � I : , '' I I I I I I I , I I 11 I . � I � I I I I . � r I , 1� I I I I I I 1 I I , � , : , I I � I � , : �, . , I i . I I 11 I I � I I I I I I � I L . I � I � i �, I .1 , � I I I I I � I I I I I . I � , , , I : I I I : I I I r I I � � � I , � r I I ", I I I , ,, , I I I - 11 I I � I � I . % . � I 1�, � 1. � : , I I I I I . I � � � I I . I : - I �, .1 : I , � I: � I 1, . 1� . � , I � � � I L �. : I I I . 1. I L� I I 1, I I I : � , � I . � 11 I I � ,� I 11 I L I � I I . � I �, � I � I I I � I I . r , 7 � � I � ,, I I 1. . . I 11 . - r ; I . I I I I I I I . � I I I � � � . � , . r � � I I 1, I I � . .1 I . I . I I � I I I � I I I : I I . � , I I . I I . � I ,, : I , � I I I I . I � � � I � I � I I � I I I I I 1 11 I I ''I I I 11 I I I I . . I I I 11 . I L I I I � I � L I � � � � , I I I � � � , I . I � I I . I I 11 . I , . I , , � I I . � I I . I � I I I � I I I I I � I I . . I � I , I I .� �` I I , I I , I . � I I I I I I : i, . L ,, I � : . I I I . I I I . I I � I , '' I I r . I � ) , . � 11 I I I I I I I I � � . I � I . I I .� � I � � I I I I I . � . � I 11 ,. � I I I I I � I � I I I � � ! I I . � I i � I I I I . i I I . I I . I 1: I j - I , ,:, 1: 111�1 . .." I I ,. � : ; . . I I I I I , I I � I I I I I I 1 I I I I . � I I . � I I I I ! I I . . I . 1 I I . I : I I � � I : , : I i 1,r I i I 1. I � I I � I I I � � I I � I . I . � I I I I L I � . I I � ! I I �:1 . , , . .1 I I I I � � . � I . I ,� , . I I I I L � � 1. 1. I L I I I , I'll � � � I � . � I .1 I I . I 11 I! . L I ,: I � I , . � 11 I � I I . I , . I I 1. I � I � , I I � . � � I I � I I I I I L' � I � I I � � ,� � 11 I i I : � I � I I I . � . r � I I I I _ , � �,� : I � - I I I 1. " I I I : � , I I � I . I : i , � � � ,, ., i! 11. . , � . I I I : I i I - I L I I I , I I I I I I I I .1 .1 . I � I I 11 � I � I . . r, . � I ,� � � I 'I � � L I I - I . . � � I . � � � I . �! I I � � . I I I , I L � , ;, I � . L I : � I I i� I I � - � I � I � I , � I � � � I � . , � � � . . � � � I I I I I � � � I . . � 11 . . I � 'i , I � . I I � I I I � . I I . � . I I I . I . � I I � I I I . � .. � � I I I � � I I I � � . � � . � I : L I I � . I . � I 'L I � L :, � I � . � I � . . IL - I I ''I � I � : I i � ; � . 1. I I I � I � 11 , I r I , . I � � I , A � I I . 11 I I � .1 : I I I I I , . I I I 1, � . r .1 I I I 11 I I I I . � � I � I � I � I � I . I . . I I I I I I � I I � � 11 ''I I � � 1. . I I . � I 11 L � 1, I I � : I I � I � . � I � I I I 1. I . I .1 . I I . � . I I � � � I . I i � I ; I " I I 1 I . L I I 1. I I � 1� I I I I I I I I I 1. 11 11 I 1� . i� I I . I I I � I I � � - : , I I .1 I I � � I � .1 I . � :1 I I I I .. . . I I I I I I . � I I I I I I � I . I . I I I I � I I � 11 I � I I I I � I I � I I � I � I I I � � LIi � 11 I . I I � I � I . � � � � ., .1 I 11 1 : . 11 I � �_ _ � I � L 11 I � I I �! � T . , .11 ,L I I I .1 I I � I I . I I I . I . . I I 1. r � � I j I— I .1 . I I I I I . . 11 . � I . � . I I I I I � . I I 1, � I . � , � � I I I � � . � I I I ,� I : � � . I � i I � I I . � . . 1. r I I . � � . I � I I � � � � . I I � " � I I � - � �� L I I I IL � . � � I . L I , I I 1. I I . I I .1 I I �� I . 11 , � ; � I . . I I I .. � � I � I . I I I I . I � I � I � I .1 ,�' L I . I I � . � 1, I ". I . � I � I I � . I I I : 1 I . I L I . I I � I . � I I I . I � I . I . � I � , , % 11 I I I . I I I I I � I � I : � I �, � I I I � I . I I I � I . I I � I I I � I � � � I � I . � I I I I I , I ,� I � : . . � I . I I � 1, I . . I .1 I I I I . . . � � I , � � . I I I I I I I , � � I I I � ! I � IL I I I I : . I � I I I � I I � . . I I L I I I 11 : � � � . I I � , I I . I I I I � I - I I I � . I r 1. I I I � : � I 1, I I I I I , I I I I I r I I I I I . I I " I 1� I I I � 1 ,, 1 I . I 11 � L � I I I . I I I I i I I I I I . � I I � 'L I I � I L � . 11 � I I � 1. � I � � I I 1, I . I I I I I I I I I . I � . I ,� I � I I � , I � � � . I I , I I I � I . I I � L I I :1 I I I I I I I r ,� I 11 I I I � I . � 1� � I I � � I I 1, . I , . � I � I I . . I � . � I I I � , I � � . . I .1 I . I I � I . � i I I � . � . �� . I . I � . I I I I I . I . I . � � I I 1, I I � � : � I I I I I I I r I . . I . . � I I � . 1: I I I i , , , i I - . I ; I I L I I . I I . ; I I . I � . � L I I I I I I I 1. � I I I I , -, � I � � I � � I m"k,qu � I m q: -j I I " " _� Lak . " ,� _ _ , , 1 395 � a I � 17-7, % . I 781, , , I\,- I , - , .1 I - � L 1.17 , ,-- I�l -, � I �,`-`11 -.,-,-�,, �- " i ,.,, %q9w - , . .� ,,� � ) I w , I -1 I , - , I- - , t�z - - I. I I " - � � - I /Ii , 1, � I I I I I � . I I I � I . I � I � �IL I I � I I ''I I � L I I I �. I I � I � � I � I � I L . . I I I � I I � . � I I I I L I � I � I 11, � . . I I I � I I . 1, . I I I .: I � I-, I I , I I I . .. I . � . I i I � :1, . � ; . � I I I I I I I I I I � � , I i I . I . I � I � I I I � . I I I :, . I � r I I I I r r . I I I I :r r I . : I I I I � � I � . � � � I I I .. I � . I I . � I I I I I . I . I I I I . I � I I � I 11 I . I � I . I I � � I � I I I I I � .. I I . � � . I I I I I � I I , � � . I � I � � 1. I � I I I I I I I I I I'll i . . I I I � I I I I I I I , I . I r 1, � I . I ; I 11 I . I .1 � I .11 I . . I i I I I � I I � ; L I I . � . I . r L I . . I : I r I I � . � I I . I . . I I � I . I., I . � � I � I I � I I I � I I I I I I I I I I I , I I I I L I I � I I I I I . I I I � 1 I I I I L . : .1 ;%� I � . r 1. I I . . � I I r - L . I I 11 � 1, � I � � I I . � I , � � I , ! I I � . I I I I � � .1 11 L I � I I I I . L . , I I ! � I . I I I � � I � I , I I I I I I I . . I I I . I I I I , I L I I I � . � I I � . I I I I I I L . I � I ; . . I � � I � I. � � 11 I I 11 I I I � I I I I � � I � I I I . . I I 11 , I � � . . I I . � � I I I � r I I i . I I I ; I I I � I i L I I '' 11 � I I I I I I . � I I I . I I � . I r I � � I I � I . I I . . I � I � I 11 I I . � 1. : ,, � I I I I I I �, I I I I ; I I I I I ; I I I I . i L i � I � 1 I � I � I � I � I � � . . � � . . i-_ I I I I I I I I . I I I I I . I I I . I . I � I . 11 I . I � I 11 I -1 �� . I I .1 I , I � — I .. - I _ I I .1 I ._ - - - - I .., 1. .1 I �� 11 "...:' � '. ..." I -1 I � � I . . ..... . �... I . , , ... I I . - -1 ..., ''I'll i. __ I., I .1 11 I I I I I I 11 - I 11 I., 11-1 I I 1. - I . 11 I '. I I 11, . 11 I 11� I � 11 I I � I I'll . 11 . I . 11 . I 11 11 _.. 11. I I � I . L, I.. I L I 11 11 L' � � , _ , ,, �. � ".. � I 11 11 Ir �. 1. I 'r. . - .. ". � 1. I . L 11 I.. .. I � � 1. I I .. I L " 11 1. I I I I .1.111. . . . . I.." I 1. . __ 11, �. , 11_� . I � .1 .11. I I I - - I I . � . I I 11 1. - , I _. " I .I I ;1 ': - ., -.1 .11 ''r ... i , I j., � I I I - 1-11- , ._ , I-- I ...... I ".. I � 11 ... .. .1 V, ff �i i h 6 'y +!!l �� � �»r"Yr. .. �y,.���.�.w. � '++\S`�"F-"4u•�h�`*��^'w' � � '\ '�`"�� ����4.\�'4:�k' �.�'J.?P�e�]' �" �# . � � 0 114QYk51 �es4. Y-�, 4�'.. �'�.,Gs, , �����"`%R �^r"^�11 �'�'S�--•'"Y1. ^� ���j, @t �: i � t�4�,, � � � �.. �'�1�-.. �� to `F-• � � G,�+ '��'.'*!, t 11 e 1 jj t 4 i , A r �H. Oq W. wo. - W 4 , 'so. 0 p . Horning P.AC B c Land ar. . PAC Bldg. 1 Mar. P1 �.,�N. 960 Terrace Dr. . 2318 56th Street. So San Franc;isc.o Ca-941001 Los Altos, Ga. Lubbock; TX 79412 71-23-12 71-23-15 k. 7,1-23-10 Robert Dickenson N. J. , R. A. Wirtz 18 Buckeye Avenue Gran P . Matt 2849 N 118th St. 53222 Box 1006 Crystal Bay, NV 89402 X Oakland, Ca. 94618 Wauwatosa, WI 71-23-23 ;t 71.-23-22 71-23-23 „R. G. & B. E. Ba]txley MatD. Amelung ` Mali 71-23-24 4949 Cla ton Rd� , Y 94521 Batson, Dr. B SC29404 Concord, Ga. tai fn t Charle'stn AFB* 71-21-18 � r F' 7 1-23-24 71-23-25 John B. Peabody VAI, . Sattexwl:.te �; S . j. "E E. N. L. Reeves 2868 Fortna Rd. Box 11 Forbestown", Ca. 9594'.1 ; Box 1233 HQ 3AF APO New York, NY 09127 Yuba City, Ca. 95991 1 - 71-06-45, 71-1� -22 71-14-21 71-14"23 A. V. iepson D Whe R. Wheeler J. �' H. Edward D. Bowman 1350 Arleen Ave. , L. E. � 20000 Charters Ct .0 . Box 54 3 Feather Falls, Ca, g5940� Sunnyvale,, Cay,.-94087 , Saratoga, Ca.. 95070 TCI I)evel rO. Rd..' I 510.644-Cla+vtork Co.haord, Ca', 94.527 r iA AP took Number 71 Vaxious Pages and Parcel: Numbers ''ABLE OF CONTENTS Plage GENERAL DESCRIPTION ori PROJECT 2 (a) Location (:b A Stai;ement of the Objectives Sought t1 by the Proposed Project. (c) A General Description of the Pxojects�s 2 5 Technical, EconOMic, and Environmental Characterioti:cs_g DESCRIPTION OF ENVIRONMENTAL SETTING Topogrphy 10 11 ; Geology 12 Soils 15 Hydrology 15 t; Climate 1 lAirshed Character 18 Acoustic Character V'a_$ual Character 19 ; Vegetation 20 Wildlife 21 Land Uae 22 Population 22 I General Plan 23 oni.,ng Historicsl Background 23 2 lArchaeologim , Rebourceo 25 Utilitiec and Public Serva,ces �7 Accesa EvIR.ONMENM IMPACT 28 (a)Envi ronmental Impacts o the Proposed IActioll 28 Increased Devolopm n and, Population Growth 2 Vegetation 11610 val a9 Drain.��C� Topogrsphio IAlteration and Generation of ` 30 Eros an and $edimeatation 31 Water Qu4lityImpacts 32 Wader .Availab`� lity 33 ('*eologicaards. a, Air Quality Impacts 33 Aesthetic Impact Loss of Wildlife and Plant habitat Increased Fire potential 34 NoiI se 34 Light and 'Glare 34 t Land Use i 35 {; incre sed Traf is and Circulation 3g I Road,Improvewehts 3 Increased Public Services 35 Energy Demands. and, Utility Extension 37 , Increased Wate r Demands 37 Loss of Potential Timber Production Area 37 Utter and. Solid Vaste 38 Recreation3g Historical and Archaeological Resources 38 Increased Out -Of. -;Area Travel 39 Loss of litewood Timber 3 (b) Any Adverse Environmental Effects Which Cannot Be Avoided if the Proposal is Implementecl 39 i' (c) Mitigation Measures Proposed to Minimize the j� ct 40 i, (d) Alternatives to the Proposed Action 41 (e) The Relationship Between Local Short -Term Uses of M=L's Ezxva ronment and the Maintenance; and Enhancement of ,Long -Team Productivity (f) Irreversible Environmental Changes Which Wotad be !Avolved in the Proposed .Action Should It be implemented (g) The Growth-lnduca.ng Impact of the Proposed Action 44 , G r� y S�r CRY& jr at" CRI • i YA •. Y I s; r z Vill t . '. 1 '� y �A7'tl.�.R I Y:-�`'" •-i��`�.,�� ��%f� �'�' '��1� r I-=- -- - I a [�,'"-'`-%v w • p I " t � � 1 Y� g" �!4Ytc� � �,t �� I.�I' -* � I� �'I r a p�l •I. . Ho, -v��hU �.I ,.;�,- C? I�� «;,,,I��. � `� � I+', 1 - � ..=_I...�-�5 ,�.� `.:,�� � � ; �; ""\ ISE• -i--• —�.--- �;-� -.-.. � �� 7�t�e.: � � e - -A•1 ,Z. •�rs�+"�'..y •»y�a+�`ti kt+�"i T� � .i elr. a �w' " F'i�ll'1._ n._. � � y x i j /s•cM �•irtt r� 't' 1 _ as . a 1� t1 I�,j�'• J` ^an s..�..,.jl 11 I.u.r :.• �Z`..�' E�r+*` t�f"-. �- t'. -.-i cr. ,y �� • ��'r /� i'.M.' ��:Y �`/�''„ .xe- }.,. rh ?C r ('�''�✓^" 'jt �.. • d� It `�Ik -' � � • -,�-- -- � ,,-a-- �- -tet __ •� 1 - Y:� 1�''I �<{^�L xis �•A� "� [.. � t�N .�C- � �e}�,. ^•V•1�M..§� ( �.. u 444� w- �l �"�� I era a°7' ��) � f � � I ��" .•�.�;b �"' " � ° � ; /o° y'� I�� Porn } n rI ovelAi► i1it"1M i •not• .� i i �� �. 1: I 4Q - II C �AdP� ,dQ�o � II I.`y i¢maa a+t� 'fir • � �w m '' a..�� �� If �{+ I wo7fA,Jop �$ w,cx i/°I �y[ I p q I I I +i I �Z. � ,� Z ?yyt �.li: •�d'+°"�naa+ d _. vp •y � o • li iz7 � � �,- of ar � "_ UO �r qt'F� x �A � ! C t4 = � � �, � , �•' L,. (�'N N I�_Ct�i � ` « Y •� �'r°�iti��"ie ~�'��s� � I �� � �`y uYftl....._ � � R �:al--.••fc y I W ._� _,s_. spy I ( 1! 1 sir aAiu`°° ax " }®°,moi '•q ' ��Q,g��"� T{ r` l rti_,_ ��¢ IS— I I .. _ t xL Vi�:� � �.�mt}) '�t� ��+�(a���G � y r ray, •sem ¢I^ � I :. � 'f .. � w � I �.. 'CYC r �,)�l\' ~ �0 •r~ I\� I do�m s �,' �a�l IL- XV�3m„ de ��'; ri'a 'oa�a+o- JJ� C,j �`°i I � ��; aas� . rt t+�p: .'� , k �'n �''•v�, a .: �� � cw •, `b im. r9 �t i + e,�saa7 yl��rs add �`�S "^!'° ff 11•`p;�:l •� p .. "h t.! .all ¢a°a�^�� I -4 tt i a►�4' 0 � � y ��,., « 7� ;� l� y 1 s<� ,� �R�i�� o.' � ` Efo Am S. h;t4,y z 'F.J"•-"_'# 4( ,7 t (*a«+L y. i- ti 6� pdvn x•:� e 4 �1'4t1 ��t:• ti .. M, ..♦ 1 i3.,.o. 0+4 .�1-?s ��y;. '{>Cy`}¢aw +:IK'�'`�=',, kz4il �� t a �. Ni—_.r. a..-�-,.•a ./���+. int ��"�'�"" (... i ¢e?'�(Vp ��' I -e +/, i.. :. E, �f���i`kV i . ���� �'j Ik, c±f°1 ��1 � � :r v 4f il� '"�° l y� �•�' t to w •• �b �•�ry".'"„5. tll i' • �I� �" ( I� �Y .f r � � y�,k� f Y��1€�a5 y� 7'6�; IP!iewAi�'� ps Y rD- FYv' ', y � (1 y r 'i£ , r • ��' ..� I cot, trs Sy.Y ~ , i.•� J,vf,.. �r1j �I4',rt�a�,':.. "•5 M�tO •ry, '}"u, .;.wd, 'OS`�j.... r•.:R Percent Zone Ntm !Acreage of Total. FHRR=2 Foothill Recreation Resid:entia1 5575 77 � 2 acre minimum parcel FrIRu..S Foothill 8Q` 1 - 5 acre minimum parcel TM-5 Timber Mountain 142 2 - 5 acre Minimum parcel L TM-'IO Timber Mountain 784• ii - 10 acre minimum. parcel TM-;20 Timber Mountain 615 8. - 20 acre minimum parcel 0--1 Oommercial light 56 0 7 To,'oal 7252 `c General Description of the Pro; ectIs TecY.aiicaI,,,,,, Economic and Environmental Characteristics: Npecific devolopme.it plans are not being propose.°t at this time for any of the properties in the subject area. How.- ever, the types and levels of development allowed by the various zones range from light commercial°use to rural -reside use on two-acre m� xximum parcels to rural residential use on large acreage parcels (up to twenty acres). All the zones proposedallow various commercial • ttses. Some of these uses are of a hone occupation nature, while othoro include retail stores, mining and resource extraction, and agricultural unto. The specil`.c uses Allowed by the zones are listed in Appendix, !A, Zoning, I I�eguZations. The majorit-y Of: land involved{ (77/ois being proposed fox Foothill Recreation and Residential, two acre minimum parcel. sizes (F�t�-2}, 'which allows' rural residential lases plus other related uses,' as. well • as agricultural commet:^cia! min in rafessaoxal service sO f oreStry, uses.' The prizaary consi.d er atJ ori involved in proposal:. is the maximum developmont and use that i s pot;erita.al under the proposed zones. ° Of the six zones proposed for the area, the fifty-six acree of 0-1 zoning, light commercial, will allow the i+ most intensive uses and has the greatost potential for 7.and alteration per unit acre because of the wide variety of Commercial uses allowed in the zone. Three areas are proposed for 0-1 zoning and these sites occur adjacent to the existing Lumpkin access road on relatively gently --to- moderate terrain: However, sloping terrain predominates throughout the area, and extensive 0-1 use of the fifty- six acres of land wrll require some 'topographic altera- tion and generation of traffic circulation, These three areas lie within one-fourth to three-fourths mile ofLake Oroville, and sedimentation is potential from increased erosion uponcommercial development of the land. The deiisitJ of commercial development cannot be predicted at this point in time, and will probabl r be of low intensity. However, witb, fifty-six acres proposed for light commer- cial zoning, the potential exists for intensive commercial o development and use and s�ibs�,ant�al alteration of the throe sites: The other four zoning districts proposed (FHRI 5- '.IIK-10, and TM -20) require 'larger minimum parcel. sizes than does the predominant JPHi -2 zoning, and include approximately 1621 acres of land - primarily the more rugged, steepgr terrain at various locat,ionse Those five, ten and twenty acre minimum Marcel districts would cover 2010 of the re zone area and would limit development in the areas having move restricted land c2axacteri8tics. These proposed larger-aoroago zoning distracts will include many of the areas which have steep slape84 However, other similar topcgraphic areas wild not be protected by 'these larger acreage Zones, having been proposed for two -acre minimum parcel zoning (refer to Figure 3, page�f3 fora comparison. of the proposal with the `L-exrain Character). Examples of this are apparent on the map, and include two areas just l north and north-eagt of Ponderosa R.ese -roir which are rather rugged areas and are proposal ,Xor the two -acre zoning. Approximately 'twen.trlive. to,thirty parcen't of the 'rozone area has steep terrain of 2Q-30 'plus',percent slope. Additionally, a largo portion of the area is of moderate 10-20 percaent elope witl, margital to minimal soil depth. Muchof the reiainang area has limited coil depth,, ranging from two to four feet generally. Thero- fove, the prop.osal s five, ten and twenty -acre zoning areas of marginal various areas of steep terrain and/or agi al are not cover $oil conditions. In addition, these. i t` larger acreages .may not be large enough in some .areas o.f vex nagged terrain to accaommodato the potential dim-, q sions such as the area north. and north-east of 'Kanaka Peak). The two -acre minimum zoni g would include most lands an the plateau rxcgeµtop phis mazy Sands on the steeper Canyon slopes.- �F.�. a � .—..-W++... ,....�. .. Property proposed for residential development and leach field disposal must possess a minimum of two feet of sail to qualify for septic systems. Vlith only two feet of suitable soil Good percolation rates, which usually are achievable in decomposed granite Soils and the semi- arid. climatic; region), the Buttb CoMt.y Bnvironmenta:l Health Department requires a. five-acre ' minimum parcel size to ,assure that sufficient usable area for leach fields will be available. The soil n the, rezone area is pred(-mi.na,ntly two to three feet deep, so' this limitaro •bion will exfect future land r.ivisiOPa and the capablil ty 1 of the properties to accommodate development. The greater the'terrsin's slope, up to the thirty-percent maximum, tho'more area is required for minimum leach field area. Terrain of 20-30 percent slope may require considerable minimum area,, especially since slopes of such aharacter generally have thin soil cover. Probably many if not most areas within the rezone proposal? which have over twenty- percent slope and occur in the more rugged areas, will require large parcels in order to accommodate development abcauseaof tfield-he elea. largarea needed to rfi rind sufcient suit - area. Restrictions on Development: Development of strut- tures and roads is generally recommended on laxed surfaces of l esa than 2b per-, Cot, in order to prevent erosion of the land surface and sedimentation of streams and the lake below the ridge. However, without speci.f is slope stability information for these 5ranitic soils and because these soils have a high erosion potential dine to slope, soil character and .the lack of organic matter, and effects Of vegetation re- moval, the U:$. so' l Conservation fiery se's recommended f limitation of twelve percent -maximum may be the apprcpri" ate guideline for Sound development criteria Of, tM, Pub-- jest lands. Therefore, actual development on the �jdbject � Lands is limited by soil stability, erosion susceptibility inherent an these granitic soils, and terrain afaractera.s tics. 'While much of the rezone area has greater than twenty percent ml.op:e, within these areas of steeper slope, localizedaroad of more gentle terrain may ocou�' nrainage from properties in the rezone area is currently assimilated by natural ephemoral stream channels and ravines. IR off generated from development of created parcels Will be aco?,,mmod.a,ted by those natural channels, transporting storm water from. the 'ridge to ,Lake Orovi:lle fall runoff eventually ends up it the lake) Any eas6d erosion resulting from developznenb of tete I d will in- trees e sedimentatict Ox these streams and of_''the ,lake i.{ n Erosion potential is high to very high throughout the rezone area because oft he susceptibility of decomposed granite to the erosive action of runoff waters, parr -titularly on sloping terrain. This erosion suscepti- bility of the soil surface increases with increased topographic slope and intensified with terrain altera tion and soil disturbance. These soils are particularly vulnerable to erosion when vegetation is removed either: partially or entirely. Removal of vegetation exposes }' the soil surface l,o direct rain all and reh.Ove6the stabilizing root systems -which help hold the soil an place., Improvement of these soils is costly and diffi- cult to accomplish when the limited top soil is impaired. Erosion is readily generated on the moderate to steep - sloping areas, but is potential throught the area. $p'eci- fie slope stability of the subject lands is unknown due to<lac:k of specific on-site study; but these granitic soils are considered to be highly eroda'ble if disturbed. ' The soil composition ranges from coarse to medilm-tex- tured soil particles; larger particulate granitic gravels to sandy loam to granular loam; representing the various levels of. granitic decomposition. Exposed outcroppings of the parent material occur at various locations, but not predominant landform features in the rezone area., However; very shallow soils lying over massive parent rock formations do exist, such as Kanaka Peak and the other area peaks which pose severe limitations on the,,i; use of those shallow lands. Native vegetation on these soils usually is timber or timber -grays. iowever, due to past activities of man ;and the predominant south exposure of most of the rezone area, this vegetation 1 type does not predominate Decomposed granite soils exhibit good to excessive drain- age, allowing water o flow through the soil readily and quickly.. This moderate to moderately -rapid permiability characteristic allows adequate infiluraton of surface water into the soil if the rate of precipitation, the slope of the 'terrain, the presence of protective vegeta- tion, ,and the lack of excessive soil $istuxbance permit this infiltration before erosive aetioYL, Gan occur._ Also, the good permiabili.ty of the soil, allows rapir;. bovoment of ground water- f rom ;the surface to the subsurface and into the fwactured zone of the parent rock, as well ds enabling the soil to perform as a suitable leach Ti ol,d filter medium. However, the transport of eff lUett waters may be more rapid and far-reaching than for other types of soils (due to the soil ! s rapid permeability and sYial`� lowness), depending on the amount of vegetative cavering of the land surface since plants twanspire groundwater X14_ �•��.N ..,. �,.., .w -err ... _ � .�w, from infiltration of local gxecipitaton and is limited in extent. No extensive sources of groundwater are evident, The weathered zone in the granitic bed: rock formation extends approximately fifty feet deep and provides some water. However, the primary source of the area is derived and ut "plentifull' groundwater of ilized " from wells that tap rook fractures within the parent rock formation (hard rook wells). No acquifers exist in the area since solid rock formation existsbeyond the weathered ?' zone. This groundwater resource supplies good quality water, but is of L-Amown quantity. Wells within the area typically are 60 to 100 feet deep up to "00 feet deep, with minimal to moderate supply (several gallons per minute up to 100 gallons er minute in areas where faults or veins could be located. dells can be expected to supply 5x20 gallons per minute, but the draw down of these Q wel.l:s would not permit =continuous high water demands. The geologic structure does not lend itself to the devel- opment of an extensive gro)Andwatev supply, suggesting that, only limited, development of the source could occur. -Olimatet The.climate of the area is characterized as semi, -arid Mediterranean type with hot, dry summers and mild, wet winters. The climate is controlled by the cyclonic pressure cells of the atmosphere over the Pacific Ocean and the Oalifornia coast. This low-el,eva�- tion mountainous area is influenced by the Sacramento Valley ori the went due to its proximity (twenty miles distant at most) and also by the Sierra Nevada range on the east. These influences generate warmer summers and Wilder winters than is typical for mounatinous areas, yet wetter winters than is typical of the valleyh lSo= thermal contours fallow topographic contours instead of the usual east -west trend. Prevailing north westerly and sough -westerly winds off `.;. the Pacific coast bring moistbre into the area and pro- vide a moderating,affect on winter temperatures. 1lre r eipitation inceases from south to north and from low elevation to higher ele'v'ation, to the limit of the Sierra crest, due to rising, cabling moist air from the ocean. Precipitation":ti.s greater on southern and western slopes. Only, about 10 to 15 percent of the precipitation` occurs from May through October, Rainfall i.s'the primary to=, of moisture reaching the area though snoWfalli occasionally does, occur at the higher, elevations in the eastern por- tion of the area: Average annual preeipita'1 ion ranges from forty to ;sixty, inches normall umidity is moder- ately low during summer (semi. -arid) and: relatively high "during Will, .d season). The area is periodically y subjected to desiccating-aortherly and northeasterly air movement from interior continental areas. a w R Micro-climatic variations occur within the rezone area depending on terrain and slope, exposure ,(South faca.ng or north-facing), vegetative cover, water availability, etc: Southerly-facing slopes are more hot and dry, i while stream valleys Have more moderated climates due to vegetative protection, adequate water supply (for poxtiono of the year at least) and lack of excessive Y slope or exposure. Airshed Oharaoter: Temperature inversions andstag hent air caused by low winds ; within the Sacramento Valley air basin, are the primary causes of the reduction of air duality in the region. Noticeable types of air pollution are smoke and dust. Health pollutants are nitrogen dioxide, carbon monoxide, oxidants sulfur dioxide, hydrogen sulfide and lead. Because the Sacramento Valley Aix $$ Basin is a natural cul-de-sac acting in synergism with I natural light-wind movements ao.d high atmospheric Stability, air quality may undergo a very rapid degradation atany time of the year. This portion of the air basin is subject to frequent temperature inversions, a layer Of cold air capped with a warm air mass, .which tends to trap and hold air pollutants in con.sentrations near the , ground, The inversion ceiling is normally about 1500 feet in elevation. Winds of a velocity of 5 mph or greater usually disperse the pollutants. This combi- nation of natural :,ircumstancos sugg:sts that smaller increases an emissions or pollutants 1n the Sacramento Valley Air Basin will have a proportionally greater net effect on air quality thaa in other less enclosed areas with greater wand movement. The subject :OeZone area is influenced by .the S^cramento Valley airshed character due to the moderately iow ''However, and the relative pro-xdmity of the 'Valley. Wever, air quality is generally higher than within the Valley itself due to the'siteis elevation differ- exce 1000-3000 feet above sea level compared with the Valley's 100-200 feet and since little acuivity other than lumbering occurs in the general region.. Also, greaten local air movement occurs from ridge areas to the valleys in this mountainous region. Thip oipculata.oA prevents from occurring loo- lly total stagnation. While the air quality with n this portion of the Basin, is usually considered to 'be good, relative to the south-' ern urban centers', tut�te County had °the third highest miPsion Le'v'els of the 15 It contained withi, t e Basin in 1970• T1eSpite continuous atte'�pts to curd ai pollution, air quality within Butte County does not mee stets and federal standards' and tho County' cur ently ±6 designated as a non-attainment area .fox nat`onal ambient air-duality standards by the 11. S. u Erin rob-alProtection Agency (Jan.. 1978). i�Y•*`_A.n1.xaCf k./m b+...�...�M .,. .,� n rt,-:�.M, _,.._ � ..... .. ._ . .. . .. M '..�—+...+•;wxJ uNwlC .... .. .:. `. _ d. Increased demands for Butte County Environm.entaillealth inspection for sewage disposal purposes and Building Department inspection of construction would be generated with subsequent development of the lands. Most services are located a considerable distance from the area, which causes increased costs, 19. Increased Eulergy Demands and 'Utility Extensions: Consumptionof electrical energy twill be increased by residential and population growth in the rezone area. Since existing use on the '?and is very low and the potential use is great, the increase in consumption Will be substantial if the potential is ever realized. Bxisting transmission capacity is anticipated to be capable of accommodating the growth with a major line and transformer serving the area from the Ponderosa Reservoir area. Considerable power line extensions would be neces= nary, at private ecpense. Pacific Telephone and Telegraph facilities would require considerable extension also, many at con- sidernble distance to serve .the outlying paoels, 20, Increased Water Demands II t . development will substantially increase Ultimae p the demand fox domestic water: Gr6undw`atet supplies may be depleted, from intensive consumption, and ter a be 're wired. Water deTnand.s now sources a water may q at maximum development would range from 8001-000 to 1.3 Ymillion gallons per day or more 0600. 2900 residences totaaj) I which is approxi.mateiy '1000 to 1500 acre -f eet of water annually. 2"s . s of Potential 'Timber Product on Area 'Therezone area was logged in the ,past and has some potentia. f'ar pro ducxng mare ctlzr oercial tim er. However, because 0 pant improper l"Sing activities,, regrowth is not as good as under proper timzber manage moat and desired tree speoles are not abundant. However, with management, the land could support tiz�tber. 1'h, proposal may f6reclose this 6btion on ; a general level in'the area if subsequent Wesiden� tial development is the predazninant future land Use,, Timber harvesting will be, allowed on the I acres land within the Timber Ntountain coning �lprfuw.'�PX�.. FOOTHILL .nCItEATION nttD MSIDC14TIAL ARCf1 . �RR•2 & FHEZR�S pURoosE or_ CLhS5Ir_ICAT10q: The principal objectiYa and purpose to be served by this cl�asliving tenvironment application higheststand- is to maintain a rural atmosphere and lifestyle, while creating ards'£or single family aadsland�o e� ;Pacerbyuiredntorbe maintads and ginedemwhilaents spa rnittingeaeform iaf d mesa to minimum lot area,'y p tic economy involving a combination u£ a s.in9le family dwelling and custom production and services by indivi8uals living an the promises-, SECTION11 (Area Description) Craig-;Idooretowri Ridge Area. SECTX011 2• The fallowing regulations shall apply in a foothill. distriata 2:-:1 USES PEPMITT,Eb•, ai liawful uses now esCblishdd; g gliast houses, barna, sheds, b. Single -Family dwellings and accessory buildings, indludin -and storage areas; shops, garages, c:, Mobile horses and accessory building!', as listed in 2.1.b; d. Agricultural uses and buildings as defined in Ordinance 1002 - oafinitions AGIi CULTURCr The use of land Far agriCultural purposes including farming, dairying, pasturage, agricuiturei horticulture, floriculture, viticulture, apiaries, and animal and poultry husbandry, and the necessary accessory uses provided; however, that the i aperation of any such accestory uses,$hall be secondary to that of the normal agri- Operural activities. As used in this definition "'accessory use" means those supply, cul-service, storage 'ural land, and processing areas and ties hhog'er afarms tfertilixor l The above uses stall not include stock, yards, slaughter works or plants for the reduction of airimal matter. e. Household,pets; 1:. Mining and resource extraction not requiring the use of explosive material; Arboretums, agricultural, fo.reM:ry experimental oreas; h: Di$play and sale of agricultural products grown• on the premises; J. DisplaProducan and sale of hcsme'arts encs crafts, goods and services Produodd on the premises including but not limited to, b: ouilting, dressmaking, knitting a. Ceramists d. Art studios c: Photography rot fo mood crafts e. Lapadarist services includ)ng i,utilimitad to professianal b« Dentists a. Physicians d, I:nginr~ers and architects C. AttorNeys e. Accountants Uses listed in Sect=ions i. and JI. shall be subJect to the following IOr sctions t e. a: Not, mare than (l) employee or assistant is engaged for work or service err tlio premieAs in connection With such uses, b. one single^faced, unlighted sign shall not exceed six square foot in area uses ex- bo aclvertiso'products made., services rendered, or business conducted on then premises. Such sign shall not be Located in any rdcju3reo yard. C4 Not to exceed two p1r�:ingspacas in addition to 111bsa required for dwelling, provided such parking spaces shall, not be located toany requi>ecl yard or often space. a 2.2 uses VOtmittod' subject to ,securing a use Permit in each cases a. Private or t`.orcJnazaiai outdoor res:reational facilities including but not limited ta. N country cluiss, golf ;courses; riding° academies and stables, hunt.«ng and fishing camps, + and other roczcational club,sj b. Commercial kebnels and ani-141 hospitals; c. public and quasi public uses such as schools, .churchos, parks, bail parks, museums, "a lay gzaunds, kddreatianal facil=ities, and other simil.at uses; d. H ninq,'quarryinq and excavating requiting the usOs of escplosives or dangerous materials; e: 'domerci,a1 sa'rfinills; { 2.3 Required 'Lot ,yro,0 hti imam required area cif A -lot pelt residential dwelling unit shall" be hot less than acres. nd 5 acres• reseeG�ve1y till be not less than one hundred (100.1 feet. 2.A Minimum, Lot l�idth; rr' Iiniaturi lot w. dtki sN. 2.5 �tinimutt front ;Yard Requirementsa ttinimum front yard shall' be 5Q` ft: frost 'thci al Aid •`* line of' the road, except where the road is classified by the county as a federal Aird Secondary Road, the minimum building setback to shall be 5$ feat from the canterlina af'said road. 2:6 Minimim Sido Stard shall not be less than 10 ft. , 2:7 ptinimum` Rear yard shall ttot: be loss than LO Ft. 5CTICt Al nen-coni'ormng parcels e>Gisting prior to tyle e�feetive date b "this zoning shatI be accepted tis; conf'ormirig: AppO(td1 9 = A b ' .. _ .. _ �� _ � - APPIENDIX I ; L St of Identitiablo'Plants in tbd Craig Mooratown Ridge Rezone Area, Apr. U.z3-30� TRE- s Acer mabrophyllum -- Big Leaf Maple r Po ulus £remoiEii - Cottonwood Aesculus La 1i. - California Buckeye - 6. PseUdotsnga meiiziessi Douglas Fir is ~uercus'chrysole Aluus rhombifo iT - mite: Alder �� , P is - Canyon Live dak Arbutus menxiestt - Madrone uercus.douglasii Blue Oak' � Cal:ocedrus decturrens; - Incense Cedar, Quercus kello>gii - Black Oak 1 Conus nuttalli - Mountain Dagwced (� _ Lzenit - Interios live uereus wisl Pinus Pooderdsn Torre a cal.ifornica - California Pinus sabx�'niana =Digger Pirie Nutmeg Umbrellularia californica - California Bay SllltuBs AreBostnphvllos sp. - Manzunita Cuprous albifrons - Bush ,Lupine L. — Arctosta�hyllo.s vicida - White leaf Mmulus bifidus _ PlumAa.'Bush Monkey. Flo+,ver hlanzattita Berbexis' umil7 - Dwarf Barberry gilt cus dumosa - Scrub Oak t Lcic nCcll.s - Spice Bush Calyca�ithcts ac. , 9 Bush Rhus trilobata S uaw Ceanothu8; cuneatuc; ",Buck BrusS% Rosa sp. - Wild Rase Ceanothus intctic:or Brush t2uhus ap. - Blackberry Ce�nnotl�u5 lemGnLi - Plumas Bush Sali r sp. - willow Ccsanothu; qp Wick tlruyh ambusus sp. �- Elderberry Ca`k'e i„.� oce [dentall.0 " Red Bud Styrtit' otf.l.cinal is� - Sho�idrop Bus . -.— ------ 'Chamaebataia fcsl lalasa - Mountt�l.p 'iiise y sYlphdri car i►s sp s .: snuwbeery �-- ToRldo�lendron cliversiloba Cvt3ssuti shy br,octm Oak, f Heternmoie�.arbukLCcs%iti - 'Coyon Vitis Cali_ forntL Wild Crapo 1 LthoCnrpu den�sl£yn�tl - Tan Chic, B - 8' k cwCHir.:f._.•N Tw L HERBS, FERNS, AND WILDIFLOWCRS ° deraniUm molle Wild 4 "aniuin Achilles sp. -Yarrow Odiantum �rdan - Maidenhair Fern Iris hartwe - Hartweg�d. Iris; �i aachia yelut"n - Crass Pink Kohlru Allium ep.. -Wild Onion Lathyrus_sul hureus -Sulphur Pen Antennaria sp. -Pussy Toes Lilium (ap Cada-Iinum) - (Leopard Lily) s Ayulegia Formosa - Columbine - ripe VineAristoloch Lirhophra msp. - Woodland Star _ ia caiforica Lotus humin_ tratus 'Hairy Lotus } dougtasiana - Mugwort .Artemisia ifolia,- Milkweed Lotus migrant us - pink Lotus ; AsClep•lzs condi Locoweed Lowtium .sp. - flog Fennel Astragalus sp t, upinus_bicnlax - Bicolored Lupine i Aven sp -Wild Gats L, upinUs densifl.°run - White Lupind Brassica sp. -Mustard Brodiaea denaiflo `-- Brodiaea Lu��inus,sp. ^ Lupine _ra - White Brodiacta Lup'Lnua stiversii - Stiveres Lupine Brodiaea layar{_ �n�tliinci, �` Mash sp. - Wild Cucumber Brodiaea lutea.- Golden Brodiaea Mlmulus Ruttatos - Common Monkey Brodiaea pulchellA,-Blue Picks , Flower Brodiaea volubsilis -Twining Brgdia�a I,tmulus'kelloggi.L- .Itelloggcs Monkey Bromus sp. Biome Crass I'lowe Caloe�hortus aI^ bus Globe 1411 Maw t3^a er al3ata, - M3.neYfs Lettuce 1 CalachorCus manaPhyitu5 - Yb-flow startutip Nemopifila ytet Cropiiila ^ Canyon Nemophila :aver spy ^ SegeNema�h� ilia macutata [ivespot Qastille]a sn, - Indian Paintbrush brClr_ toCaxPu�:.aCCenuatus -Valley Tassels Ce ntaurea solsc s - Star This Orthaca'rpus eviantljus Johnny 'Iu.ck Ch1a bol m 3cl:tanum - Snap 1'l antli ilea 'andromedaefolia - Coffet� 1�rn Circe, aium sp, - Thistle pe;l.tiphyllum pci.t-akum Indian Cornus caq� densis - BunChberry RhuUarb -rand Westorn Htlulid'K' Cynogl,ossurh penstemon sp - 1'eaateinon C(Od Bac{( pit�iroE,ramma`Criangu� is Cis sp" W Grag,SnuGs = glue:la'ttrkfipur Fern , plagiobatx s sp. - Popearo Plower, Taelp� hInlumc�llc�ntum Plantain b`icentra formc�sri ^ it, BYeedillS---- planta a sp. liucn m -California Hearts poiy�a galifoti. r 1 ;Bradiizm tin-_.ut�rium Stemmed 111argeP ^ Pot od Y , palystiChum munitum - Swbrd Tarn j CUCA �Tj>- 1'L,,tUltB OrASa Patenti1lla,spM Cinhuzl-fail iii illartA r:ecurvi - Mission 5011s �-------- pteridium agu1� m_ - BLe1ceB. Feria Cal i.ilih 'n yarine Al.dstraw Ranuncutaas mux�icatus - vicle '5ec�ded, Ga l�icim nuttarll i C rcn,-h.MAY..;.....w..-,......,�,....,1...»_. "..,.. -... i ' : i .. u._ -... _ '" "'^ • S APPENDIX MAMMALS XNQWN OR SUSPECTED TO OCCUR IM THE mua-mbo.RETOWN RIDGE Vagrant Shrew Sorer vagr,, s Trowbridge Shrew S, trritabxryiayi: Myotis Bats myons sy. Silvery-haired Bad. .Las,onyeteris noctivigans Pallid Bat Antrosous pallidus Biq Brawn Bat Nptesicus J"usous tree-tailed Bat Tadarida mexicana glark-tailed aAckrabbitLepus caUi ornicus Brush Rabbis: SyZVaZaous bachmani Allen's Chipmunk Eutamias to?msertdi Western Gray Squirrel Saiurus griseus Brttae pocket Gopher Thomomys bottas Dusty-footed Woodrat Neotoma f'useipes Western Harvest Mouse Rci,ihrodontomys megaZotio California Deermouse Peromyseus caUfornious Deer Mouse F. mans oula&U3 Long-tailed Mea6c, Mouse microtus Zongicaudus House Muse Mus muacuZus r Porcupine Nrethison.dorsatum I Gray Fox Clrocyort c.nez?eoargenteus Coyote Canis Zatrans Plank Bear Nuzrabos americanzts Racoon Procyon iotor i song-tailed Weasel MusiaZa f'ranata Striped Skunk Nlephitis mephitis Spouted Skunk SpiZoyata ,putorius Mountain Lion 'aZ s eoncolor. Bobcat Lyft rufus Black-tossed Deer0doaoiZeus hamionis S a�: " . �te�e gym.,,. _ - ,. - .■.� 4v Plain Tiimorlse P ina rnatus P altriparus minimus Common B.usht it White itea. stied Nuthatch si-bi t caroZindmis net "brc)aE.�L-ed Nutlitch . S. cunadensZs pygmy Nus ,riatch S. pyrMaea Cethia f'amiliaris ^. Brown Cro,�; Ohamaea fasciata ;7rentit Thryomanes bawiokii - t;ew ('k "• Mel' Tox�jtoma radtvivunt Cjl i;oj-n 6t �4 crasher Turduo migratoriue Rcbirt _ Mimus poZtyglattus Varied, ' Thx4 a ITOreus naevius HyZocichZa guttata Hejrmit, ThruOh S�aZia mexicana Mvadestes townsundi 1; 014T-sond's golit;are C,;z,,d,2n-crowned Ringlet Regulus satrapa ; `—crowned Xinglet '�1a,xwing R. calenduta „ Bombpcilla car rort�t� Cedar . _ S`turnut, -,julgaris ' Sts;z.l:,�st� 7�hain�pepZa nitens PhaIaic,V,aV' a Blue gOY Gnatncatchex ��Zio��Gila ctteruZiiz Vireo huttoni� Hutt. V irecs V, soiitarit!s 801it4r'Y Vireo V, gilvus Warbi a.ng Virf.o 'Warbler Vermiz!ora cElatcz Ur�fnge-czowned y V. rifficapitla t�ashv°�,7.1e Pendroica petochia Yellow, Warbler Myrtle Warbler i ncor+pnata D� Black"throated Grey Warbler nigrasca�ts D. townsen4i Townsend' s V7 rbler 4 Hermit Warbler U .occ dentals " Wtl se n s Warbler Wilaonia pus tla Paso,,. ddmesticus° Hose Sparrow Western Meadowlark Cturnalza nagZecta Bu lock" s oriole iGtex�Lts bullocki E'u ha us a �znoce i aZus p g g' p' Brewer! s BlackbIrcl BroWn-headed, ;c�c�g byxd Woth. rue atav Piranga Zudoviciana Western Tari«ger B� ao):..headed Grosbeak RheucUcus melanocophatus x,azuli BuntingChZdr�ra Passerina affloena chiarura 1 1�reen-tailt�d Towhee Hasperiphona vespavtina 'EVehinq Gros'beal� '' O'arpodacus purpilraus Purple Vine% t3ouse Pinch:;pinus Pirie Siskin pinus' Americas Colcd�inch tv'st, S, psaZtria Tosser Uoidancla z tipZo ex�gthrophta mus Ru uS-� ideal . ^Cowhee ` BroWn ' Owhee Chodestes grammacus Lark Spar-row Junco ovaganus Oregon JtAnco� i'j APPENDIX COMM04 NAM SCTT'NTIVIC NAME6 x REPTILES AND AMPHIBIANS Western Woad Bufb :boreaZi Pacific 7.'reefrog1V'la zrpiZZr Yellow-legged Frog Rana boplei Red-legged Frog - R7al4a aurora Bullfrog Rana datesheiana Western Fence Lizard : _ IcaZopoiws oceMentaUs Northern Alligator Lizard darrhonottts coeruleus R Western Whiptail Cnemidophoroug tijris I; Garter Snakes Thannaphis spp. Western R'ingneck Snake Diadaphis amabiUis Racer coluber 060trict6r Gopher Snake Pituophis catenifer 1 Common X ngsnake ampxopeZtu OetuZiw Western Rattlesnake VrotaZus vi -ldis i; 11 } +� XOIIKO14 VILLAGES s PS I:iciclel]. 17tXon 1"ra._ -�Elr PoWorsx 1. Altrkutnh�],i(�) _ t Alimyucla '. Bah kouil tsluri : ' ��: 1lAhytt lialtyt S, )ittuka Bauka 6, Beokttmktimi* )lFnkomkomi r;tlnkuml uml 7 �ti eysm ;, Ai Ft cyan q. l4 s t;ameha 1t), l;otoko Botolto 11, Bup.umkumi* 13. Chichi' k 14. Ghikimaisa 15. T?t:niido�a 1f?. 17ot�oli ' 17. Eskeni l;skln 1$, llttPaiya or Ilapttmhasa 19 . Ilttmsuns;fctyo '� 20. liayemho..nke 21. )likininkumbal.i i uw, )titch:, 23.11nlltal}tolt 0h 11011101ta' 1101holto 24 ,. llokont~^t 25. Mule 264 Yalkil.yatti >`ollcaxva ?r.tll:nlyri' 2.7. 1C�Witumttmi 2R, fCnttsno 29. Y,ntd t tonittm 51, vwl.ttmhiai 32, l.ttaraia�tc� l;trl.ni:aPko, o 34. ltnzlukuyamttnimkrlva �; 35. T,at;ita } ' 36. L,ol inhltttmhal L� 57. I,.olosioobodia ' , 5f. hc»,ri.nrkcvn � '� 3!l, hul�ttmftttrti 40. 'Lunilttttli f3u4lo Ca, �fbnnin9 Cnitlm. 41, Man `it ''kn i p a 42: ittcl.att+da, or flitalxtn ltichnpcic„ rt,t.choprY o c JAN I 0 43. Mu tmutlpan;L 4lf., , trit>.xos�i (?t�ov111e;. Gnfii`arnia 45. pl aleyiittliul ttm:l 46. Oiimt 41. nl otolcha t)lolr,�A Oplolhoyo; 44, Ol't ibe 50 Gtnl+I �ltalcl t tltnicumtti 51. �'Alju�ri App eAdix — 1) pae; e '1 r; Riddell Di,; on RCroebor Ya ac ry �„ 52 1?ake Pall 53, Pal,iknglt imlinli(*)$4i Pambisku'i' ry' 55. Pamtali, 56. Pio;Ltu 57. Pi.ldinkumi or Pikingitumbali (.0c) 58, Piubeyat �, ScJ. Piudiisi 60. Pakltatca y� 61: 11olongkovO 62.Pttl.et�i* , 03. Pumoltri 64. SakIW-.oya - 65., Saidskotin 66-. Sewml»iim}nl i* 67. Shil,tonmovidluikumii* 68. Shudol-loyol.oma 61.; Sliiisbuminmi. 70. 5fto 71, Suk.leli or, TotiewiLmliuktlnln(*}' '72. sunusi i 74. Tadh' lca' Tndoiko 75. Tnichidh 76. _ Ts.ikus rakes 77, Ta' kaya 7S. Taitaaia* 79. Tetarnpantr � Elft. Tutherikoyo i 81: Titikyani 8? . Takata t33. Totornl�iFiiti (js,) Totor4a Totomii 84. saktomo 05, Tsnmllonort : TSttithaftaneini �.'snmtinlicnam 86, Tsatta �fi. 'ISi.iYpP4t'IttoV'�1ili�Ctijlt3(�} 89. ` Tstilm Tsuka , 904 T tiltimsticvi cll lJkin:hi 92. " 11taPi UsltkuPaili 69. ;�lJmbu� 94. WAtatria 95.: ,,, l�ntahahtt 06, : WAvWu!,h tnO: 97, 41�lettcleft - 9ti,, 1JileWlmkttrnl�al,.L(*) won mkoyo* 1�0� �'ahailk,timba��.(*j i 101: Yakiovi 1n2. Y,tiuL,6 Yauku lli�,}lp Co, Rlannirtc� Qot>ytrf. JAN o �7 Qrovillo, Callfoli7tAy I r Ri rlcle_11, Dixon Crc eber Pairere 103. Yo1ok 104. Yo«itoma t 1 G15 . yWiemui Yuma 106. Yumam 107. Yutft mkutnbt H* Yttno }C(1i}t:Ci�a c1; t,,TVvlixa , AND/Olt 'AURNlNO (;' ,6UNDS j Cly Ch�Cono " 1"i0. xatom u6b s G3 1'umekti �,,y, s}5ite�rm.hrfah�tf;,uma ,, Iii 8ito 73 "ta' a 7r1, Tataml ante a - 6 � 1�ouni3; ttourte �' (*)ttaun�} bootie probable , tY 9Ia+4'6 Co. PlOTIbo Caroti. JAN 3i 0 IM Mir -47 Orov}Ilo� Cs}iforn}a w Page 6 Run from 1965 to.1979. Figure,2.5.1 sho4rs high low and mean flow by month for theperiod 1.966 to 1980-=81. Flows for Sucker ;Run and Little Sucker were measured: on May 13, 1982 during the first field sampling and area reconnaissance. sucker RUn ;Just above the confluence of Tittle Sucker Run was flowing at 74 cfs and Little Sucker Run was flowing at approximately 5 cfs.' These values are consistent with flow, measurements from the downstr'oam gauging staticsn. During aur reconnaissance on July 30, Sucker Run was flowing at 10 cfs and ;little Sucker Run was dry in certain segments. _ 2.7 Stream Substrate The stream channel. of Sucker Run is generally narrow and characterized by bedrock falls,cascades over boulder gardens (l0o to 15% grade) and riffle reaches ,(1X to,aro grade) that run for '100 to 200, meters. Dursn 1981-82 the north central g part of California exper- ienced the wettest 'winter in over a century,Rains produced major flooding on Sucker Run and i•ts tributaries resulting in movement of large amounts of debris. R'arian p zlegetat16n trapped flotsam as hich as .eight feet above channel bottOi; stream Page 11 400 in upst-ream of the power house and is approximately 7,.m high. The la.st'fal'ls is located within a 16 m high 309 cascade. , The; highest- falls 'here is two meters receded b a steep bed- g p y rock chute. the major falls lies in the middle of the develop- Ee4 xK ment site at Kanaka's uppermost property boundary. There are two falls in this complex, one is located in a very steep cas- 1 cade of 40% grade, 1 m high. Seventy meters upstream: is another falls_ 6 m high,. Approximately 100 m upstream of the powerhouse site the stream flattens out into a 70 m wide valley. In ;t?his 'area, the stream is 1% grade or lc%rs for approximately 250 meters. This stretch is 4 to 6 m wide x 0.5 m to 1 m.deep with a velocity of 0.3 to 0.5 m%sec. Midway in this section of strparP, Little' Sucker Run, an ephemeral tributary enters from the north. The first 110 m of Little Sucker Run ;is low gradient, 1 to 5%, with many,large rocks and boulders forming small dams for pools, and cascades. This run is 'stopped by a steep cascade and finally i a 4 m :falls. ' Fish migxation out of orovil'le Lake into Sucker Run and its: tributaries is blocked 'at the mouth by a 2 m high falls over large blocks of dislodged bedrock granite.. There are e three more barriers, a failst cascade and chute, within 160 m ' othe £i.rst falls. 5.1 Fish Habitat Duality i Page 21 :. The development of hydro-generagion ,facilities will t produce certain short term impacts. These will primari]y during and :immediately after occur project constructio7i. 9.2 Construction of Roads Only limited new road construction will be necessary to build and maintain the hydro-faeility, The major access road to the'site exists. Past to gging roads can be improved and extended to the diversion site. The penstock and generator facility will require new roads: The extension of existing roads and the construction Of new road will require removC1 of vegetative cover, installation of drainage culverts and will produce some erosion which will cause. some silting and increased turbidity in the stream. Since 'thp soils are coarse grained weathered granite with fepr finesthey will settle rapidly and thus the turbid water conditions will be short term. in addition to being transient; turbidity, levels are not expected to exceed, ambient levels such as 'produced by storms. If care and consider - aton is given to 'reducing erosion during construction, thd. short term effects' 4-0 fish habitat should be minimal.. Properly constructed and maintained loads can act to minimize sloughing . and'hel stabilize std, hillsides b contr p Y ollincj drainage. 9.3' Noise Noise created caring construction activities -is expected to: 5UCItER RUN STREAM FLOWS' ; From; 1965 to 1979 '156 it 140 - 130.. !10 rro 104 i0A qq W 40 dA y w iA 6'7.3 107. i � rs U 50. All 39 40 9� SO � ` z9,$ x2.5 Io7 r e.S 10 3.6 4.r Z+0 U 0.8 IM5 MONTHS ;. V 53 2.41 74 TABLE 2: 1980 Climatic Information for Oroville 1 Dam P Mev. 257 m) 1.38 82 (28)` MONTH AIR TEMP' PRECIP HIGH TEMP LOW TEMP F inch F (Day) F (Day) JAN 48 8.06 68 (22) 33 (29) 99 (29) 47 ( 5) MARCH 53 2.41 74 (29) 37 (12) APRIL 59 1.38 82 (28)` 41 (21) MAX 64 0.47 98 (21) 41 (24') JUNE 68 0.34 99 (29) 47 ( 5) JULY 78 0.26 109 (27)' 52 (6) AUG. 76 0.07 103 ( 3) 53 (29) SEPT. 73 0.23 96 ( 6)" 51 (14), OCT. 70 0.73, 100 ( 4) 41 (1.5)''' NOV. 59 0.88 83 ( 5) 42 (24) DEC. 49 "5.$5 69 (18) x r. 63 TOT = 29.28' C ,, TABLE ±Ii- A list of mammals that should be Zbund in the area, are as fclloWs: Vagrant shrew - Water shrew Trowbrdges shrew Yuma myotis' Fringed myons Long-legged myotic California myotic Small-footedmyotic Si'lv`er-haired bat Big brown bat iced bat Hoaty bat Townsend's big -eared bat i, Brush rabbit Y6116W.pine chipmunk Allen i s chiinpunk' Long-eared Chipmunk California ground squirrel Western, gray, squirrel Douglas' squirrel Northern flying squirrel Western harvest mouse Deer mouse Brush mouse Dusky-footed,woodrat' Porcupine Coyote` ,. Gray, fox Black bear Ring-tailed cat Raccoon � Marten Long-tailed weasel Mink Badger ' Western spotted skunk ` Striped skunk Mountain lion Bobcat Black -t'ail'ed, deer' r i TABLE IW Partial listing of avifauna of Sucker Run Breat blue heron" Hairy woodpecker Yellow warbler Mallard Downy woodpecker Yellow rumped warbler Bufflehead White -headed woodpecker Hermit warbler Common :merganser: 'Black: phoebe, MacGillivray'swarbler L Turkey vulture Hammond's flycatcher Wilson's warbler Goshawk' Dusky flycatcher House sparrow Sharp -shinned hawk Western wood pewee Brown -headed cowbird Cooper's hawk olive -sided flycatcher Western tanager Red-tailed hawk violet green swallow Black -headed ; _ grosbeak, Golden eagle Tree Swallow` Lazuli bunting Osprey Rough -winged swallow Evening grosbeak Prairie falcon Barri swallow . Purple finch American Xes'trel Cliff swallow' Cassin's Finch ; Bluegrouse Steller"s jay Pine sis;kin California quail Scrub, jay, Green -tailed towhee mountain quail Common, raven Rufous -sided _ towhee Killdeer Common crow Lark -eyed junco Common snipe Moun"t'ain Chickadee Chipping' sparrow Band -tailed pigeon Chestnut --backed chickadee. Black -chinned' sparrow' Mourning dove White -breasted nuthatch, White -.crowned sparrow Schreech owl Red -breasted nuthatch Fox, sparrow. Flammulated ;owl,. PygiTq nuthatch' Lincoln's sparrow'' ; Great horned owl Br --own creeper Son sparrow " Pygmy, owl Dipper Spotted owl' Winter wren Saw -whet owl American robin Poor will Hermit thrush Black swift- Swainson's thrush Anna"s hummingbird Golden -crowned` kinglet Calliope. hummingbird `'Ruby crowned kinglet m M Belted kingfisher Cedar waxwing Common ,flicker Solitary 'vireo Pleated woodpecker Warbling vireo Yellow"belli.ed Nashville warbler sapsucker �I=.�wYe'.TrkF aq.a 14L ., -aE' F--f-1�:w' ... _. _ r. .. .. - •+...-...... .. _ _ ...tea ^r..r. I I+A: , I ,'.. -tw,r.,,au. ..i .rzvJ•Yxrn v..,:r,uq»a.-t;Jrxrxa,.R Y>. r.a 7, Fppr' . J .;:h .rn�rin i. _ r. L. y "E', f }4 r3ri S' y Itf � n x too) ga wJHQ, 'k i'�wW1S701 Dim a >g (C��. $�`� �J'e l;q' i^"•v nx• ��py-.Atk#i ( � `�kr c a�. � 5 V 1 �h �: �` � �v.�,ry�x na=r.5 �'''t��d�� �o- t g. A iz�i� � t ���'� Ji �.'�° c x' i 4�'. P � n C-Ne'ns�.\,rFaA. "'it, �:rnr.n crrEr- 4 £8Y , CN r� 'tlr, r d ,r� •' I a a �a i, nrr..+u anew F�.iA , i11 1's . Elm m pi n mxf>�M'd.:: VP rt'il W4*1'lX+0.M1i•N ^',Yz- C (. .. 4iR r r r � r phorcu La ve k i' ' w i i b .�.rwasr ,:ac �r aY�r>.+��:t*n'rs+r � �" ��1� Sri �"� i7 C•r's �'�i'i �' '. r n w ; � � i Y�,tl �Sr N o'E �t»act �'JI4�� k: .J tY '�" r tS Y� ", ". �� w C"C31?1riPZ �A� i1: Y� 6:5 3 Va �;rg �td:4 • sls �r E�T�P 4n�r`t.I3 d"t�t, d ,�.'m�: G ,`*' « 'ni / `�a e'�.T'fi��l ��"�? CE�a �';I'$ �d'9 N £.::" tr°i +�`t'+°i u' i' �� l a3'r ^.�' � �'°4` 4 r g �� C.' ` • i �� gr r'tIF Aid�. 9W".3A, f,•r #Yr`In pasA:1V -t tm Water Ar 0A '&Wter 1'3o J v i o Co (Ohl 10Ron. � w, v no Carl wrr ur3 vntw r c arl oi{ `air , v i li p y rxr, i mra :I �. lac -"L Ora w as Moan p cc:. w � 1 'GI d�LA1J E 74 1 `. a r R v0s'L''C e r YU310 Mimi q ,fir, Rl� tcq 7 1l{ ,fi l ,2 , & r onto lhr(IM p, $ ♦ !ilv l,* l�la�.k i./( b I 1 '� Yra . r.��... ` �r O 10 M' Ab .., tq" ro' 1yt �. T l! WW C'r idl'W wwr� ry . t "il A �..Y Ali" 4 Irnvrn k .,. t rs,GFQ,ax a ll�• r�itnw p avv ri p s.� T d b'[�Aa�� o S � r - b10,4 »- "r �^ beI`s WAN r r .I Y I I �J r f y ' o ' �Fx 1rJiia 4}v � k � r• ttJJ nlu ' r, g ,.. . �y, dt a �wraLa rrc-r `k` lry i��;�,` v. Mrd.@,�.a9bfr',t i. ' ilpr_ r 7yrr rMwrYroa r p �p �f4�rp tY�glt� fiP+TiR'rt'ib6T.r�.1�x fr.p� ,J y`�E S �r / ��YJd� lune o 17»r {t k �ii ,. ara x� r0. ' ,i *rgQ'ggg�% e Jd�dq��t tr'�—Sm �. y.,t j w. �� {, A, t` 7,C F xs61 . #ut ACfA�i x ark r J^�J.t{.JCA j I:. 4 YI r�.'IiV:'d tJ��k'.`x.r"aF M1 Ad''. J!r •.p } 4tt--. Yl{j`JLI 12 NiiVC .q.'r'rA.Wt rai1'.^rIK;� i. .VL} S Y k O� ��nG�v{ iC g r IS➢L.uF'��"r� kA;�°t.dif }'1 e- h rt tt� ..J: 4 L ' .� _. .� IR � ` matches the service area utility's load; curve 0. Land Uses is The following items should be discussed if undeveloped areas may be 1' affected. } a. If available, include a map showing existing land uses. 'such 'as residential, commercial and services, industrial,, transportat on.;,, Utilities, institutional, open space and outdoor recreation', agritultural forest land, water, archeological,, historic and other pointe -of interest, i b.. Describe current land use planning by all 'levels of government.. c. Describe the admi ni'stra,ti vt and regulatory l and use controls , naw in effect. d. Describe development trends for the industrial,-agriculturaa, commercial, residential sectors -- especia-lly those near bodies of water. Describe any aspects of these trends which might threaten water, quality or bring about outlier environ- meatal problems: 9. air _Quality If pertinent, discuss the major factors directly affecting air quality ' and: the current and anticipated future air quality in the project'area. 10. PopulAtion,Projed i ons and Economic Forecasts Describe the current and p,lojected population levels and current and projected future economic development. The reasons for using a particular projection or forecast should be briefly, "stated. 11. Energy if power generation or a large power consumption is involved in the proposed pmjekt, describeexisting energy supplies and energy use ` ! patterns in the ,region and locality. Describe any energy conservation program which has been implemented and the amount of enei^gy saving real i xed. ' 12: ,Other Pro_rcr6ms in the Area Describe -any significant local, State, or Federal project in the area_ which will 'interact with the proposed water development. Discuss the interaction. !g d; Effects on groundwater (water supply, saltwater intrusion, land subsidence, phreatophytes) overdraft. e. Water losses (water loss by evaporation, seepages etc.)'. { f. Water quantity - quality relationships. 2. Impacts to surface and groundwater quality (degree of change, seasonal` variations, and effects)'. a. Physical changes such as siltation, drainage, temperature,'` r' turbidity. b. Chemical changes (volumes, constituents, concentrations) such as biostimulants, toxic chemicals (acute and chronic), dissolved inorganic and''organic matters, dissolved oxygen and other dissolved gasses, oxygen -demanding substances. d. Impacts to beneficial uses due to water quality change's. - d. Potential impacts from accidents such as failure of project or roject coni orient, accidental release of chemicals or other substances p. P . 3., impacts to water resources management Conflicts with State, ;regional or local water agencies plans or policies. 4. -Impacts to Biological Resources Quantitatively describe effects on aquatic and terrestrial biota (vegetation, invertebrates, fish, wildlife,, habitat, rare and endangered species).` 5. impacts to Si� gnificant Environmentally"Sensi ive Areas a. marshland, v�etlands, and estuaries,; b: flood plains or flood-retootion areas, c, groundwater recharge areas, d: Steeply sloping lands, eil forests and woodlands, f. prime agricultural lands, g. habitats of rare and endangered species,` , h: public outdoor recreation areas, y i. Pricing policies (e.g., abolition of declining block rates, institution of increasing block rates Withy life lino provisions etc.) j.` Conjunctive use of groundwater (on a "'safe-yield basis") and surface water: k. Improvement of distribution systems (P.g., lining of ditches, plugging ,leaks, interconnecting distribution systems, etc.). 1. Water exci�anges (substituting lesser quality Water for better' quality water for agricultural uses, thereby freeing up a "new" supply of good quality water for municipal consumptioni r m. Acceptance of less "firm" Water supplies which would allow for higher expected dry year deficiencies or more frequent deficiencies„ n Brush control to increase runoff. 6.1 Weather modification to increase precipitation. p. snowpack management to delay ru., ff. 2. For power generation projects, include discussion of the following alternatives to reduce demand or increase available energy supplys - ai Funded energy conservation(e.g. interest free loan programs for install insulation); b. Better peak load management (e.g., air' conditioner load management, pricing, etc,). C,, Passive solar energy:" d photovoltaic energy.,' e Bia=mass conversion.. f G,'�rbage burning. g, 40otherm41. h. Wind endrgy. -15- 'STATE OF CALIFORNIA=RESOURCES AGENCY EDMUND G. BROWN JR., Govomor DEPARTMENT OF FISH AND GAMR REGION 2 1701 NIMBUS ROAD, SUITE A i , K : 1 yk{uy� }" 4 RANCHO CORDOVA, CALIFORNIA 95676 (9116) 355=7`030 I April 8, 1982 Mr. David E. Bol,land Associate Planner_ Butte 'County Planning Commission 1 County Center Drive Oroville, CA 95'965 f Dear Mr. Bolland The Department of Fish and Game has reviewed T.C.I: Development Compan' s proposed small hydroelectric project on Sucker Run Creek, Butte County. Our preliminary comments' to T.C.I.indicated, certain studies they should complete for their envir.anmental: report. We have enclosed a Copy of these comments for your 1projeaton and use in your environmental assessment of the prbpesedinfor it ourDepartment can bee of further.assi.stance, please contact Jerry Mensch,, Environmental Services Supervisor, telephone (`916) Sihderely, e. 1 T. ensei , Regional Manager' Enclosure f pinto.Gd. ��ari my Qonim. OR a 190 i Okoyillo� C�►iforaia TC'I Development Company Pa.go 2 April 28, 1982 The 11.T.R. should focus on the i.atp�acts •identi,l'iocl as po.toilticiily signi f i cant on the chock'i-i st ("Ves" and"Maybe". answers) Project alterntitivos should be 17011y ;oxploi'ed In the BilA. Also, the ha. I.R. should discuss reasible project design 'featttt`es (Mitigat►on 1`leasutes) which would help roduce the identified impacts,. You are oncourag,od to include any stucltes you may have developed coi cor'ni,.iig the st' oam, ,Clow ;r•ogit<to and w:ild;lifr, resources for the State Department of Vi.sh and Gamo as a major component o f, tho E. R, In aclrlitio'n, the ax'chaoo].ol;:i.c;al survey which our depart - sur has rocloi.rod, should be completed and also usccl: in the 'C.T.li: 'I have discussed the need for a survey with ,7im Manning, a local archaeol.og:i.cal, c.onsultrmt, and lie would be tail l ing to conduct tltttt survey at a re4►sonabl e cost to you. r4y p-revious telephone Contn.ct with you inclicati.ng that the cost or this survey could be absorbed by initial: study fees was in orror,, pointed out by lily immodlnte sope'rv:i.so-r, Steve Streeter, Senior Planner. With u►ore particular rcgar,d to your cltiostion during our telephone conversation regaxcling the rotluiremect Coag consideration of archaeological resources, the C:a.lr.f n.'ta Clnvj,ronmental, Q.tal.ity Act C'kQA doff cs "cnvirontnant'i as including11010 physical coi�data,ons ti,rl►:ich exiLst within ti :o area which wi.I.l be 1 -rica by a proposed project, incl:UdInc, objocts oC h,istor'ical . , signl Ci.canco" Appc'tad? ;c G or the Stato Cl QA Cu defines pft;rtic ttlarl,y points ou't that a �pro;j ect wil'I have a s tgni Ci crtnt 6[�Cect on the onvIronm0lit :11 it A.11 "(j ) disrupt or adversely ar,Coct :a. mhisto'r:tc or 11.1stori•.c arch4►eolo�1c, sttc GhQt1 has hoop detoeminod by the courts to be appl icabl.o to till private pro�jot is kvhorc` a Public agency, aprova, is recliia:X Butte County Use Po'tlnit) . A suryoy utc11 bc, 40 CessalIY on your project site to detei.mine JJ airy arc rosourGes o;f sa ;na.0 c, nc o �irr to be impacted by your project, If so, your archaeolo,g:tcal. consultant will aclvi,se j. you o f ' to n► ,ti g,xte ways t1Yat xinpact. 'Cncl,osocl is a copy oC a coiz►�tent le'ttor We have 'retetved' .Frei►r the Diva s;i.or� a f Wates' lights, Which roco't►tinrncl5 th7t you co.nbact tho►ti i�ifinodi ,ioly aboGl di'v�tsr"sio_xt of vater�. They ha::v� also encl�d��cl anLit oV opcvclo t for yatrlnRyi cons 6, a. ion copy a f, tI o cotmtton't 10 of t t'om� the Central VaIIey Reg.ion4P Watoi Qual y Control boat el is also enc losCO For your arse. j` 8. Land Uses' The following items should be discussed if Undeveloped areas may be `- r.' affected E a. If available, include a map showing existing land uses, such as residential, commercial and services;, industrial, transportation, utilities, institutional, open space and outdoor recreation, agricultural,,fores land, wager, archeologicalhistoric , and other points of interest b. Describe current hand use planning by all levels of government. c. Describe the administrative and regulatory land use controls now in effect. d. oescribe development trends for the industrial, agricultural, commercial, residential sectors -- especially those near bodies water. Describe any aspects of these trends which :of might threaten water quality or bring about outher environ- mental problems.: 9,. Air ualitj If.'pertinent, discuss the major factors directly affecting ,air quality ' and the current and anticipated future air quality in the project area. 10 Population Projections and Economic Forecasts_ ed population level5,and current and Describe the current and project i' projected future economic development. The reasons for using a particular 4 projection or forecast should be briefly' stated. IL Ener If power generation ora l'a,rge power coosumptiost is involvedin the proposed project; describe existing energy supplies and energy use patterns in the region and locality. oesc, be any energy conservation program 'u�hich 'has been implemented and the amount of energy saving F real i xed. I 12. Other Programs in the Area Describe any significant local, State, or Federal project in the area which will interact with the proposed water deve'lapmeIn DSscuss the interaction. 3 Y } B. Detailed Des:cri pton��� ;r s Water, and energy conservation and water reuse (reclamation), must alway1 be considered as mitigation measures. Conservation and reuse may eliM: t inate or reduce the steed for the projector reduce the quantity of water needed or the size of the project, and may mitigate adverse impacts: Conservation and water reuse; by delaying the buildup of demand; can delay the need for a project, and therefore, delay adverse Impacts � associated with a'project. For further information concerning water reuse, the Board's Office of WaterRecycling :should be contacted.. : 1, specific water and energy conservation mitigation measures can include: a: Measures to reduce wasteful, inefficient or unnecessary Water or energy consumption during construction and operation of the • , project. b Proper siting, orientation and design, to minimize water or energy waste and maximize all beneficial uses of Water or energy • production. c The potential f.or reducing maximum water diversion demand or peak power, demand. d'. Measures which reduce the, overall Water or energy demand and therefore reduce or delay the need for the project. V. Alternatives A. General F�11 reasanabl e al ternati ves to the proposed project, or, to the `location of the project, which cotr1d feasibly attain the basic`�objoctives:,of the project should be discussed. The reasons why they Were rejected:in favor of the ultimate choice must be made clear. The '`na project" alternative -13w i., pricing? policies (eig., abolition of declining block rates, institution of increasing block rates with life line proVisiois etc. j Conjunctive u911 of groundwater (on a "safe -yield basis") and surface water. k. Improvement of distribution systems (e.`g., lining of ditches, plugging leaks, interconnecting distribution systems, etc.), 1, Water exchanges °(substituti'.ng lesser quality water for better quality water for agricultural uses, thereby freeing up a "new'" supply of 'good quality water for municipal consumption m; Acceptance of less "'firm" water supplies which would allow for higher expected dry year deficiencies or more frequent deficiencies. n'. Brush control to increase runoff. o. Weather modification to increase ,precipitation. p., Snowpack management to delay runoff. 2. For power generation projects, include discussion of the following alternatives to reduce demand or increase available energy, supply! 5 a., Funded energy conservation'(e.g., interest free loan programs for installing insula;tion). b. Better peak load management (e.g., air conditioner. load` �. management, pricing,'etc.). c pasaive solar energy. s d photovoltaic energy: e Bib.mass conversion. f; Garbage burning. �g. Geothermal. h: Wind energy. -15- ry YES MAYBE NO h. Exposure of people or property to geologic hazards such as earthquakes, landslides,, mudslides, ground failure!, or similar hazards? 2, Air.. Will the proposalresult in; a. Substantial deterioration of ambient or local air quality? b. The creation of objectionable odors, smoke or fume -s? c. Significant altetat:ion of air movement, moisture or temperature, or any change in climate, either locally or regionally? 3. Water, Will the proposal result in substantial: a. Changes in currents, or the course or direction of water movements? b. Changes in absorption rates, drainage atternS or the rate and amount of' Jj surface water runoW c, Need"for off-site surface drainage ,Lnprovement9, including vegetation removal; channelization or culvert installation? 4. Alterations to the course or, flow of flood waters? e. Change in the arwitnt, of surface water in any water body? f. Discharge into surface graters, or in any alteration of surface. water quality, including but -, not limitedto temperature, dissolves, oxygwx or turbidity? g. Alteration of the direction or rate of flow of'gro un vatersl< h: Change in the quantity or quality , of ground waters, either through direct additions or withdrawals, or through interception of an aquifer by cuts or excavational p endix V :a e 2 of 9 YES MAYBE NO ', . i Reduction in the amount of Water otherwise available for public water supplies`? J. Exposure of people or property to water related hazards such as flooding? 4 Plant"'Life. Will the pi.-oposal result xn substantial: a'. Loss of vegetation ;or change in the diversity of species or number of, any species of p;larts (including trees, shrubs, grass, crops, microflora and aquatic plants)? b. Reduction of the numbers of any unique, rare or endangered species AOL of plants? C c,: Introduction of new species of plants into an,. area, or in. a barrier, to the normal replenishment of existing species? 1 d, Reduction in acreage of any agri= cultural crop?` 5i Animal Life. GJill the proposal result in sub.stantialc a,. Charge "Lz the diversity of species<, or numbers of any species of animals (birds, land animals including reptiles, fish and shell,- . , fish, benthic organisms, insects or mi"crofauna)? 3 , bw Reduction of 1~he nuilbersof any, k ` unique, rare or, endangered s ec'ies" of d imals? C, , Introduction of new species of animals into an area, or result in, a barr,%er to the migratjion or movement of animals? d. Reductiot'of', encroachment upon, or deterioration to existing fish or -wildlife hAbitat? Appendix F" - page 3 of 9 YES MAYBE NO, 6. Noise. will the proposal result in sub s tantial: l a. Increases in noise levels! b. Exposure o; people to severe noise levels? '--- 7,. Light and Glare. Will the proposal pro' uce sig scan light or glare? 8.. Land Use:. 144111 the proposal result ;. in a signifi n YES 1MtE NO.. '13. Transportation/Circulation.. Will the ,proposal result in;, a, Generation of substantial additional ar movement? vehicular _ b. aignificant effects, on existing park' facile ta:s , ,: or demand for new parking? c. 'Substantial impact upon existing transportation systems? d. Significant alterations to present patterns of circulation or movement of people -and/or goods?: e. Alterations to. waterborne, rail or air traffic? f. Increase in traffic hazards to motor ! vehicles, bicyclists, or. pedestrians? 14.Public Services. Will the proposal have an df9ect upon,, or result in a substantial need for new oaltered: governmental r. ser�rices;in any of the following areas, a. Fire protection.? w i b. Police protection? c� Schools? d. Parks' or other recreational facileties? e. Maintenance of public facilities, including roads? f . Other governmental. services? 15. Energy. Will the proposal,result in:: a. Tise of substantial, amounts of fuel ar energy? b. Substantial increase in demand upon existing sources ofenergy0 or require the development of new sources of energy? Appendix T _page 5 of g wl --- - --------- yt. Matt 'NO 16. lities Tgill the proposal -result U 1 proposal I In a need for new systems, or sub - 1. st arLtial alterations to the following utilities-, Po� ,or natural gas? b. Communications systems? c. Watorl di Sewer (will trunk line be extendedp providing capacity to serve new rovidi,ng c 0 development)? e. Storm water drainage? 17, Human Health, All the proposal result in: a, Creation of any health hazard or potential health hazard (excluding mental health)? b.Exposure ofPeople to potential health hazards? 18, Solid Waste. Will the proposal result V significant in —an y nif icAnt 'Impacts associated , with solid waste disposal or litter central?, Aq8thetits Will the proposal result a ion 0 n tie Qb tragion f any public designated or recognized scenic vista ;will the . public, ., ,4 open to theot, I it ' the creation of an proposal result in e aesthetically offensive site open to public view? 20. Recreation. W-1411 the proposal. result in �'m on, the quall a.. ty, or � an impact UP quantity of .existing public'ro-drea-, tion facilities? 21, Stor* Archeological Cal, Will the --6$al � J,�- mt--ah alt a �Lot 0 ��top resul ar Hf, A, significant archeological or� ucture, hist6ridaI siteobjectst or building Appendix' —pagd 6� of 9 AP 71-23-Ol III: DISCUSSION OF ENVIRONMENTAL EVALUATION This project is the construction and operation of a sma11-scale "run Of the river" type hydroelectric facility on Sucker Run; tributary to the South Fork of the Feather River.: It includes a small, diversion clam, a ditch/flume conduit .for 1 + miles along the creek and a penstock and powerhouse facility, with associated roads, transmission .facilities and caretakers residence. A small; recreational dam and lake are to be constructed in an associated project, but are not functionally related to the hydroelectric project. The hydroelectric project will have certain beneficial effects, including the provision of- new electrical enemy, and the maintenance of lower stream flow temperatures below the project site by � colder stream waters around the shallow (warmer diverting impounded waters of the recreational lake. The project would be a non -consumptive use rather. than a consumptive use of water. Project Description 1. Location On Slicker Run, tributary to South Fork of the Feather' River, approximately 1 mile southeast of the intersection of Ponderosa Way and Lumpkin Road, off Ponderosa Way, Feather I Palls area, 20 miles east of Orov lle. 2. access and Nearest Public Road(s): Private road via Pondero8a Way and Lumpkin or- ::Porbes town Roads. S. Method of Sewage Disposal; Septic system as necessary. 4. Source of Water Supply: Private on=site wells 54 Proximity of Power Lines : Adjacent along Ponderosa Way 6. Potential :for .Further land divisions and development: The zoning could allow division to 1,60, acre parcels, buildable areas exist on-'sitc a church camp' proposal, has been discussed by the applicant ;fox the p°ropety. Environmental Setting 1. Terrain a. GeneralTopogrcj.phit� Character: Mountain stream valley surrounded by steep hills,. b. Slopes 'Roughly 620t of the site is in excess of SOI slopes, Tho proposed hydro ;facility is to be located' entirely on slopes in excess of 4Q 4 . c. 13,j;evation: 1200 to 2000 feet ADSL cl. Limiting, Pastors Steep slopes 2.SDil.s a. "types and Characteristics: Modesty, Chawanakeo and iiotaw soil series shallow to moderately shallow,'coarse to gravelly sandy loans from granitic parent material, moderate to Yap d. permeability, tivell to excessively well, dra�,ned, with high erosion hazard. Append x k' page 8 of 9 49 AP 71-23-01 DISCUSSION (continued. b. Limitin Fac toi,l: Shallow soil depth and, high erosion hazard especially 6n Chawanakee soils adjacent to Sucker Run. 3. Natural, hazards of the Land a. Earthquake Zone: Unnamed :Gault of unknown activity, 2-3 miles southeast, active Big'Bond Pault 6 'miles northeast, b. Erosion Potential: Very high c. Landslide Potential: Moderate to high d. Pire hazard: High to extreme e. Dxpansive Soil Potential: None 4. Hydrology a. Surface }Fater: Sucker Rain and. Little Sucker tun are perennial streams which traverse the property, draining an approx.. 1:8 square mile basin south and east of Feather Palls before discharging into Lake Orov:ille, '�i mil southwest: b. Ground Nater: Groundwater resources are locally available but may be limitod ;in volume or Unavailable on a site speell—'ic basis.; c. Drainage Characteristics Intermittent drainages and drainage swales carry surface drainage to Sucker. and Little Suckox ;Runs d. Annual Rainfall (normal.) 55 to. 60 inches per year e. Limiting Tractors; Stream volumes could be seasonally limited. during the summer months and during drought years such that operation of the facility may have to be Curtailed temporarily. S. Visual/Scenic Quality: Good 6. Acoustic Quality: Excellent 70 fir Quality! 600c1 8. Vegetation; Transition 611a arral to yellow pine 'fi' .>'C� t', riparian habitat along crocks. Significant vegetation A .1:oair ing has occurred around confluence 6f Sucker and Litt;?o Sucker Runs. 9. Wildlife iiabItat: Excellent to good htibitat Value. Important winter range l:or Mooretewn beer Rord.11 Ate';t c°nt to Bake Orova l l e Bald Eagle habitat. Ft migration may ba livited to; ;falls 1 below, confluence with Little e Sucker RUit. 10. .Archaeological and I'listorica.l A08ou-r.ces in the area: Creekside areos are sensitive, historical use is evident. survey should be required r It. Butte County Goner, al, Plan desi.g]ation; 'limber Tiou�tain 12. 1 xisting Zoning: PR: 16Q 13,xistayxg Land Use on.'sito undeveloped, .some ;loarifig activ ta.es,, earthwork a7jd; gon5trgct1on camp a�,ctivities izave impactecl the sate and ars,' rkj)�aront on the sitex 14. Surrounding. [`�",;'i� s . Land Uses,., Extonsavo open land' waters i' d and forestry uses, some 'rural resldontial uses, to the north and: west. .Appendix V page 8a of AP 71-23-01 DISCUSSTQN (continued) b Zoning: PR -10 to northeast, FR 40 to northwest and southeast, CP to north, east and sou(U.S.th National Forest), RC to south. c. Gen.. plan designations: Timber Mountain, Agricultural Residential to the northwest. d. parcel Sizes: Some 10-20 acre parcels to north and sou' -h - east .(private lands), 80-500 + acres parcels in surrounding area (public lands) . �r^�t 15. Nearest Urban Area: Orov lle, approx. 20 mile,, 16. p'ro,protection Service: a. Nearest County (State) Fire Station: peat;`,or Palls (seasonal) , Robinson Mill (seasonal) + 5 rail as each. b. }Vater Availability, Truck capacity only` ib,e,fC h; '3b: Construction activities on steep slopes with'shal.loty, highly erodible soils will contribute to potentially signi;Cicant soil, disruption and erosion, increased siltation of Sucker Run, the recreational lake and Lake droville, andexposure of }property to landslide hazard clue to slope instability. The 1a.rge:it impacts of the project may, be from access road construction. Significant erosion has occurred O'n the existing access road into the site, poii ting 'up the potential for ` evenWorse erosion damage on roads proposed for steeper sl.olies south of- Sucker Run (60-80 slopes), resultgnt drainage pattern disruption and sedimentation on site: 3a, e, f,: 'Tile detuatering of a. i + mile section of Sucker Run and the discharge o:f t}xat water back into the stream at the powerhouse p -ta—,race Will have potentially sign alicant impacts on 'the existing stream 1:10W regime, includingposs�blo increases in water temperature, below the - accumulation ol: bottom sediments from reduced i~l,ush:ing` diversion structure, changes in dissolved Qxygen, and turbidity.' Rel e?sed water from the l�otverhouso back into the stream may scour and. alter the channel., catIsihg impacts on the stream. 4a,b 5b,r1, 6a Consta"ttction alld operation Of the facility Wit-11 associated access roads and transmission corridors would To potentially si;gna.Cx; ant c1e7.� i.ng of vegetation, contributing to soil erosion and disrupt srupt� on of t ild li:i c . T}rt.e sa �e 5.s not oons�rlered a bo'tanical.l,y -sensitive area. However the site is adjacent to the S,a1tQ (lroville bald,oagle Winter range (endangered species), anc} represon�t*s' part O' f the MooretOWn dear, herd "cIinter range . Pl�e praj ect may have a significant disruptive tn:f-1 uence on these p general iui dl a J -e habitat values in this area. s eci , as well a , on �ntlaacts on the iaishery resource in Sucker Run, including damage of aquatic Habitat and ititerruptiOn oil~ fish migtation by the Project may well be significant. Also, Of - facilities may damage Appendix. V -,Page 8b 0f 9 IV. DETERMINATION (To be campy etd by the LeaAgency ), Qt the basis of; this initiax. ei zivations; 0 I findthe p.t.oposed ai ro;je, t COULD NOT have a significant effect on the e1lviroMM'0rx,t s and a NEGATIVE DECLARATION 2' �,s r6o6mmendeG._ [j I find.' that: alt,hotlgj.� the „jrclposed project could have a 1; significant effect om the environment, there will not be a significant offect in this case because the mitigation mea.suyes described on an attached sheet have been added to the, project. A NEGATIVE DECLARATION IS' R,ECGMNfEIMED. I find the proposigd t-x6 jer;. MAX have a s'ignifl--ant etifeot on the onvik-onmentt and an ENVIRONM914TAL IMPACT' REPORT is required Date AP r i l 2% 1982 (Signatoie David R, Bolland Associate P'1Ainne Fors but T oun171anr�- n' g Dep f. neview6d by:— e 9" of Appendi�c F -pag9 4 r AP 71-23-01 • x MITIGATION MEASURLS FOR CONSIMATION c 1. Maintain a minimum stream flow for Sucker Run as necessary to maintain aquatic life ,at pre -project levels, 2. Limit stream crossings to the recreational clam site ,for access to hydroelectric facilities. r 3. Install .fish ladders and screens as necessary, to maintain the } ;fishery resource. 4.employ standard erosion control measures including: a.)Revegetation of all exposed soil surfaces or use of other soil stabilization techniques. b) Proper development of roadside drainages. c) Stabilization of all graded surfaces by proper compaction and gravel or pavement as necessary.. d) Use of perimeter berms around all construction areas and along all access roAds to divert svr:face sheet flow, away from exposed soil. e) Stabilization of storm water runoff channels by, installation of culverts, riprap rock lining, energy dissipating structures, etc. as requive. cl ere practicable. f) Retention of resident vegetation where g) Construction activities to avoid the winter xainy, season (approa.. November to March). All exposed soil surfaces to be protected :from direct rainfall and/or surface runoff. I ) Contruction of in -stream facilities only during low - ow of time. :Cl periods , l i S. Limit extent o�- access and maintenance roads to exist'in routes and combined' urs tl the ditch/flume lume conduit route where pos5i'ble, Limit maintenance road widths to I2 feet. 6.submit plans and, specification" for r the recreational dam to the Division of Safety of Danis, DWR for approval . Protect! dam and :Gill borrow area :from ,erosion. 7 . >aanploy nonhazardous power transmission - line ,des gn tv . protect raptor populations (birds of prey) 8. Zlmploy, design techniques to permit adequate doer, tnigrati.on passage over or under penstock and d�.tch/Flume condua t as � necessary,; 9. pmploy visual sareen:ing techniques as necessary to mitigate major aesthetic iiiipacts of the i'acili.ty (eg. revegeta iOh O exposed slopeso inobtrusive scale: materials and colors, m STATE OF CALIFORNIA i v I19t It. Oil 4r.1 AtitRU,�"'...�-= tate Water Resources CQntro,l BoadIR-�3-a;w��rt( /�✓ � DIVISION OF WATE'tf 'RIGHTS 77 Cadillac,Drive' Surame(ito California 95825 " .,u�4e �o, plattnin9 �ornm. '. (916) 920-6316 JUL PROTEST CaraY'slla� Galitotntal Based on Environinental Considerations, Pubiic Interest, etc, Protests based dtr, injury to vested rfghis slroiltet be complotod oh omen side of form, APPL.10A`TION z ?t39 _ `i. 1. t (We) Thr California 'Department of! 1lish and Game Nnmo isr preiestnttal _ of 14 IS Minth JsLtee,t. Waif addr mento, p zip code ardtnfotrst7ntt;,l (9_� �ophn No. �have toad carefully a Capy of, or a notice relative to,llppiicatton 27289 _ of T_�ichjlr¢ a D__,$pictht 5tato name of applicard to appioptlate from sucker Run Creek, Butte Coup' N,1o,o Ittt source ata point_ within. MA., or, 804 of 5ecl:ion 27,,_x2 N, It% MDi3&M Dosaribu laa rtion uC appUr,7n1's point of diYMIOn our 2 IKA) desire to protest against tile approval thoreot bacause to the best ofMyour inionnatioit and belief; (1) the ptcposed ap,propriatioa will not he within the goon's Jurisdiction Q) tire, proposed appropriation tvill not best consorva the public intoro-sl ' {3) the proposed appropriation will be contrary to Invr (4) the proposed appropriation will have an adverse environmental impact �c j Facts whidt Support the foregoingpliegatAtns are is follows; Sucl cr Run Creek provides rtes 1 valuable habitat dor numerous sproies of wildlife andruppor,t:s a i arian vr��etat ion It s, also sustains wild trout and native nOaq.a o rizUgpulation . it is r.mi?coLrant to l maintain adecruate strearnflows and timing or, .Flows to protect tho fishe.-ry, resource and a grinyC tYl 1r3�} • !+hi.s application was filed fov the purpose Of consttooting a 48 acie-foot rezeryoi.r � The listed use is dor wildli,fO,. reer.eation, anel ,Ciro t)r0teotti0n iourPoseo;t however, it is the Department's Understanding the tara>»osod (lam and reservoir will alsio be used as art 9E small hZdroei,cctri.c rca eoL. Ther:eforor this a >p ,i.catic n won d o be udder t the Jtzrisdirrion of the rederal :nee Y.Requlatra Commission (T'EAC). r' This 2robe8t is based on the provisions of Sections 1243 and� 1257 of the Water Code and Y` Section 5937 0 the fri;7ti and Game Code. �1!he De 1 Minder what conditions may thf�� protest be disregarded and dismissed?, _...�..�,�...i�artment is tanable to de, el.. tFr a capilli dna wttCh velli k.tr�cve ro est o Ir dismissal terms untril, the ala�li.oant: loos znrnpletctc� Irh� rt�cet3�axy s�r+eat�i�o�,l larici qtL1 r utrcci b' tiri~ "1rR ..;. (Jnoe Lha aptol9i ant h,�s pr avided lour DG ortmont with the ' results of these stuclics,, we w 31 be., able to t3 tt tit out, disririssal terms' within 602ays { A.!~y :nail 11 t►na copy st thl;x ptatost has boon aartzd ripaa Iha aigallcani I�ar'r�onniiy nr uy marl cC; "�gt7ard i3. Stoi.c�ht 1 tto County VttT PlannIbg De tw t i '1015' nod lay h Fates;iia Norco i t�rrate§Snnttnl �utnoruod reprouontativo Sign hero ,JUN or � ATE; q'ypo or print ttnnta and 11tia of ronregonlnttve�if appltcriblo L Atttrcit 3uppremontal sheoUq it nacessarp, 5tfent Atidraxs l° it�nchCr Cerdtt�a � , X11 95ta7�,....: NO T, Prolests intlil bo itiad WIIMA tie time city N s�pncitind In �tbo ndtiop of op�rrtrcnttnn, itriJ t tato , Vlrj rl tb fi r'IrlV Tolepfiono _ j h3,01.. -1,01,20,_ �. L— J+ ! rr S PATE OF CALIFORNIA GF_ OAGE DEUKMEJIAN Gove _ _ 47ATE WATER RESOURCES dO O� OA fR BOARD DIVISION ot" WATER RIGHTS THE. PAUL R. E30NDERSON 9UILDING t'. 0, BOX 2000, Sactamento, CA A581U �", 901 P"Sttoet, 5acr96ento, CA NOTICE OF PETITION TO CHnME TF1F POINT OF DIVERSIOI3 4� OF APPLICATION.TO APPROPRIATE WATER This notice supersedes notice 'dated January 21, 1983 The applicant has petition for a change in the point of diversion., Protests submitted pursuant to that notice need not be resubmitted unless amendments to the existing protest are desired. APPLICATION 27526 Notice is hereby given that Television Cctnnunicat.ons Incorporated c/o William G Dunn; 60:Roan Place, Woodside, CA 94062 Petitioned the State Vlater Resources Control Board for permission to change the Point of diversion under Application 27526. APPLICATION PR&SENTLY SEFEIKS To appropriate water from Sucker Run Greek tributary to South Fork Feather River thence Feather River. Point of Diversion locate3 within the Stiff of NF's of Section 26; T20N, R6E MD801 in the: county of Butte. DESCRIPTION OF PROPOSED C[-MNGE Moved the point o£ diversion from the presently proposed site to a new site more than a mile downstream that lies within the NE�4 of SE&a of Section 27,' TION, R6E, MDB&M. The change will reduce 'the useable ;fall to 570 feet and the maxizm= generated horsepower to 2,591, MRIROMA=AL 1NF'OrZ1ATION ",(According to the California Environmental 4uality Act and its guidelines, County of Butte it; the lead agency rad will, therefore, be responaibl.e for preparation of appropriate environmental documents and for determining ti:iether or not the proposed action wi.li have a significant effect cn the environrent. t All ingpiries concerning preparation of the environmental documents should be r+t directed to the Lead Agency, RELATIVE TO PRUI'ESTS Protests may be based on possible injury to vested rights or an allegation that theproposed appropriation would not be within •the Board's jtirisdiction would w Not be an the public interest, would have an adverse environmental Impact, Would result in waste, unreasonable method Of use, or unreasonable method of diversion, would impair public !:rust lases, or would be contrary to law. Any person desiring to protest the Board is issuance of a permit pursuant to this application shall. within 60 Clays frrnl date of issuance of this notice shown belay (or withi -2- 77 i ��n{! `. ♦ ` , , dig a�Nar F9 yanc3 1 the daily power ,generation records shall beprovided to the i>�ai�nt of 'i sh and Gama atu�+aaLly — r 31 of ea h year for the preceding October I a Septembe` 30 water year. S. To prevent fish stranding; increases iii tbe> ar=nt of water diverted shall be gradual and at a. tate not to, ecce 30 percent o, the- tonal 4_ strewTnow per hour, 6. A fish screen acceptable to the beiartment of Fish wO Game..shaa, be installed on the intake st:ructure,. and s<h4S. be_pra9prly operated and irtiaintained by the esaemtee 'J. Flcensee shall, by a method acceptable to the CAntral yall.ay 'Region4. Water Cpality Control Hoard atid the, Department, of Fish and. Game,, re a va sand and ,sediment: from the.,r=l imadiately upstream from the; diversic>n; stzuct re on Sucker Run Creek boa sitz acceptable to the aforer;not oned P, agencies. A I accu� ulatred materials greater Chart or equal to one-half inch in greatest diMEnSian shall be returned in an approved, mariner to ; Sucker Run Creek domstream from the. di-ywsian strnctaure, X &A-4— fcleaning cleaning divarsicn weir would W� a table, 8. Th prevent erosion and tedirrentation of Sucker Faun Creelsany road construction and cotidjit alignm-:t should avoid st e0p ar4 unstable arcs. 9. M'ao'riid,ssion lines shall be designtil `nd constructed in such a way'thc r are not a hazard to raptors. (See tb25ested Practices for "F 2Wr Protection on Powerlines) Raptor Res arch Foundations Is c., B4gham X Md ei r y) 10. All areas denuded by project oonstxmcI-Ia0a all be reseeded with native plaint cies valuable to wildlife* ! onuded slopes shall be covered with a protective mO.Qh or other r protr,,ttive reseedtec mic�ve as,- soon as pracsticabla folla.Ang 'active %,.xjt c at a speaLfic site(but; before October 15. Slee prote&4on A-,.`ll be repeatod as. c�ftcet as necessary to ensure `erosion prevention,. 11. At least. 64 days prior bo start of ccnstt"-Uctio ,, license+:► shall a�ikt=- tdt to the Deparbr nt of Fish and Game for their, appr►ov4, engineered drawings of the diversion Structure and t:h,? "pgwdrhouse tail:r . 11be' se drawings shall be designed by a Stat,q-licensed civil. engineer. '111he diversion structure Shall be designed ••x5` pass the, 1q0-scar flood flow and the outlet of the fish ;flow relea„e shall: to oonsi acted in tct the outl, and the such a m nner that silt and dc�.br s do not cr;)sruet a release is made accut telt', continually, an►ra auto - t:idgly, _ The powerhouse tailrace shall, be designed to pre*.gent stteanbahk erosion When water is released from the powerhouse. MRIvAMr