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Home My WebLink About20233447.tiff USE BY SPECIAL REVIEW ( USR) APPLICATION FOR PLANNING DEPARTMENT USE : DATE RECEIVED : AMOUNT $ CASE # ASSIGNED : APPLICATION RECEIVED BY PLANNER ASSIGNED : P ROPERTY INFORMATION Is the property currently in violation ? ✓ No /❑ Yes Violation Case Number: Parcel Number: 0 9 5 9 _ 3 6 _ 0 _ 0 0 _ 0 1 3 S ite Address : 17588 County Road 394 La Salle , CO 80645 Legal Description : 17742 W2SE4 36-5-66 S OF CO RD EXC R/W IN W2SE4 LYING S OF & ADJ TO FOLLOWING LN BE ( Section : 36 , Township 05 N , Range 66 W Zoning District: Agricultural Acreage : 43 .78 Within subdivision or townsite? ✓ No / ❑ Yes Name : Water (well permit # or water district tap #) : N/A Sewer (On -site wastewater treatment system permit # or sewer account #) : N/A Floodplain No / ✓ Yes Geological Hazard I No / Yes Airport Overlay ✓ No / Yes P ROJECT U SR Use being applied for: Solar Energy Facility (SEF)____ Name of proposed business : USS South Platte Solar LLC P ROPERTY OWNER(S) (Attach additional sheets if necessary.) Name : Phyllis Burkgren Company: Phone # : 303-985-8017 Email : gpburkgren@gmail .com Street Address: 1890 S Marshall Circle City/State/Zip Code : Lakewood , CO 80232 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name : Luke Gildemeister Company: US Solar Phone # : 612-230-0172 Email : luke. gildemeister@us-solar. com Street Address: 100 N 6th Street Suite 410B City/State/Zip Code : Minneapolis , MN 55403 I (We ) hereby depose and state under penalties of perjury that all statements , proposals , and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge . All fee owners of the property must sign this application . If an Authorized Agent signs , an Authorization Form signed by all fee owners must be included with the application . If the fee owner is a corporation , evidence must be included indicating the signatory has the legal authority to sign for the corporation . Lai cidepthter 2/28/23 S ignature Date Signature Date Luke Gildemeister P rint Print 12/15/21 9 DEPARTMENTS OF PLANNING 'a.; ,Ar ,,,,s BUILDING, DEVELOPMENT REVIEW _ -- ilsa _ AND ENVIRONMENTAL HEALTH I l� ' 1 1555 NORTH 17TH AVENUE t- , - , L. i GREELEY, CO 80631 i tib r r-. STY - � ked ,• - as, AUTHORIZATION FORM I, (We), Phyllis Burkgren give permission to Luke Gildemeister of US Solar (Owner -- please print) (Authorized Agent/Applicant-please print) to apply for any Planning, Building, Access, Grading or OWlS permits on our behalf, for the property located at (address or parcel number) below: 17588 County Road 394, La Salle, Co 80645 Description: 7742 W2SE4 30-5 6 S OF Co of Section 30 , Township 05 N, Range 66 w LegalP Name: NSA Lot N/A Block N/A Subdivision Na Property Owners Information: Address: 1890 S Marshall Circle, Lakewood, Co 80232 Phone: 303-985-8017 E-mail: gpburkgren@gmail.com Authorized Agent/Applicant Contact Information: Address: 100 N 6th Street, Suite 410B, Minneapolis, MN 55403 Phone: 612-230-0172 Entail: luke.gildemeister a@us-solar.com Correspondence to be sent to: Owner 1!] Authorized Agent/Applicant by: Maid Email di Additional Info: US Solar will be facilitating the application process for a USR for a Solar Energy Facility within Weld County on the property owned by Phyllis Burkgren. I (We) hereby certify, under penalty of perjury and after carefully reading the entire contents of this document, that the information stated above is true and correct to the best of my (our) knowledge. Jak •' /r f Illy v. ,.L_ . Date 3 Date Owner ignature Owner Signature Subscribed and sworn to before me this i 0 day of ._ 1,, _ Lt3by abi 1 ; c_ s64 ailigtri , ✓ r r My commission expires f `' i iial ' � Nola • LIE D SCHOTTLAND► Notary Public State of Colorado (Votary ID # 20224026783 My Commission Expires 07-08-2425 • •'.?'# )' ' : ;*i ' � A' +� . ii;c ` I. .t ,1I J C' .'. •.' 'Ii� . 15 • {- :}��Ir r 1•••r _ ' • •I I ' f.1 • t..• .. • . - :'J {I . ,yE • . . , . . I r . l . ,•r:-. ' 1' 1.. i l ; .:, . _ -�• .'.. ', r�•• '�a l} S ..\ - b ./.. . . � �\• ti '4,+ -sC , 1 "1 ':'•,: "� a r•I� tili - •,4 ', ' . a.♦ ;1' 1 i '�1 ..ul• IV J~'•- f�' •'�O/ .{i :LV-1 j /j 6 ,-r- ` :.T •.l:.V� <. • , A1 ' 1 ' +r ' .i - . : - . . :; .•J)-(.. ` '. ' ' I1 .. • • . � �• �l tJi ,�. ti 7. Jra .�+-1,1 �5 �14:. tt,,,,,.„..„1,.., J .Ir �. '.�. l '''- .:.Li �r .,4 , ...„,......,,,,e.,.......„ , Y ' Lt'k I I` -1 - :. 1:.. ,I• 'k - i ,-' i' Rlr t: .}' ar:- rF ' _t•. .4 :1 ' '�Lt ! ..�' ,:�i rY.'--i er- :t�-. 1-.-nJ 1 • • � •l •1.r 'l �'. • — u• .r .} � �� • .t • '1. • r K'- H•• :I' '1 I I I I ✓. °'' - _,c r, .L' :x, t r- :. �' i::_ _ 4 • • r. :+ �5= _ _.;; _ _ a CERTIFICATION OF VITAL RL1+ RC ;t,:_ J t. _ I 1 r•i:.r- • ! . _ 3 T �.. ' - �.+ •fir�,'.. _ '� y yr. • l ' . • ,. • ., {;'-I - . - F`-.. -i <t - - r• - x • -r '.r -1t 3�'.. -Thii tF`-r „...-7,-...„,t,„r t. .t. .r. .f 4:4:171;i1-4. .k. n. . i: • w ° • I • t t Y f •t• •t•+ f 4+•1•+•}• +•f 1•tt 4 f t i'+-h i rl v.., '4�t F T• . t t 7-+�i t�r t.+ii-r .�ti�e-r Id -�-1. i•?. . . .1`- . . . . . . . - 1-iiipb. . -. - � � '- fek51 11I•'' ��'' � t•F f 1-r F f /-►-t i 1 t 1`t 1 771 IA`I`'+ 1.1 t••1-.r.i�bt:' :i'�'}.t:y.j t + '+:+•+./•'+t'•�i 1 t r �T-f- I�t�f��t.1:�f�,�F�1 - �,- �- � ..a'��, 1' • • ••.-1.7.2, '.. '': ; • • sTATEa_ I''i'1'I <, ••dF - : .: ti.41: J.7 1 r . . i I . :. •' ' I( .i I.,COLORADo . ..E ., , , r• ? ili.4..1:141: 1.:.' f tia- m •1 r� - .. '+.' ` . 0 f' - L • ,,a , -�� `r i f.l-` -vim LL'. , :` .0 - ti DEPARTMENT ENT OF • CPUBLIC HEALTH AND ENVIRONMENT . _ � � : L., ' yH • ri '' : - HOLD TO LIGHT_ TO VIEW -WATERM+RI( • � _ STATE OF COLORADO I STATE FILE NUMBER• ? aj 44 ., .' • Ili CERTIFICATE OF DEATH -. - , T ' I' �fa1W... . DECEDENT'S NAME (First. MId de. Lam) ... - .. . ; 2. SEX 3. DATE OF DEATH (Month. Day, Y arl :il .1 '� Ef ENT F e r _ _ IEt ; I�fle • Snary 31 , w i. SOC L SECtjHIry 5a. ASV Last b MD 'i# 1 YEAR bbl Ulkf R T ` ; '= t - lTirthd�y (Yfers} QR DAY $ DATE OF BIf�TH 7. BIRTHPLACE (Ult�r and Stele or l`brdtpn us aYs lira Iris (Month, Oft, Veer) i Country) 4 , _� -- -- . 94 x January 10 , 1914 Greeley , Colorado �. WAS DECEDENT NT EVER IN 9e. PLACE OF DEATH 'Check orr)y ones . — -' • 1, _ '; 11,S, liCc IF1) t ORCES? . . .. -� • • i; �a q N� l #lOSPItALT _ • ._ .. MEa r� I . 0 Inpstiunt r! ERI'Ou'petlenr C DOA - I Nursing Howie C PeaWence • - fl l ther (Spe„it. , I .. -�ri.•,+a.�r . .t_-SIT.- 1 - •, .. - ___•.�. - - .. 1-_.•■�hFI� .. ,' •i • • t ,, FACILITY NAME (lt' rrl�t �/nstltuflon, g/ sfrvof and numbdrl Sc. CITY, bWN. 1I R LOCATION OFD DEATH $d. {COUNTY OF DEATH _ Lakewood Meridian Heal h Center e _ _ Lad J ff �r� + �n 1�1a �E :EbENT' U9 U�1L �COUI�Ai`IOf�_ 10b. KENO OF SUsINESSIr*fUBT#tY 11. MARITAL $TA3'(Js - manic-di i 2, $FLi5E (Fl ►raFi,. i+►A frratdindrna) ; rr�&. rtr L,f�,,,rf.doneldulen MOO ofl�r Jm tfife. Never Mail-lei,Widor ed, r Do r or uSe le Urea.) : • a Ivti7rctV j'aF,:Gitlf • .•. 11 • arriec 'Phyllis Kleesen 1:ia. RESIOENC 'STATE lab. COUNTY lad. e , TOM%OF9 LOCATION. :t3dr 6T l„T'AND NUMBER • Colorado , elf erson _ . I w o . : i e - Stree,,�1 rir,; 1,le- JNSIfE 131 Z1 CODE 14. WAS ITIF.CEelENT OF HISPANIC GRIM-NT. . :16,1 RACE: American Irt'dkrn, 15. DECEDENT'S EDUCATION (Specifyonly highest " Ur" {Specifyr Nc1 or rYea 1t yea, specify+ Cuban, ' B ack, Whfte, eft:., ($pecfty1 rem ctlmpfatad) Elementary or secondary LIM TS? c� ! �x1C�n, P erlc' Rican, etc.≥ • (0 through 12) Cotege (1 3 through 10 or 17+p 4 t,+ C �r g c,7 x7 No Er Yes ' + "* dtiNo SpecrrY - - 1, A HE -NA (that. 'Odle, leer) ° le, OTHErl-NAM { rrSr, gore,- (Ma eh �1ctrmin . r>NI S r _ IMIMIE CD ` .• y J iie., :4.: _ y •# A( and rei*t1un*R�r to deceastd.vti '� - ilr �'i E I�t i S ..._ La,_ �� N Charles _ frnisme ' 7C in. MET HOD OF DISPOSITION - . 2Gb PLACE OF DISPOS I10.N Narne tr!_ cn+rteta0 + 5 ( rJr cramat4r}�, pr LOCATION - Iy 4r Tctwrl,.3t�tll� .., � COST Plate) r„ I ; �] E ' a lT Il (tf 0 l3 vial Cremation, 0 R+drnQ++ai tram stele .. ,tli` ' .. Q Donation D Other (3peclry) _ Fairmount.[i . '' 1II 0fY' .:� ` x. {..; Denver , Colorado . ., r •,, " 21 t- SIGNNATUPrE OF FUN1RAL OR PERSON ACTING ASSUCH 21b. NAME At+R ADDRESS OF FACILITY: - --- Ill •• F� i3rmoun t: Mortuary • * ! 1 r CO x` 247 ZIP; x:' f• 2ttl Af=t • TFf ;! r ' A r 2b 'DA F PILED ( det#1 ►byr Year) _ _ :, 1 ima • • •• t . . - . . . . . . . . . .. . .. • .., IN OF IEA 4, DATE P •T i DEAD - - 2E WAS C RON - NOTI E '? ..... 5g11 • rt iii":) . ..,-. I '� • • 0 Motif!, r bay • Year :- - Hour (Yes or OFCLIP a .'F MOM In CD -.. T COMPLETED ONLY BY CERTIFY!Ns3 PH1r G I,E TO fo1 E COMPLETED BY CORONER rt. - _ _ ter, �. •• 1f - In the best of my k + ++v+ode, rhurt d at rlte �r,d plf3c oa1d du 'lo r ' _ 21. On Iebartsis ar exam in.t on and/or inae tt etian, in rrs b�,rtio death o urrad .etih>e `• ;; the use(s) 'end rrt r�ner a e.Ee d, the: . ...... jr_ '1• C E PT If]f R - Signsi:,+rB' Slgnerure r co co t!0 # k 28 DATE SIGNED (Mon , Dey, Year)• -2- 040 7 . 29, DATE SIGNED (Month. Day, Year}a/ ail. - • .. ....... o ••IS • T, mg-- rl iii:: klif 2 • 1 1 11.4 ill binie kir . 3 1.; I _., ---( ME, TITLE AND MAILING ADQRE S OF E T EIERIC+�FIC}NIR-rpe/Plirtr _ _ •€ 4, suit . ,_ 3 . ._ I tr -7 isnoggsoya . . zit) ae.--- .tifiep;)_ 1 NAM J11�figfhIiTJM cI . , . i4 k a 6 "_.. . ... . • TOI . ,- cc - _II > , •err.Y.r_f '�I --�—�_ '�2. MAN R OF- DEATH ` ' #. C�FIIN,It#R'/ :Lit •TIME OF r ,��...•,-,.-- - ■— _� r I ' l�` p l y F INJURY OCCURRED �"` 'w' !' lia a 11 r 1 .` r r' aturrll C] I'eciaing { r # Year) kN+� JRY I �, ltd . ,:', _Inlil,! g Yea Q No ' lirr El Accid+,nt fvt .,.- ot`•. Suicide II �.) lPn�ietermlrtied ' :;a Nisnrler r PLACE OF INJURY-At home,. Farrel • —i-�—,- "l1 rnr, edxa , ft ►, Office 33� LDC, N —'� —. ..� »; , ' ' : =1 HornicHn b+�Edirp• etc. iS clf !S Land Notrt�r 4r Rural' t. Nften#r. chi, oodint�r+ z = Er r E tDillb NE - I, '4 ' • ` 4 fM+II�A E CAUSE __ f�l�JTf ' PCR l rt F F r fa • . e•��.1 I I ant+rr mode of I ° •0, C'#�a or"depilatory ,~meat) 1e, to • between r mei a "� Y : r L DES Trf • .ONI ItibAf$ a s� F • li - }� - Iq }N9t= - . • , ,.,_, . f I K7. II IF A► -Y Vt►HIt�l� I GAVE RISE 1'( interval between onset J ..•,r_ ,� IMMEDIATE CAUSE _ _ end i#8ati? `q : STAI NG THE MIT- di OR S A CoNSEOUENCE OiF ._-'. -- .: Rat b en basal +: �` i UND =IRLYINC# CAUSE 1' .�¢ t LAST (ca (ci • erg death y:k L = •'SZ PART OTHER ER . liGNIFICANTCONDITIONS -Conditions contributing tcdeath but t related to cause in -iI 1}Af�T f (e.g., eicahnl eusa obesity, smoker). AEITOP> Y 38. IF 1`I;$ We.- 1!kildlr+�Qag0rEeltlaled - : - r - k (Yee Or Noll in determining Camas CIO death? • - f•-,... • r ,. • -- • — . `.iii I „.,- ii,,,i •roi �, {�t;� _rr 1!(4 DATE ISSUED il. FEB 1 3 2COB - ,.�r�. '4 • .. ...1.2-•::::-•:4'%•...::-:-._i �;�•. - _7f7 t THIS, T "r� T CERTIFICATION 11'1(�w,' 1f�r rJ RONALD. 1.,yJl j�{t 11''�r 1111,*`'t`�rlt jet L4I Yr`'� C' rt.-.7__,...---,--,_ .C- t • A. -�`i•' i - ....... ..,_ \,...:___,7 __ • -•J :-{�! ' - a-- ']4 ill II ii 1111 J, t1 y. V� TS\ lY T�1.1 \ t 1 11J1 i• ILLJ + 1 ■ {r•F {I ■ ,��.+i rT ,-t_..—._ - 1* '�}1�. ' f = �' _: ;; . •+} I N F NAME.E AND FACTS STATE REGISTRAR .�t:,,57. .4-: ; ` . 1 � , , ,'. . _ %-....• • I ._ security D IN THIS OFFICE Do not accept unless prepared on r � r � r �� ',, ;t ,;;�, 01 : -l":' -s-,-J••AI ' •'"c'�.a''•'�•• J..' ..T• .a ,rir' ':'• i -_ ` .. t:`- - _ . _ 1-'; ,!._ ;,:,:cI • -- - ..•:N paper with engraved border• displaying X:'1.f jrrr�J«, ' a��l ; F=' ' _';:.., . ,�� { 1,- , the Colorado state seal ;� �'r - ' • r •'., �r C1 ti'.4.;:c.::.4 ..,.; v«-•'.-` Ts h' r ti# 1. + :x It`r' I .. ��'I'•::7 <f.,� ' >� and 1 L I� tllr tBY . r 5 :t IV. 'Iti.,,.., 4 Registrar. i 1 r la,l . Li . ;. Y� � .. �4,.-'1- '-r h-.�4.4: _.:�iy .1�. k"err 1p r . � Section r •)I� �' fit'� }�` � � - v V `ti`tl.)1 I?fr. Li'''mos ti r /, •,. . ,• .::::.'4.:4,:. ., r ::VP's.: ., v ,r1 C�.tl�)r] 25-2A18 , /-4\r• frf/. ��, �r/•.�_.�ti+ .='v r t� .y, +'Y' i' !;i ''v' . ' ". r Colorado Revised id Statutes, 1 0 � �II ,r9 1 I L ' I,' + ,,' i '}; • is ,- ',- -' '-'• :+ ' t •.;../..4‘,F.: . ':,::L�, 1'�;� '� .:. L 1 �- , >'_f a person alters, uses, ff :' ' J. yt.,i. `�It'�.�:•_' ':, j r ..attempts to111j111 /1111Illdeceptive I. 111111. 111 .. .,:::„..- i:. tofor use ny vital statistics r • `,' �itt • .:' -j,:!1:.: s t lCl l_]�r`�Lr� record. �' i h� +� r ''•v. A.f .?.;:ill.: l ' 2 h :.rte T VALID D IF8 + $ ,t •t -°t 'i r ` �I. r".:.*'( ti •' 1:` } ��` � :,.....:.:z.-.-;f. ! r I �� •1 i `., '.:r--__,...r_ -+y.-h..+. •........._. .•..ua...,..-,�n.o-...w�,.:.,�.-...,a, _.w......:..._...-. 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(.51... .. :•1 � K 16.;:I feat istA 4' .r J, ..1.' `.■L4k' J .1'r.'' t - •5iI}-ai L;r i . {/ f♦ •• —mar - r i - -_ 1 f Y • + M1 tir JTiY J .' } - f i ,- - i, /•� • r- a % .: . b, k ti • : r I r. 1 �• _ iH , • 11- . _ / �+ � •/ �_ - .•0� • , K . _ - J.•-•v- - - S 7; -'1t Zit ` • •.) • r .. ..+'�,t. * . . - _ - , � , y!' • • .. = J• _ " �• r•_ "� r _ Z a,�--.7 'S: .�"`'- - '1 �'�itrw� ''. . ! _ u ..' —,i. _ '•i, .. fir+.. - 4. :'' i•'0," -r. :__• : • - _ - CERTIFICATION OF VITAL RECORD_ _` � � _ ti _ �1�! • — _ • - �, F , �:2. t •j.F • Y n �: -- 1.+. `Y. _ _� _ .f_ 1 ---71, €2.7;C:� . tea F_. Yr•_ _ ;_ - �-^ _ - - .It_ , ��•: ,, _ r-� .x-� •.�;` 'l . .,_--r'"� .-ti's :I.*: . . . �l 4x - _-• _ € - T_"..~ .. r- r�� - �� _ _ " _� , _ :. - - - _ t• } w. r :'-L _ • .:-. �'1'i•Y 1 / i'i. ♦•r.. • •747,..., . ,T . :, :it ,.•• 'i 4.1 /44' ' � -:r-r •♦ i-fi t • ♦ 1'* 1 ♦.'/_f "1::'r'1 1 i f 1�};1 •J 1 • • / , • 'T', t , , . ft ll.f'f-i.1-. ♦ri }-4 ('frf-t;•f t.r , . , . r'I:4'T ' - . '- • ,r-,ti. { • 4�^ T' , N •. ' 't ' L _ .STATE OF COLORADO i _ _ -1 ,ma- - 0 .Y_•?? )7-1 - Jeri , ,19(7' ,\.,,,. ie. .. .,,,.. .r .._,,:,., _ ,.: ..- .,:..... ,-,,c, .. „ -,-;:l.... l :..e. . I%I..ir a 93'1{/:: N..5. hi `� , . . ;` COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT . r . t, `. c ,.. r•_, :; a HOLD TO LIGHT TO VIEW WATERMARK : ` ' - .,... 4;.„ . - .. STATE OF COLORADO ,;s• , ,t•-_ 'fis-' CERTIFICATE OF DEATH NUMBER :21 r - STATE ICE 4;: . 1 a�ir3T- NAME - 1 ilddl�, Lug - . 2. 3 .1"''_" `�' 'DEAT1 tiolorai Diryi o: PhyllisKatherine REH lE / . , 'r'q 4. 8 L '� 1 T f1UM BEJR- - _t_ - - -- - Sb..UNDEH 1 YEAR! �. � 1 Ddlii� 4. DATEOF•S i t - , ET •• -W'• ` #•1. (City n� -•�'4 - 91 ' i July 18 1917 Vaw1CObra �, .tir• _. . . r- - .p_ i ___ .; .4... . WAS DES EVER S.,. P _i C€ OF DEATH arty one} ,' U.S. lr - -____ _ = ., p . WIWI' �r..i.r.ai�p For++. frov+c. Q olwi+�dini s■ VS E! WI la bilani II ■ DOA ; OM Ct+s Madly) I yx i l `r./ '� � • �� '{� -!Z.= ' - r ` -I . 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'; : cif ,,If ",'':• • '' r r., ;'..a.1i ',_•,:4- ` JLt, I 'S( f/ '! ` Revised jam ` /�(�1''� �; 'r r I•. •�..,-4.7e.: ,.._,.1.JJ •`.1?,Sti,•1'f.••r;-.+,f�[I,��f �'f I ' Vf�l` Lr Colorado lZ�lr �.Jt• ■ 17J4 1 r� i{..}J ti J attempts . . 1 11' t• �r41 �Lkl a- . �r• Rf��. .r�,1f + i . r,., r: , rr� iv // �l'� se ) 4 '� .1 . _1 l� c7 irk • .r i 1 - S_ Statutes, 7yJ , uses, i I pr. ` y : ,.- _ -a.- 1 - t.4 1+} , •-. ':'.`r},l -.S .,• f T'r"7i.F-/� . . . + tkh • use ar ft ishes to another for deceptive use any vital statistics record. ' , � ter£ an J. � : = ,l :. REV 0iJO :L_ 411 .Mt' � - r. `J6 _ -_~' ., r.� r - •,ti' 1. ti _ �': �_- �� _ r` J• ;;�.�rr n - ;',;::- :71-_-:' -'-- -;:7:-&-',„/"{L,:-. R 1..�..i,'�'- � . .. I "es-2 f i.• . . . . . . . . . . . . . . . . . . . + • • r • + • I -I •. r , . . - - . . 1 . - . I . 1 . J. . . . . . . I . / "+ . . . . . . at . r - . _ _ . . _ _._r.._.,._ . . . . I . . '. ti. � _ rt' -e.• " , foe . it lb_'—c-' -A_'' ?t,-J.tiit w (i,,. — . . .. _ _- - .i.r i�.'aS! a.iu,- --•:•-• ea• •-•�r•'�.-ra-Ya-.' - - - -.' --e .i••. --i•'-_a,a 4 rw%r•tt- ali - _ - - .... _ ... -- . - ._ _ -_- —_ _��. - %__, r . tiC7 r-r, " .ii. 4889526 03/30/2023 01 : 03 PM Total Pages : 10 Rec Fee : $58 . 00 Carly Koppes - Clerk and Recorder, Weld County , CO MEMORANDUM OF LEASE AND SOLAR EASEMENT THIS MEMORANDUM OF OPTION TO LEASE , LEASE AND SOLAR EASEMENT (this "Memorandum" ) , dated as of October 8 , 2021 (the "Effective Date" ) , is made by and between Phyllis A . Burkgren , a married person , whose address is 1890 S Marshall Circle , Lakewood , CO 80232 (" Lessor" ) and US SOLAR DEVELOPMENT LLC , a Delaware limited liability company , whose address is 100 N 6th St . , Suite 410B , Minneapolis , MN 55403 ( "Lessee" ) . A . Lessor is the owner of real property located in Weld County , Colorado , that is legally described in Exhibit A (the ` Lessor Property" ) . B . Lessor and Lessee have entered into that certain Option to Lease , Lease and Solar Easement (the " Lease" ) , having an effective date of October 8 , 2021 , whereby Lessor leases to Lessee and Lessee leases from Lessor a portion of the Lessor Property (the " Premises " ) described in Exhibit A and whereby Lessor grants to Lessee certain easements described in Exhibit A and Exhibit B , in each case for the purposes of the Facility (as defined below) . C . Lessor and Lessee wish to give record notice of the existence of the Lease . D . The Lease is exempt from exempt from Colorado real estate transfer taxes pursuant to Colorado Revised Statute §§ 39- 13- 102 and 39- 13- 104 . NOW THEREFORE , in consideration sum of One Dollar ($ 1 . 00 ) , the parties agree as follows : 4889526 03/30/2023 01 : 03 PM Page 2 of 10 1 . PURPOSE OF LEASE . THE LEASE IS SOLELY FOR SOLAR PHOTOVOLTAIC ENERGY GENERATION AND RELATED PURPOSES , AND THROUGHOUT THE TERM OF THE LEASE , LESSEE SHALL HAVE THE SOLE AND EXCLUSIVE RIGHT TO USE THE LESSOR PROPERTY FOR SUCH PURPOSES . FOR PURPOSES OF THE LEASE , PHOTOVOLTAIC ENERGY GENERATION PURPOSES MEANS : ( I ) MONITORING , TESTING AND ASSESSING THE LESSOR PROPERTY FOR SOLAR PHOTOVOLTAIC ENERGY GENERATION , AND ( II ) DEVELOPING , CONSTRUCTING (INCLUDING LAYDOWN AREAS AND STORAGE AREAS ) , INSTALLING , OPERATING , MAINTAINING , REPAIRING , AND REPLACING PHOTOVOLTAIC ELECTRIC ENERGY GENERATING EQUIPMENT, SUPPORTING STRUCTURES AND BALLASTS , INVERTERS , ELECTRICAL STORAGE AND TRANSFORMERS , FIXTURES , ELECTRIC DISTRIBUTION LINES , COMMUNICATION LINES , METERING EQUIPMENT, PERIMETER FENCING , INTERCONNECTION FACILITIES AND RELATED FACILITIES AND EQUIPMENT (COLLECTIVELY , THE " FACILITY") ON THE LESSOR PROPERTY . ANY IMPROVEMENTS , FIXTURES OR STRUCTURES THAT ARE NOT A PART OF THE FACILITY SHALL NOT BE INSTALLED ON THE LESSOR PROPERTY WITHOUT THE EXPRESS WRITTEN CONSENT OF LESSOR . 2 . COMMERCIAL OPERATION DATE ; TERM ; RENEWAL TERMS . THE TERM OF THE LEASE ("TERM " ) SHALL COMMENCE UPON THE EFFECTIVE DATE AND CONTINUE UNTIL 11 : 59 PM ON THE TWENTIETH (20TH ) ANNIVERSARY OF THE COMMERCIAL OPERATION DATE . THE " COMMERCIAL OPERATION DATE" SHALL BE THE FIRST DAY OF THE FIRST FULL MONTH AFTER THE FACILITY COMMENCES COMMERCIAL PRODUCTION AND SALE OF ELECTRICITY UNDER ANY CONTRACT OR AGREEMENT OR OTHER ARRANGEMENT PURSUANT TO WHICH LESSEE SELLS THE ELECTRICITY AND RELATED ENVIRONMENTAL ATTRIBUTES (AS DEFINED IN THE LEASE ) TO ANY PURCHASER THEREOF . LESSEE HAS OPTIONS TO EXTEND THE INITIAL TERM OF THE LEASE FOR [FOUR] ADDITIONAL FIVE (5 ) YEAR TERMS COMMENCING IMMEDIATELY ON THE DAY THAT THE TERM WOULD OTHERWISE EXPIRE . 3 . SOLAR EASEMENT . THE LEASE GRANTS TO LESSEE , FOR THE TERM OF THE LEASE , AN EXCLUSIVE SOLAR EASEMENT TO USE ALL SUNLIGHT WHICH NATURALLY ARRIVES AT THE PREMISES , INCLUDING AN EXCLUSIVE EASEMENT PROHIBITING ANY OBSTRUCTION TO THE FREE FLOW OF SUNLIGHT TO THE PREMISES THROUGHOUT THE ENTIRE AREA OF THE LESSOR PROPERTY DESCRIBED IN EXHIBIT B OF THE LEASE (THE "SOLAR PREMISES" ) , WHICH SHALL CONSIST HORIZONTALLY THREE HUNDRED AND SIXTY DEGREES (360° ) FROM ANY POINT WHERE ANY PHOTOVOLTAIC GENERATING FACILITY IS OR MAY BE LOCATED AT ANY TIME FROM TIME TO TIME ( EACH SUCH LOCATION REFERRED TO AS A "SOLAR SITE" ) AND FOR A DISTANCE FROM EACH SOLAR SITE TO THE BOUNDARIES OF THE SOLAR PREMISES , TOGETHER VERTICALLY THROUGH ALL SPACE LOCATED ABOVE THE SURFACE OF THE SOLAR PREMISES , THAT IS , ONE HUNDRED EIGHTY DEGREES ( 180°) OR SUCH GREATER NUMBER OR NUMBERS OF DEGREES AS MAY BE NECESSARY TO EXTEND FROM EACH POINT ON AND ALONG A LINE DRAWN ALONG THE PLANE FROM EACH POINT ALONG THE EXTERIOR BOUNDARY OF THE SOLAR PREMISES THROUGH EACH SOLAR SITE 43 4889526 03/30/2023 01 : 03 PM Page 3 of 10 TO EACH POINT AND ON AND ALONG SUCH LINE TO THE OPPOSITE EXTERIOR BOUNDARY OF THE SOLAR PREMISES . 4 . OTHER EASEMENTS . THE LEASE GRANTS TO LESSEE , FOR THE TERM OF THE LEASE , THE FOLLOWING EASEMENTS OVER, ACROSS AND ON THE LESSOR P ROPERTY (A) A NON - EXCLUSIVE EASEMENT ("ACCESS EASEMENT") ON AND THROUGH THE LESSOR PROPERTY FOR PURPOSES OF LESSEE ' S ACCESS TO THE FACILITY ON THE P REMISES , WITHIN WHICH LESSEE MAY CONSTRUCT, USE AND/OR MAINTAIN A ROAD AT LESSEE ' S EXPENSE ; (B ) A NON- EXCLUSIVE EASEMENT ON AND THROUGH THAT PORTION OF THE LESSOR PROPERTY CONSISTING OF THE DISTRIBUTION EASEMENT (AS DEFINED IN THE LEASE ) FOR THE PURPOSE OF INSTALLING , OPERATING AND MAINTAINING AN ELECTRIC DISTRIBUTION LINE AND RELATED COMMUNICATION LINES BETWEEN THE FACILITY AND ELECTRICAL FACILITIES OWNED BY CERTAIN PURCHASERS OF ELECTRICITY AND RELATED ENVIRONMENTAL ATTRIBUTES ; AND ( C ) AN EASEMENT AND LICENSE FOR THE FACILITY TO CREATE , CAUSE , INCREASE , ACCENTUATE , OR OTHERWISE CONTRIBUTE TO THE OCCURRENCE OF LIGHT , SHADOWS , SHADOW AND LIGHT FLICKERING , GLARE AND REFLECTION , ON AND ACROSS THE LESSOR PROPERTY . UNDER THE TERMS OF THE LEASE , LESSEE SHALL ALSO BE ENTITLED TO INGRESS AND EGRESS TO AND FROM ITS FACILITY AND APPURTENANT EQUIPMENT AND ELECTRICAL POWER LINES OVER THE P REMISES AND SUCH ADDITIONAL AREAS OF THE LESSOR PROPERTY AS SHALL BE REASONABLY NECESSARY TO ACCESS A PUBLIC ROADWAY OR ALLEY. 5 . OWNERSHIP OF LESSEE' S IMPROVEMENTS ; DISCLAIMER OF TITLE TO ENVIRONMENTAL ATTRIBUTES . THE FACILITY AND RELATED EQUIPMENT CONSTRUCTED , INSTALLED OR PLACED ON THE PREMISES AND WITHIN THE ACCESS EASEMENT , DISTRIBUTION EASEMENT AND UTILITY EASEMENT BY LESSEE PURSUANT TO THE LEASE SHALL BE THE SOLE PROPERTY OF LESSEE , AND LESSOR AGREES THAT IT SHALL HAVE NO OWNERSHIP OR OTHER INTEREST IN THE FACILITY AND RELATED EQUIPMENT OWNED BY LESSEE ON THE PREMISES OR WITHIN THE ACCESS EASEMENT, DISTRIBUTION EASEMENT AND UTILITY EASEMENT. THE FACILITY IS AND SHALL REMAIN PERSONAL PROPERTY OF THE LESSEE , NOTWITHSTANDING ANY PRESENT OR FUTURE COMMON OWNERSHIP OF THE FACILITY AND THE PREMISES , AND IRRESPECTIVE OF WHETHER ANY OF THE FACILITY IS DEEMED TO BE A FIXTURE OR OTHERWISE PART OF THE LESSOR PROPERTY OR ANY IMPROVEMENTS ON THE LESSOR PROPERTY , AND LESSOR ACKNOWLEDGES THAT THE FACILITY IS AND SHALL REMAIN PERSONAL PROPERTY OF LESSEE IRRESPECTIVE OF THE MANNER OF ITS ATTACHMENT OR CONNECTION TO THE LESSOR PROPERTY . LESSOR ACKNOWLEDGES THAT LESSEE' S LENDERS MAY REQUEST A FIRST PRIORITY SECURITY INTEREST IN THE FACILITY AS COLLATERAL FOR FINANCING OF THE FACILITY, AND LESSOR CONSENTS TO THE GRANT BY LESSEE OF SUCH A SECURITY INTEREST , AND THE FILING OF INSTRUMENTS NECESSARY TO PERFECT SUCH A SECURITY INTEREST UNDER THE UNIFORM COMMERCIAL CODE IN THE FACILITY AS PERSONAL PROPERTY OF THE LESSEE . LESSOR AGREES THAT ALL ENVIRONMENTAL ATTRIBUTES REMAIN THE PROPERTY OF LESSEE IRRESPECTIVE OF WHETHER LESSOR CONSUMES OR USES ANY OF THE ELECTRICITY 44 4889526 03/30/2023 01 : 03 PM Page 4 of 10 GENERATED BY THE FACILITY , AND LESSOR HAS NO TITLE OR RIGHT TO ANY SUCH ENVIRONMENTAL ATTRIBUTES RELATED TO , ARISING FROM OR ASSOCIATED WITH THE FACILITY OR ANY ELECTRICAL CAPACITY OR ENERGY CREATED BY THE FACILITY . ANY GRANT , REBATE , INCENTIVE PAYMENT , TAX CREDIT OR ANY OTHER CREDIT, VALUE , TAX OR OTHER BENEFIT ARISING FROM OR ASSOCIATED WITH THE INSTALLATION OR OWNERSHIP OF THE FACILITY OR THE PRODUCTION OF ENERGY AND CAPACITY BY THE FACILITY , INCLUDING , BUT NOT LIMITED TO , ANY PRODUCTION TAX CREDIT OR INVESTMENT TAX CREDIT PURSUANT TO 26 U . S . C . SECTIONS 45 AND 48 OR SIMILAR STATE TAX LAW PROVISIONS , SHALL INURE TO THE EXCLUSIVE BENEFIT OF LESSEE . 6 . RIGHT TO ENCUMBER ; ASSIGNMENT. LESSEE MAY AT ANY TIME MORTGAGE , PLEDGE OR ENCUMBER ALL OR ANY PART OF ITS INTEREST IN THE LEASE AND RIGHTS UNDER THE LEASE AND/OR ENTER INTO A COLLATERAL ASSIGNMENT OF ALL OR ANY PART OF ITS INTEREST IN THE LEASE OR RIGHTS UNDER THE LEASE TO ANY ENTITY WITHOUT THE CONSENT OF LESSOR . LESSEE MAY ASSIGN , SUBLEASE , TRANSFER OR CONVEY ITS INTERESTS IN THE LEASE TO AN AFFILIATE OR SUBSIDIARY OF LESSEE WHICH WILL OWN , LEASE OR OTHERWISE CONTROL THE FACILITY, OR AN ENTITY THROUGH WHICH SUCCEEDS TO ALL OR SUBSTANTIALLY ALL LESSEE' S ASSETS , WITHOUT LESSOR 'S CONSENT . LESSEE MAY ALSO ASSIGN , SUBLEASE , TRANSFER OR CONVEY ITS INTERESTS IN THE LEASE TO A THIRD PARTY WITHOUT LESSOR' S CONSENT , SUBJECT TO THE CONDITIONS SET FORTH IN THE LEASE . LESSOR ACKNOWLEDGES THAT IT MAY NOT SELL , TRANSFER , LEASE , ASSIGN , MORTGAGE , OR OTHERWISE ENCUMBER THE FACILITY OR LESSEE ' S INTEREST IN THE LEASE AND RELATED EASEMENTS , AND ANY SALE OR CONVEYANCE OF THE LESSOR PROPERTY OR LESSOR IMPROVEMENTS SHALL BE SUBJECT TO THE LEASEHOLD AND EASEMENT INTERESTS OF LESSEE IN THE LEASE . 7 . CONTINUING NATURE OF OBLIGATIONS . THE BURDENS OF THE EASEMENTS AND ALL OTHER RIGHTS GRANTED TO LESSEE IN THE LEASE RUN WITH AND AGAINST THE LEASE PREMISES AND THE LESSOR PROPERTY AND ARE A CHARGE AND BURDEN ON THE LEASE PREMISES AND THE LESSOR PROPERTY AND ARE BINDING UPON AND AGAINST LESSOR AND ITS SUCCESSORS , ASSIGNS , PERMITTEES , LICENSEES , LESSEES , EMPLOYEES AND AGENTS . THE LEASE PREMISES , INCLUDING THE EASEMENTS AND ALL OTHER RIGHTS GRANTED TO LESSEE IN THE LEASE , INURE TO THE BENEFIT OF LESSEE AND ITS SUCCESSORS , ASSIGNS , PERMITTEES , LICENSEES AND LESSEES . ANY SALE OR CONVEYANCE OF THE LESSOR PROPERTY OR LESSOR IMPROVEMENTS IS SUBJECT TO THE LEASEHOLD AND EASEMENT INTERESTS OF LESSEE IN THE LEASE . 8 . LANDOWNER ACTIVITIES . LESSOR USES THE LESSOR PROPERTY FOR AGRICULTURAL PURPOSES . LESSEE RESERVES THE RIGHT TO RELOCATE OR RECONFIGURE THE FACILITY UPON THE PREMISES DURING THE TERM OF THIS LEASE . LESSEE AGREES TO COOPERATE WITH LESSOR TO LOCATE THE FACILITY ON THE PREMISES IN A MANNER THAT MINIMIZES INTERFERENCE WITH AGRICULTURAL OR 45 4889526 03/30/2023 01 : 03 PM Page 5of 10 BUSINESS OPERATIONS OF LESSOR OR LESSOR ' S TENANTS , TO THE EXTENT CONSISTENT WITH LESSEE' S PLANNED USE OF THE PREMISES . 9 . PURPOSE OF THIS MEMORANDUM . THIS MEMORANDUM HAS BEEN EXECUTED , DELIVERED AND RECORDED FOR THE PURPOSE OF GIVING NOTICE OF THE LEASE , EASEMENTS , AND OTHER RIGHTS IN ACCORDANCE WITH THE TERMS , COVENANTS AND CONDITIONS OF THE LEASE . THE TERMS AND CONDITIONS OF THE LEASE ARE INCORPORATED BY REFERENCE INTO THIS MEMORANDUM AS IF SET FORTH FULLY HEREIN AT LENGTH . IN THE EVENT OF ANY CONFLICT BETWEEN THE TERMS AND PROVISIONS OF THE LEASE AND THIS MEMORANDUM , THE LEASE SHALL CONTROL . [Signature pages follow] 46 4889526 03/30/2023 01 : 03 PM Page 6 of 10 IN WITNESS WHEREOF , each f the parties hereto has executed and delivered this Memorandum as of the day and year first above written . LESSEE : US SOLAR DEVELOPMENT LLC , a Delaware limited liability company .. . : r.:Name : Reed Richerson Tide : Vice President STATE OF MINNESOTA COUNTY OF ' el 1,/ r b Thisinstrument was acknowledged before eon +,, . : 'fii%7 ....1N, Nw.N.mv,:�otams ..... by Reed Richerson , the Vice President of US Solar Developma , t L a Delaware limited liability company, on behalf of the company '�. . r. :. .J AAA. A .. ..` .. .. .. .. Yn'h>>...:. : : :N , tabs larne Printed : S<'_. '" ,.^ °.aA Cx< 5 xL.•• S ' t .a;. 6LY 'f R esota ..�A `�..'�. .. Sys°Ai�' 6r °°��i 4 3.:.. ' . ' Notary ub e%4sx�<.' U 1024 "°�'riot; . ' My con Eis >a Jt3 �33 $t 3, ei? . 47 4889526 03/30/2023 01 : 03 PM Page 7 of 10 Lessor Phyllis A4 Burkgren , a married person . if --- e /11 By: Name : Phyllis A. Burkgren STATE OF tr COUNTY of Cre .„ e foregoing instrument was acknowledged before me on Qcoku $ a& . by Phyllis A, Burkgren , a married person ° i(04#-- .a ........ ... . . ... . .. ... .VH. .. /�:>+fQ(a`la:+�'/JA5!ilaneyx[rw`II r kae � .. ' . . ��'k�`" 't"�$.i£YS.a.flcZC4rk3aLXei.. Kartm K Swanson NotARY @T .. . . . .. �z»a.r»�.r�*ro.2•.«s,riiiiipssuSxlN �..wv�r wn.:�+mnv<ur+>xticoicmnixca A✓ 6 p p PUBLICoRADO Name Printed : N 05 . ,. ' vLtaai,ritit(2UJ`z..(bigtl..t"t�k"i;TdjXpi'.. ( SEAL ) THIS INSTRUMENT DRAFTED BY : Bruce A . Bedwell . Esq. United States Solar Corporation 100 N 6th St, Suite 410B Minneapolis, MN 5403 612 . 2602230 48 4889526 03/30/2023 01 : 03 PM Page 8 of 10 EXHIBIT A TO MEMORANDUM OF LEASE AND SOLAR EASEMENT Lessor Property , Lease Premises , Access Easement , Distribution Easement and Utility Easement 1 . Lessor Property : One tract(s ) in Weld County , Colorado described as follows : P roperty ID : 095936000013 Deeded Acreage : 43 . 00 Legal Description : All that part of the West Half (W1 /2 ) of the Southeast Quarter (SE 1 /4 ) , lying and being South of the County Highway , of Section Thirty-six (36 ) , Township Five (5 ) North of Range Sixty-six (66 ) West of the 6th P . M . , County of Weld , State of Colorado . 2 . Lease Premises : The southernmost 23 . 5 acres of the one tract comprising the Lessor Property as described above . Lease Premises is located south of the ditch bisecting Lessor Property from East to West . Approximate depiction of the Lease P remises (orange ) is shown below . Precise legal description of the Lease P remises to be added following Effective Date pursuant to Section 2 .4 of the Agreement. 3 . Access Easement : Approximate depiction of the Access Easement (green ) is shown below . Precise legal description of the Access Easement to be added following Effective Date pursuant to Section 2 .4 of the Agreement . 4 . Distribution Easement: Approximate depiction of the Distribution Easement ( red ) is shown below . Precise legal description of the Distribution Easement to be added following Effective Date pursuant to Section 2 . 4 of the Agreement . 5 . Utility Easement : Approximate depiction of the Utility Easement ( blue ) is shown below . 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Explain the proposed use and business name. USS South Platte Solar LLC respectfully submits this USR application to develop, construct, own, and operate a 3 . 625 MW community solar garden (the " proposed SEF") . The proposed SEF is located in Weld County on approximately 19.7 fenced acres of the 43 .78- acre parcel ( PID 095936000013) owned by Phyllis Burkgren located at 17588 County Road 394, La Salle, CO 80645. The proposed SEF will be interconnected to Xcel Energy's distribution system. The proposed SEF is permitted through the Use by Special Review process per Section 23 of the Weld County Zoning Code. 2. Explain the need for the proposed use. The proposed SEF will produce clean electricity that will be distributed throughout Xcel Energy's distribution lines in the Weld County area . The proposed SEF is currently undergoing the interconnection application process within Xcel Energy's Community Solar Program. Once the proposed SEF is operational, residents, businesses, and public entities within Xcel Energy's service territory will have the ability to subscribe to the proposed SEF and save on their electric bills. Put simply, the proposed SEF will allow local Weld County residents and businesses the opportunity to save money, about 5 to 10 percent, on their monthly electric utility bills . 3 . Describe the current and previous use of the land. This parcel is, and has historically been, used for farming, specifically row crops. If our proposed SEF is approved, agricultural activity could continue to take place on the approximately 24 acres of land to the north of our project that is not within our proposed SEF's fenced area . 4. Describe the proximity of the proposed use to residences. The proposed SEF is not located within 500 feet of any residences. The residence of David and Jenna Conover, located north of County Road 394 at 17509 County Road 394, is located approximately 675 feet northwest of our proposed SEF. The residence of Roger and Bonnie Piel, located north of County Road 394 at 17645 County Road 394, is located approximately 875 feet north of our proposed SEF. 5. Describe the surrounding land uses of the site and how the proposed use is compatible with them. The parcel to the north of our proposed SEF owned by Roger and Bonnie Piel is zoned Agricultural . The parcel to the northwest of our proposed SEF owned by David and Jenna Conover is zoned Residential . The parcel to the west of our proposed project parcel is owned by Phyllis Burkgren (the landowner of our proposed SEF) and is zoned Agricultural . US Solar has been informed that an oil and gas company, PDC Energy, will eventually be operating a facility on this parcel to the west of our project parcel . The parcel to the south of our proposed project parcel is zoned Agricultural and is owned by the Reeve family. The parcel to the east of our proposed project parcel is zoned Agricultural and is owned by Charles Sylvester. U %0U\R 100 N 6t" Street, Suite 410B 612 .230. 0172 Minneapolis, MN 55403 www. us-solar.com In summary, the land area surrounding our proposed SEF is primarily zoned Agricultural . The proposed SEF is compatible with the surrounding land . The proposed SEF is considered a permitted use by special review in the Agricultural zoning district. Once operational, the proposed SEF will be virtually unnoticeable to neighboring properties as it will create no noise, odor, light, dust, etc. It will not impact the surrounding property's right to quiet enjoyment. Additionally, as previously stated, the proposed SEF will only take up approximately 19.7 acres of the 43 .78-acre parcel . This means that the remaining approximately 24 acres north of our project area could be used for farming throughout the lifespan of the proposed SEF. Lastly, US Solar will plant pollinator-friendly habitat underneath the modules and between the rows of modules. The intention of this habitat is to decrease erosion, prevent weed growth, and preserve the land to return to other uses after the proposed SEF is decommissioned . 6. Describe the hours and days of operation (i .e. Monday thru Friday 8:00 a.m. to 5:00 p.m.) . The proposed SEF will operate on a daily basis, 365 days per year, from sunrise to sunset. 7. Describe the number of employees including full -time, part-time and contractors. If shift work is proposed, detail number of employees, schedule and duration of shifts. The proposed SEF will be unmanned . One (1 ) full -time employee may visit the proposed SEF on a quarterly basis. Vegetation contractors will visit the site on a quarterly basis for vegetation management purposes. US Solar's full -time employees will have the ability to remotely monitor the site 24/7/365. 8. Describe the maximum number of users, patrons, members, buyers or other visitors that the site will accommodate at any one time. During the lifespan of the proposed SEF, two (2) insured individuals will visit the proposed SEF site (every few months) to perform routine maintenance and vegetation upkeep . 9. List the maximum number of animals to be on the site at any one time (for dairies, livestock confinement operations, kennels, etc.) . This is not applicable to our proposed SEF. No animals will be onsite. 10. List the types and number of operating and processing equipment. The proposed SEF will consist of the following : - Approximately 8,748 540-watt solar modules - Twenty-six (26) rows containing 54 solar modules -Sixteen ( 16) rows containing 81 solar modules - Fifty-six ( 56) rows containing 108 solar modules 11 . List the types, number and uses of the existing and proposed structures. There are no existing structures on the property. The proposed SEF does not propose any new, permanent structures. 12. Describe the size of any stockpile, storage or waste areas. There are no stockpile, storage, or waste areas proposed for the project. 13. Describe the method and time schedule of removal or disposal of debris, junk and other wastes associated with the proposed use. U %0U\R 100 N 6t" Street, Suite 410B 612 .230. 0172 Minneapolis, MN 55403 www. us-solar.com There would be no debris, junk, or waste associated with our proposed SEF. 14. Include a timetable showing the periods of time required for the construction of the operation. The construction process for our proposed SEF generally takes about 6 months. Most of the actual installation of equipment occurs within a 10-week period . Driveway construction: About two weeks Fence installation: About two weeks Piles and single-axis trackers delivered and installed : About one month Solar modules delivered and installed : About one month Inverters + transformer and equipment pad delivered and installed : About one month Wiring and interconnection: About one month Final seeding : About one month Total : About six months 15. Describe the proposed and existing lot surface type and the square footage of each type (i.e. asphalt, gravel, landscaping, dirt, grass, buildings). The existing lot surface coverage consists of about 43 acres of agricultural land . It's worth noting that the Godfrey Ditch runs west-to-east through our project parcel . Our proposed SEF will not have any impact on the irrigation ditch. The proposed lot surface coverage would consist of about 19.7 fenced acres of pollinator-friendly habitat, about 610 square feet of concrete (for the equipment pad), about 24 acres of agricultural land (to the north of our project located outside of our project's fenced area), and about 15, 336 square feet for the eastern gravel access road, which already exists. 16. How many parking spaces are proposed? How many handicap -accessible parking spaces are proposed? There is already space on the existing eastern gravel driveway for about two (2) standard -sized vehicles to park for equipment or vegetation - maintenance purposes. Additionally, we have proposed a parking area just south of our project's northern fence that could handle two (2) standard -sized vehicles to park for equipment or vegetation - maintenance purposes. 17. Describe the existing and proposed fencing and screening for the site including all parking and outdoor storage areas. Currently, there's no existing screening or fencing on the proposed SEF area . The proposed SEF will be enclosed in an agricultural page-wire fence consisting of wooden posts. The fencing is approximately eight (8) feet tall and meets National Electric Code requirements. We believe this agricultural fencing will blend in with the existing agricultural area . Because there are no residences located within 500 feet of our proposed SEF, US Solar is not currently proposing any screening for USS South Platte Solar LLC. If Weld County officials conclude that screening will be necessary during its internal review of our application or during the public hearings, US Solar will of course comply. If this were the case, US Solar would likely utilize Rocky Mountain Juniper trees, which are harmonious with the Colorado climate. 18. Describe the existing and proposed landscaping for the site. The parcel 's ground cover currently consists of the Godfrey Ditch and agricultural land . The proposed SEF would implement a pollinator-friendly habitat within a majority of the fenced area of the project, currently measured at about 19.7 acres. Our project will involve agrivoltaics, which in this case, means beekeeping . In addition to planting the native habitat under the solar panels, US Solar plans on inviting beekeepers from the local community to use our project as an apiary. As mentioned above, US Solar U %0U\R 100 N 6t" Street, Suite 410B 612 .230. 0172 Minneapolis, MN 55403 www. us-solar.com is not currently proposing any landscaping around the proposed SEF because there are no homes located within 500 feet of the proposed SEF. Again, should Weld County officials determine that a specific portion of USS South Platte Solar LLC be screened, then US Solar would be open to discussion and would likely propose Rocky Mountain Juniper trees. 19. Describe reclamation procedures to be employed as stages of the operation are phased out or upon cessation of the Use by Special Review activity. When the proposed SEF reached the end of its operational life, the components will be dismantled and recycled . US Solar's lease with the property owner (Phyllis Burkgren) requires us to decommission and restore the site at our expense. The decommissioning plan would commence at the end of the lease term or in the event of twelve ( 12) months of non - operation. At the time of decommissioning, the proposed SEF components will be dismantled and removed using minimal - impact construction equipment. Materials will be safely recycled or disposed of. USS South Platte Solar LLC will be responsible for all decommissioning costs. 20. Describe the proposed fire protection measures. USS South Platte Solar LLC will provide lock code access to the La Salle Fire Protection District, allowing them access to the proposed SEF in the extremely- unlikely case of an emergency. US Solar will provide a training document to the La Salle Fire Protection District. The access road will provide sufficient access for emergency vehicles to enter the site. The pollinator-friendly habitat will be mowed periodically to reduce fire hazard risk. 21 . Explain how this proposal is consistent with the Weld County Comprehensive Plan per Chapter 22 of the Weld County Code. The proposed SEF is consistent with the Weld County Comprehensive Plan per Chapter 22 of the Weld County Code. Specifically, the use is consistent with the Guiding Principles listed in Section 22 -2- 10: Respecting Our Agricultural Heritage, Respecting Private Property Rights, Promoting Economic Growth and Stability, and Protecting Health, Safety, and General Welfare. The proposed SEF is consistent with the following Land Use Goals and Objectives: Section 22-2-30, Letter A "Commit to the economic future of agriculture" — The proposed SEF does not inhibit agricultural production or operations and actually helps maintain the long -term agricultural character of the area . USS South Platte Solar LLC will use minimal acreage of the landowner's farming operation while supporting the longevity of their farming operation. Additionally, by planting the pollinator-friendly habitat within a majority of the 19.7 acres of the project's fenced area, the intention is to minimize erosion and improve local soil quality. Section 22-2- 30, Letter B "Locate urban development in urban areas " — The proposed project will maintain the agricultural nature of this parcel and the surrounding parcels. Section 22- 2-30, Letter C "Harmonize development with surrounding land uses " — USS South Platte Solar LLC will blend seamlessly with the agricultural parcels surrounding a majority of the project parcel . The proposed SEF, a temporary use, will actually ensure that the property is not at- risk for permanent development. It will ensure the long -term agricultural viability of the parcel and will maintain the generally- rural character of the area . The proposed SEF is also consistent with the following Economic Development Goals and Objectives: Section 22-2-40, Letter A "Support compatible economic development opportunities " - USS South Platte Solar LLC promotes economic growth by providing temporary construction jobs, offering electric utility bill savings to Weld County residents and businesses, and providing tax payments throughout the lifespan of the proposed SEE U %0U\R 100 N 6t" Street, Suite 410B 612 .230. 0172 Minneapolis, MN 55403 www. us-solar.com The proposed SEF is consistent with the following Environmental Goals and Objectives: Section 22-2- 50, Letter A "Encourage responsible and sustainable water usage " - The proposed SEF will not require any water. The pollinator-friendly habitat underneath and in - between the rows of solar panels will not need water and will help maintain the current land quality. Section 22-2- 50, Letter B "Protect water quality within the County" — The pollinator-friendly habitat mix will help minimize stormwater erosion and runoff — native habitat has been shown to reduce stormwater runoff by up to 23 percent. The proposed SEF is consistent with the following Natural Resource Goals and Objectives: Section 22-2-60, Letter A "Preserve wetlands and critical habitats " — There are no critical habitats or major wetlands located on the project premises. Section 22- 2-60, Letter B "Support responsible energy and mineral development" - USS South Plate Solar LLC will not place a burden on existing infrastructure. Because the proposed SEF is not permanent in nature, the long -term rural landscape and agricultural use of the land will be ensured following the lifespan of the SEF. 22. Explain how this proposal is consistent with the intent of the zone district in which it is located. (Intent statements can be found at the beginning of each zone district section in Article III of Chapter 23 of the Weld County Code.) The proposed SEF is consistent with the Agricultural zoning district. It will fit in with the surrounding agricultural community. It will equip our landowner to continue farming long -term on this land . The proposed SEF aligns with the Agricultural zoning district's goal of providing areas for energy development without interfering with other, incompatible land uses. 23. Explain how this proposal will be compatible with future development of the surrounding area or adopted master plans of affected municipalities. The proposed SEF is compatible with future development by maintaining the Agricultural zoning designation. USS South Platte Solar LLC is a temporary use, meaning the land can be converted back to farmland or other uses in accordance with land - use code at the end of the project's lifespan. Therefore, the proposed SEF should not hinder the future development of Weld County. 24. Explain how this proposal impacts the protection of the health, safety and welfare of the inhabitants of the neighborhood and the County. The proposed SEF will have no impact on the health, safety, and welfare of the inhabitants of Weld County. The project will emit no noise, odor, light, dust, etc. once operational — all signs of a low- key, quiet neighbor. The proposed SEF will not impact traffic or impose any burden on Weld County services. It will not impact the surrounding parcels or their owner's right to quiet enjoyment. 25. Describe any irrigation features. If the proposed use is the located in the A (Agricultural) Zone District, explain your efforts to conserve prime agricultural land in the locational decision for the proposed use. Within the fenced area of the project, about 19.7 acres south of the Godfrey Ditch, USS South Platte Solar LLC will be vegetated with a mix of pollinator-friendly habitat. This habitat will help regenerate the land throughout the lifespan of the solar project, thus preserving the farmland . Additionally, the remaining acreage on the parcel located to the north of the Godfrey Ditch and our proposed SEF can continue to be farmed throughout the duration of the project. 100 N 6t" Street, Suite 410B 612 .230. 0172 lui 0,_ -$/4 Minneapolis, MN 55403 www. us-solar.com 26. Explain how this proposal complies with Article V and Article XI of Chapter 23 if the proposal is located within any Overlay Zoning District (Airport, Geological Hazard, or Historic Townsites Overlay Districts) or a Special Flood Hazard Area identified by maps officially adopted by the County. The proposed SEF is not located within the Airport Overlay District. The proposed SEF is not located within the Historic Townsites Overlay District. The proposed SEF is not located within the Geological Hazard Overlay District. The proposed SEF is located within the Flood Hazard Development Permit ( FHDP) area . Specifically, a majority of the project parcel is located within the 100 Year Zone A floodplain . A very small portion of the southwest and southeast corners of the parcel is located in the 100 Year Zone AE floodplain. Accordingly, US Solar worked with our engineering contractor, Westwood Professional Services, and will be submitting a Flood Hazard Development Permit (FHDP) application to Weld County along with our proposed SEF application. 27. Detail known State or Federal permits required for your propose use(s) and the status of each permit. Provide a copy of any application or permit. As mentioned above, the proposed SEF is largely located within the 100-year flood "A" zone. US Solar will be submitting a Flood Hazard Development Permit (FHDP) application to Weld County along with our proposed SEF application and will need to ensure that all state and FEMA requirements are met. Other than the floodplain permit, at the federal level, the two relevant permitting authorities are the U .S. Army Corps of Engineers (USACE) and the Federal Aviation Administration ( FAA) . The USACE has already provided US Solar with an "approved jurisdictional determination" pertaining to our project parcel . US Solar will also study whether notice must be provided to the FAA. If required, we will formally file with the FAA. The State of Colorado requests that the proposed SEF collaborate with several agencies for environmental due diligence. US Solar has completed a Constraints Analysis, which reviews stormwater and hydrological resources, biological resources, archeological, cultural, and historical resources, soil surveys, and land use constraints to ensure that there are no hurdles in successfully permitting the proposed SEF. If any permits are needed from the State of Colorado, US Solar will ensure that the permits are received prior to construction commencement. j St :: 1mM 100 N 6t" Street, Suite 410B 612 . 230.0172 - Minneapolis, MN 55403 www. us-solar. com Weld Count Department of Planning Services PO Box 758 1402 N . 17th Ave Greeley, CO 80632 USS South Platte Solar LLC - Responses to Completeness Review Planning Comments 1 . Provide a current Statement of Taxes - no more than 30 days old . Attached - dated May 26, 2023 . 2. Provide a current Buffer Report - no more than 30 days old. Attached - dated May 26, 2023 . 3. Add During Construction details. a. Describe the crew size, number of trucks, days/hours of operation, number of months, number of construction trailers, number of cargo containers, dust mitigation (can you relay on a temporary cover crop to mitigate dust?) Construction of the proposed SEF will require approximately 20 full -time, temporary employees. So, Weld County could expect the employees to arrive in approximately 5 — 10 trucks (if we assume an average of 2 to 4 employees per truck). The hours of construction would be approximately 7 AM to 7 PM Monday through Saturday. For construction specifically, the bulk of the actual construction work is generally completed in about 7 - 10 weeks, and is followed by various tests, inspections, and commissioning work. It is very tough to estimate the amount of containers (filled with solar garden equipment), however US Solar would expect roughly 25 semi -truck deliveries for racking material, roughly 15 semi -truck deliveries for solar modules, roughly 10 semi - truck deliveries for inverter + transformer equipment, and approximately 20 semi -truck deliveries for Balance of Plant equipment. There is generally only one ( 1 ) construction trailer on -site during the construction of our projects. Regarding dust mitigation, US Solar has generally used hay, oats, or other grasses that can be established on dry land to mitigate erosion and dust during construction . We have found this practice to be effective. If Weld County would like US Solar and its contractors to utilize alternative methods that have been previously utilized within the county by other developers, we are open to it. 4. Provide a floodplain map. Attached . 5. Provide the NOls. Attached . 6. Provide a reservation letter or an interconnection agreement. We do not have an Interconnection Agreement yet for USS South Platte Solar LLC. We have received our System Impact Study results — this study is the first of two (2) major studies that Xcel Energy conducts. Next, we' ll receive our Facilities Study results, which is the second of the two major studies that Xcel Energy conducts. We'll then receive our Interconnection Agreement, which we expect to receive at some point in 2024. In March 2023, Diana (the assigned planner for this application) informed US Solar that Weld County could accept our USR application with just the System Impact Study results. US Solar understands that USS South Platte Solar LLC cannot commence construction without first receiving, executing, and funding an Interconnection Agreement. US Solar is aware 100 N 6th Street, Suite 410B 612 . 230.0172 isEttiatAR Minneapolis, MN 55403 www. us-solar. com that Weld County has the ability to, and likely will, attach a condition to any approved USR permit that requires showing proof of a funded Interconnection Agreement. . • Luke Gildemeister<luke.gil me arrus.sotar.cer:• * • Cy Mar 9 2[723. 5:23 PM to Dana, Maxwell . Hi Diana and Max. See attached pages for a I hope you guys are hawing a great week The USR application checklist pea;for a Utility Company Interconrecdon Agreement legible version of this [Addy Company Inletrvmacbon Agreement n propceng to intemonnocl to a Witty CM-coy,lawyer o lenvr email chain . of Intent to interconnect"or waerxnneceon egreemem wgned by the utility oompeny. Simply put, we haven't yet obtained our Interconnection Agreement for USE South Platte. We are still going through the interconneabon process with Xcet Energy. Would the attached System Impact Study results (the first of two major studies Xcel Energy conducts prior to providing the Interconnection Agreement)from Xcel Energy suffice for the sake of our application? Any determination would be greaty appreciated. Have a nice evening. Sincerely, Luke One attachment • Scanned by Gmatl 0 awt.t r. r_ ...ti'- . *- Study Result Lett.. v D Diana Aungst ‘daungst@rald.gov: tar I.'2,123 ' _7r,[. m Maxwell rQ is Hi Luke: We can accept the application wth the proposed paperwork and we can work on getting LA dunng the prnrev We are aware that Xe-el has changed their policies recently. Thanks, Diana Atwigs! Ptanner i!. Ala? Starting March 10.2023 the Weld County ❑epa ran eat of Planning Services will be at: 1402 N. 1 +Avenue Greeley. CO 80831 7. Describe in detail the water rights on the site and any crops that are grown on the site. What has been grown in the past and why is the land being converted to an SEF instead of growing those crops now? Water Rights: As covered below, US Solar has been in close contact with Dan Gallen at Aurora Water pertaining to water rights for the Godfrey Ditch. Dan has informed us that there are about 14 to 15 shareholders including our landowner. Dan informed us that there is a book of ownership, but he has so far declined to provide US Solar with this specific water- rights ownership information. Crops: Historically, this property has been used for farming row crops like corn, wheat, soybeans, etc. Our landowners have informed us that, in 2023, they've teamed up with Petrocco Farms to plant vegetables on the parcel . While US Solar doesn't know the exact motive for Phyllis Burkgren signing our solar lease, we assume it's financial . Put another way, it's likely more financially-viable for our landowners to lease this land to US Solar for the operation of an SEF than our landowners leasing this land to a tenant farmer for the harvesting of row crops and vegetables. 8. State if you will be providing bottled water during construction. US Solar does not typically provide bottled water for its construction contractors. Typically, the chosen contractor for the project will provide bottled water for their employees that are working on -site. If Weld County wants US Solar to provide the bottled water to the contractor, we can make this happen. I t:: 100 N 6t" Street, Suite 410B 612 . 230.0172 - Minneapolis, MN 55403 www. us-solar. com 9. Provide any information that describes the outcome of communication with Godfrey Ditch especially concerning the bridge. US Solar has been in direct contact ( phone and email) with the main Godfrey Ditch spokesperson, Daniel Gallen, Water Resources Specialist at Aurora Water. Put another way, Mr. Gallen is aware of our proposed project (see screenshot below), and US Solar plans on keeping him informed of the proposed project. Mr. Gallen is aware of our proposed access crossing the Godfrey Ditch. He is aware that US Solar will eventually likely need to execute a Crossing Agreement with him ( because our solar garden access will cross the ditch) . From what we've learned in communicating with Dan, there are about 14 to 15 shareholders for the Godfrey Ditch (our landowner, Phyllis Burkgren, is one of them). Dan informed us that there's a book of ownership, but said it's private information and that he didn't want to divulge ownership information to US Solar. Dan said he doesn't anticipate any issues between our proposed SEF and the ditch owners. He emphasized that US Solar should avoid significant grading — since it's a windy area, he would prefer that sediment would not blow into the ditch . US Solar does not plan on conducting any significant grading on the parcel . Dan also informed us that any access- path improvements would need to be brought to the ditch owners. US Solar does not anticipate any major access- path improvements, as we plan on utilizing the existing eastern gravel access path. Gal on . Daniel cIdgaIben@a'•urctracjcro'.org} I —hank y :or the heads up Luke. nose rely, Dan Gallen Danigt Gavirt Trarfr .Rscounec Kitt nt A wu!,rc ;1 arer' 15253 E.AA./► e4a Paitr•ar = 6'00 A roJ'a CO 800.22 j.t'99 ,�� L;e. .:4',C � .I-. . : Tat: ; JI - !-'- . 641,4 Diana Aungst From: Diana Aungst < daungst@weld .gov > Sent: Thursday, March 9, 2023 3 :27 PM To: Luke Gildemeister Cc: Maxwell Nader Subject: RE: US Solar - USS South Platte Solar - Parcel Question Hi Luke : We can accept the application with the proposed paperwork and we can work on getting IA during the process . We are aware that Xcel has changed their policies recently . Thanks , Diana Aungst Planner II, AICP Starting March 10 , 2023 the Weld County Department of Planning Services will be at: 1402 N . 17th Avenue Greeley , CO 80631 Weld County Department of Planning Services 15551 V. 17th Avenue - Greeley, Colorado 80631 D: 970-400-3524 O: 970-400-6100 Fax:970-304-6498 daungst@weld. gov www. weld.gov ," it te- 11:11; r L.. Confidentiality Notice : This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure . If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication . Any disclosure, copying , distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited . From : Luke Gildemeister < luke. gildemeister@us-solar. com > Sent : Thursday, March 9, 2023 3 : 24 PM To : Diana Aungst <daungst@weld . gov> Cc : Maxwell Nader < mnader@weld .gov> Subject : Re : US Solar - USS South Platte Solar - Parcel Question C utiorr This email originated from outside of Weld County Government Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Diana and Max, I hope you guys are having a great week. The USR application checklist calls for a Utility Company Interconnection Agreement : 1 Utility Company Interconnection Agreement. If proposing to interconnect to a utility company. copy of a "letter of intent to interconnect" or interconnection agreement signed by the utility company. Simply put, we haven 't yet obtained our Interconnection Agreement for USS South Platte . We are still going through the interconnection process with Xcel Energy. Would the attached System Impact Study results (the first of two major studies Xcel Energy conducts prior to providing the Interconnection Agreement) from Xcel Energy suffice for the sake of our application ? Any determination would be greatly appreciated . Have a nice evening. Sincerely, Luke List AmPN_ AR 100 N 6t" Street, Suite 410B 612 .230. 0172 Minneapolis, MN 55403 www. us-solar.com USS SOUTH PLATTE SOLAR LLC - PUBLIC WORKS QUESTIONNAIRE 1 . Describe the access location and applicable use types (i.e., agricultural, residential, commercial/industrial, and/or oil and gas) of all existing and proposed accesses to the parcel. Include the approximate distance each access is (or will be if proposed) from an intersecting county road. State that no existing access is present or that no new access is proposed, if applicable. No new access is proposed . USS South Platte Solar LLC plans on utilizing the existing gravel access path that is adjacent to Phyllis Burkgren's eastern parcel boundary and comes south off of County Road 394. The existing gravel access road is approximately twelve ( 12) feet wide. This existing gravel access road is primarily utilized by the Reeve Family for ingress and egress from County Road 394 to their parcel, which is located south of our project parcel . It's worth noting that the Reeve family does have a 48.8 -foot ingress/egress easement to allow for this use. US Solar is in contact with the Reeve family, and if needed will sign a Shared Road Agreement with the family prior to construction mobilization. IIlliiitiffEmi II ---,-- A 4 o r ' —_ . I��Irlinglitk nniHiiuu i MIMI La La 3 A., 3. r_ r." 111: r .- , .. _ , . ,� - .�, T. •cif. /1 :• + .. t - fAS 1 U %0U\R 100 N 6t" Street, Suite 410B 612 .230. 0172 Minneapolis, MN 55403 www. us-solar.com 2. Describe any anticipated change(s) to an existing access, if applicable. US Solar does not anticipate making any changes to the existing eastern gravel access path for USS South Platte Solar LLC. US Solar has been informed by the Reeve family (owners of the parcel to the south of our project parcel) and by our engineers that the existing eastern gravel access path is sturdy and can handle heavy equipment trucks when traveling over the Godfrey Ditch. r -v ` _,,, , , v 1 .-0-esr.. i ' tea* f" S.. Or . t.' II I 1 n. I X01 . q r :fill ; ki ...- utik- - . - -,- --_ . --__ tpftaiti i . i , 4 * - - - 3 . Describe in detail any existing or proposed access gate including its location. There is not an existing gate on the parcel 's eastern gravel access road . US Solar proposes installing an access gate along USS South Platte Solar LLC's eastern and northern fence lines. The access gates will each have two (2) doors that swing open and will be locked with padlocks. The access gates will provide access to US Solar employees and third - party contractors, Xcel Energy employees, and, in the very unlikely case of an emergency, applicable fire department members. U %0U\R 100 N 6t" Street, Suite 410B 612 .230. 0172 Minneapolis, MN 55403 www. us-solar.com O. --.- _......._ _I-.- VYr MI... ! ..� a.��.a.— . N Ili L•l�. - I fF �F'•T 1 � . -- '71"---I---I I I ftTh1KilI1k I il 1--a- _ id DI 1.L. 1 iiii ;alcliilnip hiiipin :Liun$tffunu y ,ra . Is �...,:' is Rill�_ Ili I I ill Ihi � Iiiii ' in iI ,l I ' �I . It it:" 1 r r se . .._r y r 1 1" :, . . . 4. Describe the location of all existing accesses on adjacent parcels and on parcels located on the opposite side of the road. Include the approximate distance each access is from an intersecting county road. There is a (gated) existing gravel access road that comes south off of County Road 394 located on the parcel to the west of ours, which is also owned by Phyllis Burkgren: 1 ` z _r . . a I , a - 100 N 6t" Street/ Suite 410B 612 .230. 0172 U 4 Minneapolis/ MN 55403 www. us-solar.com Y .5% • • 1 N-� . ibsi. n �['� t it; r 1.1 ; y ��. T' 1 L yI J. A 1. « _-..fig — - - _ t (('_ i , 4' T - l5i 1 i•� i` ♦- - - - t7 t I, Z !• , 1r i { a - - - - --.- - _ - �. T �� A • • _ - - - ---=_ _ ' �' \t t ' t�{ ` -' a,, .::_ _ _ . . To the north, there is also an existing gravel access path belonging to Roger and Bonnie Piel coming north off of County Road 394 that leads to their residence: , , i 0: 40 . • I ; _' 1 .4 t -edi 11J. --'-ale- ----- r111Milliall... —,r P _ — yy -�• j. ' te. ` r - C Y w folk• ryrCCrr ': hI* • flv ':I' i# -' irk : • TV ivtrt, .- In if IL" : „ A..y4rt . „t y ' . yam 4•41 A r , - Eriti in I T s• ' t . U %0U\R 100 N 6t" Street/ Suite 410B 612 .230. 0172 Minneapolis, MN 55403 www. us-solar.com To the northwest, there are also two (2) existing gravel access paths belonging to Jenna and David Conover coming north off of County Road 394 that leads to their residence and associated buildings: r .. - �- . .f..---Ai _-t •.♦ t . •, n i p• • - : 4: ,. -• • - & ` • - r !` i...,. mar: i v.* - --_�� ' ti t 4 ail -._ _IL• r . s. ffro ; � r 4 r i 4a. . a .p.sr.. N.. r . • - •.' t.44. :.t i - ,,-: f •,, .. , - _,... _ , . , ._ .., . ., . , imt. : . ,,, , a .,..f. , . , , !may i -. —.r•. - w 1 _� A f -i _ C . _ _ __,, ,,.. ,..,..,,,,..,:_....:::„....:-.1/2"..,:„.., I WS —. . i -- . . .. .. . . . l . _ _ ..' f4, . r.-.7` " _ i •r'?' 1 .-ice �1► . .. • ._ ,.�, la •• • . 1.; • �. . _ > . . ; .tea • -- .'� 4. • -. s r•,rte. , _. r Tw y�:�yr1. 1 [ t 1 . . _ ea li j or ' . - - tL I, 4 • • F r• A'r - �- - - _ter -- I _r-` r U %0U\R 100 N 6t" Street/ Suite 410B 612 .230. 0172 Minneapolis/ MN 55403 www. us-solar.com To the east, there are two (2) gravel access roads on the parcel owned by Charles W. Sylvester — one ( 1 ) path comes north off of County Road 394 and one ( 1 ) path comes south off of County Road 394: - - _ t� - .- . _ ' , y, Y A• o6. it i v -.. -r, - a 4.r .! de'r Watt -- d . . . - - yR�� , - . ' .t - -. _la. . - '?16.;7t. ,.. .4.... . 0. � L =.r - - 0 4 - - -- r lit; .1 l rillprillalli • . . - • Z+T•iTi+ �r S yr [ AITiiti ''ter A id* le �; — ' 4 s _`'sue, _ ,^ ^I rc� •. " ,;r - .. 1 a t r r.; . . rr Ir. ;.• " Jk aIk th . , / •�i ,f Y�.i � r.•Si— �iF��i`1"a'- fir--s i-f..j i}4��ik.4 • P{� '.' q . ! `iv�y sue-_:Ia'/CS//oPL>1F�I i. . 4 . y •�]ii��,_ - �! 't .l - _ aeer N U %0U\R 100 N 6t" Street, Suite 410B 612 .230. 0172 Minneapolis, MN 55403 www. us-solar.com 5. Describe any difficulties seeing oncoming traffic from an existing access and any anticipated difficulties seeing oncoming traffic from a proposed access. There are no difficulties seeing oncoming traffic from the existing eastern gravel access road that we plan on using for USS South Platte Solar LLC. 6. Describe any horizontal curve (using terms like mild curve, sharp curve, reverse curve, etc.) in the vicinity of an existing or proposed access. Pertaining to the existing eastern gravel access road that we plan on utilizing for USS South Platte Solar LLC, it's a straight path north -to-south off County Road 394: It _.� .00).11.1t II f s ■ • -17 It's probably worth noting that there will need to be a gravel apron created coming directly west off of the existing eastern gravel access road — this apron would then enter into the project's eastern fence line: - _ _ _ i - _ _ I �� r lime ,9 I I PROPOSED ACCESS GATE ECTRICAL EQUIPMENT a P.l, I f_ a a a a il I : 100 N 6th Street, Suite 410B 612.230.0172 U 40IAR Minneapolis, MN 55403 www.us-solar.com •IIESOEED uflIlt POLES Sr nnn'n JP rig' a"I'I U.1ls Ufd. 1'. ,t .'1.110103 -- 1IUPpt2n CIA VIM /�� • - - FAr51NG 0.1.A.14 OG•N&iSLT t{FYF T!] Ili . 3 SOP" ��Iral:v1 "LI 1U4IIT Q1 WMCTVP1 -I 1 �V•S' SITE ACCESS TC USE i i .,, 1 --I DUNG he=ROAD ii il -- - I° H • • j EXISIIKI IGPESS/IWS5 MVO!^(P; - ..— • ] 1 - ci MOOS L OMITA COALE [f 511 tarok 11AF:151C I Cr WITY TNCI C¢n 60 0'0,4 IMlAAtnn[niC6 wiftNIDRVP, �� 1.,. i.r- (Nrr -_ ,�•• w'•�J �.' IaFOStAAI MOW i4t, 5 1 II s' - TgACtiA 4ACP,TYP/ ' _ J ^_ -_- J 1. ` `‘�_ '_'�--- T c.Aouf4tEY Wait. — I Io h I. 5 _- -.- - PPta +S!`MILESS at If -- .S1 r CSED GAS FJILTJ'Y *` i _l j'l I _ - _ —,Q + _ r _ _ _ _ _ u 1 Y.•/c II p11 p ' pfinNrilDTEMPOPARy Xf:9[i 1AM M011,•11JT•h:a �..-- ,•YOONM PIMP ANTI y17 1 I 4-. ,II42.11 .jt, l vP[NCt II DAIM1 - U Y U U U W 11 .. .. 4. , : ,- =.- _, I aO'i � a�l I Il fl H f lOianili l � � Y iNr 3l,atllt. J1, 'AOFO5FD 12 Ate Dictaf_Ll EJJr uR,P5 , '14+•Ck61MICT Q•P.{ KC65'two I'M I wf I ii E :, r q,K15iv:*SI.I III, I . 1 iI - L-1155 PCCa1:1 II-II% T d - tI Y Y 1 . Y I Y • ! . Y.4 •=.i l ,I l Y l , mi- Y r I Y I Y I Y I . I Y 1 • 1 Y Y 1 . r .: -i. ‘ I iil IIC owl Ena �I. I n Y , . . II . . , J . , G . t h. , . .1 . . . . . . . . . . I lI. l 14:11;• •»,1 trio:• I ,I�• a i i T+1-4 44: i.. =aN"�. 2, trio .e iE•. + '.r • _ �-. w. s' _ ^•-. i g inn* Y!.` .- .i+ .r._3 trio •<s. 0 ..,.•telarra.• •s tF" as• s.• .41‘. +.4..• t.4.i -_- - -t }1 1� 7. Describe the topography (using terms like flat, slight hills, steep hills, etc.) of the road in the vicinity of an existing or proposed access. The topography of the existing eastern gravel access path that comes south off County Road 394 appears to be quite flat: S :¢ •- 'Q r. amp‘•• ..- s. . - • -fie -. • lek Ca .P r 1 • a - •. f# % 1 U %0U\R 100 N 6t" Street, Suite 410B 612 .230. 0172 Minneapolis, MN 55403 www. us-solar.com Additionally, County Road 394, which runs southwest -to- northeast to the north of our project parcel, appears to be very flat within the vicinity of our project: al iSiat • - r .k.. N .r. _.- -.•'i`„4' '�iyS •_T?t • r !_ //t-'°'' 11 �}' '.r •a .l. y.. CVs. �r I U %0U\R 100 N 6t" Street, Suite 410B 612 .230. 0172 Minneapolis, MN 55403 www. us-solar.com USS SOUTH PLATTE SOLAR LLC - ENVIRONMENTAL HEALTH QUESTIONNAIRE 1 . Discuss the existing and proposed potable water source. If utilizing a drinking water well, include either the well permit or well permit application that was submitted to the State Division of Water Resources. If utilizing a public water tap, include a letter from the Water District, a tap or meter number, or a copy of the water bill. There is no existing or proposed potable water source for USS South Platte Solar LLC. The proposed SEF will not require a potable water source. 2. Discuss the existing and proposed sewage disposal system. What type of sewage disposal system is on the property? If utilizing an existing on -site wastewater treatment system, provide the on -site wastewater treatment permit number. (If there is no on -site wastewater treatment permit due to the age of the existing on - site wastewater treatment system, apply for a on -site wastewater treatment permit through the Department of Public Health and Environment prior to submitting this application.) If a new on -site wastewater treatment system will be installed, please state "a new on -site wastewater treatment system is proposed." (Only propose portable toilets if the use is consistent with the Department of Public Health and Environment's portable toilet policy.) There is no existing sewage disposal system, and the proposed SEF is not proposing a sewage disposal system as there will only be approximately two (2) people on -site on a quarterly basis. During the construction period, contractors will place temporary portable toilets at the project site to provide for temporary disposal needs during the construction phase of the proposed SEF in accordance with the Department of Public Health and Environment's portable toilet policy. 3 . If storage or warehousing is proposed, what type of items will be stored? During the construction period, a temporary laydown area will be implemented on the property to store construction materials for the proposed SEF. No permanent storage or warehousing is proposed . 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. Trucks used to bring construction materials to the site as well as pickup trucks brought on -site during routine maintenance trips will contain petroleum in their standard fuel system. There won't be any storage or stockpile of wastes, chemicals, or petroleum on this site. 5. If there will be fuel storage on site, indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. The only fuel present on -site will be stored within the standard fuel system of standard pickup trucks and semi -trucks on -site during construction and routine maintenance. 6. If there will be washing of vehicles or equipment on site, indicate how the wash water will be contained. There will be no washing of vehicles or equipment on -site. 7. If there will be floor drains, indicate how the fluids will be contained. There will be no floor drains on -site. 8. Indicate if there will be any air emissions (e.g. painting, oil storage, etc.) . U %0U\R 100 N 6t" Street, Suite 410B 612 .230. 0172 Minneapolis, MN 55403 www. us-solar.com There will be no air emissions on -site. 9. Provide a design and operations plan if applicable (e.g. composting, landfills, etc.) . The proposed SEF does not include landfills or composting . 10. Provide a nuisance management plan if applicable (e.g. dairies, feedlots, etc.) . The proposed SEF does not include dairies or feedlots. 11 . Additional information may be requested depending on type of land use requested. Weld County Treasurer Statement of Taxes Due Account Number R2751886 Parcel 095936000013 Legal Description Situs Address 17742 W2SE4 36-5-66 S OF CO RD EXC RAY IN W2SE4 LYING S OF & ADJ TO FOLLOWING LN BEG AT A PT ON E LN A 17588 COUNTY ROAD 394 WELD DISTANCE OF 1786' N OF SE COR S67D42'W 595' $67D04'W 389' 566D W 453' TO PT ON W LN A DISTANCE OF 1176' N OF SW COR (2R) - Account: 82751886 BURKGREN PHYLLIS 1890 S MARSHALL CIR LAKEWOOD, CO 80232-7086 Year Charges Billed Payments Balance 2022 Tax $504.82 $504.82 $0.00 Grand Total Due as of 05/26/2023 $0.00 Tax Billed at 2022 Rates for Tax Area 0138 - 0138 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 15.0380000* $ 150. 54 AG-FLOOD $37,934 $ 10,010 SCHOOL DIST RE1 16.6870000* $ 167. 03 1RRRIGATED LAND NORTHERN COLORADO WATER 1 .0000000 $ 10.01 Total $37,934 $ 10,010 (NC CENTRAL COLORADO WATER 1 .0680000 $ 10.69 (CCW CENTRAL COLORADO WATER 1 .5820000 $ 15.84 SUBD LASALLE FIRE 5. 1540000 $51 .60 AIMS JUNIOR COLLEGE 6.3070000 $63 . 13 HIGH PLAINS LIBRARY 3. 1810000 $31 .84 WEST GREELEY CONSERVATION 0.4140000 $4. 14 Taxes Billed 2022 50.4310000 $504. 82 * Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE 1 l � nlunl nrp /Igo Tn Q nl /roTICiAir^ A Kin ryiernA IKIT IMA DO A KIT CCCe Weld County Treasurer's Office �;- - 1400 N 17th Avenue -. .. PO Box 458 f_ ;' A . Greeley, CO 80632 * �- ._ __�, r , Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance , the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full . Signed : Date : U %0U\R 100 N 6th Street, Suite 410B 612 . 230. 0172 Minneapolis, MN 55403 www. us-solar. com USS SOUTH PLATTE SOLAR LLC — ALTERNATIVES STATEMENT Reasonable alternatives to the proposed location have been adequately assessed, and the proposed action is consistent with the best interests of the people of the County and represents a balanced use of resources in the affected area. USS South Platte Solar LLC considered a few potential locations for the proposed SEF. Many locations in Weld County are not suitable for solar. Our in -house Site Selection Team (SST) surveyed hundreds, even thousands, of parcels within Xcel Energy's service territory throughout Colorado. They excluded parcels that they deemed characterized by environmental impacts, major elevation changes, limited interconnection viability, and other criteria. After studying each of these parcels, the property owned by Phyllis Burkgren emerged as an ideal location for a proposed SEF. The parcel owned by Phyllis Burkgren was determined to be ideal for hosting the proposed SEF for the following reasons: 1 . Interconnection Viability: The proposed SEF will connect to Xcel Energy's three - phase distribution lines. The proposed SEF will supply electricity throughout the local Weld County community. 2 . Solar Resource: The parcel is relatively flat and is large enough to host the proposed SEF . The flat land and lack of tall trees on -site ensures the proposed SEF will have natural access to sunlight. 3 . Physical and Environmental Characteristics: The proposed SEF will require very limited grading, if any. This will ensure that natural topsoil and existing drainage patterns are maintained . The proposed SEF will have no impact on wetlands or neighboring properties. Additionally, there's adequate space on the parcel to comply with Weld County's setbacks. The parcel is capable of hosting the proposed SEF's equipment. 4. Interested Landowner: The landowner, Phyllis Burkgren, agreed to sign a lease with US Solar that will allow for the proposed SEF to be constructed and operated on her land . Phyllis Burkgren looks forward to US Solar pursuing the proposed SEF with Weld County, which is considered a permitted use through Special Review in this Agricultural zoning district. The proposed SEF will uphold the guiding principles of Section 22 -2 - 10 of the Weld County Comprehensive Code: Respecting our Agricultural Heritage, Respecting Private Property Rights, Promoting Economic Growth and Stability, and Protecting Health, Safety, and General Welfare. 5 . Zoning and Character: As stated above, the proposed SEF is sited in the Agricultural zoning district of Weld County, which allows SEFs as a permitted use through the Special Review process. The proposed SEF will maintain the agricultural character of the surrounding properties and the region . U %0U\R 100 N 6th Street, Suite 410B 612 . 230. 0172 Minneapolis, MN 55403 www. us-solar. com USS SOUTH PLATTE SOLAR LLC - DECOMMISSIONING - RECLAMATION PLAN The proposed SEF consists of many recyclable materials, including glass, semiconductor material, steel, aluminum, copper, and plastics. When the proposed SEF reaches the end of its operational life, the component parts will be dismantled and recycled as described below. US Solar's lease contract with the property owner requires us to decommission and restore the site at our expense. The decommissioning plan would commence at the end of the lease term or in the event of twelve (12) months of non -operation . At the time of decommissioning, the proposed SEF components will be dismantled or removed using minimal impact construction equipment, and materials will be safely recycled or disposed of. All non -utility owned equipment, conduits, structures, fencing, and foundations to a depth of at least three (3) feet below grade shall be removed . USS South Platte Solar LLC will be responsible for all of the decommissioning costs. REMOVAL PROCESS The decommissioning of the proposed SEF proceeds in the following reverse order of the installation : 1 . The solar system will be disconnected from the utility power grid 2 . PV modules will be disconnected and removed 3 . Electrical cables will be removed and recycled off-site 4. PV module racking will be removed and recycled off-site 5 . PV module support posts will be removed and recycled off-site 6. Electrical devices, including transformers and inverters, will be removed and recycled off-site 7. Concrete pads will be removed and recycled off-site 8. Fencing will be removed and recycled off-site 9. Reclaim soils in the access driveway and equipment pad areas by removing imported aggregate material and concrete foundations; replace with soils as needed The proposed SEF site may be converted to other uses in accordance with applicable land use regulations at the time of decommissioning . There are no permanent changes to the site, and it will be returned in terrific condition . This is the great thing about community solar gardens — if desired, the site can return to productive farmland after the system is removed . DECOMMISSIONING CONSIDERATIONS We ask that Weld County take note of three (3) important considerations: 1 ) a proposed SEF is not a public nuisance, 2) the resale and recycle value are expected to exceed the cost of decommissioning, and 3) Weld County residents and taxpayers are not at risk. 1 ) Our modules don 't contain hazardous materials and the proposed SEF is not connected to government utilities (water, sewer, etc.) . The proposed SEF is not a public nuisance threat that would require government involvement in decommissioning or removal of the proposed SEF. Compare this use to an abandoned home, barn, etc. that may include hazardous materials or become a public nuisance. 2) Upon the end of the proposed SEF's life, the component parts may be resold and recycled . The aggregate value of the equipment is expected to exceed the cost of decommissioning and removal . Solar modules, for example, have power output warranties guaranteeing a minimum power output in Year 25 of at least 80% of Year 1 . Since the value of the solar panels is measured by their production of watts and the value of electricity, it is easy to calculate expected resale value. Even using extremely conservative assumptions, the value of the solar modules alone greatly exceeds the cost of decommissioning . This does not factor in the recycle value of other raw materials like steel, copper, etc. So, decommissioning is seen as a process that results in a net profit, incentivizing the proposed SEF owner to do it. U %0U\R 100 N 6th Street, Suite 410B 612 . 230. 0172 Minneapolis, MN 55403 www. us-solar. com 3 . In the extremely unlikely, "worst-case" scenario where 1 ) the proposed SEF owner fails to decommission and neither our lender nor any power generation entities want the assets, and then 2) the landowner fails to decommission the proposed SEF (which the landowner would have the right to do under the lease), and then 3) the decommissioning financial bond was insufficient to decommission the proposed SEF, Weld County would have its standard police powers to enforce decommissioning . If that process ultimately resulted in Weld County gaining ownership of the property, Weld County could sell the parcel which would absolutely exceed the cost of decommissioning . DECOMMISSIONING FINANCIAL SURETIES Despite the considerations of 1 ) the proposed SEF is not a public nuisance, 2) the resale and recycle value is expected to exceed the cost of decommissioning, and 3) Weld County and taxpayers are not at risk, we proposed implementing an irrevocable bond in an amount sufficient to fund the estimated decommissioning/reclamation costs as required by Weld County Code Sec. 23 -4- 1030. The financial surety provides an extra layer of security that the proposed SEF site will be returned to the appropriate condition at the end of the proposed SEF's useful life or earlier, should the proposed SEF cease operations for a twelve - month period . The landowner will be provided a copy of the document, thereby establishing the obligation before construction commences. The bond will be in the amount of $ 108,974 based on Table 1 below. The estimated costs provided in this table are based on the New York State Energy Research and Development (NYSERDA) guidance document entitled "Decommissioning Solar Panels." The cost estimate will be updated every five (5) years from the establishment and submittal of the security. Table 1 : Estimated Decommissioning Costs for USS South Platte Solar LLC Project Remove Rack Wiring = $4,450 Remove Panels = $4,434 Dismantle Racks = $ 22,353 Remove Electrical Equipment = $ 3,348 Breakup/Remove Concrete Pads = $2,715 Remove Racks = $ 14, 118 Remove Cable = $ 11 ,765 Remove Ground Screws and Power Poles = $ 25,068 Remove Fence = $8,959 Grading = $7,240 Seed Disturbed Areas = $452 Truck to Recycle Center = $4,072 Total = $ 108,974 U %0U\R 100 N 6th Street, Suite 410B 612 . 230. 0172 Minneapolis, MN 55403 www. us-solar. com USS SOUTH PLATTE SOLAR LLC — DEVELOPMENT STANDARDS STATEMENT 1 . Height limitation. Ground -mounted solar collectors shall not exceed twenty-five (25) feet in height, measured from the highest grade below each solar panel to the highest extent of the solar panel rotation. USS South Platte Solar LLC's ground -mounted solar collectors will be an average of six (6) to eight (8) feet in height during normal daily operations. They will not exceed twenty-five (25) feet under any circumstances. 2. Glare. A SEF shall be designed, located or placed so that concentrated solar glare from its solar collectors will not be directed toward or onto nearby properties or roadways at any time of day. US Solar's solar collectors don't create significant glare. They will not direct concentrated solar glare towards or onto nearby properties or roadways at any time of day. 3. Setbacks. The Improved Area of the SEF shall conform to the setback requirements or the underlying zone. Additionally, the improved area must be at least five hundred (500) feet from existing residential buildings and residential lots of a platted subdivision or planned unit development. The residential setback requirement may be reduced if appropriate screening through landscape or an opaque fence is installed, or upon submittal to Weld County of a waiver or informed consent signed by the residence owner agreeing to the lesser setback. If landscaping or opaque fencing is substituted for a setback, a landscaping plan or fencing plan shall first be submitted to and approved the Department of Planning Services. USS South Platte Solar LLC will conform with the setback requirements of the underlying zone. USS South Platte Solar LLC is located over five hundred (500) feet away from existing residential buildings. Therefore, US Solar is not currently proposing landscaping outside of the proposed SEF. Should Weld County officials suggest that screening should be required, US Solar would of course be open to having that conversation . 4. Dust Mitigation. The operators of the SEF shall continuously employ the practices for control of fugitive dust detailed in their dust mitigation plan submitted as required by Subsection B.2., above. The proposed SEF will control for dust. Prior to construction commencement, US Solar will place a temporary cover crop onsite to minimize erosion and dust-creation throughout construction . 5. Underground cables. All electrical cables on the improved area shall be buried, except for direct current string wires that connect between solar collectors, direct current collection circuits between rows of solar arrays that are no more than four (4) feet above grade crossings, substations, switchyards, and circuit voltages greater than 34.5 kilovolts (where necessary). USS South Platte Solar LLC will meet all wiring requirements as outlined above. All electrical cables will be buried, except for those described above. 6. Fencing. The SEF shall be enclosed with a security fence as approved pursuant to a fencing plan submitted to the Department of Planning Services. Appropriate signage shall be placed upon such fencing that warns the public of the high voltage therein. The proposed SEF will be enclosed with an agricultural page -wire fence consisting of wooden posts. The agricultural - style fencing will be approximately eight (8) feet tall . The fence will meet National Electric Code requirements. US Solar believes the farm -field style fencing will blend in with the surrounding agricultural community. USS South Platte Solar LLC U %0U\R 100 N 6th Street, Suite 410B 612 . 230. 0172 Minneapolis, MN 55403 www. us-solar. com will submit a fencing plan to the Department of Planning Services. Appropriate signage will be placed upon such fencing that will warn the public of the high voltage therein . 7. Stormwater management. The Operator of the SEF shall submit a drainage report to comply with required Storm Drainage Criteria pursuant to Chapter 8, Article XI of this Code. Additional requirements for Municipal Separate Storm Sewer System (MS4) area may be applicable pursuant to Chapter 8, Article IX of this Code. Ground -mounted solar collector systems shall be exempt from impervious surface calculations if the soil under the collectors is designated hydrologic A or B soil groups by the Natural Resources Conservation Service (NRCS). Please refer to the Drainage Report for the proposed drainage and stormwater management plan for the proposed SEF. 8. Access permit. Prior to construction of the SEF, the applicant shall apply for and obtain an approved Access Permit from the Weld County Department of Public Works, pursuant to the provisions of Article XIV of Chapter 8 of this Code. USS South Platte Solar LLC will apply for and obtain an approved Access Permit from the Weld County Department of Public Works prior to constructing the proposed SEF. 9. Existing irrigation systems. The nature and location or expansion of the SEF must not unreasonably interfere with any irrigation systems on or adjacent to the solar facility. The nature and location or expansion of the proposed SEF will not interfere with any irrigation systems on or adjacent to the solar facility. Weld County Drainage Code �� , I Certificate of Compliance �1 , A ,r .. ! %, 'Pi ,1pi / . t . • R. - 44-- Weld County Case Number: I U R23-0027 j y J - Parcel Number: SE 1 /4 Quarter of Section 36 , Township 5 North , and Range 66 West of the 6th Prime Meridian Legal Description , Section/Township/Range: 07/ 18/2023 Date: Brendan Miller Professional Services 1 iWestwood (Applicant) , understand and acknowledge that the applicant is seeking land use approval of the case and parcel in the description above . I have designed or reviewed the design for the proposed land use set for in the application . I hereby certify, on behalf of the applicant, that the design will meet all applicable drainage requirements of the Weld County Code with the exception of the variance(s) described on the attached exhibits . This certification is not a guarantee or warranty either expressed or implied . Engineer's Stamp: ,. ..E • +� * �4_ � �r rat * r � • gr 4, ce ems • • 4,, A° tt: CO -; r 4 °O ci Engineer of Record Signature O .� 411 . ice Request If Applicable) 1 . Describe the had °•..�,...#.,. is being requested . 2 . List the design c laVAI I — )de of which a variance is being requested . 3 . Describe the prc r eering rationale which supports the intent of the Weld County Code . Demonstrate that granting of the variance will still adequately protect public health , safety, and general welfare and that there are no adverse impacts from stormwater runoff to the public rights-of-way and/or offsite properties as a result of the project. 1 ) A variance is being requested due to the potential adverse impacts of installing a basin at this site - including but not limited to impacting public infrastructure through channelization of historical sheet flow across the site , to a concentrated outlet. 2 ) The design criteria of the Weld County Code of which a variance is being requested is the detention requirement for the WQCV listed in section 5 . 10 . 2 . 2 of the Weld County Engineering and Construction Criteria , as well as Section 8- 11 -40 of the Charter and County Code of Weld County, Colorado . 3) A combination of LID techniques such as surface disconnection and minimal grading , along with a proven runoff reduction for the 100-year storm and also potential adverse impacts to public infrastructure with addition — of a basin , shows that filing for a variance and allowing runoff to sheet flow as it has historically is the best option for this site. Using this option will adequately protect public health , safety, and general welfare and ensure that there are not adverse impacts from stormwater runoff to the public rights-of-way and/or offsite properties as a result of the project. _ L _ ___ ___ Public Works Director/Des nee Review (If Applicable; Mel "15'3O _k/n1 pediszy - Public Works Dire or/Designee Nay Signature 7 7 ea __LAO 103 , - 7 Date of Siena ure Approved ❑ Denied Comments: Department of Public Works I Development Review 1111 H Street, Greeley, CO 80631 I Ph : 970-304-6496 I www.weldgov.com/departments/public_works/development_review 08/02/2019 DRAINAGE REPORT FOR THE USS South Platte Solar LLC County of Weld, Colorado JULY 2022 ( UPDATED JULY 2023 ) Jr • i - - it lib or di/ "le'tect 7,., it .it or /;',/,, _ _ .6". . ."1, -L - / - ,. ter // e - / - / / ,,,. _ / /- or 'may' e + a' `� '` ' si //// /// oef /e ,1 ee 0 S.214L. k • 5n2 a _ r, 4 -211JYY as If Ti NI IPS Nn L — . $, r=NW s a r a r d• MI la ,s. ilin li ft ' 1 lame !!mod " 1 _� li� .. 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J/.1 I ` t t"' • +'r y� "ij.r f .:� t 1 �' , .K - p ,?• . 3 ',T .�.1 �_ .••.� y�' - �"!�. 1s.�R.• Vii. . {. i; .� j� i sl' Ut' •"�J+ • _ -_ i 1 �I ( I� � t* .1- n' 1 l � l.� , f .�4 ' ` IL 47 _ ��. •y • Gi � - 1�. •. z 1 Y. - l� t7` � la irk ice PE'� �� ' 'ti t<� �i � � *_1 �F t �l L ,,Ant TT ,�s4 h 0 1 ) i vi _ _ 11 �yy r-30 .d a �1.__ _ �.,..� _ __ — .tea i, - - ac{l � 4_ - '• tt PREPARED FOR: PREPARED BY: = OLAR Westwoo • Drainage Report USS South Platte Solar LLC Weld County, Colorado Prepared For: Prepared By: United States Solar Corporation Westwood 100 N 6th Street, Suite 410B 12701 Whitewater Drive, Minneapolis, MN 55403 Suite 300 Minnetonka, MN 55343 (952) 937-5150 it-±,. a e it ,,iy,p, li. .Lear: :,.. / . .idv ,i,; i . .#0,4I ., *A f - \ Gr , i :. t die gPikli - ES 44186 PR. i; County Case Number USR23-0027 1,4 Project Number: Roo36275 . 00 41 • ct. do i Date : Jul 12 , 2022 (Updated 1$ M 1toile,/ y July � 2023) � �'� '�"� v,„ NA i r Westwood Drainage Report I USS South Platte Solar LLC July 18, 2023 Table of Contents Project Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 General Description of Project . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Drainage Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Stormwater Runoff Analysis 3 Water Quality 3 Drainage Improvements 3 Adjacent Areas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Unsite Soils . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UffsiteSoils . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Methodologies Used for Drainage Report and Analysis Timing/Phasing Schedule 5 BMP Installation, Inspection, and Removal 5 Permanent Stabilization Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 References Cited Attachments Attachment 1 : USS South Platte Solar LLC Facility Site Plan Attachment 2 : NOAA Atlas 14 Rainfall Data Attachment 3 : Rational Method Calculations Attachment 4 : USDA Web Soil Survey Map Attachment 5 : Weld County Drainage Code Certificate of Compliance Attachment 6 : Existing FEMA FIRM Panel Attachment 7: Preliminary FEMA FIRM Panel Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS South Platte Solar LLC July 18, 2023 Project Site This Drainage Report has been prepared on behalf of United States Solar Corporation, for the proposed construction of the USS South Platte Solar LLC Facility in Weld County, Colorado hereinafter referred to as the project. The proposed development is located in the SE 1/4 Quarter of Section 36 , Township 5 North , and Range 66 West of the 6th Prime Meridian. More specifically the Project site is approximately 20 acres of land and is located approximately 0 . 2 miles northwest of La Salle and approximately 0 .5 miles east of the intersection of Weld County Road (WCR) 35 and WCR 394 in Weld County, Colorado . The site is covered intermittently with agricultural row crops depending on time of year. The ground surface slopes to the south at an average slope of approximately 0 . 20% . The entire site with exception of the very southeast and southwest portions is within an existing FEMA Zone A flood hazard area (Attachment 6) , and the entire site is within a preliminary FEMA Zone AE flood hazard area (Attachment 7) . General Descri tion of Projectp It is proposed to develop approximately 20 acres of land for the project for an approximate 3 . 63 MW solar array. The solar array will deliver renewable energy under a power purchase agreement (PPA) . The facility is designed for un-manned operation except for bi-annual maintenance. Therefore, this facility will not represent any significant traffic impact to the surrounding county roads. Upon termination of the PPA, the improvements will be removed, and the land will be restored to historic conditions. Drainage Design The area under the solar panels will be planted with a low-maintenance grass seed mix. Very little additional impervious surface will be added to the site including gravel access roads and inverter/equipment pads . Per Weld County Public Works solar facilities are considered 25% impervious on soils belonging to Hydrologic Soil Groups C and D. Given this, the site would require a detention pond per Weld County requirements . However, due to the current sheet flow conditions onsite, outflow from a basin via culvert and overflow weir would convert sheet flow to channelized flow. A variance is being requested for the basin since the construction of a detention pond would alter drainage and flowpaths and potentially impact public infrastructure. Historically stormwater runs south through the proposed project area then continues southeast towards an offsite culvert. When the site is fully vegetated after construction, stormwater will flow off the solar panels, onto the ground, and run through the grass . The onsite soils, which are all categorized as hydrologic soil group D (Attachment 4) , are minimally conducive to infiltration. The soil type was also categorized as a clay for the runoff coefficient. The fully vegetated site will slow runoff and encourage partial infiltration. The site imperviousness increases from 2 . 0% to 10. 2 % between existing and proposed conditions due to Weld County considering solar facilities to be partially impervious, however all ground below the panels will still remain pervious so the site runoff is considered conservative . The existing imperviousness was determined as 2% as the existing landcover is entirely composed of undeveloped agricultural area. The proposed imperviousness was determined by considering all solar facility areas outside of access roads and inverter/equipment pads as 25% impervious, gravel access roads as 40% impervious, and paved areas/inverters and equipment pads as i00% impervious . The offsite contributing drainage area was also considered 2% as it Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS South Platte Solar LLC July 18, 2023 should remain an undeveloped agricultural area. A summary of the proposed areas and associated imperviousness can be seen in Table 1 below. TABLE 1 : PROPOSED SITE IMPERVIOUSNESS INFORMATION Landcover Type Area (acres) Imperviousness Area (acres) General Solar Facility 19 . 51 4. 88 Gravel Access Road 0. 66 0. 26 Inverter/Equipment Pad 0. 01 0. 01 Offsite Undeveloped Agricultural 37 . 54 0. 75 Total 57 . 72 5 . 90 Total imperviousness of 10 . 1% was found by dividing the total impervious area by the total site area + offsite contributing area. Stormwater Runoff Analysis A detention pond was considered as a water treatment mechanism for the site, but after much consideration was deemed unacceptable as the BMP would convert historical sheet flow drainage patterns to channelized flow out of the basin outlets . This potential impact to public infrastructure through channelized flow routed offsite that wasn't historically flowing there is not recommended and can be avoided by allowing the runoff to sheet flow across and offsite as it has in existing conditions . The Rational Method was used to determine the runoff rates for the project during the 10-year and 100-year, 1-hour storm events for the existing and proposed site conditions . These calculations can be found in Attachment 3 . Water Quality The project needs to treat the Water Quality Capture Volume (WQCV) for the added imperviousness of the project area per the USDCM Volume 3 Section 3 . The following equation and coefficients from the manual were used to calculate the WQCV for this site : WQCV = a ( (0 .91 * i3 ) — ( 1 . 19 * i2 ) + (0. 78 * i)) Where i = Total Imperviousness Ratio °0° 100 a = Coefficient corresponding to WQCV drain time (5 —) WQCV = Water Quality Capture Volume in watershed inches In this scenario, the total imperviousness ratio was 0 . 102 and the drain coefficient (a) was 1 . 0 based on a 40-hour drain time in table 5-14 of the Weld County Engineering & Construction Criteria. With an overall WQCV of 0 . 068 watershed inches calculated through this equation, and applied over the 57.72 acre contributing drainage area, as well as a 1 . 2 factor of safety, the WQCV for the site is 0 .39 acre-feet. This storage volume would be considered in any potential basin design with a minimum drain time of 40 hours, however a basin is not recommended on this site due to the potential impact on public infrastructure and other considerations discussed below. Instead, this WQCV will be treated by the water running through the site vegetation. Drainage Improvements Although a detention basin is not recommended on site, drainage improvements onsite include additional vegetative filter to treat and slow runoff through proposed meadow grass, treatment 3 I Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS South Platte Solar LLC July 18, 2023 through impervious surface disconnection, and minimal grading so as to not modify onsite drainage patterns. A solar project differs greatly from other commercial or residential developments. When constructed, the panels will be mounted above the ground with a low maintenance perennial meadow grass growing below. Due to the area between and beneath the panels being vegetated, the site will allow for infiltration in all areas of the solar facility excluding piles, access roads, and equipment pads. The minimal grading onsite is designed to maintain existing drainage patterns. Access roads are installed at grade and allow for runoff to sheet flow through the proposed meadow cover which provides treatment and, in some cases, runoff reduction . The proposed vegetation often slows the runoff and allows for water to filter into the soils for treatment. As shown in the runoff calculation spreadsheet in Attachment 3, the runoff increases by less than o .3 cfs from existing to proposed conditions during the 10-year, i-hour storm, and runoff decreases from existing to proposed conditions during the 100-year, i-hour storm . Runoff rates are shown in Table 2 below. TABLE 2 : EXISTING AND PROPOSED RUNOFF RATES 10-Year 100-Year Condition Storm Storm Existing Runoff (cfs) 9 . 04 35 . 04 Proposed Runoff (cfs) 9 . 28 33 .40 Adjacent Areas The Godfrey Ditch flows from west to east along the northern border of the site . This ditch prevents most offsite runoff from the north from entering the site. Offsite runoff from west of the site is unrestricted and flows from west to east through the western boundary. The offsite flows are included in the rational method runoff calculations. Onsite Soils The soils for this project site are classified as hydrologic soil group (HSG) D (Attachment 4) . The soil type found in the project site is Aquolls and Aquents, gravelly substratum . For the sake of this project, all soils onsite have been modeled as HSG type D. This soil information is based on the Natural Resources Conservation Service (NRCS) National Cooperative Soil Survey. The runoff coefficient typically referred to as a "C" value in Attachment 3 is larger in proposed conditions than in existing conditions. Offsite Soils The soils within the offsite contributing drainage are to the site are classified as HSG D, the soil type remaining consistent with onsite soils as Aquolls and Aquents gravelly substratum . This soil information is based on the Natural Resources Conservation Service (NRCS) National Cooperative Soil Survey. 4 I Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS South Platte Solar LLC July 18, 2023 Methodologies Used for Drainage Report and Analysis Existing and proposed discharge rates were calculated using the Rational Method. The Rational Method uses a runoff coefficient which is commonly referred to as a C value. This is not a soil type, but a value used to describe runoff rates of different land covers. Rainfall data was obtained from NOAA Atlas 14 (Attachment 2) . According to Sec. 8-11-40 of the Charter and County Code of Weld County, Colorado, there are exceptions to stormwater detention under varying circumstances . A basin was considered onsite and deemed potentially hazardous to public infrastructure due to conversion of historical sheet flow during existing conditions to proposed channelized flow out of the basin . Using the rational method spreadsheets provided by Weld County, an increase in runoff during the 1O -year, i-hour storm event of less than o .3 cfs and a decrease in runoff during the 1OO-year, i-hour storm event are exhibited from existing to proposed conditions. Taking these factors into consideration, along with utilization of Low Impact Development (LID) techniques, a stormwater detention variance is being requested for the site under item 13 of the exceptions : "A parcel greater than five (5) gross acres in size is allowed a onetime exception for a new four thousand five hundred (4,500) sq. ft. building or equivalent imperviousness. " Although the site technically contains o . 66 acres of proposed access road and 0 . 01 acres of proposed inverters/equipment pads, totaling 29 , 185 square feet of proposed impervious cover, surface disconnection of the impervious surfaces promotes treatment through overland flow runoff through proposed meadow grass as a treatment and runoff reduction mechanism. In summary, a combination of LID techniques such as surface disconnection and minimal grading, along with a proven runoff reduction for the 1OO-year storm and also potential adverse impacts to public infrastructure with addition of a basin, shows that filing for a variance and allowing runoff to sheet flow as it has historically is the best option for this site . See Attachment 5 for retention variance request. Timing/ Phasing Schedule In the initial and interim stages, the contractor shall install silt fence , vehicle traction control and concrete washout at the entrance, and a stabilized staging area. In the final stage of construction, seeding, mulching, and surface roughing shall be done in all disturbed areas, and erosion control blankets shall be installed on all slopes greater than 4 : i. The contractor shall also remove the vehicle traction control, concrete washout, stabilized staging area, erosion control blanket, and silt fence in the final stages of construction. BMP Installation, Inspection , and Removal BMPs will be installed prior to project construction, except for the BMPs in the final stage . BMPs will be inspected weekly and as required by the County through project completion by the contractor. BMPs will be maintained and remain in place at least until construction is finished and the site is vegetated. Once all exposed areas have been covered, the BMPs may be removed. Since the project does not include any other disturbance, no additional site stabilization is necessary and/or warranted. Permanent Stabilization The project will be seeded with the Weld County's Fertile Loamy Soil Seed Mix to establish permanent stabilization after construction activity has ceased. Reference the Temporary and Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS South Platte Solar LLC July 18, 2023 Permanent Seeding Table on page EC-2 of Chapter 7: Construction BMPs in the USDCM Manual, Volume 3 . As per the USDCM Manual, permanent seeding involves the loosening of soil, applying topsoil, drill seeding the disturbed areas to a depth not less than 1/4 inch and not to more than 3/4 inch, and crimping the seeded areas in straw mulch at a rate of 2 tons per acres to provide immediate erosion protection. Summary The proposed site will be designed to maintain its existing drainage patterns for onsite and offsite areas . LID techniques will promote infiltration and slow/reduce runoff for the 1OO -year storm. Based on the landcover conversion the site design will adequately protect public health, safety, and general welfare and will have no adverse impacts on public right-of-way or offsite properties . Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS South Platte Solar LLC July 18, 2023 References Cited National Engineering Handbook, Part 63o Hydrology. Chapter 9 Hydrologic Soil -Cover Complexes . USDA. NRCS . 210-VI-NEH , July 2004 The National Map, 1-meter DEM , Elevation Data. Retrieved April 2022, from https : //datagateway.nres .usda.gov/ Web soil survey. Retrieved July 2022, from https : //websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx NOAA, & Service, N. W. AHPS Precipitation analysis. Retrieved July 2022, from http : //water.weather.gov/ precip/download.php USGS . USGS water resources : About USGS water resources . Retrieved July 2022 , from https : //water.usgs .gov/GIS/huc.html USDA 2013 Crop Data Layer, Landcover data. Retrieved July 2022, from https : //www.nass .usda.gov/ Researchand_Science/Cropland/ SARS1a.php FEMA Flood Insurance Rate Maps . Retrieved July 2022, from https : //msc.fema.gov/portal/advanceSearch# searchresultsanchor 7 Confidential and Proprietary. TBPLS Firm #10074302 Attachment USS South Platte Solar LCC F acility Site Plan USE BY SPECIAL REVI EW PERM IT USS South Platte Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 095936000013 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 36 , Township 5 North , Range 66 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. oe� .� • ! s Oe' • tia, •• . � Z'�: : ;� 4418'� � i :'� ;: � . �, . , �. �oF`�sS� 0N A�-��\ �e�5 PREPARED FOR: VICI N ITY MAP � P � . _ � - - - � � .} � > , ;•: � ;m, , Cz:,:;�y � � � o , �•. � .c. ..^:e..i➢. Y � >L�0.r�✓ 1 � �� " , 100 N 6th St. #410B ` � - Minneapolis, MN , 55403 � 392 � � REVISIONS: \ I 85 � # DATE COMMENT � A 02/23/23 Use By Special Review 5ite Plan � 257 � � B 03/13/23 Use By Special Review Site Plan , �— , i C 04/12/23 Use By Special Review Site Plan � � � � - t �� , � _� � � � � - w � � � � `T 263 � tr _ � � "� ��S{ - " �' l^ i I ` '� ui � { . � � _ � { 34 �''" ry _ a ' GREELEY '— � > " — „ , _ ,� o , �� , � rI ,� � � ,� � 1 ` � � 34 _ � �� 257 � � �� ( � � � � � � � � J ' � � � � i � -� � � � SITE ' � � �� ,E LA SALLE � JOHNSTOWN � - � � �� - 60 - I MILLIKEN >> � - ' � � �� 85 �i? z� - � 1 " = 10,000 ' SHEET LIST TABLE SHEET NUMBER SHEET TITLE �oo � �over PROJECT LOCATION (APPROXIMATE CENTER OF SITE) C100 Existing Conditions LATITUDE = 40. 34900° N u S S S O u t h P I a tte LONGITUDE = 104.72291 ° W C200 PV Site Plan � 20 � Site Hydrology PROJECT COORDINATE SYSTEM C400 Typical Details BEARINGS & DIMENSIONS ARE BASED ON S o I a r L LC NSRS 2011 , COLORADO STATE PLANES, NORTH ZONE, US FOOT C401 Typical Details C402 Weld County - Development W e I d C o u n ty, C o I o ra d o Standards C ove r a BOARD OF COUNTY COMMISSIONERS CERTIFICATION w Y � PLANNING COMMISSION CERTIFICATION This is to certify that the Board of County Commissioners , Weld County, Colorado , does hereby confirm and adopt N this Site Specific Development Plan and Use by Special Review and the Development Standards as shown and N PROPERTY OWNER' S CERTIFICATION This is the certify that the Weld County Planning Commission has certified and does hereby recommend to the o described hereon this _ day of __ __, 20 � � The undersigned property owner(s) do(es) hereby agree to the Site Specific Development Plan and Use by Special Board of County Commissioners , Weld County, Colorado , for its confirmation , approval and adoption this Site a Review Development Standards as described hereon this day of _ ____, 20 _ Specific Development Plan and Use by Special Review as shown and described hereon this day of _ _ _ __ P RE LI M I NARY V - - 20 Chair, Board of County Commissioners � NOT FOR CONSTRUCTION � ATTEST: � o Phyllis Burkgren - -- - - � Chair, Weld County Planning Commission Weld County Clerk to the Board DATE : a 4/ / J a BY: Dated : U --- - - - -- J o eputy er to t e oar 0 � SH EET: C O O r N l7 M O O C � USE BY SPECIAL REVI EW PERM IT USS South Platte Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 095936000013 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 36 , Township 5 North , Range 66 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. ° � � �� `_, ,/. � � � ' �.��,��' � b� 7Q � � �J � � � � � �_� , , � �� . LEG EN D : � � —� \\ � EXISTING CULVERT i � � -� , / � � � � ,� � PROJECT BOUNDARY ` I� � � / ' � i� � � � � C� � � � � NON - PARTICIPATING PROPERTY � � �,�� ^ J � —� 9 �� J �o � ,� � ' � �_ �% � �, � � _ — — SECTION LINES �O� .� • ! S `� � � �. �- ' � ' �-� — — RIGHT- OF-WAY LINES � ' �' �•. / - - � � � � � ii � . _ - - 3 ' � � . � I t� i� i � , � I - - - - - - - EASEMENTLINES � : ` � � t / / r � "� s� � � � ; '� 4418'� � : � ' > � �� L\ / � � � / � � � � r � � � 90o EX. INTDERVAOL CONTOUR A '� �� J � . ... . ,_ ,, .._ .' � ':� ,..1-_-- �" . f . / � ��i<' ��p��N��• �7� , '--�i '� " ��---r—J-- ✓-� . l ' a � � - a � , N � , - � APPARENTACCESSTO � I — EX. ASPHALT ROAD CENTERLINE �c � ; Q � ; � �� _� Gd ^ '�� 1 � • � � Q° � �� COUNTY ROAD 394 I — — — — — — — sS� 0N A'�� /� �I � � I h �C� J � _� � I ` < / � /� � � � � — — — — — — — EX. GRAVEL ROAD ,�S \t � � � � �v �/ � v •. ,, es�"i" / � "" I '� ' I � POH � EX. OVERHEAD POWER LINE - i d d `�' , � � � ` `� � ' .,� I � � o � ,Q � I `� \ �,J�,"_ � ��_ I O EX. ABANDONED OIL WELL PREPARED FOR: ' , , y Qo�- , . � I ' EX. DESKTOP DELINEATED WETLAND � ,�' I �n ;- % � � I .� � �� EX. FEMA FLOOD ZONE AE � � ,...� i ,- J� � � Q�% � � : '�j � oo � � u �- _ _ _ _ _ _ = PROPOSED GAS FACILITY ACCESS ROAD BY OTHERS _ _ , _ .., ,�' , � 5 � ��/ f ; . ,� o �� I � c� PROPOSED GAS FACILITY BY OTHERS ' � ' � � �,:. � � 1 .~ EX. GROUND SLOPE ��"� � o � �� 30' OIL AND GAS EASEMENT � �� , I � � � _ _, a- ... .tr ` ,]�li 0.q�.Y d � � APPROXIMATE LOCATION � i ` , , '� � � I �� / . �� I � � � Q � � � D I \ � / � Y a I � D e � � - d v � �% '� _ v-= � �" ,,; ,- _ , I � �� - � ,� � 100 N 6th St. #410B a p _ d � v h .o , � � � . > � � � I � a Minneapolis, MN , 55403 , � ,�'�" �� 48.8 ' INGRESS/EGRESS EASEMENT I I � a � � � �� C � �� 3gA� � REvisioNs: r : . # DATE COMMENT �� ► V R Q • !� b I . A 02/23/23 Use By Special Review 5ite Plan _ � �-� p V�� _ �-, �(`I R �l l � . � k p � D / ` • !_s. � I � p � � / C �60=�` � or Q I � V B 03/13/23 Use By Special Review Site Plan � j ,��/ , � � � \-� � �> � � ! .� ` � - a I � C 04/12/23 Use By Special Review Site Plan i � �� o � — j� ! o��ii Q 4 � � I� 0 _ EXISTING FIELD � � � � o � � I I � ' ENTRANCE / � �� , _/ q �J , �. I I � � '� . � i I / �� o - : 665 / ' 0� I � � �� I I lo �I � � o � ' � � ° I � Q � � � ��.� �� , I o � � � � � CATTLE GUARD �°N I I OVER DITCH � �� I � " - . . �' _ _ ] � p � � � � � � ��a � I I � � � a f � � � � I �- � �� ,- i � I � � �� ' 5 � �� `� = _ i i ; � % i . .�� .� . _��. - � _ ;�_�.-„�- � � /J � � I J - � EXISTING CULVERT � I I ' I / 0� ' � CMP - 36 " DIA I I � J I I rC � GODFREV DITCH ' � ,. , " r�y � � � � �- c � Z O N E A E � I � � �1 � � / ,��. , .�� —�' � � I � ` .�� , :�� . •, .-. . ( � { J .:, �sy ' ' • . y � \. � � ' . ., I �1J� �• • — J I . �� I �. �n �� r� � "I i I � r� � �'� • �� I I I I � ! fy -��'"' +� � ' � � �" � .�� ,� . �r � � � � � � \ ,�{ . ` � I � { _ I � � I I �y ' >r�� , CMP ' • '� . ` � - � _ - - - � I � I � •, , . �� 12 " DIA � 1��_ • � � � � � _ I � �y � � I I I �� ' • - � � � _ � � � - � I 'I . . . - - - - - - - - - - - I � � . . � � � - 4665 _ _ _ � � � � � � I I � � � � - � � � � � - - EXISTING DIRTACCESS ROAD I I � � _ � � � I \ � � � \ ' � � � � � � � � ' - I � � � � I � - � � � � � � ABANDONED OIL WELL ' � I � I � � I I � I � � � v �66� I � ,- 1 � � � � DIRT ACCESS ROAD � I . . i -� � -�� ,,� ��, � � � � i � ` i _ � � -� ,� � � � � �'1 / � � I- I��" � � v � � D � � � � � ��' PROPOSED GAS FACILITV BV OTHERS TI TLE COMMI TMENT NO. 1637715 j � � � � o� , oo� zoo� 300� � `� �I OWNER: PHYLL /S BURKGREN � � I � � G' � � -. � ° � APN: 095936000013 I � I � � I � ao � o. � a � a i �� v a Z m � - � � "/I � � � o Z � � \'�90 �� I ➢ �! � � � � � �� ' � , m4 � _ � � / � O � 4663 I � � �� E LINE, W 1/2 I I �� SECTION 36 � ` �/ ,, , ` e\ _ T-5—N, R-66— W, 6TH PM � � � � S S S O u t h P I a t t e ; � � \; I� I � � � , Q � Il � G � � � DIRTACCESSROAD II � I q � � „5 � W LINE, W 1/2 � 1 � � Y o � � o � Solar LLC • S E C T I O N 3 6 � � � � Q ` 0 T-5-N, R-66- W, 6TH PM � � � Q ' ➢ �� ; � W � � Weld County, Colorado �%' i -� � z ;. I PROPOSED GAS FAGLITY I � I u Q � - � ACCESS ROAD BY OTHERS I I � w , � 48.8 ' INGRESS/EGRESS EASEMENT I I W � REC. 2222185 I � � � � o_ (SEE ITEM 13) � ��'., • • • • � � � � � � Existing Conditions � a f � �c �.�. , � i Y �� i o � � � i � � �� \ /� ' HAV BALES � I I M �' � o � � ' S LINE W 1 2 ALONG PROPERTY LINE C � I � v / � � SECTION 36 ' � I I � ( � T-5-N, R-66- W, 6TH PM � � . � � , . � � � � � � ��, PRELI M I NARY a �- , - � � . . , ► � \ � � . - � � � � � � ' — ', - — — � � � � � � � � � � _ � , `, _ _ X � � � �� — �� j� - NOT FOR CONSTRUCTION o � �� —� _ ��- " � `J REEVE RALPH RICHARD (HEIRS OF) � � l �-' U " E / / � - BURKGREN PHYLLIS �� APN: 105701000078 ` \ ` � �; APN: 105701000040 � e � (NOT A PAR� I �/ ✓ D DATE : O4/ � 2/ 2 0 2 3 J � � (NOT A PAR� } � � � � J ' �� (� , '' �� ' ��/,!( �� - ��- � ; a - � ' \ I � / �� l � � � � � `n c — � 0 � SHEET: m a 0 _ � USE BY SPECIAL REVI EW PERM IT USS South Platte Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 095936000013 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 36 , Township 5 North , Range 66 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. �? � o � � � � 1 , ��,,�� . . � V � <� � � � � a � r � � � PROPOSED OPTIONAL TEMPORARY ,:, C V� � � / %��i-�� LE E N D . ' � � � � AGGREGATE TO ASSIST WITH � I � � � � D l � DELIVERIES � � � i ,� � PROJECT BOUNDARY ° NON - PARTICIPATING PROPERTY �� ' � . SEE DETAIL ENT01 ON SHEET C400 � 0 ° � � � �o � '� - �� — — SECTION LINES OQ` .• • � S j � / � \ � � ei ' / " /�� -- � � — — RIGHT- OF-WAY LINES �� ' �' 'Lr�� o � � � ° � � , • � , - EASEMENT LINES , : �` r � � -� � � � , � , . % � � r'� , - � � 90o EX. INDEXCONTOUR .� 4418'� � ; � . > ` EX. INTERVAL CONTOUR � n � � � , �. � PROPOSED UTILITY POLES �4 • � � � � � � /� S � - PROPOSED SITE ACCESS TO USE A •�• � � � ,� � � � -� � � ' � - a v ` ' � • � ' � ' � — EX. ASPHALT ROAD CENTERLINE ��'' ��'••••••''�� \� � ( ` � 7 ��J C� � � I _� ,�_� ^ � a f , \ oN � I EXISTING ENTRANCE � i t�s'S� L�� —� � 1 0 � � , � J Gd ` . _ ` � � / � � . �� , - ' SEE DETAIL ENT01 ON SHEET C400 = _ _ _ _ _ = EX. GRAVEL ROAD � � A �,�g J r � , �f � o �. � c� r' / l ( � � � Q�/� •,• � , - ' ' PROPOSED CULVERT � � � POH � EX. OVERHEAD POWER LINE / C, � � � < � � d d ~ � \ � � •,: - ' I � EX. ABANDONED OIL WELL � ( � '� � S � � �_� - - � /�- � � ' � . O . PREPARED FOR: � J , Qo�- , . � � I EX. DESKTOP DELINEATED WETLAND `' �'1 � � � - ' � � - - - - - - - PROPOSED GAS FACILITY ACCESS ROAD BY OTHERS � I `.- _ _. � � �� i . � � � � � � � i f i / � i J� \ ` °� ' � EXISTING OIL AND GAS EASEMENT (TYP.) � ` -f "� PROPOSED GAS FACILITY BY OTHERS _ _ , _ .., ,�' „ . .... Q , . , � � � � ' / f ; . �'� , , - ' � � � � /� - - - - - - - - - - - - - - - PROPOSED MODULE SETBACK ; � a � � �°'�' / '�� , � - ' � �" n �. I � PROPOSED SINGLE AXIS TRACKER ?'� � 30.0 ' � �.%T � ' I _ .<_ ° n . .n.�;. d � � , PROPOSED ACCESS ROAD � >L 0.`'.� i , , � � Q � � �� ,� - ' - ` II +4 � n v PROPOSED TEMPORARY ACCESS ROAD 1 N h #41 B c� .r�` �" .� , ' � � � , 1 � EXISTING ACCESS ROAD OO 6t St. O � p � V � � _ "�� s � '3�� ' � I � I� � X PROPOSED SECURITY FENCE Minneapolis, MN , 55403 �� , �� . o A ,�- �,. -�. . � � � ' -, � � Q.� PO �' � ' � EXISTING ROAD RIGHT OF WAY (TYP.) V( � � PROPOSED ELECTRICAL EQUIPMENT ' � � � _ - N-�� , � ' � SITE ACCESS TO USE urnv PROPOSED UNDERGROUND MEDIUM VOLTAGE CABLE REVISIONS: s �v �- � , - EXISTING ACCESS ROAD � # DATE COMMENT _ n � � , �,�` , - ' � _ � oMv � PROPOSED OVERHEAD MEDIUM VOLTAGE CABLE o � D � �� " �; : r� � � ' � � -' �7 � � PROPOSED LAYDOWN YARD AND PARKING A o2/23/23 Use BySpecial Review5ite Plan p i � / �q6� �� 665 � � � ' / / 1 � Q " J ��' �� ►► �►► � PROPOSED CULVERT B 03/13/23 Use By Special Review Site Plan � ' ✓ � ' � - � � PROPOSED SITE TRAFFIC FLOW C o4/12/23 Use B S ecial Review Site Plan Q i � � � � � a \ _ /� //� / � � / , � Y P ;. . , i i� � � � 4 � � � �� ' � � Q I ° O � � / � � � � V � � a � �j � � � ' � � -' ' �. �� . . i � . . . I� u � � � - ' � �- �� - SYSTEM SPECIFICATIONS i �� r�`�� / �' \ A665 � �� I � � � i � % ' ` �4 a r � : � ' SYSTEM SIZE DC 4, 723 .9 kW 1 r, r�� /" ° O - � ' � • �� ' � � �� EXISTING INGRESS / EGRESS EASEMENT (TYP.) � ' ,,, � Q �� '� � . �� Q SYSTEM SIZE AC 3, 625 kW � Y` ' I \ i i II � N o /�°N �� I I � ,� w � D C/A C R A T I O 1 . 3 0 3 ` _ � r � , � �" v � � � PROPOSED UNDERGROUND I Q a � � � � II � � MEDIUM VOLTAGE CABLE � t-�' �� p _ , MODULE RATING 540 W � � � �< '� �• �, � 0 � � - � � �' �-� o � - � I � � . � � �� ; � '� �,� � � f7 � TOTAL MODULE QTY 8, 748 � I I . ��' � a6 � _�?�� . � � � �• '�� N T O T A L N O. 5 4 M O D U L E T R A C K E R R A C K S 2 6 I / f � � '� � I C PROPOSED SECURITY FENCE (TYP.) _ ��" � �� 1 � � SEE DETAIL FN03 AND SN01 OF SHEET C400 . �� TOTAL NO. 81 MODULE TRACKER RACKS 16 / I i � EXISTING FIELD DELINEATED WETLAND (TYP.) _ � �y �;, ��' � / � I � ' • � � - , , • , .�� PROPOSED 81 MODULE . q665 , .. � . _ _ - - �4 I � - �h . '�' - - I TOTAL NO. 108 MODULE TRACKER RACKS 56 � � , �_� �"" TRACKER RACK (TYP.) ` ` '� _ - _ I , I . _ - - � I �' }�� — s _ - - _ _ - - , � , . �,—� � _ � .�i , � - q66 - _ - I � � I ' T�l � '�� r� � GOODFREY DITCH � � - - - 20.0 ' � INTER- ROW SPACING 13 . 8 ' � - - _ - - � I � - _ - _ - I I I •'�-� .� � � - - - - - - - - - - - - - - � � - - - x x x x I� PITCH 21 . 3 ' � � . • . _ - - � 20.0 ' I , . _ - - _ - - � . �~�'_` � _ _ - - - - - - - - - - - - - - �': � I � � � I � � � •�`,�?-r' ' _ - - - _ - � � PROPOSED ACCESS GATE � oQ � X I I GCR 35 % ' � - I � I � � � � _ . , , . �\ � J � I � i � ` _ _ � � ' � � � x x x x x �� - -� " � FENCED AREA 19. 7 ACRES Q I r � � i � � i O � � i � � � X i o i I PROPOSED GAS FACILITY � } � � � > a �� x BY OTHERS � i � 0 ,� � 62 ' . _ _ , II i I g4 I I i " x � GENERAL NOTES: I I i 20 ' SIDE YARD MODULE SETBACK 4664 PROPOSED TEMPORARY I �` � 1 . INSTALLATION TO COMPLY WITH NEC 2017 ARTICLE 690 AND ALL �l i � 'I LAYDOWN YARD AND I � APPLICABLE LOCAL, STATE AND NATIONAL CODES OR REGULATIONS o' 100' zoo' 300' SITE PARKING � � �� 2 . EQUIPMENT SHALL BE LABELED PER NEC 690 AND XCEL ENERGY � � � X x � � � REGULATIONS L � � i PROJECT BOUNDARY � � 3 . 12 ' ACCESS ROADS SHALL BE DESIGNED TO ACCOMMODATE ALL e � i � � CONSTRUCTION, OPERATIONS, MAINTENANCE, AND UTILITY TRAFFIC E / � i I THROUGHOUT THE SITE. / i � 4664 `"" `"" - - `"" - `"" - � x 4. DIMENSIONS TO PROPERTY LINES AND EXISTING FEATURES ARE ' � x x x � - 50.0 ' � APPROXIMATE PENDING SURVEY. I � 20.0 ' W W W W � uMv uMyY uMv W u u � uMv W urnv 5 . THE AREA WITHIN THE SECURITY FENCE WILL BE VEGETATED WITH A ' �� 20. 0 ' � � POLLINATOR- FRIENDLY NATIVE HABITAT MIX. � i � PROPOSED ACCESS GATE 6. PROPOSED PROJECT IS WITHIN FEMA ZONE AE. V S S S O � � � P I a tte ; ` �[ / `� � x � I � J I l , G:, , PROPOSED 54 MODULE , PROPOSED ELECTRICAL EQUIPMENT (TYP.) � I i � - - ' " TRACKER RACK (TYP.) PROPOSED 12 WIDE I i I � � � � ACCESS ROAD (TYP.) I � i � S o I a r L LC 0 �� 4663 x I � �i � � �i� . ' ' ' ' � Weld County, Colorado � � x ', � ; ,�. � I PROPOSED GAS FACILITY X I � i � ': i � AUCUSUOD UYUTURU 21 . ' I � il �� ; � x 3 I � }�-��, � � 13I.8 I � � I � � � � � , � ; � PV Site Plan � � x , � � �� i � . �;-. � a �\ �� , i i � � � EXISTING FENCE TO BE ' � x • ` I � i I �� REMOVED � � i ' � 466� � I i � a I I � N �,� ) , � C � � r�� ; � �.� i , I I M O . _ ' . . . �� //A�� ` l ; I � M �� \� �� /�� \ \ / / . . � /-( ( ( \ k • I I �-y I I I �� l � � j 1 J� � � �( ) < < 3 � � ��?�� , , � � , ; �� . . . 4662 � � � ► � � _ �� , -- P R E L I M I N A RY a � i , � u , Y , , � � r , , , _ . i �l � , � a � i a � > � il � 1 � T � � NOT FOR CONSTRUCTION a ,� � � �. �� . � . � � —� � , , � �. � � :� 45 ' � � '� x - . x x x x x \ _ X '� � � - �' / � � � �-;, � • • • . �� ., , - i � �� , � � � . - _ . . .. � M - � � - - ` " - - p663 � PROPOSED 108 MODULE 5 ' � \ — — ' �' �J V � � � � / � „ ' ' 19 ' �� ' TRACKER RACK (TYP.) � �;:� � � o , � � � � • } ��20 ' REAR YARD MODULE SETBACK ' � � ,-�, � DATE : 04� � Z� Z023 � � , � -. � � � ' FEMA FLOOD ZONE X � i � ° � � � � � � � � � SHEET: m a 0 _ � USE BY SPECIAL REVI EW PERM IT USS South Platte Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 095936000013 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 36 , Township 5 North , Range 66 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. a � � � �� U r � � � • ° `^I , � , V � � � �� LEGEND : � � � a � � - � � /� , � � � � ,� ' , � �� PROJECT BOUNDARY I � \ ) � � r D e � � � � � / ! �� NON - PARTICIPATING PROPERTY � ,�� ° � � � �o � '� �. �% �, �,, � — — SECTION LINES OQ` .• • � S J v � � j � _ / ( � f,1' � � ' � � - - RIGHT- OF-WAY LINES � ' �' Z.�; o �f \ � � � �� ` �� / � ��, • � �� ' l� EASEMENT LINES � 4418'� �r • /- l . ` , / / , ' � goo EX. INDEX CONTOUR ' � '� • ` � / � � � �/ ` , - I, PROPOSED CONSTRUCTION ENTRANCE ;+m . �' n � � v " > S � �� J ,� � • v , � ' � � SEE DETAIL GD05 ON SHEET C401 EX. INTERVAL CONTOUR '��O . �. �� /, l � ,� � � J L �..� ' � r , ,/'-� - "� a � � - a QON �/ � . � , � - ' � � � ' — EX. ASPHALTROADCENTERLINE �'<cs•••••••••ti��\ � -- � 1 7 ° � � � � � � ---- C�d �� ` . _ ` � � / � J • �/ , � - ' ' � _ _ _ _ _ _ = EX. GRAVEL ROAD S� 0NA� �e�S � � �- � � r" � ( � o �� •� - ' � I � P�H EX. OVERHEAD POWER LINE r� Z v ; 4 � �� , , � � � � � � � d d � � ( � \ n � � •,:'�� - ' � I � � EX. DESKTOP DELINEATED WETLAND � � � / � \ �- � � �� ' � I - - - - - - - PROPOSED GAS FACILITY ACCESS ROAD BY OTHERS PREPARED FOR: � I , . O� � • � � � � � � � � � �_ � � PROPOSED GAS FACILITY BY OTHERS �, � � � ' � �� ' � � ' / I JJ ' \ Qoi ' �„ , - ' � I ►- PROPOSED MODULE SETBACK '� - - - - - - - - - - - - - - - , � .._ .� 1 � ��/ f ; . �'� , - ' � � � /� PROPOSED SINGLE AXIS TRACKER ' m, � ' / � � „.�! 9 , .d� � o � �°'� � , : '�� , , � ' � — PROPOSED ACCESS ROAD ' � � / // � I Q tr `'.>Tli 4'- Y d � � � . : '�T , � � " I � (J X PROPOSED SECURITY FENCE - � ; Q � � ''� �� . ,� , � � � ` I p n �S a � PROPOSED ELECTRICAL EQUIPMENT /� .r�' �. ,� r , � � � � unnv PROPOSED UNDERGROUND MEDIUM VOLTAGE CABLE 100 N 6th St. #410B b � r/ , v - "�'� �1 ' �j �-,� � - ' � � < r � oM� � PROPOSED OVERHEAD MEDIUM VOLTAGE CABLE Minneapolis, MN , 55403 d � � i � � a o � . � . � 0 -4 �-�� 3 � � �, . � , , - , � � a , _____ PROPOSED LAYDOWN YARD AND PARKING � -------- --------- I _ -`� � [ REVISIONS: s r_ O�N� , , - 0 � � � ►► �►► � PROPOSED CULVERT # DATE COMMENT _ � � � �, / � G , , - ' _, � = sF PROPOSED SILT FENCE o D � �` r � � ` � / � �' o�o � � aio PROPOSED BIOROLL A 02/23/23 Use By Special Review 5ite Plan p � ,i- � - ' ; � P / � / �q66' I' , `�665 / � Q O�'� L � I` ~ B 03/13/23 Use B S ecial Review Site Plan J 1 .48% EX. GROUND SLOPE Y p � � � � ' ✓ � ' � � - � - - - - - - - DRAINAGE AREA BOUNDARY C o4/12/23 Use By Special Review Site Plan � /� , � \ =^� "� � � QON�� ii � � � - ' � ;� Q a 4 � I o - PROPOSED ROCK ENTRANCE ✓ / i � _ � I ' I � / � � � r � � i / � / ' f�-- ` I� � ��// � � + � � � . i. � . I1 �... . < � � , , - � � I GENERAL NOTES: ; � �I r�� `'� �665 � D � i �y'- ' � � 1 . THE ENTIRETY OF THE SITE REQUIRES VEGETATION ESTABLISHMENT PRIOR �r \ � , � � �� ' p2 �( � ° TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES TO REDUCE � ;-, DISTURBANCE. VEGETATION MUST BE ESTABLISHED WITH A DENSITY OF � ,��" ' � � � �, L`� � � . N � p �y � � i v I< 70% COVERAGE. ANNUAL VEGETATION COULD BE USED FOR PROJECT �- Y` � I \ i � !o�o � � ^ _ � o DURATIONS LESS THAN ONE GROWING SEASON . PERENNIAL VEGETATION /�° �� ' I I � • ,� / N � ' ESTABLISHMENT IS NEEDED FOR PROJECT DURATIONS GREATER THAN � - Ir ' • � G � � � ONE GROWING SEASON . f / � � � � � I ,_, ��.' a 2 . PROPOSED PROJECT IS WITHIN FEMA ZONE AE. � � � `-� I� `� � � � ,��=_-, � , � . _ _ � � < � �• � ;� __ _ � _ -- � � � I � � �' � , � . 0 � `�� , � � � �� '�� . � � � � � � � ' I � /: � �. '�� . I � I I .� o � � � � � I �• � � , � I � ��'o ��i .�' �T_ I� � / i { ° EXISTING FIELD DELINEATED WETLAND (TYP.) �j. , ,�-�: .� � �"1� � ' �-�.`A' � '< I � � � - -• • • -�>- �� ,J . , � • � I � � • � I --� �'?-(� � �. _� , _. � • ,. 4665 , ��^"�� " . � � � - � � � �-• • � � � • _ � � � ��; ��'�� , ��)-;� �`" ' � � _ � � , • �' . ' 65 - ` - - - � , `�'�t 46 - _ - � ' • '-�� ' � � - � _ _ � - - � { � � � � r � -�-�'' � � DFREY DITCH � _ - _ _ I I I I � � .�_ ��y GOO — _ _ I _ � / ' — c —� SF X SFx SX XF X SF � I — — � �F I � • j I � .r . _ -� - - - - - - - - - t .►� � � � ' • ' - ' � - - - - - - - -.,.r � -�� I I I � � �� ' > �'�' ` - - - - - - � � .. � � — � � — � — � (//�\\ v, l o^ I I I � ' � - � I � V J T I J . \ \ I I \ - I / ' \ ". I � \ � i � i � SF SF SF SF � SF x / / / ,'� . O Q . \ I I � ` _ � � i � X X X X X � - - � � � �� i � o � � o � \ I I � i � � � / 1 i � � 1 O I i � x , � � � i � � � O �� N � � I � o i TI � � - - � � � � I x � � � � � I I � i 4664 � I T '� � ' I � o� � oo� zoo� 300� � � � ACCESS ROAD TO BE BUILT AT � d I � � X GRADE TO PRESERVE EXISTING 460� � � L � i DRAINAGE PATTERNS ° ` 0 I I I T I � O v k / ' I � 4664 r..., ,_..., ,...r r.... I � � I i - x I �i � x � x � i I x W M. W W W � UMV UM,�(Y UMV W Uf 2� Ufyy(� UMV W UMV � �� II ; PROPOSED CONSTRUCTION ENTRANCE ��I I � USS South Platte � � �� , SEE DETAIL GD05 ON SHEET C401 r �, � I i � � � � - �� i x � � � � ' Solar LLC � .� `� ', , ; � v i� 4663 x I � i � � ; ; � Weld County, Colorado . � � � J�� i x � � � � � i — r� n �� i X � � i �� ', I x o � I i I PROPOSED SILT FENCE (TYP.) . �� N ��_ ' � '� � � Site H drolo . �� , � � � ° x ; � �, � Y gY � � � � � � � � Q VJ \' I Y^ I I � I II Y � � � � t�` . I � . ` �° ! ¢ I I I I � . % ��c_, 66 x � I � I I II � N r- ' I , . .�' � � � . ;—�� / �.r� � . . i ,�, � m . � i � � r/ / �)�� t� o . � � . . . �� //��,r �^� � c ; i � M �� /�� V ( / \ 1 • I I I I . . � . � �� r � A / / � / A A � � , � _ _ � �� !� • . 'iil ' � . . _ � / �V A .� /� � .�Cr 3 � ..� �� . J q r`. _ _ _ _ _ _ . . - a �u , � , r , , . ; � : a - v ��.� .— _ ,_ �� 1 ,; . �� : � �fl 3� > 4662 �, , � �, � P R E L I M I N A RY _ �' � � � , � , � � � � - - � - . , ��., ; . - � ' � J-�• � � . � . - - .. � � � ; / � — � c . ,: _ _ - r . � c � . r, � _ . _. R _X X _. .. X � X ... X �� _ x � � � � � — � � ' ' - ,'- , � � i� � � � � _ _ � �� _ � ; � � � -� , � � �-� NOT FOR CONSTRUCTION . : � . . � � �,, � � / _ _ ` - - 63 `�\ / � - _ o � � �� " �6� � � ( a _ V � / o I ".�.� � � � DATE : 4 � 2 2 2 a . . �—� 0 / / 0 � Q � � } � (� � � PROPOSED FIBER LOG (TYP.) ° �� ; � . / �� 1 1 . , � i � `n � � SHEET: � � � O m a 0 _ � USE BY SPECIAL REVI EW PERM IT USS South Platte Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 095936000013 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 36 , Township 5 North , Range 66 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. CL � � ' � � / p�h � � . ! S 6 ' � 6 ' � I O�' � ta A•_: � J � J p0 / . "�� / �� / � • � w � w � 2 y� • • � Q � Q /� , - : � 4418'� � : � � N � 'I • - � � � 2% SLOPE 2% SLOPE � � � � �'9 j� � , / .o�� '�c�,'`�� . EXISTING , '— —� , EXISTING / ' � / � ��, ��F�.��....••'.�� GR�UN� '`. ' GR� UND /� � sS� ONA��e�5 CL eo� � � � � � � SITE ACCESS TO USE 6 ' 6 ' � � EXISTING ENTRANCE PREPARED FOR: � � ; � � ol J ' � � I � � ow � ,�� j � Q OPTIONAL TEMPORARY � � p � o � � EX�STING � TURNING RADIUS TO , _ _ �� w � 0 2 /o S L O P E D � ASSIST WITH DELIVERIES - ' � � ' � 2 /o SLOPE �� GROUN � , EX�STING _— � �- , — I ;_;:�� , , / / / i o ' • •� � / / I � � `� �4 GR�UN� � � ' _ .<_ n .; n.�;. L 5 � - ' � I � ' PROPOSED CONSTRUCTION 16 ' ACCESS DRIVEWAY , , - ' � , ENTRANCE �� 100 N 6t St. #410B , , � ' SEE DETAIL GD05 ON SHEET C401 Minneapolis, MN , 55403 , , , " I � , � ' REVISIONS: # DATE COMMENT � NOTES : I I A 02/23/23 Use By Special Review 5ite Plan 1 . CONTRACTOR SHALL CONSTRUCT CROSS - SLOPE ROAD SECTION WHERE ACCESS � � I B 03/13/23 Use By Special Review Site Plan ROADS ARE CONSTRUCTED ON A SIDE SLOPE, AND WHERE OTHERWISE NOTED ON � . PLANS, TO ENSURE THAT ROADS AND SHOULDERS REMAIN WELL DRAINED AT ALL � C o4/12/23 Use By Special Review Site Plan TIMES. I Westw�ood TYPICAL SOLAR ACCESS DRIVE R D 01 ��d TYPICAL SITE ENTRANCE DETAIL E N T01 1 " = 40' CORNER, TERMINAL OR CROSS MEMBER BRACE POST PULL POST IF REQUIRED 6" DIA. MIN . (TYP.) LINE POST 20.0' GATE POST TUBE STEEL FRAME ./� / ��/ I- � i LOCKABLE LATCH ;��" ' _ � � � � � � _ ��--�� \ /� i _ WOVEN WIRE FABRIC I � Z _:-:-:-.,- , -:-:-:-.,- . -.,-..-:- � �� - � : ,. l. � / I co � : - --,—:--.—:—.._�—.—..—.. � �� BRACE WIRE i I I I I I GALVANIZED WIRE MESH ./� _ i I I_ � - - - - WELDED TO FRAME - - - - - �!� _.-- . -.-: . - - -., -. -; ;. . ;-. .-- . --- . -:-. .- ; -- ;-.., -- . --- . -.. � : l l � l l l l � . �. ./ ./� �\ /� /� ` � i�. � i I I 1=1 I 1=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-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-I � �=i � �_� � �=i i �=1 I I-1 I I-1 I I-1 I I-1 I I-1 I 1=� � i=� � �—� "—" '—" '—' � �—� � �—� � �—" '—" '—" '—� � �_� i i=� I 1=1 I 1= _ _ -1 I 1=1 � �=i i �_� � �=i i i=1 I 1= _ _ = 1=' � �= _� � �_� � �=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 i-i i i-i i . GRADE � SEE FENCING COMPANY SPECIFICATIONS FOR MAX. SPACING NOTES : 1 . FENCE AND GATE TYPE TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION 2. STRUCTURAL DESIGN TO BE PROVIDED BY FENCE SUPPLIER NOTES: 3 . DIMENSIONS AND INFORMATION SHOWN ABOVE ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS AND INFORMATION TO BE PROVIDED BY 1 . FENCE AND GATE TYPE TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION MANUFACTURER/SUPPLIER 2 . STRUCTURAL DESIGN TO BE PROVIDED BY FENCE SUPPLIER 4. A KNOX PAD LOCK WILL BE PLACE ON CHAINED GATES OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS. 3 . DIMENSIONS AND INFORMATION SHOWN ABOVE ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS AND INFORMATION TO BE PROVIDED BY MANUFACTURER/SUPPLIER 5. SEE NOTES IN DETAIL FN01 ON THIS SHEET. Westw�ood TYPICAL LIVESTOCK FENCE DETAIL F N 03 �� TYPICAL LIVESTOCK FENCE VEHICLE GATE DETAIL F N 04 (NOT TO SCALE) (NOT TO SCALE) USS South Platte NOTES: � 1 . DANGER LABEL FOR SECURITY FENCE; SPACED EVERY 100 FEETAROUND So l a r L LC ° PERIMETER OF ARRAY. SIGNS SHALL BE AT LEAST 14 GAUGE GALVANIZED STEEL OR � ALUMINUM OR MINIMUM 3/32 '� THICK UV 1 ' MINC OVERT BOVE MATCH INTO EXISTING GRADE Weld Cou nty, Colorado M STABILIZED POLYCARBONATE OR 4: 1 MAX SLOPE 12' ACCESS DRIVE PLEXIGLASS WITH 20 YEAR MINIMUM LIFE MATCH INTO EXISTING H I G H VO LTAG E K E E P O U T UV RESISTANT PAINT/LAMINATE FINISH . � � �E 4: 1 MAx s �oPE DRAINAGE STRUCTURES LOCATED FASTEN TO FENCE WITH A MINIMUM OF (4) AT SITE ENTRANCE. SEE PLAN _ - GALVANIZED STEEL OR 1 /4 " NOMINAL SHEET C.200 . . � � ~ HEAVY DUTY UV STABILIZED ZIP TIES. Typ I C � I D � l � I I S M P H OTOVO LTA I C A R RAY EXISTING a � EXISTING w � GROUND CULVERT GROUND � - w - _ � AUTHORIZED PERSON N EL ON LY � a � INSTALL CULVERT TO MATCH EXISTING DITCH SLOPE, SET N M INVERT 6" BELOW DITCH BOTTOM � a � PRELI M I NARY � � � 2 � � NOT FOR CONSTRUCTION � � N l0 M O O - 04/ 12/ 2023 � DATE : o WestNwod TYPICAL DANGER LABEL FOR SECURITY FENCE S N 0 � ��d TYPICAL CULVERT SECTION VIEW G D01 a U 0 � C400 � SHEET: m a 0 _ � USE BY SPECIAL REVI EW PERM IT USS South Platte Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 095936000013 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 36 , Township 5 North , Range 66 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. 36 " WIDE FILTER FABRIC DRIVEN WOODEN 5 ' MIN STEEL/WOOD � STAKES TO BE � FLOW NOTES : PERPENDICULAR P� 0 T- POST �� 1 . FIBER ROLLS SHALL BE INSTALLED PRIOR TO UPSLOPE DISTURBANCE ACTIVITIES UNSLOPE DISTURBED TO SURFACE F�� D�' � �Q: �� . ! �' � COMMENCE . AREA/PROJECT SITE � -� p`� , ti,�, •� .� - F� 2 . FIBER ROLLS SHALL BE PREFABRICATED AND MADE FROM WEED FREE RICE �� / �oP��NP _ �� PONDING HEIGHT STRAW, FLAX, OR A SIMILAR AGRICULTURAL MATERIAL BOUND INTO A TIGHT fLOV1L FLOW � �' 4418'� `r" ' E� � . ��,��,��,��,��,;%, �° � G FILTER FABRIC, ATTACH TUBULAR ROLL BY NETTING . USE A 6 " OR 12 " DIA. ROLL. -�- -� :� �� Q P`� �%�%�%�% % � %%�T ,%�� 6 �N . �, � �S-��N "�`%?`,�i?`.�T,`�>`.%`%��` ```�``�``'`�''� SQPC SECURELY TO UPSTREAM 3 . TRENCHES SHALL BE CREATED ALONG THE SLOPE OF THE PERIMETER. THE 'o,P� : �� X f SIDE OF POST WITH TRENCH DEPTH SHOULD BE 1 /4 TO 1 /3 OF THE THICKNESS OF THE ROLL, AND THE �.� �'••.....••'��G� 3 - 501b TENSILE STRENGTH WIDTH SHOULD EQUAL THE ROLL DIAMETER, IN ORDER TO PROVIDE AREA TO �`sS� ONA�� g 5 STEEL PLASTIC ZIP -TIES PER BACKFILL THE TRENCH . � T - POST POST WITHIN TOP 8 " OF 4. STAKE FIBER ROLLS INTO THE TRENCH . DRIVE STAKES AT THE END OF EACH FIBER FABRIC ROLL AND SPACED 4 FEET MAXIMUM ON CENTER. USE WOOD STAKES WITH PREPARE� FOR: � ��_ RUNOFF NOMINAL CLASSIFICATION OF 0. 75 IN BY 0. 75 IN . AND A MINIMUM LENGTH OF 24 WRAP ENDS UPSLOPE TO STANDARD DETAIL "_" '_ , CONTAIN RUNOFF FROM �� i�� 111=111 *� � � �� SET CONSTRUCTION ENTRANCE ' - � g IN . OVERLAP ROLLS , . uiTiiiiiTi ;�': : BACK FROM PUBLIC ROAD ��N TRENCH WITH NATIVE BACKFILL 12 " MIN . �� " " ' l' 5 . ROLLS SHALL BE INSTALLED PERPENDICULAR TO WATER MOVEMENT, AND CONSTRUCTION AREA A MINIMUM 6 " }� SEE SHEET C300 M\N��,1�� ; � �� ''� � � 4 " PARALLEL TO THE SLOPE CONTOUR. UNDISTURBED AREA � J '�` � � ,�2 � , � ; FABRIC SLICED INTO SOIL 6. TURN THE ENDS OF THE FIBER ROLLS UP SLOPE TO PREVENT RUNOFF FROM ' ��;;� FODS REUSABLE CONSTRUCTION WITH COMPACTED GOING AROUND THE ROLL. THE UPSLOPE POINT SHOULD BE A MINIMUM 6 ° _ _. �- .tr .. ^:e..ig `•.>li�0.r1YY ENTRANCE INSTALLED IN A 1X5T BACKFILL HIGHER IN ELEVATION THAN THE LOW POINT. - � CONFIGURATION OR APPROVED EQUAL 7. IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE OVERLAPPED A MINIMUM OF 6 INCHES, NOT ABUTTED. 1 00 N 6th St. #41 0B 8. FIBER ROLLS ENCASED WITH PLASTIC NETTING ARE USED FOR A TEMPORARY 10. FIBER ROLLS MUST BE INSPECTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS FOR Minneapolis, MN , 55403 NOTES: NOTES : APPLICATION ONLY AND SHOULD BE REMOVED FOLLOWING STABILIZATION . THE ASSOCIATED PROJECT TYPE AND RISK LEVEL. IT IS RECOMMENDED THAT AT A MINIMUM , THE 1 . CONSTRUCTION ENTRANCE SHALL ADHERE TO CDOT REQUIREMENTS FOR VEHICLE 1 . INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT FIBER ROLLS USED IN A PERMANENT APPLICATION SHALL BE ENCASED WITH A BMPS BE INSPECTED WEEKLY, PRIOR TO FORECASTED RAIN EVENTS, DAILY DURING EXTENDED RAIN REVISIONS: TRACKING CONTROL. WHEN ACCUMULATED TO 1 /3 THE HEIGHT OF THE FABRIC OR MORE. BIODEGRADABLE MATERIAL AND MAY BE LEFT IN . EVENTS, AND AFTER THE CONCLUSION OF RAIN EVENTS . # DATE COMMENT 2. CONSTRUCTION ENTRANCE SHALL BE INSTALLED PER MANUFACTURER 2 . REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE 9. TEMPORARY INSTALLATIONS SHOULD ONLY BE REMOVED WHEN UP GRADIENT 11 . REPAIR OR REPLACE SPLIT, TORN, UNRAVELING, OR SLUMPING FIBER ROLLS. SPECIFICATIONS . SEDIMENT OFF - SITE AND CAN BE PERMANENTLY STABILIZED . AREAS ARE STABILIZED PER GENERAL PERMIT REQUIREMENTS, AND/OR 12. SEDIMENT THAT ACCUMULATES UPSLOPE OF THE BMP SHOULD BE PERIODICALLY REMOVED IN A o2/23/23 Use By Special Review 5ite Plan 3 . IF SEDIMENT TRACKING IS OBSERVED ON EXISTING PAVED ROADWAY, THE 3 . SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING POLLUTANT SOURCES NO LONGER PRESENT A HAZARD. BUT, THEY SHOULD ALSO ORDER TO MAINTAIN BMP EFFECTIVENESS . SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT B 03/13/23 Use By Special Review Site Plan CONTRACTOR SHALL SCRAPE AND SWEEP THE SURFACE . EFFICIENCY. BE REMOVED BEFORE VEGETATION BECOMES TOO MATURE SO THAT THE ACCUMULATION REACHES ONE -THIRD THE DESIGNATED SEDIMENT STORAGE DEPTH . 4. REGULAR INSPECTION AND MAINTENANCE SHALL BE PERFORMED OVER LIFE OF USE. 4. ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE REMOVAL PROCESS DOES NOT DISTURB MORE SOIL AND VEGETATION THAN IS 13 . RILLS OR GULLIES MAY BEGIN TO FORM FOLLOWING MAJOR STORM EVENTS WHERE RUNOFF HAS C o4/12/23 Use By Special Review Site Plan 5 . LENGTH MAY BE NEED TO BE EXTENDED AS NECESSARY TO IMPROVE PERFORMANCE. BOTTOM OF FABRIC IS HIGHER THAN " PONDING HEIGHT " . NECESSARY OVERTOPPED THE FIBER ROLLS . THESE RILLS OR GULLIES SHOULD BE PROMPTLY REPAIRED. Westw�ood CONSTRUCTION ENTRANCE G D0 5 ��d SILT FENCE G D03 �� TYPICAL FIBER ROLLS FOR PERIMETER CONTROL G D42 NOT TO SCALE NOTES : SPACING FOR STAPLES 4' *AN APPROVED ALTERNATE MAY BE USED* SLOPE RATIO STAPLES/YARD ° 1 . DIMENSIONS MAY VARY BASED ON MODULE SELECTED. * USE AS NEEDED* 2: 1 (H :V > 1 .2 STAPLES � � � - = �`� 2 . SOLAR EQUIPMENT TO RETAIN 1 ' OF FREEBOARD FROM THE WSE X 2 : 1 - 1 1 1 .7 STAPLES �� ' - 12 3 . NO HABITABLE STRUCTURES PROPOSED ON SITE � ,, � � ,� �� BERM �� -� -� ii �, -, -, iiii � � �" � TAMP DIRT i�\ OVER MAT/ VARIES PER MODULE SELECTED z ' - VARIES c., �,� > '. a; ��` BLANKET �, � � ` ��, N �Q ��Q�" r r /\��/\��/\/\��/j��. % / / / ' � ' _ � r �\�j\�j��` i; r � _ _, .., � _ ; r � � r r /�. ' %\��. ' " � r r j� GENERAL A A � �V RIES i�� STAPLE � Q- � �� \ � PATTERN @ j\��i�. �� 6. 5 ' ROCKACCESS MIN . 4° � � r ' \\��\\ � �� 1`�E� ��O�H � OVERLAP � �/j��/j./ � i 4' Pg��1A1ER ' URCE � CONCRETE � r � ��:'� ��' 5� 9 B v e v � WASHOUT SIGN ° ��/�`�/ � �� N N � EARTH BERM � SILT FENCE ' � � � � ��j,�// � i� NON -WOVEN GEOTEXTILE � � MULTCH & SEED � /��/ � FILTER FABRIC UNDER t t � �� TYPICAL TREATMENT NOTE5 : ,�� `� � WET SLOPE LINING TYPICAL SLOPE <i,,i, ii� ii� 1 . CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT ��, ; � -� Pg�E CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. SOIL STABILIZATION ��\,� WA1ER � ISOMETRIC VIEW IMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER. NOTES: � � � WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS . 1 . REFER TO THE PROJECT SWPPP FOR IMPLEMENTATION REQUIREMENTS . - 2 . MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE. SECTION A-A 3 . SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS . t MINIMUIM 1 ' FREEBOARD BETWEEN DRIP 4. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. WATER SURFACE ELEVATION EDGE OF PANEL AND WSE 1 . 5 ' MIN SILT FENCE 5 . LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. IMPERMEABLE LINER 6. DO NOT STRETCH . 7. BLANKET TYPE AND WEIGHT MUST BE CHOOSEN BASED ON SITE CONDITIONS AND ' MANUFACTURERS RECOMMENDATIONS . ,,. � 8. STAPLE LENGTHS SHALL CONFORM TO MANUFACTURERS RECOMMENDATIONS. Westwood TYPICAL TRACKER PANEL PROFILE VIEWS TRK01 �� CONCRETE WASHOUT AREA G D0V W��d TURF REINOFORCEMEONTIMATS FOR S OPES G D21 NOTES : SILT FENCE OR OTHER PS� � PS� � Psc1 1 . DIMENSIONS MAY VARY BASED ON INVERTER AND ELECTRICAL EQUIPMENT SELECTED. APPROVED PERIMETER � 2 . SOLAR EQUIPMENT TO RETAIN 1 ' OF FREEBOARD FROM THE WSE . SEDIMENT CONTROL s� 3 . NO HABITABLE STRUCTURES PROPOSED ON SITE. 3 ' MIN ELECTRICAL EQUIPMENT �� V S S S O � � � P I a tte STRING INVERTER � . . . . . � � STOCKPILE : . : ;. . . : . : . . ::. . . :..: � A a � Solar LLC , � ` / esG Weld County, Colorado a ; . . o � A� / PSc FINAL `�` � Qs� FINISHED ` Psc GRADE PLAN VIEW ' MAX SLOPE SILT FENCE OR OTHER Typ i ca I Deta i I s 1 MIN . FREEBOARD a WATER SURFACE 2 APPROVED PERIMETER i ELEVATION � SEDIMENT CONTROL w � � � m N � M � "' z 1 ' MIN . FREEBOARD N � PRELI M I NARY a WATER SURFACE ELEVATION � ��` SECTION A-A o � RA ° E � \/ ;\\�;�\�;�\�;�\�;�\`;\\j , NOTEs : NOT FOR CONSTRUCTION M /�� /�' �� /��. / 1 . SOIL STOCKPILES SHALL BE LOCATED ON SITE AND BE ENCLOSED WITH SILT FENCE OR 0 � OTHER APPROVED PERIMETER SEDIMENT CONTROL. IF THE SOIL IS TO REMAIN � TYPICAL STRING INVERTER TYPICAL EQUIPMENT PAD 04/ 12/ 2023 � EXPOSED FOR MORE THAN 7 DAYS, IT SHALL BE HAND BROADCASTED AND MULCHED DATE : Q ACCORDING TO THE NPDES PERMIT. J � I N \ / 01 SS0 � SHEET: � � O 1 N Westwood TYPICAL INVERTER AND EQUIPMENT PAD PROFILE VIEWS V Westwood SOIL STOCKPILE PROTECTION � o NOT TO SCALE 0 i c � USE BY SPECIAL REVI EW PERM IT USS South Platte Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 095936000013 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 36 , Township 5 North , Range 66 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. DEVELOPMENT STANDARDS 1 . A Site Specific Development Plan and Use by Special Review, USR21 - 0007, for a Medium Scale 17 . Fugitive dust and fugitive particulate emissions shall be controlled throughout the duration of 33 . RIGHT TO EXTRACT MINERAL RESOURCES STATEMENT: Weld County has some of the most Solar Facility outside of subdivisions and historic townsites in the A (Agricultural ) Zone District subject construction of the facility. ( Department of Public Health and Environment) abundant mineral resources, including , but not limited to, sand and gravel , oil , natural gas, and o to the Development Standards stated hereon . ( Department of Planning Services) coal . Under title 34 of the Colorado Revised Statutes, minerals are vital resources because (a ) the �o� ,. . � s 18 . The operation shall comply with all applicable rules and regulations of State and Federal agencies state ' s commercial mineral deposits are essential to the state ' s economy; ( b) the populous counties ° ' �' ��; 2 . Approval of this plan may create a vested property right pursuant to Section 23 - 8 - 10 of the Weld and the Weld County Code . ( Department of Public Health and Environment) of the state face a critical shortage of such deposits; and (c) such deposits should be extracted ' 44186 r : � u, m . County Code . ( Department of Planning Services) according to a rational plan , calculated to avoid waste of such deposits and cause the least ,�;� �.� � practicable disruption of the ecology and quality of life of the citizens of the populous counties of the �o�'••..,..,...••'�� 19 . The property owner or operator shall be responsible for controlling noxious weeds on the site, � � 3 . The facility is unmanned and will operate 24 hours per day, year round , according to the application pursuant to Chapter 15 , Article I and II , of the Weld County Code . ( Department of Public Works) state . sS� o � A'��e�g materials . ( Department of Planning Services) 20 . The access to the site shall be maintained to mitigate any impacts to the public road , including PREPARED FOR: 4 . The site shall be maintained in accordance with the accepted Property Maintenance Plan and damages and/or off- site tracking . ( Department of Public Works) Mineral resource locations are widespread throughout the County and people moving into these accepted Decommissioning and Reclamation Plan . ( Department of Planning Services) areas must recognize the various impacts associated with this development . Often times, mineral resource sites are fixed to their eo ra hical and eo h sical locations . Moreover, these resources � _ , _ � J}� : � � 21 . Weld County will not replace overlapping easements located within existing right - of-way or pay to 9 9 p 9 P Y 5 . No outdoor storage of any materials and equipment including , but not limited to, solar panels and relocate existing utilities within the existing County right - of-way. ( Department of Public Works) are protected property rights and mineral owners should be afforded the opportunity to extract the ` �?�; °.. . �� support structures not in operation will be allowed . ( Department of Planning Services) mineral resource . =- "- � °:'°`°0.�=�" � 22 . There shall be no parking or staging of vehicles on public roads . On - site parking shall be utilized . 6 . No equipment associated with the solar facility shall be located within thirty (30) feet of the boundary ( Department of Public Works) 34 . WELD COUNTY ' S RIGHT TO FARM STATEMENT: Weld County is one of the most productive 100 N 6th St. #410B of adjacent properties, irrigation ditches and/or rights - of-way. ( Department of Planning Services) agricultural counties in the United States, typically ranking in the top ten counties in the country in Minneapolis, MN , 55403 23 . The historical flow patterns and runoff amounts on the site will be maintained . ( Department of Public total market value of agricultural products sold . The rural areas of Weld County may be open and REVISIONS: 7 . The existing and proposed fencing shall be maintained . ( Department of Planning Services) Works) spacious, but they are intensively used for agriculture . Persons moving into a rural area must # DATE COMMENT recognize and accept there are drawbacks, including conflicts with long - standing agricultural A 02/23/23 Use By Special Review 5ite Plan 8 . All signs shall adhere to Section 23 - 2 - 240 .A . 12 , Chapter 23 , Article IV, Division 2 and Appendices 24 . Weld County is not responsible for the maintenance of on - site drainage related features . ( Department practices and a lower level of services than in town . Along with the drawbacks come the incentives B 03/13/23 Use By Special Review Site Plan 23 - C , 23 - D and 23 - E of the Weld County Code . ( Department of Planning Services) of Public Works) which attract urban dwellers to relocate to rural areas : open views, spaciousness, wildlife, lack of city C 04/12/23 Use By Special Review Site Plan noise and congestion , and the rural atmosphere and way of life . Without neighboring farms, those 9 . Sources of light shall be shielded so that light rays will not shine directly onto adjacent properties 25 . Building permits shall be required for any new construction or setup of a manufactured structure features which attract urban dwellers to rural Weld County would quickly be gone forever. where such would cause a nuisance or interfere with the use on the adjacent properties in ( buildings and/or structures) per Section 29 - 3 - 10 of the Weld County Code . A building permit accordance with the plan . Neither the direct, nor reflected , light from any light source may create a application must be completed and submitted . Buildings and structures shall conform to the Agricultural users of the land should not be expected to change their long - established agricultural traffic hazard to operators of motor vehicles on public or private streets . No colored lights may be requirements of Chapter 29 of the Weld County Code , and the adopted codes at the time of permit practices to accommodate the intrusions of urban users into a rural area . Well - run agricultural used which may be confused with , or construed as, traffic control devices . ( Department of Planning application . Currently, the following have been adopted by Weld County: 2018 International Building activities will generate off- site impacts, including noise from tractors and equipment; slow - moving Services) Codes; 2018 International Energy Code; 2020 National Electrical Code . ( Department of Building farm vehicles on rural roads; dust from animal pens, field work, harvest and gravel roads; odor from Inspection ) animal confinement, silage and manure; smoke from ditch burning ; flies and mosquitoes; hunting and 10 . The property owner or operator shall provide written evidence of an approved Emergency Action and trapping activities; shooting sports, legal hazing of nuisance wildlife; and the use of pesticides and Safety Plan on or before March 15th of any given year signed by representatives of the Fire 26 . The property owner or operator shall be responsible for complying with the Design and Operation fertilizers in the fields, including the use of aerial spraying . It is common practice for agricultural Department and the Weld County Office of Emergency Management to the Department of Planning Standards of Chapter 23 of the Weld County Code . ( Department of Planning Services) producers to utilize an accumulation of agricultural machinery and supplies to assist in their Services . (Office of Emergency Management) agricultural operations . A concentration of miscellaneous agricultural materials often produces a 27 . Necessary personnel from the Weld County Departments of Planning Services, Public Works, and visual disparity between rural and urban areas of the County. Section 35 - 3 . 5 - 102, C . R. S ., provides 11 . A Flood Hazard Development Permit is required for all construction or development occurring in the Public Health and Environment shall be granted access onto the property at any reasonable time in that an agricultural operation shall not be found to be a public or private nuisance if the agricultural floodplain or floodway as delineated on Federal Emergency Management Agency ( FEMA) FIRM order to ensure the activities carried out on the property comply with the Conditions of Approval and operation alleged to be a nuisance employs methods or practices that are commonly or reasonably Community Panel Map #08123C - 1535E effective date January 20, 2016 ( Sand Creek Floodplain ) . Development Standards stated herein and all applicable Weld County regulations . associated with agricultural production . Any development shall comply with all applicable Weld County requirements, Colorado Water Conservation Board requirements as described in Rules and Regulations for Regulatory Floodplains 28 . The Use by Special Review area shall be limited to the plans shown hereon and governed by the Water has been , and continues to be, the lifeline for the agricultural community. It is unrealistic to in Colorado, and FEMA regulations and requirements as described in 44 CFR parts 59 , 60, and 65 . foregoing standards and all applicable Weld County regulations . Substantial changes from the plans assume that ditches and reservoirs may simply be moved " out of the way " of residential The FEMA definition of development is any man - made change to improved or unimproved real or Development Standards, as shown or stated , shall require the approval of an amendment of the development . When moving to the County, property owners and residents must realize they cannot estate, including but not limited to buildings or other structures, mining , dredging , filling , grading , Permit by the Weld County Board of County Commissioners before such changes from the plans or take water from irrigation ditches, lakes, or other structures, unless they have an adjudicated right to paving , excavation , drilling operations, or storage of equipment and materials . ( Department of Development Standards are permitted . Any other changes shall be filed in the office of the the water. Planning Services - Floodplain ) Department of Planning Services . Weld County covers a land area of approximately four thousand (4, 000) square miles in size (twice 12 . FEMA ' s floodplain boundaries may be updated at any time by FEMA. Prior to the start of any 2g . The property owner or operator shall be responsible for complying with all of the foregoing the size of the State of Delaware) with more than three thousand seven hundred ( 3 , 700) miles of development activities, the owner should contact Weld County to determine if the floodplain Development Standards . Noncompliance with any of the foregoing Development Standards may be state and County roads outside of municipalities . The sheer magnitude of the area to be served boundaries have been modified . ( Department of Planning Services - Floodplain ) reason for revocation of the Permit by the Board of County Commissioners . stretches available resources . Law enforcement is based on responses to complaints more than on patrols of the County, and the distances which must be traveled may delay all emergency responses, 13 . During construction , all liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and 30 . Chapter 23 , Article II , Section 23 - 2 - 290 .A. states : " Construction or use pursuant to approval of a Use including law enforcement, ambulance, and fire . Fire protection is usually provided by volunteers who Facilities Act, 30 - 20 - 100 . 5 , C . R. S .) shall be stored and removed for final disposal in a manner that by Special Review Permit shall be commenced within three (3 ) years from the date of approval , must leave their jobs and families to respond to emergencies . County gravel roads, no matter how protects against surface and groundwater contamination . ( Department of Public Health and unless otherwise specified by the Board of County Commissioners when issuing the original Permit, often they are bladed , will not provide the same kind of surface expected from a paved road . Snow Environment) or the Permit shall be vacated . The Director of Planning Services may grant an extension of time, for removal priorities mean that roads from subdivisions to arterials may not be cleared for several days good cause shown , upon a written request by the landowner. " after a major snowstorm . Services in rural areas, in many cases, will not be equivalent to municipal 14 . During construction , no permanent disposal of wastes shall be permitted at this site . This is not services . Rural dwellers must, by necessity, be more self- sufficient than urban dwellers . meant to include those wastes specifically excluded from the definition of a solid waste in the Solid 31 . Chapter 23 , Article II , Section 23 - 2 - 290 . B . states : "A Use by Special Review shall terminate when the Wastes Disposal Sites and Facilities Act, 30 - 20 - 100 . 5 , C . R. S . ( Department of Public Health and use is discontinued for a period of three (3 ) consecutive years, the use of the land changes or the People are exposed to different hazards in the County than in an urban or suburban setting . Farm u SS SOu 'tl''� Platte Environment) time period established by the Board of County Commissioners through the approval process equipment and oil field equipment, ponds and irrigation ditches, electrical power for pumps and expires . The landowner may notify the Department of Planning Services of a termination of the use, center pivot operations, high speed traffic, sandburs, puncture vines, territorial farm dogs and 15 . During construction , waste materials shall be handled , stored , and disposed in a manner that controls or Planning Services staff may observe that the use has been terminated . When either the livestock, and open burning present real threats . Controlling children ' s activities is important, not only S o I a r L LC fugitive dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions . Department of Planning Services is notified by the landowner, or when the Department of Planning for their safety, but also for the protection of the farmer ' s livelihood . The facility shall operate in accordance with Chapter 14, Article 1 of the Weld County Code . Services observes that the use may have been terminated , the Planner shall send certified written Weld County, Colorado ( Department of Public Health and Environment) notice to the landowner asking that the landowner request to vacate the Use by Special Review Permit . " 16 . During construction , adequate toilet facilities and handwashing units shall be provided . Portable toilets shall be serviced by a cleaner licensed in Weld County, contain hand sanitizers, be screened 32 . Chapter 23 , Article II , Section 23 - 2 - 290 . D states : " In such cases where the Use by Special Review from public view and removed when construction is completed . ( Department of Public Health and has terminated but the landowner does not agree to request to vacate the Use by Special Review We I d Co u nty — o Environment) Permit, a hearing shall be scheduled with the Board of County Commissioners to provide the Deve I o p m e nt w landowner an opportunity to request that the Use by Special Review Permit not be vacated , for good � cause shown . The landowner shall be notified at least ten ( 10) days prior to the hearing . If the Board Sta n d a rd s m N of County Commissioners determines that the Use by Special Review has terminated and no good a ; cause has been shown for continuing the permit, then the termination becomes final and the Use by a 3 Special Review Permit is vacated . " PRELI M I NARY � � � NOT FOR CONSTRUCTION , � � N l0 M O O � DATE : 04� � 2� 2 � 2 3 � a J 0 a U 0 0 � SHEET: C4 2 r N l7 M O O C � Attachment NOAA Atlas 14 Rainfall Data 7/1 /22 , 9 :07 AM Precipitation Frequency Data Server NOAH Atlas 14, Volume 8, Version 2 _ _ , ,., Location name: La Salle, Colorado, USA , , north TN, Latitude : 40.3493°, Longitude : -104.7224° I . `) 11 k Elevation : 4662.94 ft „ * source: ESRI Maps � �, _ } ** source: USGS " POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Michael Yekta, Geoffery Bonnin NOAA, National Weather Service, Silver Spring, Maryland PF tabular I PF graphical I Maps &_aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals ( in inches)1 Average recurrence interval (years) l Duration - - - - - 1 2 5 10 25 50 100 _ 200 500 1000 5-min 0.241 0.292 0.388 0.483 0.634 0.767 0.915 1 .08 1 .32 1 .52 (0. 199-0.296) (0.240-0.358) (0.319-0.478) (0.393-0.598) (0.504-0.847) (0.587-1 .03) (0.669-1 .27) (0.748-1 .55) (0.870-1 .96) (0.962-2.26) 10-min 0.354 0.427 0.569 0.707 0.929 ° 1 . 12 ° 1 .34 1 .58 1 .93 2.23 10-minj (0.292-0.433) (0.352-a524) { (0.466-0.700) (0.576-0.875) (0.737-1.24) (0.859-1 .52) (0.979-1 .86) (1 . 10-2.27) (1 .27-2.87) (1 .41 -3.32) 15-min 0.431 0.521 0.694 0.862 1 .13 1 .37 1 .63 1 .93 2.36 ' 2.71 i (0.356-0.528) (0.429-0.638) (0.569-0.854) (0.702-1 .07) ' (0.899-1 .51 ) (1 .05-1 .85) (1 . 19-2.27) (1 .34-2.77) (1 .55-3.49) (1 .72-4.04) 30-min 0.578 0.696 0.927 1 . 15 1 .52 1 .84 I 2. 19 2.60 3. 18 3.66 (0.477-0.708) (0.573-0.854) i (0.760-1 . 14) i (0.939-1 .43) (1 .21 -2.03) (1 .41 -2.48) i (1 .61 -3.05) (1 .80-3.73) (2. 10-4.71 ) (2.32-5.46) 60-min 0.718 0.852 ° 1 . 12 1 .40 ' 1 .86 2.27 2.73 3.25 4.02 4.67 (0.592-0.879); (0.701 -1 .04) a (0.922-1 .38) (1 . 14-1 .73) (1 .48-2.50) (1 .74-3.07) (2.00-3.81 ) (2.26-4.68) (2 .65-5.98) (2 .95-6.96) 2-hr 0.857 i 1 .01 fl 1 .32 1 .65 2.20 2.70 3.26 3.91 4.87 5.67 (0.712-1 .04)J (0.835-1 .23) (1 .09-1 .61 ) (1 .35-2.02) (1 .77-2.94) (2.09-3.63) (2.41 -4.52) (2.74-5.58) (3.25-7. 16) (3.63-8.36) 3-hr 0.940 1 .09 1 .42 1 .77 2.37 2.91 3.54 4.25 5.32 6.22 (0.784-1 . 14) (0.909-1 .32) (1 . 18-1 .73) (1 .46-2. 16) (1 .92-3. 16) (2.27-3.91 ) (2.63-4.88) (3.00-6.05) (3.57-7.79) (4.00-9. 11 ) 6-hr 1 .09 1 .27 ! 1 .65 2.05 2.70 3.29 3.96 4.72 5.84 6.78 (0.911 -1 .30) i (1 .07-1 .53) i (1 .38-1 .99) 1 (1 .70-2.48) (2.20-3.55) (2.58-4.36) V (2.97-5.39) (3.36-6.62) (3.96-8.44) (4.41 -9.82) 12-hr 1 .27 1 .51 y 1 .96 2.39 I 3.08 3.67 ' 4.33 5.06 6. 12 6.99 (1 .07-1 .51 ) (1 .27-1 .80) (1 .65-2.34) (2 .00-2. 87) (2 .51 -3.96) (2.89-4.77) (3.26-5.79) i (3.62-6.98) (4. 18-8.71 ) (4.59-10.0) 24-hr 1 .51 1 .78 2.28 2.74 3.45 4.06 4.73 5.46 6.50 7.36 (1 .29-1 .79) (1 .52-2. 10) j (1 .93-2.70) (2.30-3.26) (2.82-4.37) (3.21 -5.20) 1 (3.59-6.23) (3.94-7.42) (4.48-9.13) (4.89-10.4) 2-da 1 .74 I 2.06 2.63 3. 13 3.88 4.50 5. 16 5.87 6.87 7.67 I y (1 .49-2.04) I (1 .77-2.41 ) y (2.24-3.08) (2.65-3.70) ' (3. 18-4.82) (3.58-5.68) y (3.94-6.70) (4.27-7.87) (4.77-9.50) (5. 15-10.7) 1 3-da 1 .91 2.23 I 2.80 I 3.31 ° 4.06 4.69 ° 5.36 6.07 i 7.08 7.89 y (1 .64-2.22) (1 .92-2.60) (2 .40-3.27) (2 .81 -3.89) (3.35-5.02) (3.75-5.88) (4. 11 -6.91 ) (4.44-8.09) (4.95-9.73) (5.33-11 .0) 4 day 2.03 2.36 2.94 3.46 4.22 4.85 5.52 6.24 7.25 8.06 1 (1 .75-2.36) (2.04-2.74)i (2.52-3.42) (2.95-4.04) I (3.49-5. 19) (3.89-6.05) Y (4.26-7.09) (4.58-8.27) (5.09-9.91 ) (5.47-11 .2) 7-da 2.31 2.69 3.35 3.91 4.72 5.36 6.03 6.72 7.68 8.43 I y (2.00-2.66) (2.34-3. 11 ) I (2.89-3.87) 1 (3.36-4.55) (3.90-5.72) (4.32-6.60) 1 (4.67-7.63) (4.96-8.79) (5.42-10.4) (5.77-11 .6) i 10-da 2.55 2.98 ° 3.70 4.30 F 5. 14 5.80 6.46 ' 7. 14 8.06 8.76 y (2.22-2.92) (2 .60-3.42) (3.21 -4.26) (3.71 -4.98) (4.26-6. 17) (4.68-7.08) (5.02-8. 12) (5.29-9.26) (5.71 -10.8) , (6.03-11 .9) 20-day 3.25 3.77 4.60 5.27 6.20 6.90 7.59 8.28 9. 18 I 9.85 (2 .86-3.70) (3.30-4.29) (4.01 -5.24) (4.58-6.05) (5. 16-7.33) (5.61 -8.30) (5.94-9.40) (6. 19-10.6) (6.57-12. 1 ) _(6.86-13.3) r 30-da 3.82 4.39 5.31 6.06 7.07 7.82 8.55 9.28 10.2 10.9 1 y (3.37-4.32) (3.87-4.97) (4.66-6.03) (5.28-6.92) (5.91 -8.30) (6.39-9.35) (6.73-10.5) (6.97-11 .8) (7.36-13.4) [(7.65-14.6) 1 45-da 4.49 5. 16 ° 6.23 7.09 8.22 r 9.06 9.87 10.7 11 .7 12.4 y (3.97-5.05) (4.56-5.81 ) a (5.49-7.04) (6.20-8.04) (6.90-9.59) (7.43-10.8) (7.80-12.0) (8.05-13.4) (8.44-15. 1 ) (8.74-16.4) 60-da 5.03 5.80 y 7.02 7.99 9.26 10.2 11 .1 11 .9 13.0 1 13.7 y (4.47-5.64) (5. 15-6.51 ) (6.21 -7.90) (7.02-9.03) (7.79-10.7) (8.38-12.0) (8.78-13.4) I (9.03-14.9) (9.43-16.7) (9.73-18. 1 ) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5% . Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical https://hdsc. nws . noaa. gov/hdsc/pfds/pfds_printpage . html?lat=40.3493&Ion=-104. 7224&data=depth&units=english&series=pds 1 /4 7/1 /22 , 9 :07 AM Precipitation Frequency Data Server DS - based :_depth- rdI-ar-ation -frequenc ( DD Fit rveci Latitude .• 40 . 34 a3 - 1 Longitude : - 104. 7224° 14 I O I 0 I I I __,I _1._I 1 II I 4 I I I I 1 / I e 1 . . • I ♦ • • • 1 ; 1 /��Y recurrence 1 qt•Y.� i a • e a I e a i I i i C". .If f.1ye- reculrrenc�e I I 1 1 i 1 t I 1 1 I 1 1 I I • • • . • I . • 3 . ♦ • • . • 1 1 2 • - . . . _ . - . L . . . . : _ . _ I • J $ - . _ .I. . - - . - O. . . . . . L . . .1. . .r .. . . I I I. . .. . - 1 interval i . i • • • • i i . f : (years) • . 1 s 1 • i • . Y • • I 1 . . • ( p ars) • 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I _ - - : s / t - : s : 1 • 1 • I e _e I a 1 a 1 i. I e i ' • e _ 1 _ . 1 1 . . 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I 1 - '� 1 • — -hr — 3rd-r ay 2 : . tea -�- _ _ .. _T . ' .a— I - - — _ ; _ — • • - I6-hr I I I I I I - 24-hr 0 1 2 5 10 25 50 100 200 500 1000 Average recurrence interval (years) NOAA Atlas 14„ Volume , Version 2 Created (GMT) : Fri Jul 1 14:07 :35 2022 Back to Top Maps & aerials Small scale terrain https://hdsc. nws . noaa. gov/hdsc/pfds/pfds_printpage . html?lat=40.3493&Ion=-104. 7224&data=depth&units=english&series=pds 2/4 7/1 /22 , 9 :07 AM Precipitation Frequency Data Server /7/41. set /4' ' Evans , aff ' ; O61 - reel:" P/;L t5` -Arac i _, 'l '1I. /''4r . • I Si, a! le ; /itartrece*r-'ers.%----7 / I iliC . 3km fi ' � 2mi Large scale terrain [ - M .z rri (414 sf� 1 • rte tr. -bi, Cheyenne, _„-- , - _ FortColl ins LGree1ey Ls in 1.:. Peat/ . 1 -V-.5i in . • Loni_ vont B !Adder* I DenverU # Fv iJ 100km 60mi Large scale map 1 N Sk IL..., 4:: heyennti '-- - , 7/ ."fr. Fart Collins 1 [Greeley In L: ro tiont 1- a r — --.0%,..jemi le, Mr .,100km 60mi Large scale aerial https://hdsc. nws . noaa. gov/hdsc/pfds/pfds_printpage . html?lat=40.3493&Ion=-104. 7224&data=depth&units=english&series=pds 3/4 7/1 /22 , 9 :07 AM Precipitation Frequency Data Server ,.F • .1 r 'a Fort CLILU r ;- • Lori m orot • Ec1utder _ j of ni .Gtr 111. : • i k si-- • ., i 1 • • 100km , , 1 :� 60mi `.W Back to Top US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring , MD 20910 Questions?: HDSC .Questions@noaa.gov Disclaimer https://hdsc. nws . noaa. gov/hdsc/pfds/pfds_printpage . html?lat=40.3493&Ion=-104. 7224&data=depth&units=english&series=pds 4/4 Attachment 3 Rational Method Runoff Calculations Area -Weighting for Runoff Coefficient Calculation Project Title : South Platte Solar Project Catchment ID : DA-01 Proposed 10-Year Illustration _- - vas•_ _—- LEGEND : : _ _ __a' - --_______ Flow Direction =_.- Catctnn ent _ Sub :3Bottadox Instructions : For each catchment subarea , enter values for A and C . Subarea Area Runoff Product ID acres Coeff. A C* CA input input input output General Solar Facility 19 . 51 0 . 36 7 . 02 Gravel Access Road _ 0 . 66 0 . 42 0 . 28 i Inverter/Equipment Pad 0 . 01 0 . 920 . 01 Undeveloped Agricultural 37 . 54 0 . 27 10 . 14 sum: 57 . 72 sum : 17 .45 Area-Weighted Runoff Coefficient (sum CA/sum A) = 0 . 30 *See sheet " Design Info" for inperviousness-based runoff coefficient values . 2023- 07- 18 South Platte ud- rational-v1 . 02a . xls , Weighted C Proposed 10yr 7/18/2023 , 7 : 14 AM Area -Weighting for Runoff Coefficient Calculation Project Title : South Platte Solar Project Catchment ID : DA-01 Proposed 100 -Year Illustration _- - vas•_ _—- LEGEND : : _ ___a' - --_______ Flow D ir'action =_.- Catctnn ent _ Sub :3Bottadox Instructions : For each catchment subarea , enter values for A and C . Subarea Area Runoff Product ID acres Coeff. A C* CA input input input output General Solar Facility 19 . 51 0 . 56 10 . 93 Gravel Access Road _ 0 . 66 0 . 58 0 . 38 i Inverter/Equipment Pad 0 . 01 0 . 960 . 01 Undeveloped Agricultural 37 . 54 0 . 51 19 . 15 sum: 57 . 72 sum : 30 .46 Area-Weighted Runoff Coefficient (sum CA/sum A) = 0 .53 *See sheet " Design Info" for inperviousness-based runoff coefficient values . 2023- 07- 18 South Platte ud- rational-v1 . 02a . xls , Weighted C Proposed 100yr 7/18/2023 , 7 : 14 AM CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title : South Platte Solar Project Catchment ID: DA-01 Existing 10 -Year I. Catchment Hydrologic Data Catchment ID = DA-01 Existing Area = 57.72 Acres Percent Imperviousness = 2 . 00 % N RCS Soil Type = D A, B , C , or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td )^C3 Design Storm Return Period , Tr = 10 years (input return period for design storm) C1 = 28 . 50 (input the value of C1 ) C2= 10 . 00 (input the value of C2) C3= 0 . 786 (input the value of C3) P1 = 1 . 40 inches (input one-hr precipitation--see Sheet " Design Info") III . Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0 . 20 Overide Runoff Coefficient, C = 0 . 27 (enter an overide C value if desired , or leave blank to accept calculated C .) 5-yr. Runoff Coefficient, C-5 = 0 . 20 Overide 5-yr. Runoff Coefficient, C = 0 . 27 (enter an overide C-5 value if desired , or leave blank to accept calculated C-5.) Illustration overland LEGEND f Reach 1 flow a B eennin! Reach i �l Flow D irec do n Catc hate nt Reach :3 Bo„nd�. NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas & Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2. 5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0 . 0035 500 0 . 27 N/A 4 0. 18 47. 38 1 0 . 0020 2 , 151 5. 00 0.22 160 . 33 2 3 4 5 Sum 2 , 651 Computed Tc = 207. 71 Regional Tc = 24. 73 User-Entered Tc = 207. 71 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 0. 58 inch/hr Peak Flowrate , Qp = 9. 04 cfs Rainfall Intensity at Regional Tc, I = 2. 45 inch/hr Peak Flowrate, Qp = 38 . 25 cfs Rainfall Intensity at User-Defined Tc, I = 0. 58 inch/hr Peak Flowrate, Qp = 9. 04 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. 2023-04- 10 South Platte ud-rational-v1 . 02a.xls , 10-Year Existing 4/ 11 /2023 , 9: 21 AM CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title : South Platte Solar Project Catchment ID: DA-01 Proposed 10-Year I. Catchment Hydrologic Data Catchment ID = DA-01 Proposed Area = 57.72 Acres Percent Imperviousness = 10 . 20 % N RCS Soil Type = D A, B , C , or D II. Rainfall Information I (inch/hr) = Cl * P1 /(C2 + Td )^C3 Design Storm Return Period , Tr = 10 years (input return period for design storm) C1 = 28 . 50 (input the value of C1 ) C2= 10 . 00 (input the value of C2) C3= 0 . 786 (input the value of C3) P1 = 1 . 40 inches (input one-hr precipitation--see Sheet " Design Info") III . Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0 . 20 Overide Runoff Coefficient, C = 0 . 30 (enter an overide C value if desired , or leave blank to accept calculated C .) 5-yr. Runoff Coefficient, C-5 = 0 . 20 Overide 5-yr. Runoff Coefficient, C = 0 . 30 (enter an overide C-5 value if desired , or leave blank to accept calculated C-5.) Illustration overland LEGEND f Reach 1 flow a B eennin! Reach i �l Flow D irec do n Catc hate nt Reach :3 Bo„nd�. NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas & Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2. 5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0 . 0035 500 0 . 30 N/A 0. 18 45 . 67 1 0 . 0020 2 , 151 4. 33 0. 19 185 . 13 2 3 4 5 Sum 2 , 651 Computed Tc = 230 . 80 Regional Tc = 24. 73 User-Entered Tc = 230 . 80 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 0. 54 inch/hr Peak Flowrate , Qp = 9. 28 cfs Rainfall Intensity at Regional Tc, I = 2. 45 inch/hr Peak Flowrate, Qp = 42 . 50 cfs Rainfall Intensity at User-Defined Tc, I = 0. 54 inch/hr Peak Flowrate, Qp = 9. 28 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. 2023-04- 10 South Platte ud-rational-v1 . 02a.xls , 10-Year Proposed 4/ 11 /2023 , 9: 21 AM CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title : South Platte Solar Project Catchment ID: DA-01 Existing 100 -Year I. Catchment Hydrologic Data Catchment ID = DA-01 Existing Area = 57.72 Acres Percent Imperviousness = 2 . 00 % N RCS Soil Type = D A, B , C , or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td )^C3 Design Storm Return Period , Tr = 100 years (input return period for design storm) C1 = 28 . 50 (input the value of C1 ) C2= 10 . 00 (input the value of C2) C3= 0 . 786 (input the value of C3) P1 = 2 . 73 inches (input one-hr precipitation--see Sheet " Design Info") III . Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0 . 20 Overide Runoff Coefficient, C = 0 . 51 (enter an overide C value if desired , or leave blank to accept calculated C .) 5-yr. Runoff Coefficient, C-5 = 0 . 20 Overide 5-yr. Runoff Coefficient, C = 0 . 51 (enter an overide C-5 value if desired , or leave blank to accept calculated C-5.) Illustration overland LEGEND f Reach 1 flow a B eennin! Reach i �l Flow D irec do n Catc hate nt Reach :3 Bo„nd�. NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas & Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2. 5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0 . 0035 500 0 . 51 N/A 4 0.25 4 33 . 68 1 0 . 0020 2 , 151 5. 00 0.22 160 . 33 2 3 4 5 Sum 2 , 651 Computed Tc = 194. 01 Regional Tc = 24. 73 User-Entered Tc = 194. 01 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 1 . 19 inch/hr Peak Flowrate , Qp = 35 . 04 cfs Rainfall Intensity at Regional Tc, I = 4. 79 inch/hr Peak Flowrate, Qp = 140 . 90 cfs Rainfall Intensity at User-Defined Tc, I = 1 . 19 inch/hr Peak Flowrate, Qp = 35. 04 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. 2023-04- 10 South Platte ud-rational-v1 . 02a.xls , 100-Year Existing 4/ 11 /2023 , 9: 21 AM CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title : South Platte Solar Project Catchment ID: DA-01 Proposed 100-Year I. Catchment Hydrologic Data Catchment ID = DA-01 Proposed Area = 57.72 Acres Percent Imperviousness = 10 . 20 % N RCS Soil Type = D A, B , C , or D II. Rainfall Information I (inch/hr) = Cl * P1 /(C2 + Td )^C3 Design Storm Return Period , Tr = 100 years (input return period for design storm) C1 = 28 . 50 (input the value of C1 ) C2= 10 . 00 (input the value of C2) C3= 0 . 786 (input the value of C3) P1 = 2 . 73 inches (input one-hr precipitation--see Sheet " Design Info") III . Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0 . 20 Overide Runoff Coefficient, C = 0 . 53 (enter an overide C value if desired , or leave blank to accept calculated C .) 5-yr. Runoff Coefficient, C-5 = 0 . 20 Overide 5-yr. Runoff Coefficient, C = 0 . 53 (enter an overide C-5 value if desired , or leave blank to accept calculated C-5.) Illustration overland LEGEND f Reach 1 flow a B eennin! Reach i �l Flow D irec do n Catc hate nt Reach :3 Bo„nd�. NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas & Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2. 5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0 . 0035 500 0 . 53 N/A 0.26 32 . 54 1 0 . 0020 2 , 151 4. 33 0. 19 185 . 13 2 3 4 5 Sum 2 , 651 Computed Tc = 217. 67 Regional Tc = 24. 73 User-Entered Tc = 217. 67 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 1 . 09 inch/hr Peak Flowrate , Qp = 33 . 40 cfs Rainfall Intensity at Regional Tc, I = 4. 79 inch/hr Peak Flowrate, Qp = 146 . 43 cfs Rainfall Intensity at User-Defined Tc, I = 1 . 09 inch/hr Peak Flowrate, Qp = 33. 40 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. 2023-04- 10 South Platte ud-rational-v1 . 02a.xls , 100-Year Proposed 4/ 11 /2023 , 9: 22 AM Attachment 4 USDA Web Soil Survey Map Hydrologic Soil Group—Weld County, Colorado, Southern Part Ln Q1 M 1,-) O O 522900 523000 523100 523200 523300 523400 523500 523600 523700 523800 40° 21' T' N MrI I _ _: 40° 21' T' N ilksi111 444! ` :4 c -. Y e • ` \ I H • et • iikrz ✓ I� lie !' l i, 141 ' - 11 -Jr . Inill 4 - ..._`. . - asi!..*: ----2-'--- .„,...reti- TiCel f - y -I,*odeti c eV ' a, % e"`� ( - _ a- - �'r�� ►gyp 11114a *Nib t 0 ' ----- , W f : 4 . . __,...„-- 0,- . jaik ' R 5 . .! r p r I .Y allt _ i !1IFI,p 1Y: + • a.Inn I v n ill il I _irli1 fia j •t � .. _ �•. e Sic - �' R f res:— I ,. - _ -, , __ . f.. li k 1110 r Alf ./ 0 f . J4 -e= 1 ' ." . V. 4 A� ___ .4... . . _. II • 4411r, ,N, I a. w . 'j Y� 'p .J" -61 i ,../ • P. i l Ma p► may nit i i. fa , : * ��, 4: ., ,� � , �� 1• f 34, -__k_ i_ 522900 523000 523100 523200 523300 523400 523500 523600 523700 523800 Map Scale: 1 :4,630 if printed on A landscape (11" x 8.5") sheet in Meters N 0 50 100 200 300 a,, Feet A0 200 400 800 1200 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 ,b Natural Resources Web Soil Survey 2/21 /2023 Conservation Service National Cooperative Soil Survey Page 1 of 4 Hydrologic Soil Group—Weld County, Colorado, Southern Part MAP LEGEND MAP INFORMATION Area of Interest (AO!) ® C The soil surveys that comprise your AOI were mapped at Area of Interest (AOI ) 1 : 24 ,000 . 0 C/D Soils0 D Warning : Soil Map may not be valid at this scale. Soil Rating Polygons A O Not rated or not available Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil A/D Water Features line placement. The maps do not show the small areas of Streams and Canals contrasting soils that could have been shown at a more detailed B scale . Transportation B/D Rails Please rely on the bar scale on each map sheet for map C Interstate Highways measurements. C/D US Routes Source of Map : Natural Resources Conservation Service D Web Soil Survey URL : Major Roads Coordinate System: Web Mercator (EPSG :3857) Not rated or not available Local Roads Maps from the Web Soil Survey are based on the Web Mercator Soil Rating Lines Background projection, which preserves direction and shape but distorts * A distance and area . A projection that preserves area , such as the mew Aerial Photography Albers equal-area conic projection , should be used if more A/D accurate calculations of distance or area are required . kaws B This product is generated from the USDA-NRCS certified data as BID of the version date(s) listed below. HoeC Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data : Version 21 , Sep 1 , 2022 C/D Soil map units are labeled (as space allows) for map scales kipii D 1 : 50 ,000 or larger. ise Not rated or not available Date(s) aerial images were photographed : Jun 8, 2021 —Jun 12, 2021 Soil Rating Points A The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background ® A/D imagery displayed on these maps. As a result, some minor B shifting of map unit boundaries may be evident. 0 B/D Natural Resources Web Soil Survey 2/21 /2023 aa Conservation Service National Cooperative Soil Survey Page 2 of 4 Hydrologic Soil Group—Weld County, Colorado, Southern Part Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 3 Aquolls and Aquents, D 57. 5 100 .0% gravelly substratum Totals for Area of Interest 57. 5 100.0% Description Hydrologic soil groups are based on estimates of runoff potential . Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation , are thoroughly wet, and receive precipitation from long-duration storms . The soils in the United States are assigned to four groups (A, B , C , and D ) and three dual classes (A/D , BID , and C/D ) . The groups are defined as follows : Group A. Soils having a high infiltration rate (low runoff potential ) when thoroughly wet. These consist mainly of deep , well drained to excessively drained sands or gravelly sands . These soils have a high rate of water transmission . Group B . Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep , moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture . These soils have a moderate rate of water transmission . Group C . Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture . These soils have a slow rate of water transmission . Group D . Soils having a very slow infiltration rate (high runoff potential ) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential , soils that have a high water table , soils that have a claypan or clay layer at or near the surface , and soils that are shallow over nearly impervious material . These soils have a very slow rate of water transmission . If a soil is assigned to a dual hydrologic group (A/D , BID , or C/D ) , the first letter is for drained areas and the second is for undrained areas . Only the soils that in their natural condition are in group D are assigned to dual classes . Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Natural Resources Web Soil Survey 2/21 /2023 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Weld County, Colorado, Southern Part Tie-break Rule: Higher Natural Resources Web Soil Survey 2/21 /2023 Conservation Service National Cooperative Soil Survey Page 4 of 4 Attachment 5 Weld County Drainage Code Certificate of Compliance Weld County Drainage Code � , sc � Certificate of Compliance it "' A Weld County Case Number: USR23-0027 a Y ~ F Parcel Number: SE 1 /4 Quarter of Section 36 , Township 5 North , and Range 66 West of the 6th Prime Meridian Legal Description , Section/Township/Range : 07/ 18/2023 Date : Brendan Miller Westwood Professional Services , Consultant Engineer for (Applicant) , understand and acknowledge that the applicant is seeking land use approval of the case and parcel in the description above . I have designed or reviewed the design for the proposed land use set for in the application . I hereby certify , on behalf of the applicant, that the design will meet all applicable drainage requirements of the Weld County Code with the exception of the variances ) described on the attached exhibits . This certification is not a guarantee or warranty either expressed or implied . ci Engineer's Stamp: - Engineer of Record Signature pal 4186 rip aChi le• ice Request ( If Applicable) 1 . Describe the ha ameeti is being requested . 2 . List the design c af0 AL 007ce )de of which a variance is being requested . 3 . Describe the prc eering rationale which supports the intent of the Weld County Code . Demonstrate that granting of the variance will still adequately protect public health , safety , and general welfare and that there are no adverse impacts from stormwater runoff to the public rights-of-way and/or offsite properties as a result of the project. 1 ) A variance is being requested due to the potential adverse impacts of installing a basin at this site - including but not limited to impacting public infrastructure through channelization of historical sheet flow across the site , " to a concentrated outlet. - 2 ) The design criteria of the Weld County Code of which a variance is being requested is the detention _ requirement for the WQCV listed in section 5 . 10 . 2 .2 of the Weld County Engineering and Construction Criteria , as well as Section 8- 11 -40 of the Charter and County Code of Weld County, Colorado . 3) A combination of LID techniques such as surface disconnection and minimal grading , along with a proven runoff reduction for the 100-year storm and also potential adverse impacts to public infrastructure with addition - of a basin , shows that filing for a variance and allowing runoff to sheet flow as it has historically is the best _ option for this site . Using this option will adequately protect public health , safety, and general welfare and ensure that there are not adverse impacts from stormwater runoff to the public rights-of-way and/or offsite properties as a result of the project. Public Works Director/Designee Review (If Applicable; Public Works Director/Designee Name Signature Date of Signature Approved ❑ Denied Comments : Department of Public Works Development Review 1111 H Street, Greeley, CO 80631 I Ph : 970-304-6496 www.weldgov. com/departments/public_works/development_review 08/02/2019 Attachment 6 Existing FEMA FIRM Panel NOTES TO USERS LEGEND SPECIAL FLOOD HAZARD AREAS(SFHAs)SUBJECT TO This map is for use in administering the National Rood Insurance Program. It does INUNDATION BY THE 1%ANNUAL CHANCE FLOOD not necessarily identify all areas subject to flooding, particularly from local drainage t22o:unE c23"o'n'E 104'43'07.5" The 1%annual chance flood(100-year flood),also known as the base flood,is the flood that has 104"45'00" sources of small size. The community map repository should be consulted for JOINS PANEL 1540 a 1%chance or being equaled or exceeded in any given year. The Special Flood Harald Area is possible updated or additional flood hazard information. 40'22'-30^ 1, ( 5 A gt1/•a Ywrl I f'A' ' ` �'4`: ;r;_ a 40° 22'30" the area subject to flooding by the 1%annual chance flood. Areas of Special Flood Nam rd f' L .° . y�PHEASANT ST `. i err = •a' &' _ e 4,,,..k.).414,1- It t' ' :: / J' .' b ,aui . !. 2 _, hxlude Zones A,AE,AH,Ail,AR,A99,V,and V? The Base Flood Eleyatlovl is the ureter-surfa_e 1.f 1 '•"' �' w 'PARKVIEW"OR. 7: - p; iirludZones a 1%annualchanceIced,To obtain more detailed information in areas where Base Flood Elevations BFEs t I ' a N g m( ) i I�l FJ , , t� pfi.LP& w� f' - '—'<-1z x 6v;andlor floodways have been datamiined, users are encouraged to consult the Flood ,' kt , , a{r;;w ) ao {. 6�. C fpqr t vZONEANoBaseFloodt9evatonsdetemi ed.ry 4 Ili ,if' f ,p. i. : 1.g :• RSprg c.!(y .T.4_ . 4r ' Ia.ii j; t<ya�..,. ..� ,,1-1 c. ., .., ?If::: : p' Profiles and Floodway Data and/or Summa of Stillwater Elevations tables contained •? �t., 1.r • a •h• b 3• 13♦31 000 FT ZONEAEow: PT ARMIGAtV,DR, dRT$TFt should be aware that BFEs shown on the FIRM represent rounded whole-foot y �r ".� `� o¢( z?' r' ' •` y l � ;' L 'p`1' 1' =' '' .- e f ZONE AH Flood denthg cf 1 to 3 Seat ups ally areas of fund rig); sale Flood Elevations elevations. These BFEs are intended for flood insurance rating purposes only and ` I t 1.^ 'i„ �'P� f ' -4 . •/ —" 1� " 2&� determined, P Po 1 1 : ;:, a Sb »4- b< ,, 1'i I& a' o f 'tip. 1,.( qw WI. -I -C I:I. I I M 1; should not be used as the sole source of flood elevation Information. Accordingly, > _ ,. Tt;f 'std >:0^ 1 •> �i. ,. is - .. l. , ,%� :�S�._., - re. ,� g era ..• w w u�f,� _ QUA $T ZONE Ail Flood depths i e,0 3 reef(softly street fan on sloppy terrain); average flood elevation data presented in the FIS Report should be utilized in conjunction with • • I• i t• .��. � � t �. � J.: �- �. � •1w ,,,,� t ;x ,� �'ei,• 1 "�'- �w _ 's � i depths determined,For areas of ailwial fan flooding,velocioesalm determined. the FIRM for purposes of construction and/or floodplain management. I �5, \'C>' C_' ,f►` 4- •,y a 11 Y S ..21: , aD4 u1. ley of Evans '.I r" r -ni i'3 .' ..f'4,.i:l`r:- ',Y•. WHARF•ST - r , , ZONE AR Speeal Flood Hazard Arc25 formerly protected from the 146 annual chance �• t L' '�- - ''� •K'rf <•+ fbo:l by a flood control sfem that was subsequently decertified. Zone Coastal Base Flood Elevations shown on this map apply only landward of 0.0' 'le, �p e,. •� "A a. llti0 l82 ` •• s�0 C: 1 a r Y L' AR lydicates that the former flood system is being rStored to provide North American Vertical Datum of 1988 (NAND 88). Users of this FIRM should be • , rt � ��, �/ k' +. l I. a �5 I •' aware that coastal flood elevations are also provided in the Summary ai Stillwater t t : * t' _ f,', . h / , . protection from the 1ss,annual chance or greater flood. 1 -4•:_=#r1. r, •'1 -`(. I 't Std•' ! !e HAWK OR ZONE A99 Area lo be protected from 1%annual chance flood 5y a Feceral noun Elevations table in the Flood Insurance Study Report for this jurisdiction. Elevations Imo. _ , t to:- ,y_r , l: x 4 11 - � .�` 1" ,e _ ._15 '' Protection sy em under conarudion; no ease Flood Elevations determined. shown in the Summary of Stillwater Elevations table should be used for construction <, ,r,.:,. ` ` 3. / e fi -'.4( Z�� 3 1 z''�1 -. I'I. p t= r t and/or flood lain management purposes when they are higher than the elevations 446,',,,,N Aq >r -s • I ,q -.4A ( . j 1� C , . t,. .'); ZONE v Coasal flood rune with velooty hazard(wave action); rip Barr Flood Fle ations P 9 P c v ` � � .� Ti ''3 1. C7 �.• WIT'S <t • • shown onthis FIRM. (S r(' - a., 11 , 1 i '�1 r v • • S,.- !<., - �, >•p Y } 0eozrmihed. . �Er - :1•; we , r r:7',t r , , ,�t_ 080 182' ��/W/'C7'ERFR ' jS ZONE VE Coeval flood zone with velocity hazard(wave action); Base Flood Elevabons Boundaries of the floodways were computed at cross sections and Interpolated ? i r ' �r ( ' f�+l'6 't�►I' L. vanne mf4rt determined. r1. - , . f �;�' f • PRAIRIE vii'_w nit between cross sections. The floodways were based on hydraulic considerations with • . • IrP/rr�/.�1 Y Y ��.. d <. I riA,3:l FLOODWAY AREAS IN ZONE AE regard to requirements of the National Flood Insurance Program. Roadway widths rf y 1 ` BLUEBELLS DR and other pertinent floodway data are provided in the Flood Insurance Study Report , t r , . i I. 4 -• �., n- _ - - The floodway Is the channel of a stream plus any adjacent rloodplain areas mat must be kept free of for this jurisdiction. 1' r ` , 2 V I • 1� <. 'i t r r r ; • < - �� .1. - encroachment so that the l%annual chancetlood can be carried v.•ithoutsvbstarrtial increases in Certain areas not in Special Flood Hazard Areas may be protected by flood control "� • F�90 : ' I 'j ` f `` `,( i , I t� • a 4, flocs heights. structures. Refer to Section 2:4"Flood Protection Measures"of the Flood Insurance 1.f ,1,0 , 9;•�! I { r' j m PUTAIROSEcus • OTHER FLOOD AREAS Study Report for information on flood control structures for this jurisdiction. . m 11 el', (.0rotlt `^ ! .I (,.•r F w w •I I • ,• . m 3 z BU (r: -.(o\ ; t 1. [. R l n l'U C t d I a, , It.3.. t �.t .• , 3 O ZONE x ken of 0.7%annual dianLE flops; areas of 159'0.arnral chance fh„Pd with The projection used in the preparation of this map was Universal Transverse COR- S : tn a� P, , • I • i o LL w •� ' (f81)2.b.IS, -14 { Is`' •,' r .• M1 ,. �.. . z re. 7 . 'Lc mile; of cede an l foot ortitith drainage areas less than l square Mercator (UTM) zone 13. The horizontal datum was NAD 83. GRS 1980 » ,,to() �� * 'w • mile;and areas protected by levees 1%annual chance flood. Zia d. ( ) IQN f » spheroid. Differences in datum; spheroid, projection or UTM zones used in the ; e rrE 0` ' "�Er / i 'I — I o �+ production of FIRMS for adjacent jurisdictions may result in slight positional A�'. f >� 1. I 1 •. w �• • ,z =: z; OTHER AREAS differences in map features across jurisdiction boundaries- These differences do not 4 • 1 1 's ; 'c °;( • •' / I •1'` ..1 S , {/ d' ol. `Ic '+. ' '(f{rZ . AE'< `fr. - I I -II I •-i '� L ZONE X -A,-eag determined to be outside the 0.2%annual trance foodplaln. affect the accuracy of this FIRM. °A ,...,:at,,, r o p *l ? �+. I 0..'' . • — el HEATHEk iN ale= pry -1.11/1". ..„ y hb+ 1 ♦`^ - ZONED Ared5 m which flood harartlSarc undCh7miCCvJ,but faS5inIC. Flood elevations on tills map are referenced 10 the North American Vertical Datum of z '�rw" • u'fHHu r I 1988. These flood elevations must be compared to structure and ground elevations r m or . � y r a C I ' _ _ "_ _ _ _ _ - , - _ - _ - — _ If1 \�\� COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS referenced to the same vertical datum. For Information regarding conversion ,. a y '"I PRER IL Ly;C• 1I 64 ':) W L'YMP DR I r .. M I .. 1 d ' 1, , . . between the National Geodetic Vertical Datum of 1929 and the North American Y r $y ,,^ f,� y' ,_ ' { ( �NCs��' OTHERWISE PROTECTED AREAS(OPAS) Vertical Datum of 1988, visit the National Geodetic curve website at c"1.. na �.:4:1;1- , I Flyun R,ir,r'vitalMtp:llwww.ngs.noaa.nov or contact the National Geodetic Survey at the following - f.:E fr' ;I, , *'', ,Qz' y o I 1 glj l •—`•' CBRS.a pas and OPASare normally located within or adjacent M Special Flood Ha did Areas. ': R o- / IP_ address: d . # °.r( 2 /P.,;‘,14` `,O'A r I � f Kr• 1%Annual Creme Ficodplain Boundary -, ,� !� �'� 2 �' -1R"`= I j W elf! ( 41.0 ll11 .t 0.2%Arnual Chance Floodplarn Boundary NOS Information Services �. 'wilt ?� i I - ••'a�h• s *ea 14y r 7 + 1.c• _ l nincor wultcll..11cns e • NOAA,NINGSI2 1 :` k ^- I 7� National Geodetic Survey t. t V IPp -, � ^ : lur `� I 11:511266 Fri., ;Shy." Fl xdwaY boundary 4! .. • M t;�dF e i P — — — Zone.D boundary SSMC-3,#9202 t 3. YOSEMITE OR r. ` r _ , , fr 1315 East-West Highway ,r , « p, ' , Al• CBRS and OPA boundary Silver Spring,Maryland 20810,-3282 V. ' . ' c' d tE�Ry•�R `r� _ /r---‘, t I I • •a, •: (301)713-3242 4 /' •4., •r -str,l - -o'er.; i �` 4 37: ^ L _ s • +B N t 'r Boundary�vding Special Flood Hazard Area Zones and boundary -,. .,— - _yf,,, — --ee +•rr' — I — - �—•—� _.,�� _ ,7 ..,91":•, �— dividing Special Flood Hazard Areas of different Base Flood Elevations, '1; - - - _ �� - Y tit s -' ('_ p2 To obtain current elevation, description,and/or location information for bench marks 15TH ST 'e--- - - __ - i - - __ i flood decade,or road velocities. ��,r- 491H Si I `� ' — .�� Y _ 'J t _ shown on this map, please contact the Information Services Branch of the National -- : ---II r -""--"-513-`^-". Base Flood Elevation lire and value, elevation in feet. Geodetic Survey at(301)713-3242,or visit Its website at htto://Www.nos.noaa.nov. 1 • ,�` /" - • - ,; (EL 987) Base Flood Elevation value where uniform within[one; elevation in I Wall Cotinta . . ' L ' I . I , - +, ./ leer Base map information shown on this FIRM was derived from NAIP Orthophotography �m o5 S' 1 _J • °68 N 11 tlRincrirpor:ltltl ar'cas �,� : RererencedldNeNormAmerctnveNral Datum orlgtls produced with a one meter ground resolution from photography dated 2013. 1 / 1:"--00,000.'; .:<-:. P • < / '— 111likIlesi ' ZONE AE O OH(1266 6^I C �u j• ,. q A Gross section line 11 Chi L UTIRtl' r l �8 , : • .. The profile baselines depicted on this map represent the hydraulic modeling baselines In inun prorated A fees Y I x� j`, � r ' r • �, 1ti j,.1.1 ' - i.•. -1/ that match the flood profiles in the FIS report. Asa result of improved topographic data, 't • O 23 rransed one P ( P1180266 SL'° !r �"! the profile baseline, to some eases, may deviate significantly from the channel 1 c - •• ol)•-;.,-I.-II - ,,•,x I' 45°02`03 &3.02'11• Geographic coordinates lefeenced bathe NorthAmertan Dahlmof centerline or appear outside the SFHA, , , 1r ' 1983(NAD 83)Western Hemisphere AVE • • -L 4• ° Zua51 . ,1•'ry '. yqI•I' y ZONE.A> , . $100000 FT 5000 fool locks.ColPrdtlPSIaIC Pane GEnlydl?A.ne This map reflects more detailed and up-to-date stream channel configurations ' 1 - , , T1.P 'e••4. • ; ) _. JnV• .�., M ` (TIPS Zorn 0502),LambertGLv tom al Conk projection than those shown on the previous FIRM for this jurisdiction. The floodplains and r- �' • ' .•..,, o -r'e1d C daft !''' ., • k 1 :r':: :: . �:/' '� �' ^I —1375000 FT "eg'"t N 1000 miter Universal Nie caWr values,coot 3 .�,:4a,� � � e. •• r floodways that were transferred from the previous FIRM may have been adjusted xi 6.,...........H. ' pit at . . y , tl t !Ygj)LL ` ' �. " ° w to conform to these new stream channel configurations. As a result, the :v I' ;•;2;22.2 : ' •, ( . ft { 't ti •:- :} , L. 1_} < •:':7:.:,,2,:+2 2.2•, • Dxssto Bench wok(see explanation in Notes to Users section of Ibis FIRM / u l' .z, >rh. �"1:• :J: :'arA. $ T@:?1 s.. . z ot;f3j'�} X net ?'r. :� . . - � a - ✓.: .` 6. ,ice panel) Flood Profiles and Floodway Data tables for multiple streams In the Flood w ,.,•, i,; ,,• �p r• <�„ ..;•;r„,, ,+Ore r(� , r; '.•.' ':M . •• Jp Y"^u" :i t' t. • (�..t• 1. I .• ,� •a• _ t '.. r. , W • Z - ::•: .J• :�Av1,•' ,r.. .;' A11:5 River Mlle Study Report hit w airs authoritative r i t r Rr 1.;c'.• •t`•' •! •.•. `** s �Z Insurance S y R p rt (which n1. hydraulic c data) may reflect ¢ •;v, • �yq . r. .' �/ Q MAP RCPOS:TOR CS stream channel distances that differ from what Is shown on this ma �; _ + ti o • s1.• a a I h Wn p. -' ' X ,Yqr` - +•-!;hµ. ..ed „. :r•• ,. , -,. :,• :l , Refer to Map Repositories I'st on Map index . ZONE A :%:: ::v i (1.l, " ,wy- or ' .r: :.,t:r r4� Corporate limits shown on this map are based on the best data available at the time O r +, : I "• ;•' ' ' < �r ` "' 1.Y' "Q -. - • • • • • • ? EFFECTIVE DATE OF COUNTYWIDE - v, r a r.;�•.":.•.::: - I. ? I' , . . . •.,.. •:•:}:•:•:Y. '-�O FLOOD INSURANCE RATE MAP of publication. Because changes due to annexations or de-annexations may have ,ry ' , ::. .•o:>L . �! R' .. • i•, J , a,lt. .. t ,w . , ¢ � , '` r R • C..i. . January 20.2016 occurred after this map was' published, map users should contact appropriate `t • c R Y}� ' : l;{` ltjt Mn, r y M {L, n fX1 * T 1 a; tie Q . 1 t . , , community officials to verify current corporate limit locations. 1(,^4 v' • i fl P L 1T - .�„rt: u n /t r�+ ��.; }.�:i: yr <�, +c(, 'r %roe , •.51, • • •, • . EFFECTIVE DATE(S)OF REVISION(S)TO THIS PANEL ',y a SO�: : - :Y to . •1.. • . : Please refer to the separately printed Map Index for an overview map of the b` ` '' ., + ''§ � . '+ it `' : ,7fi �P ::.ti" ' r1.t , 7 count showing the layout of ma panels; community ma repository addresses; v �:' t $ ` -$ Ix " t V,1, .. �w,r,"> �l r Yi•a:, ;rr",-"vs.�, ''••• ,f•P�r _• •h� l.:' ' ._'• vie r 1. 4 . :F••.-14 ,rte ` 1 i ,• • :' and a Listing of Communities table containing National Flood Insurance Program � :ti -r0-7,"�'• i_, �k�: t ,� ' e •r• ,. .y "' � tl � �'df. .r •- ,ti r,� .::::;:-:::•°•%,•::.-11.,•: .. . ',�, dates for each community as well as misting of the panels on which each community •' ., , a,�' S,r,: :, r:: ' '. . : - till':: '; V 1.,.e '5' r^) jr:::: 4, P:' s* IS located. : _ •-t : aran ': • :4 u' (. • yo s� {. ('' ' .4 4.. rr`1_t' "17 ry ,� .'t":1..3'` � �> ,,�� 1• +r t •j• ,r t,•• •••. -. 1.l •ftics• r.:: ,rk: -.3`4: ': 101 :.�'' r3r -7,1::.•.•:4:1..t;.-- , j,1.,• L , .,> !1e. mapping,refer to the Cornmurlay For information on available products associated with this FIRM visit the Map :y[ ,,F�a ,h( • -� =:0 !.v • . r,; for community map revision history poor to countywide me •:j. t .<y . 'CJII Vans -rr:, d�._ :a • a..' ' e. Service Center (MSC) website at Mto:Nmsc.fema.Dov. Available products may : r` •;.;�. , 5' pf(� , .,,., t ., ;.�:. Y Map History table located:n the Eland Insurance Study report far this;urisdinfion include previously issued Letters of Map Change, a Flood Insurance Study Report, - ':� •%.9. • • • 'r• 0'1 . °__ _ • " - .....y4.1/4,4t0:-..c.•::.. : :••-9 9d - .• . 1S• a � � .. � 151.'•:4 .t - r < r ••-w••- X i. : To determine d flood IAsuran..e Isavafable m this dommuni conlacb your insurance agent "•,;' •R.,(a , " . fr w, J ... :'l` OK'c�`'#P! lc/ 6 Y 9 and/or digital versions of this ma Men of these iodates can be ordered or . 4•:• 9 P Y P •a:1.•. •• t r.:. . l. or the National Flood tnsuranx Program at L800•B386620. Obtained directly from the MSC website, ;:• ^; r -: ?:• ••• •t..1.tII 6aN a 4:' '•7•i. ��y, :r' •,,. .....:::.:?:.:.:41:...."?.... .-... f N rIy .t .. -•�,:':':':{'2,2''•2'.'2•'•22.2'2:'. . i you have questions about this ma how to order roducls, or the National •i�• .h:'1. _ o- } Y q p P .. .. :,. - � ..,� it .r >r . ,,. v S( 1 r2 �-,+i _a Flood Insurance Program In social. please call the FEMA Map Information r: ,p t�i,• � •,. .»,'. 9 9 :J h I r I: ,., 1:11:-:t .•V.1.. . .c .t: I • I.• r': r �. . ,. ., .. ;•l:•_:. a . : � �• .•22.2.2• r - . ..•2':•2•:•:•2.2• ` C �'�� k--)-:- exchange a FMIX ai 1-877-FEMA-MAP 1.877-336-2627 or visit the FEMA . , ,#1 �•, ,. • � : }}} r+e • yJ, _.�;,;:-•:r.1. <„; 9 (FAUX) ( ) t, r ..� ,.., +.:» :.1:1•i 4 MAP SCALE 1" = 500' y, e .1.a . .�•- .. •2222.•.. .•I Ct•• . l �. website at het .1 wlvw.fema. ovlbusiness7nfi � .•.` ' p p Y. 500 9 t do , • _so 0 0 pan - tilted-tick :i.t cre as' ( 1--r •1 h'• w FEET I . r f x: 8 x :• ti_ METERS L 1 0 0 300 a •r••. I, '' t sa L. ;': , a ;' o.^.An r 67 N -o•� ::: '1e.' .: f • :y M} _3 I•• y , r gi.D :::,,:•.:•22.•.22 •1 A EL'172 E I ' P N 6 > Y • • • • • • 11 11 •Y § 1 cltl clfllllt• �.•<:::2`::'t:•:;::'::;.•:•:•:222::::':2•:{.:•:{• f [.pin r Tnra ell' s co t I l)8l}ZGG ." Y' FIRM y.. Da: I FLOOD RATE MAP 00 ,o A n - i . r. ( . ' r WELD COUNTY, -t• o Ind? 1 q .• 'f 2.222•'`•: COLORADO •._.• :wry,•' •A: pit PI •'≥tRi, .r. • I AND INCORPORATED U1RPU TED AREAS •1.t r r1••1.t . err �' :,:...::�:�' ,? '�:�: , •�:;2;•2•'•2.2 'n l .., f r• •:t 1.r .5'. . . . . . .':. . . . . . .':. .•:. . . . . .•:. . . ..4r1•. 33-- I 4!• V t fl :�� ,.:1.r:,•.• .l. :.r PANEL 1728 OF 2250 f• N I. A County - Weld n `P, I 22. .'2•:':':•':•:•u Go i 11 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) r. - Unincorporated Arcas i�lilfs . ... 22.2.2•.. - p r 1 - - aso266 : • • ) _ T r u ,gin +2'•}2 _ • . a - I - <F V QC,1, c.O rjity, COMMUNITY NUMBER PANEL SUFFIX E. 1.,A :. :,.. . -'-- - -- _ ::� �1 ' =VANS.C I�OF Ca�7181 '17�. E .u . •_:' - 5-- ----- r 'Ft rte_« .• _ ,'L•j O(� _A 3ALLE,IUPdr OF GVI:18c. 174: E 'ia >Y' 4' a- �I " u Y.•=Ir•COI Noy CAMAR l7? F .rX: •l.195 i .1 I • • /SJ .t� ,y fiJ J 4 C i . . . . .. .. ._ . . . .� Its ., !�- // IODIDIsff C i 'I�I-,'I . : : _• •w '•'r:•Yiire:_�"?::• �•L�IiF l _ 'r, I � _ _! 'I u.. tom►_, _.....e......, r C ,, -• •�I" IS �. 1370000 FT )-11-14 GILI -e:• . _ „ Approximate _ Town of La Salle r�7j 080186 Weld County r •t 4 Notice to User: The Map Number shown below r x should be used when placing map orders; the Unincorporated Areas i < Y. � P rod e et Boundary I Community Number shown above should be 080266 5. ` _R } _ �� ' i 11.» used on insurance applications for the subject 1� �>C community. Hitch (Lt 40'20'37.5" rper_ri era- `t``_ 'j_ '_ JOINS PANEL 1730 40" 20'37.5" p-••- of^1FNF MAP NUMBER ) 104`45'00" 3210000 FT Weld County NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WITHIN RANGE 66 WEST. 32 5 04' 3 07.5" 1 .OGO FT �ir ° 08123C1726E 1tilt Unincorporated Areas EFFECTIVE DATE 080266 , r ino ss° JANUARY 20, 2016 i"�1 Pcder'al Emergency Management Agency Attachment 7 Preliminary FEMA FIRM Panel 3210000 FT 3215000 FT 104 ° 45' 00" 104 ° 43' 00" 40 ° 22' 30" , . . , � ; ; '-'8 , _ I_ : � r-, : , <� " .�+ , , PHEASANTCT z � q -,�. ' � � � � �. �— � � � � w � � .- � ,. , . � o � � , s � , '. . . � f • S . � � ` PARK VIEW DR .- Q } �: � ._ ^ J �r'�, _ � � , • _ ' . � � � � � I � 4. � C � � ..� �. V /�� • � f ` � ..� �h@ - � � f �� M1i j �. r � �' IT3 �� f� F� `� y +F 1 ' .y . .. .. J v/ +�' :1� � N �• •. �. ` � . Y `. � 13$0000 FT ' +� ' � : : + - , ' ,�I+p' �`�,. RF� TA/� �'L �� p PTARMIGAN DR ��-� �T� �'"' � a� '�31 ` � " PORT ST � •} � , . ��"� �7� �, , ,, , �i[ , �,; � � , ;. - - vqy �, z _ , _ P '4�,` �� ' - � �� Y7 � . � `- - _ �: '� . - � J� . �' � �` �c 1 � y:�- �t i W W e ' = m'�1I � • � �'� ..� _ _ .. � `;� � .. -' -T ' �/ . . = O > 6.:1 . > ��.�. ,� . . ,. � I r . • y p � w a Q ya � ;+i,- � �'� �. - . _ �:s'' �� ° `� : � � " w ��`�r � v 4 Q � x W , � y ; QUAY ST � , � '. . . !� ♦ . . . . - - - ' 'T .�` +' K/ 1 � ❑ N �N a , � � m � y � ,� �? � DOVE LN � J � > Q � . � � � / BLUEGRASS G�� Q `� WHARF ST = _ � g �. � 4 CIR �-O ' '" � , 1 a � � .� shcro t Dr�ain� F � CANVASBACK , � - � � q . f _ ` �' � � � 11�` f ��'` �� -'�'" �� ` � � `y � • CT HAWK DR ' I� 7 � r,■ , * ' ti. � ' �:' Clty Of L' Va11S + �� ' � � Z � + � M„ �" ` ,: � � �' "'" %r , :;" , .F„ !fl fi, �' � ' �4'. a �� . �� aa6.9000m N Y'I � F °. r �� 080182 z � y� \ HAWK DR ' `�, : 4 - `� _ ; � � �.� �3 BLVD BRUSH z V �� y pRq' � WATER FRONT ST � � .r , � . , 35TH AVE \ SAG v� '# '� - _ R/�c �/Ew pR �'� �� r'��; $HENANDOAH ST � � �� EBRUgH e �� ' +�' , ; � � � ��' - - - - F Weld County � , � VO � �,�'- ' FOXTAIL LN � '" �� S�` J ` ' "- " - < BLUEBELLS DR 9 . � �' �� 9 Unincorporated Areas r:�. . ; , ,? �� ''-� '� � , ; � ' ,, �+ _ � R � � y s � , � . _ �� , PENNYROYAL ' =r�� O8OZC)C) .. � , � , � ' ,� +� . �, �� LN --.� � '-�� 26 a � � :�' � ,� . � .�,'� �� 25 �uPiNe �N � ; �, • �v_ , :a, �� ' � � �� . � y � _ . O � � �- �+�,�, � � � G a � �'� fi � �� \ - ._ � City of Evans o : I CORONADO S� �Q � Q � YARROW , ; OgO1g2 BUTTERCUP LN = m m . � U � ,'�� • t� � �-;. � :� CIR ' ; �� J ? ACADIACT a � ' ` , �. � r A k PENNY; m � MAP AREA SHOW N ON � • f �1� � ` . � o ROYAL�. � z � � O� ��`> �' 4h THIS PANEL IS LOCATED �% '� '` 1 1 '� ��► . +` , . = LN �d : r �a ' , - , • � �`� ` �p '' �c�� WITHIN TOWNSHIP 5 �`� � • ' �� . �� ANTELOPE WAY � ,,�; l �:� t�L� � � '4� �y �^ '' � M; 'J� � � a -� = , � � �. ,. � \� . NORTH , RANGE 66 WEST �` 6 '� �'� , � �. f� � �• ' � , � 4�, � t ; : GRAND ��. ,�, �,.". AND TOWNSHIP 4 '� . � - ` � �, : - �" - HEATHER LN "' � � ',. : �;� � TETON RD � ,� . �� , ` NORTH , RANGE 66 WEST. �' � � � -� r ,! �M �� L . a r� "O , � T ? °T r � � � Y _ ,� „ p ,. � ' � f W '��- `�,, , � � � - � 69p � � . '�' I4.�',. � O . , 4 ' . ��t� . � y� � � p� SHOOTING STAR WAY F— O L Y M P I C D R � �� C� a Z O N E A E ' � a _ � �y ' . . F � °�'�� .p�' L� � p �r�O ` O � ' t � '�� ° � `i �� , � : r +'' �r .Y • : � � � _ �O � �`i +�N � . �- � M� � . ��a.. � y ' ��` ., y I �• V � ' Y �~�� 4 z � qti � 1 We l d Count � '� � - '� 'h � °� ' `°� Unincor orated Areas Weld County �. �. � \ � GRAND � Y�,� T �. ; '� ;� �� '�,� �� 80266 Unincorporated Areas �' � ` ^ Evnns To,vs� D��l :� � _ � , ' * �,� ,� TETON RD "��M ;� .;W�, 4 � -fi " � , { ' c OgOZC)G �, ,�� { . � � � , - = � � � e�' ,< . - „ � � � ��'r� . _ ' -x� `�y ' . '� , �°� a . i:� i'� � �. f�� :i � , ,� , . .. � . 7 t YOSEMITE DR i��' _�,� �' � ZION DR� BRYCE CANYON DR � � r � i Q Q � , , � �� .� � ` T ! � � , ` s � � ; ,-' � '' , . _ � '� . ' EVEREST PL � C 4681 . 3 ' ' ''` � `� �Q� o a ,_ , .z. -. � �� GLACIER DR � . � , � � HILL N PARK DR� � � � �� t -y ' -� ' ` I � ,� ,qE� �� B 46'I9 �' ° \ I 49rH .ST �tr Weld County � � Unincorporated Areas ' �'s1Z` �"fr I � � 080266 + � D��,ti� � , ��_ � • �6�2 y P � � � + � 4468000m N Weld County Ev�ns Toti��f� �ir�� - � • � �; Unincorporated Areas �� ,� � ' �� ZONE AE 080266 cDi ';, 5Q�N S�R�� RO � I_: � � � . � .' �1 W ;� ` ' ., �trW .. . 1375000 FT � � �� .� .. �- _ -, . ,a s � � � � �"{�� 9m � . r��.�`_ . l'�� "r _ . .Q' . .. '� � � s � ' �� . �� . .� ='� '. - s� . . �a. . �,�r . + f� .w � Y � ti� � . i-': . �� . 4� �� ,+t� `„ �� 1 - �� .� . � i� M -�'� `, � �� ' . �. � '� ` ' . � fyr � r r Y . Y� � . �`' � • Y �_ _ '�- - -Y--�� •« ,"� � `�' ' .�, 4 ."i , r - � t " � .��-�` . �' � �.�y�tt '' � � ' r r�,f� .. � /'/ ' r � � �� .,' �II �. , �� .�f � `'�..a, � . , � • , y� I� �� { � �, �r � ` .. ` f� - i , ./� { ,��. �,� `�Ar �1,.' �.r� ` �' '� . t.�.R�1�. . . . ,�}': � � /�� ` �y. + � .t � � � �� . � P.. /� � p , '� . � . �. � � , . � �3 . _� J . �" .¢�. " • a . a� �� _ ` . . Fti, � > �. � .,� ;�, , � ,� ,�. v City of Evans �*� ` t -� � .� . � ;.�r / , .� J1 . � , , ro ��.�� , / ' � �i , �. i 1 T �r:� � OVO1V� �1. � ' .� �, ' '� � "3 i��i I.JY�� L��{� G� L LL,�jll�� L�/ �•.0�i' "� . �, e � ` . � ry. trP . r . ..� . I ��'�.�' � �� ` � '�� . . � , y : _� � �,�`.,+��•,' 35 �,.,.� . � 36 �4' �` . Suuth Platt�� Rri�tyr_�n,o..=— -'r '� � +� �^ �`'�—� ✓ � .d�r � y :� w �� - - � .. � .� = •� f`�� i, . `^ � � m �,��j�;t �i .f� ' � ! ' � yi�- i . �'` � , . ^' ' ' .r � . � � � - _ .. �G_ _ ' �� \ '� �lL:�� ?' "' s � ' Weld County ' � �" �� Unincorporated Areas ' �� 080266 ZONE AE �`'� ,� ,��, . , ,< � _r` ::? � � . � - � �**,� �� . , , , � � ` �ilk,_ . ;d. � _ ` P`x i, ` � x + + 394 3� _'� aa67000m N � � � � �� ,�, o . ��, �. ;s �. .+` � �� , , a . ,,. � - - , C1� �f �O(l��rl`o:' ! ' ��lf('�1 Weld County Evans 394 Unincorporated Areas 080182 Weld County 080266 Unincorpora 'ted Areas �'� Approximate 080266 Project Boundary ZONE AE - - - - - T. 5 N . T. 4 N . T. 5 N . - - Town of T. 4 N . La Salle 50 080186 33.25 , � �<-' � # � r R,• 1370000 FT "� ti . DOVE `� HILL RD 2 1 w INDEPEN- � Weld County DANT �'°`��'��'' �'�`'�' Unincorporated �v� W UNION Areas AVE 080266 + 3g aa66000m N 394 Unlo�2 DZICh 40 ° 20' 37" _ 40 ° 20' 37" 104 ° 43' 00" 104 ° 45' 00" � � s23000m E � � s22000m E � 'N .� FLOOD HAZARD INFORMATION NOTES TO USERS SCALE For information and questions about this Flood Insurance Rate Map (FIRM ) , available products associated with ,� NATIONAL FLOOD INSURANCE PROGRAM SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT this FIRM , including historic versions, the current map date for each FIRM panel , how to order products, or the Map Projection : National Flood Insurance Program (NFIP ) in general, please call the FEMA Mapping and Insurance eXchange at Universal Transverse Mercator ( UTM ) Zone 13N ; North American Datum 1983; � THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING 1 -877-FEMA-MAP ( 1 -877-336-2627 ) or visit the FEMA Flood Map Service Center website at ' Western Hemisphere; Vertical Datum : NAVD 88 � DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMATAT https://msc.fema.gov. Available products may include previously issued Letters of Map Change, a Flood '� Insurance Study Report, and/or digital versions of this map. Many of these products can be ordered or obtained '�! WELD COUNTY COLORADO HTTPS :// MSC . FEMA . GOV d '�e�t'yf�°mtne "'ebs'te. 1 inch = 500 feet 1 : 6 000 ,� ' � ��cA��Fti , � and Incorporated Areas � �� .. o Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as well as ... � � aboverrent FIRM Index. These may be ordered directly from the Flood Map Service Center at the number listed � �J� � � , � � � 2 , � � � � PANEL 17Z 6 OF ZZ5O �f�'" ^�� Without Base Flood Elevation (BF� feet � �dJ�� /'� , v. .s� �y �i '�t'� NU StiG��, With BFE or Depth �O118 A �, AQ, A ;-r, V�, RR For community and countywide map dates refer to the Flood Insurance Study Report for thisjurisdiction. rpeterS � SPECIAL FLOOD � To determine if flood insurance is available in this community, contact your Insurance agent or call the National 0 125 25 � 5� 0 , ;;� a�';uF� � �� Regulatory Floodway Flood Insurance Program at 1 -800-638-6620. �F �- °�; � HAZARD AREAS ` � � 3 � o Base map information shown on this FIRM was derived from the National Flood Hazard Layer (NFHL) , dated PAN E L LOCATO R r; � �' - , � . 2 /o Annual Chance Flood Hazard , Areas 2016 and digital data provided by Weld County GIS Department, dated 2018 and Ortholmagery derived from the ry.•�,�:` � : � - �� National A nculture Ima e Pro ram NAIP , dated 2017. ' � '�}�`� ' �' �� ~�`= "�'� of 1 % annual chance flood with average g g ry g � � � C0MMUNITY NUMBER PANEL SUFFIX depth less than one foot orwith drainage � WELD COUNTY 080266 1726 F areas of less than one square mile zon� x � EVANS, CITY OF 080182 1726 F ' �` n� - Future Conditions 1 % Annual 1540* � LASALLE, TOWN OF 080186 1726 F ,, "� �`� WELD COUNTY �" � `��, � �` Chance Flood Hazard zone x � ��=� Area with Reduced Flood Risk due to Levee ° LL � �`�� ° ` `` �� See Notes. ZoneX — OTHER AREAS OF _ �,� � FLOOD HAZARD �-��.��' :, Area with Flood Risk due to Levee zone � � � . _ NO SCREEN Area of Minimal Flood Hazard zone x � PRELIMINARY OTH ER AREAS "� � Area of Undetermined Flood Hazard zone � � 9/ 1 ']/2 � 2 � - - ----------- Channel , Culvert, or Storm Sewer 1707 • 1727 � � GENERAL �� STRUCTURES � � � � � � � � � � � � � � � � � � � � � � � � Levee , Dike , or Floodwall . �� ' �� P�� 3$ E 18'2 Cross Sections with 1 % Annual Chance . . _. _ _ .; _. _ r a.,,, , 17.5 Water Surface Elevation , .:: . ' � � � - - - - - Coastal Transect : p � � � � � 4 � , - - - - - Coastal Transect Baseline �.,, _ �_� - - Profile Baseline VERSI0N NUMBER Hydrographic Feature 2 . 6 . 4 . 6 1709 1730 MAP NUMBER ^^^^�� 513 ^^^� Base Flood Elevation Line (BFE) 08123C1726F OTHER Limit of Study � FEATURES Jurisdiction Boundary * PANEL NOT PRINTED MAP REVISED DRAINAGE REPORT FOR THE USS South Platte Solar LLC County of Weld, Colorado JULY 2022 ( UPDATED APRIL 2023 ) Jr • i -or it lib or di/ "elers. ee7 f /;',/,, i,'y��l // e �1i / le /es / /- / .. 'may' eS. + a' of '` ' 214L. k • 5n2 a _ r, 4 -211JYY as If Ti NI IPS Nn L — . $, r=NW s a r a r d• MI la ,s. ilin li ft ' 1 lame !!mod " 1 _� li� .. I. .>F . i al • • 4 ii IP 4# .� t u s •-r t � ',�p.1 1t�� it II:.T p �•,�}.1tli{� �_r t a ' • iI'll. - t �' • (' .. �!r • ' '... 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J/.1 I ` t t"' • +'r y� "ij.r f .:� t 1 �' , .K - p ,?• . 3 ',T .�.1 �_ .••.� y�' - �"!�. 1s.�R.• Vii. . { {. i; .� j� i sl' Ut' •"�J+ • _ -_ i 1 �I ( I� � t* .1- n' 1 l � l.� , f .�4 ' ` IL 47 _ ��. •y • Gi � - 1�. •. z 1 Y. - l� t7` � la irk ice PE'� �� ' 'ti t<� �i � � *_1 �F t �l L ,,Ant TT ,�s4 h 0 1 ) i vi _ _ 11 �yy r-70 .d a �1.__ _ �.,..� _ -_ — .tea i, - - ac{l � 4_ - '• tt PREPARED FOR: PREPARED BY: = OLAR Westwoo Drainage Report USS South Platte Solar LLC Weld County, Colorado Prepared For: Prepared By: United States Solar Corporation Westwood 100 N 6th Street, Suite 410B 12701 Whitewater Drive, Minneapolis, MN 55403 Suite 300 Minnetonka, MN 55343 (952) 937-5150 e11 ° sth„.„,,e; � Ff°' • orsts at r TIP .•� 44186 i it do * ' County USRXXXXX Case Number `sest� *'' �� ` Project Number: R0036275 . 00 "� , _t a Date : July 12 , 2022 (Updated April 12, 2023) Westwood Drainage Report I USS South Platte Solar LLC April 12, 2023 Table of Contents Project Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 General Description of Project . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Drainage Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Stormwater Runoff Analysis 3 Water Quality 3 Drainage Improvements 3 Adjacent Areas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Unsite Soils . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UffsiteSoils . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Methodologies Used for Drainage Report and Analysis Timing/Phasing Schedule 5 BMP Installation, Inspection, and Removal 5 Permanent Stabilization Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 References Cited Attachments Attachment 1 : USS South Platte Solar LLC Facility Site Plan Attachment 2 : NOAA Atlas 14 Rainfall Data Attachment 3 : Rational Method Calculations Attachment 4 : USDA Web Soil Survey Map Attachment 5 : Weld County Drainage Code Certificate of Compliance Attachment 6 : Existing FEMA FIRM Panel Attachment 7: Preliminary FEMA FIRM Panel Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS South Platte Solar LLC April 12, 2023 Project Site This Drainage Report has been prepared on behalf of United States Solar Corporation, for the proposed construction of the USS South Platte Solar LLC Facility in Weld County, Colorado hereinafter referred to as the project. The proposed development is located in the SE 1/4 Quarter of Section 36 , Township 5 North , and Range 66 West of the 6th Prime Meridian. More specifically the Project site is approximately 20 acres of land and is located approximately 0 . 2 miles northwest of La Salle and approximately 0 .5 miles east of the intersection of Weld County Road (WCR) 35 and WCR 394 in Weld County, Colorado . The site is covered intermittently with agricultural row crops depending on time of year. The ground surface slopes to the south at an average slope of approximately 0 . 20% . The entire site with exception of the very southeast and southwest portions is within an existing FEMA Zone A flood hazard area (Attachment 6) , and the entire site is within a preliminary FEMA Zone AE flood hazard area (Attachment 7) . General Descri tion of Projectp It is proposed to develop approximately 20 acres of land for the project for an approximate 3 . 63 MW solar array. The solar array will deliver renewable energy under a power purchase agreement (PPA) . The facility is designed for un-manned operation except for bi-annual maintenance. Therefore, this facility will not represent any significant traffic impact to the surrounding county roads. Upon termination of the PPA, the improvements will be removed, and the land will be restored to historic conditions. Drainage Design The area under the solar panels will be planted with a low-maintenance grass seed mix. Very little additional impervious surface will be added to the site including gravel access roads and inverter/equipment pads . Per Weld County Public Works solar facilities are considered 25% impervious on soils belonging to Hydrologic Soil Groups C and D. Given this, the site would require a detention pond per Weld County requirements . However, due to the current sheet flow conditions onsite, outflow from a basin via culvert and overflow weir would convert sheet flow to channelized flow. A variance is being requested for the basin since the construction of a detention pond would alter drainage and flowpaths and potentially impact public infrastructure. Historically stormwater runs south through the proposed project area then continues southeast towards an offsite culvert. When the site is fully vegetated after construction, stormwater will flow off the solar panels, onto the ground, and run through the grass . The onsite soils, which are all categorized as hydrologic soil group D (Attachment 4) , are minimally conducive to infiltration. The soil type was also categorized as a clay for the runoff coefficient. The fully vegetated site will slow runoff and encourage partial infiltration. The site imperviousness increases from 2 . 0% to 10. 2 % between existing and proposed conditions due to Weld County considering solar facilities to be partially impervious, however all ground below the panels will still remain pervious so the site runoff is considered conservative . The existing imperviousness was determined as 2% as the existing landcover is entirely composed of undeveloped agricultural area. The proposed imperviousness was determined by considering all solar facility areas outside of access roads and inverter/equipment pads as 25% impervious, gravel access roads as 40% impervious, and paved areas/inverters and equipment pads as loo% impervious . The offsite contributing drainage area was also considered 2% as it 2 Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS South Platte Solar LLC April 12, 2023 should remain an undeveloped agricultural area. A summary of the proposed areas and associated imperviousness can be seen in Table 1 below. TABLE 1 : PROPOSED SITE IMPERVIOUSNESS INFORMATION Landcover Type Area (acres) Imperviousness Area (acres) General Solar Facility 19 . 51 4. 88 Gravel Access Road 0. 66 0. 26 Inverter/Equipment Pad 0. 01 0. 01 Offsite Undeveloped Agricultural 37 . 54 0. 75 Total 57 . 72 5 . 90 Total imperviousness of 10 . 1% was found by dividing the total impervious area by the total site area + offsite contributing area. Stormwater Runoff Analysis A detention pond was considered as a water treatment mechanism for the site, but after much consideration was deemed unacceptable as the BMP would convert historical sheet flow drainage patterns to channelized flow out of the basin outlets . This potential impact to public infrastructure through channelized flow routed offsite that wasn't historically flowing there is not recommended and can be avoided by allowing the runoff to sheet flow across and offsite as it has in existing conditions . The Rational Method was used to determine the runoff rates for the project during the 10-year and 100-year, 1-hour storm events for the existing and proposed site conditions . These calculations can be found in Attachment 3 . Water Quality The project needs to treat the Water Quality Capture Volume (WQCV) for the added imperviousness of the project area per the USDCM Volume 3 Section 3 . The following equation and coefficients from the manual were used to calculate the WQCV for this site : WQCV = a ( (0 .91 * i3 ) — ( 1 . 19 * i2 ) + (0. 78 * i)) Where i = Total Imperviousness Ratio °0° 100 a = Coefficient corresponding to WQCV drain time (5 —) WQCV = Water Quality Capture Volume in watershed inches In this scenario, the total imperviousness ratio was 0 . 102 and the drain coefficient (a) was 1 . 0 based on a 40-hour drain time in table 5-14 of the Weld County Engineering & Construction Criteria. With an overall WQCV of 0 . 068 watershed inches calculated through this equation, and applied over the 57.72 acre contributing drainage area, as well as a 1 . 2 factor of safety, the WQCV for the site is 0 .39 acre-feet. This storage volume would be considered in any potential basin design with a minimum drain time of 40 hours, however a basin is not recommended on this site due to the potential impact on public infrastructure and other considerations discussed below. Instead, this WQCV will be treated by the water running through the site vegetation. Drainage Improvements Although a detention basin is not recommended on site, drainage improvements onsite include additional vegetative filter to treat and slow runoff through proposed meadow grass, treatment 3 I Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS South Platte Solar LLC April 12, 2023 through impervious surface disconnection, and minimal grading so as to not modify onsite drainage patterns. A solar project differs greatly from other commercial or residential developments. When constructed, the panels will be mounted above the ground with a low maintenance perennial meadow grass growing below. Due to the area between and beneath the panels being vegetated, the site will allow for infiltration in all areas of the solar facility excluding piles, access roads, and equipment pads. The minimal grading onsite is designed to maintain existing drainage patterns. Access roads are installed at grade and allow for runoff to sheet flow through the proposed meadow cover which provides treatment and, in some cases, runoff reduction . The proposed vegetation often slows the runoff and allows for water to filter into the soils for treatment. As shown in the runoff calculation spreadsheet in Attachment 3, the runoff increases by less than o .3 cfs from existing to proposed conditions during the 10-year, i-hour storm, and runoff decreases from existing to proposed conditions during the 100-year, i-hour storm . Runoff rates are shown in Table 2 below. TABLE 2 : EXISTING AND PROPOSED RUNOFF RATES 10-Year 100-Year Condition Storm Storm Existing Runoff (cfs) 9 . 04 35 . 04 Proposed Runoff (cfs) 9 . 28 33 .40 Adjacent Areas The Godfrey Ditch flows from west to east along the northern border of the site . This ditch prevents most offsite runoff from the north from entering the site. Offsite runoff from west of the site is unrestricted and flows from west to east through the western boundary. The offsite flows are included in the rational method runoff calculations. Onsite Soils The soils for this project site are classified as hydrologic soil group (HSG) D (Attachment 4) . The soil type found in the project site is Aquolls and Aquents, gravelly substratum . For the sake of this project, all soils onsite have been modeled as HSG type D. This soil information is based on the Natural Resources Conservation Service (NRCS) National Cooperative Soil Survey. The runoff coefficient typically referred to as a "C" value in Attachment 3 is larger in proposed conditions than in existing conditions. Offsite Soils The soils within the offsite contributing drainage are to the site are classified as HSG D, the soil type remaining consistent with onsite soils as Aquolls and Aquents gravelly substratum . This soil information is based on the Natural Resources Conservation Service (NRCS) National Cooperative Soil Survey. 4 I Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS South Platte Solar LLC April 12, 2023 Methodologies Used for Drainage Report and Analysis Existing and proposed discharge rates were calculated using the Rational Method. The Rational Method uses a runoff coefficient which is commonly referred to as a C value. This is not a soil type, but a value used to describe runoff rates of different land covers. Rainfall data was obtained from NOAA Atlas 14 (Attachment 2) . According to Sec. 8-11-40 of the Charter and County Code of Weld County, Colorado, there are exceptions to stormwater detention under varying circumstances . A basin was considered onsite and deemed potentially hazardous to public infrastructure due to conversion of historical sheet flow during existing conditions to proposed channelized flow out of the basin . Using the rational method spreadsheets provided by Weld County, an increase in runoff during the 1O -year, i-hour storm event of less than o .3 cfs and a decrease in runoff during the 1OO-year, i-hour storm event are exhibited from existing to proposed conditions. Taking these factors into consideration, along with utilization of Low Impact Development (LID) techniques, a stormwater detention variance is being requested for the site under item 13 of the exceptions : "A parcel greater than five (5) gross acres in size is allowed a onetime exception for a new four thousand five hundred (4,500) sq. ft. building or equivalent imperviousness. " Although the site technically contains o . 66 acres of proposed access road and 0 . 01 acres of proposed inverters/equipment pads, totaling 29 , 185 square feet of proposed impervious cover, surface disconnection of the impervious surfaces promotes treatment through overland flow runoff through proposed meadow grass as a treatment and runoff reduction mechanism. In summary, a combination of LID techniques such as surface disconnection and minimal grading, along with a proven runoff reduction for the 1OO-year storm and also potential adverse impacts to public infrastructure with addition of a basin, shows that filing for a variance and allowing runoff to sheet flow as it has historically is the best option for this site . See Attachment 5 for retention variance request. Timing/ Phasing Schedule In the initial and interim stages, the contractor shall install silt fence , vehicle traction control and concrete washout at the entrance, and a stabilized staging area. In the final stage of construction, seeding, mulching, and surface roughing shall be done in all disturbed areas, and erosion control blankets shall be installed on all slopes greater than 4 : i. The contractor shall also remove the vehicle traction control, concrete washout, stabilized staging area, erosion control blanket, and silt fence in the final stages of construction. BMP Installation, Inspection , and Removal BMPs will be installed prior to project construction, except for the BMPs in the final stage . BMPs will be inspected weekly and as required by the County through project completion by the contractor. BMPs will be maintained and remain in place at least until construction is finished and the site is vegetated. Once all exposed areas have been covered, the BMPs may be removed. Since the project does not include any other disturbance, no additional site stabilization is necessary and/or warranted. Permanent Stabilization The project will be seeded with the Weld County's Fertile Loamy Soil Seed Mix to establish permanent stabilization after construction activity has ceased. Reference the Temporary and 5 Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS South Platte Solar LLC April 12, 2023 Permanent Seeding Table on page EC-2 of Chapter 7: Construction BMPs in the USDCM Manual, Volume 3 . As per the USDCM Manual, permanent seeding involves the loosening of soil, applying topsoil, drill seeding the disturbed areas to a depth not less than 1/4 inch and not to more than 3/4 inch, and crimping the seeded areas in straw mulch at a rate of 2 tons per acres to provide immediate erosion protection. Summary The proposed site will be designed to maintain its existing drainage patterns for onsite and offsite areas . LID techniques will promote infiltration and slow/reduce runoff for the 1OO -year storm. Based on the landcover conversion the site design will adequately protect public health, safety, and general welfare and will have no adverse impacts on public right-of-way or offsite properties . Confidential and Proprietary. TBPLS Firm #10074302 Drainage Report I USS South Platte Solar LLC April 12, 2023 References Cited National Engineering Handbook, Part 63o Hydrology. Chapter 9 Hydrologic Soil -Cover Complexes . USDA. NRCS . 210-VI-NEH , July 2004 The National Map, 1-meter DEM , Elevation Data. Retrieved April 2022, from https : //datagateway.nres .usda.gov/ Web soil survey. Retrieved July 2022, from https : //websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx NOAA, & Service, N. W. AHPS Precipitation analysis. Retrieved July 2022, from http : //water.weather.gov/ precip/download.php USGS . USGS water resources : About USGS water resources . Retrieved July 2022 , from https : //water.usgs .gov/GIS/huc.html USDA 2013 Crop Data Layer, Landcover data. Retrieved July 2022, from https : //www.nass .usda.gov/ Researchand_Science/Cropland/ SARS1a.php FEMA Flood Insurance Rate Maps . Retrieved July 2022, from https : //msc.fema.gov/portal/advanceSearch# searchresultsanchor 7 Confidential and Proprietary. TBPLS Firm #10074302 Attachment USS South Platte Solar LCC F acility Site Plan USE BY SPECIAL REVI EW PERM IT USS South Platte Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 095936000013 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 36 , Township 5 North , Range 66 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. oe� .� • ! s Oe' • tia, •• . � Z'�: : ;� 4418'� � i :'� ;: � . �, . , �. �oF`�sS� 0N A�-��\ �e�5 PREPARED FOR: VICI N ITY MAP � P � . _ � - - - � � .} � > , ;•: � ;m, , Cz:,:;�y � � � o , �•. � .c. ..^:e..i➢. Y � >L�0.r�✓ 1 � �� " , 100 N 6th St. #410B ` � - Minneapolis, MN , 55403 � 392 � � REVISIONS: \ I 85 � # DATE COMMENT � A 02/23/23 Use By Special Review 5ite Plan � 257 � � B 03/13/23 Use By Special Review Site Plan , �— , i C 04/12/23 Use By Special Review Site Plan � � � � - t �� , � _� � � � � - w � � � � `T 263 � tr _ � � "� ��S{ - " �' l^ i I ` '� ui � { . � � _ � { 34 �''" ry _ a ' GREELEY '— � > " — „ , _ ,� o , �� , � rI ,� � � ,� � 1 ` � � 34 _ � �� 257 � � �� ( � � � � � � � � J ' � � � � i � -� � � � SITE ' � � �� ,E LA SALLE � JOHNSTOWN � - � � �� - 60 - I MILLIKEN >> � - ' � � �� 85 �i? z� - � 1 " = 10,000 ' SHEET LIST TABLE SHEET NUMBER SHEET TITLE �oo � �over PROJECT LOCATION (APPROXIMATE CENTER OF SITE) C100 Existing Conditions LATITUDE = 40. 34900° N u S S S O u t h P I a tte LONGITUDE = 104.72291 ° W C200 PV Site Plan � 20 � Site Hydrology PROJECT COORDINATE SYSTEM C400 Typical Details BEARINGS & DIMENSIONS ARE BASED ON S o I a r L LC NSRS 2011 , COLORADO STATE PLANES, NORTH ZONE, US FOOT C401 Typical Details C402 Weld County - Development W e I d C o u n ty, C o I o ra d o Standards C ove r a BOARD OF COUNTY COMMISSIONERS CERTIFICATION w Y � PLANNING COMMISSION CERTIFICATION This is to certify that the Board of County Commissioners , Weld County, Colorado , does hereby confirm and adopt N this Site Specific Development Plan and Use by Special Review and the Development Standards as shown and N PROPERTY OWNER' S CERTIFICATION This is the certify that the Weld County Planning Commission has certified and does hereby recommend to the o described hereon this _ day of __ __, 20 � � The undersigned property owner(s) do(es) hereby agree to the Site Specific Development Plan and Use by Special Board of County Commissioners , Weld County, Colorado , for its confirmation , approval and adoption this Site a Review Development Standards as described hereon this day of _ ____, 20 _ Specific Development Plan and Use by Special Review as shown and described hereon this day of _ _ _ __ P RE LI M I NARY V - - 20 Chair, Board of County Commissioners � NOT FOR CONSTRUCTION � ATTEST: � o Phyllis Burkgren - -- - - � Chair, Weld County Planning Commission Weld County Clerk to the Board DATE : a 4/ / J a BY: Dated : U --- - - - -- J o eputy er to t e oar 0 � SH EET: C O O r N l7 M O O C � USE BY SPECIAL REVI EW PERM IT USS South Platte Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 095936000013 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 36 , Township 5 North , Range 66 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. ° � � �� `_, ,/. � � � ' �.��,��' � b� 7Q � � �J � � � � � �_� , , � �� . LEG EN D : � � —� \\ � EXISTING CULVERT i � � -� , / � � � � ,� � PROJECT BOUNDARY ` I� � � / ' � i� � � � � C� � � � � NON - PARTICIPATING PROPERTY � � �,�� ^ J � —� 9 �� J �o � ,� � ' � �_ �% � �, � � _ — — SECTION LINES �O� .� • ! S `� � � �. �- ' � ' �-� — — RIGHT- OF-WAY LINES � ' �' �•. / - - � � � � � ii � . _ - - 3 ' � � . � I t� i� i � , � I - - - - - - - EASEMENTLINES � : ` � � t / / r � "� s� � � � ; '� 4418'� � : � ' > � �� L\ / � � � / � � � � r � � � 90o EX. INTDERVAOL CONTOUR A '� �� J � . ... . ,_ ,, .._ .' � ':� ,..1-_-- �" . f . / � ��i<' ��p��N��• �7� , '--�i '� " ��---r—J-- ✓-� . l ' a � � - a � , N � , - � APPARENTACCESSTO � I — EX. ASPHALT ROAD CENTERLINE �c � ; Q � ; � �� _� Gd ^ '�� 1 � • � � Q° � �� COUNTY ROAD 394 I — — — — — — — sS� 0N A'�� /� �I � � I h �C� J � _� � I ` < / � /� � � � � — — — — — — — EX. GRAVEL ROAD ,�S \t � � � � �v �/ � v •. ,, es�"i" / � "" I '� ' I � POH � EX. OVERHEAD POWER LINE - i d d `�' , � � � ` `� � ' .,� I � � o � ,Q � I `� \ �,J�,"_ � ��_ I O EX. ABANDONED OIL WELL PREPARED FOR: ' , , y Qo�- , . � I ' EX. DESKTOP DELINEATED WETLAND � ,�' I �n ;- % � � I .� � �� EX. FEMA FLOOD ZONE AE � � ,...� i ,- J� � � Q�% � � : '�j � oo � � u �- _ _ _ _ _ _ = PROPOSED GAS FACILITY ACCESS ROAD BY OTHERS _ _ , _ .., ,�' , � 5 � ��/ f ; . ,� o �� I � c� PROPOSED GAS FACILITY BY OTHERS ' � ' � � �,:. � � 1 .~ EX. GROUND SLOPE ��"� � o � �� 30' OIL AND GAS EASEMENT � �� , I � � � _ _, a- ... .tr ` ,]�li 0.q�.Y d � � APPROXIMATE LOCATION � i ` , , '� � � I �� / . �� I � � � Q � � � D I \ � / � Y a I � D e � � - d v � �% '� _ v-= � �" ,,; ,- _ , I � �� - � ,� � 100 N 6th St. #410B a p _ d � v h .o , � � � . > � � � I � a Minneapolis, MN , 55403 , � ,�'�" �� 48.8 ' INGRESS/EGRESS EASEMENT I I � a � � � �� C � �� 3gA� � REvisioNs: r : . # DATE COMMENT �� ► V R Q • !� b I . A 02/23/23 Use By Special Review 5ite Plan _ � �-� p V�� _ �-, �(`I R �l l � . � k p � D / ` • !_s. � I � p � � / C �60=�` � or Q I � V B 03/13/23 Use By Special Review Site Plan � j ,��/ , � � � \-� � �> � � ! .� ` � - a I � C 04/12/23 Use By Special Review Site Plan i � �� o � — j� ! o��ii Q 4 � � I� 0 _ EXISTING FIELD � � � � o � � I I � ' ENTRANCE / � �� , _/ q �J , �. I I � � '� . � i I / �� o - : 665 / ' 0� I � � �� I I lo �I � � o � ' � � ° I � Q � � � ��.� �� , I o � � � � � CATTLE GUARD �°N I I OVER DITCH � �� I � " - . . �' _ _ ] � p � � � � � � ��a � I I � � � a f � � � � I �- � �� ,- i � I � � �� ' 5 � �� `� = _ i i ; � % i . .�� .� . _��. - � _ ;�_�.-„�- � � /J � � I J - � EXISTING CULVERT � I I ' I / 0� ' � CMP - 36 " DIA I I � J I I rC � GODFREV DITCH ' � ,. , " r�y � � � � �- c � Z O N E A E � I � � �1 � � / ,��. , .�� —�' � � I � ` .�� , :�� . •, .-. . ( � { J .:, �sy ' ' • . y � \. � � ' . ., I �1J� �• • — J I . �� I �. �n �� r� � "I i I � r� � �'� • �� I I I I � ! fy -��'"' +� � ' � � �" � .�� ,� . �r � � � � � � \ ,�{ . ` � I � { _ I � � I I �y ' >r�� , CMP ' • '� . ` � - � _ - - - � I � I � •, , . �� 12 " DIA � 1��_ • � � � � � _ I � �y � � I I I �� ' • - � � � _ � � � - � I 'I . . . - - - - - - - - - - - I � � . . � � � - 4665 _ _ _ � � � � � � I I � � � � - � � � � � - - EXISTING DIRTACCESS ROAD I I � � _ � � � I \ � � � \ ' � � � � � � � � ' - I � � � � I � - � � � � � � ABANDONED OIL WELL ' � I � I � � I I � I � � � v �66� I � ,- 1 � � � � DIRT ACCESS ROAD � I . . i -� � -�� ,,� ��, � � � � i � ` i _ � � -� ,� � � � � �'1 / � � I- I��" � � v � � D � � � � � ��' PROPOSED GAS FACILITV BV OTHERS TI TLE COMMI TMENT NO. 1637715 j � � � � o� , oo� zoo� 300� � `� �I OWNER: PHYLL /S BURKGREN � � I � � G' � � -. � ° � APN: 095936000013 I � I � � I � ao � o. � a � a i �� v a Z m � - � � "/I � � � o Z � � \'�90 �� I ➢ �! � � � � � �� ' � , m4 � _ � � / � O � 4663 I � � �� E LINE, W 1/2 I I �� SECTION 36 � ` �/ ,, , ` e\ _ T-5—N, R-66— W, 6TH PM � � � � S S S O u t h P I a t t e ; � � \; I� I � � � , Q � Il � G � � � DIRTACCESSROAD II � I q � � „5 � W LINE, W 1/2 � 1 � � Y o � � o � Solar LLC • S E C T I O N 3 6 � � � � Q ` 0 T-5-N, R-66- W, 6TH PM � � � Q ' ➢ �� ; � W � � Weld County, Colorado �%' i -� � z ;. I PROPOSED GAS FAGLITY I � I u Q � - � ACCESS ROAD BY OTHERS I I � w , � 48.8 ' INGRESS/EGRESS EASEMENT I I W � REC. 2222185 I � � � � o_ (SEE ITEM 13) � ��'., • • • • � � � � � � Existing Conditions � a f � �c �.�. , � i Y �� i o � � � i � � �� \ /� ' HAV BALES � I I M �' � o � � ' S LINE W 1 2 ALONG PROPERTY LINE C � I � v / � � SECTION 36 ' � I I � ( � T-5-N, R-66- W, 6TH PM � � . � � , . � � � � � � ��, PRELI M I NARY a �- , - � � . . , ► � \ � � . - � � � � � � ' — ', - — — � � � � � � � � � � _ � , `, _ _ X � � � �� — �� j� - NOT FOR CONSTRUCTION o � �� —� _ ��- " � `J REEVE RALPH RICHARD (HEIRS OF) � � l �-' U " E / / � - BURKGREN PHYLLIS �� APN: 105701000078 ` \ ` � �; APN: 105701000040 � e � (NOT A PAR� I �/ ✓ D DATE : O4/ � 2/ 2 0 2 3 J � � (NOT A PAR� } � � � � J ' �� (� , '' �� ' ��/,!( �� - ��- � ; a - � ' \ I � / �� l � � � � � `n c — � 0 � SHEET: m a 0 _ � USE BY SPECIAL REVI EW PERM IT USS South Platte Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 095936000013 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 36 , Township 5 North , Range 66 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. �? � o � � � � 1 , ��,,�� . . � V � <� � � � � a � r � � � PROPOSED OPTIONAL TEMPORARY ,:, C V� � � / %��i-�� LE E N D . ' � � � � AGGREGATE TO ASSIST WITH � I � � � � D l � DELIVERIES � � � i ,� � PROJECT BOUNDARY ° NON - PARTICIPATING PROPERTY �� ' � . SEE DETAIL ENT01 ON SHEET C400 � 0 ° � � � �o � '� - �� — — SECTION LINES OQ` .• • � S j � / � \ � � ei ' / " /�� -- � � — — RIGHT- OF-WAY LINES �� ' �' 'Lr�� o � � � ° � � , • � , - EASEMENT LINES , : �` r � � -� � � � , � , . % � � r'� , - � � 90o EX. INDEXCONTOUR .� 4418'� � ; � . > ` EX. INTERVAL CONTOUR � n � � � , �. � PROPOSED UTILITY POLES �4 • � � � � � � /� S � - PROPOSED SITE ACCESS TO USE A •�• � � � ,� � � � -� � � ' � - a v ` ' � • � ' � ' � — EX. ASPHALT ROAD CENTERLINE ��'' ��'••••••''�� \� � ( ` � 7 ��J C� � � I _� ,�_� ^ � a f , \ oN � I EXISTING ENTRANCE � i t�s'S� L�� —� � 1 0 � � , � J Gd ` . _ ` � � / � � . �� , - ' SEE DETAIL ENT01 ON SHEET C400 = _ _ _ _ _ = EX. GRAVEL ROAD � � A �,�g J r � , �f � o �. � c� r' / l ( � � � Q�/� •,• � , - ' ' PROPOSED CULVERT � � � POH � EX. OVERHEAD POWER LINE / C, � � � < � � d d ~ � \ � � •,: - ' I � EX. ABANDONED OIL WELL � ( � '� � S � � �_� - - � /�- � � ' � . O . PREPARED FOR: � J , Qo�- , . � � I EX. DESKTOP DELINEATED WETLAND `' �'1 � � � - ' � � - - - - - - - PROPOSED GAS FACILITY ACCESS ROAD BY OTHERS � I `.- _ _. � � �� i . � � � � � � � i f i / � i J� \ ` °� ' � EXISTING OIL AND GAS EASEMENT (TYP.) � ` -f "� PROPOSED GAS FACILITY BY OTHERS _ _ , _ .., ,�' „ . .... Q , . , � � � � ' / f ; . �'� , , - ' � � � � /� - - - - - - - - - - - - - - - PROPOSED MODULE SETBACK ; � a � � �°'�' / '�� , � - ' � �" n �. I � PROPOSED SINGLE AXIS TRACKER ?'� � 30.0 ' � �.%T � ' I _ .<_ ° n . .n.�;. d � � , PROPOSED ACCESS ROAD � >L 0.`'.� i , , � � Q � � �� ,� - ' - ` II +4 � n v PROPOSED TEMPORARY ACCESS ROAD 1 N h #41 B c� .r�` �" .� , ' � � � , 1 � EXISTING ACCESS ROAD OO 6t St. O � p � V � � _ "�� s � '3�� ' � I � I� � X PROPOSED SECURITY FENCE Minneapolis, MN , 55403 �� , �� . o A ,�- �,. -�. . � � � ' -, � � Q.� PO �' � ' � EXISTING ROAD RIGHT OF WAY (TYP.) V( � � PROPOSED ELECTRICAL EQUIPMENT ' � � � _ - N-�� , � ' � SITE ACCESS TO USE urnv PROPOSED UNDERGROUND MEDIUM VOLTAGE CABLE REVISIONS: s �v �- � , - EXISTING ACCESS ROAD � # DATE COMMENT _ n � � , �,�` , - ' � _ � oMv � PROPOSED OVERHEAD MEDIUM VOLTAGE CABLE o � D � �� " �; : r� � � ' � � -' �7 � � PROPOSED LAYDOWN YARD AND PARKING A o2/23/23 Use BySpecial Review5ite Plan p i � / �q6� �� 665 � � � ' / / 1 � Q " J ��' �� ►► �►► � PROPOSED CULVERT B 03/13/23 Use By Special Review Site Plan � ' ✓ � ' � - � � PROPOSED SITE TRAFFIC FLOW C o4/12/23 Use B S ecial Review Site Plan Q i � � � � � a \ _ /� //� / � � / , � Y P ;. . , i i� � � � 4 � � � �� ' � � Q I ° O � � / � � � � V � � a � �j � � � ' � � -' ' �. �� . . i � . . . I� u � � � - ' � �- �� - SYSTEM SPECIFICATIONS i �� r�`�� / �' \ A665 � �� I � � � i � % ' ` �4 a r � : � ' SYSTEM SIZE DC 4, 723 .9 kW 1 r, r�� /" ° O - � ' � • �� ' � � �� EXISTING INGRESS / EGRESS EASEMENT (TYP.) � ' ,,, � Q �� '� � . �� Q SYSTEM SIZE AC 3, 625 kW � Y` ' I \ i i II � N o /�°N �� I I � ,� w � D C/A C R A T I O 1 . 3 0 3 ` _ � r � , � �" v � � � PROPOSED UNDERGROUND I Q a � � � � II � � MEDIUM VOLTAGE CABLE � t-�' �� p _ , MODULE RATING 540 W � � � �< '� �• �, � 0 � � - � � �' �-� o � - � I � � . � � �� ; � '� �,� � � f7 � TOTAL MODULE QTY 8, 748 � I I . ��' � a6 � _�?�� . � � � �• '�� N T O T A L N O. 5 4 M O D U L E T R A C K E R R A C K S 2 6 I / f � � '� � I C PROPOSED SECURITY FENCE (TYP.) _ ��" � �� 1 � � SEE DETAIL FN03 AND SN01 OF SHEET C400 . �� TOTAL NO. 81 MODULE TRACKER RACKS 16 / I i � EXISTING FIELD DELINEATED WETLAND (TYP.) _ � �y �;, ��' � / � I � ' • � � - , , • , .�� PROPOSED 81 MODULE . q665 , .. � . _ _ - - �4 I � - �h . '�' - - I TOTAL NO. 108 MODULE TRACKER RACKS 56 � � , �_� �"" TRACKER RACK (TYP.) ` ` '� _ - _ I , I . _ - - � I �' }�� — s _ - - _ _ - - , � , . �,—� � _ � .�i , � - q66 - _ - I � � I ' T�l � '�� r� � GOODFREY DITCH � � - - - 20.0 ' � INTER- ROW SPACING 13 . 8 ' � - - _ - - � I � - _ - _ - I I I •'�-� .� � � - - - - - - - - - - - - - - � � - - - x x x x I� PITCH 21 . 3 ' � � . • . _ - - � 20.0 ' I , . _ - - _ - - � . �~�'_` � _ _ - - - - - - - - - - - - - - �': � I � � � I � � � •�`,�?-r' ' _ - - - _ - � � PROPOSED ACCESS GATE � oQ � X I I GCR 35 % ' � - I � I � � � � _ . , , . �\ � J � I � i � ` _ _ � � ' � � � x x x x x �� - -� " � FENCED AREA 19. 7 ACRES Q I r � � i � � i O � � i � � � X i o i I PROPOSED GAS FACILITY � } � � � > a �� x BY OTHERS � i � 0 ,� � 62 ' . _ _ , II i I g4 I I i " x � GENERAL NOTES: I I i 20 ' SIDE YARD MODULE SETBACK 4664 PROPOSED TEMPORARY I �` � 1 . INSTALLATION TO COMPLY WITH NEC 2017 ARTICLE 690 AND ALL �l i � 'I LAYDOWN YARD AND I � APPLICABLE LOCAL, STATE AND NATIONAL CODES OR REGULATIONS o' 100' zoo' 300' SITE PARKING � � �� 2 . EQUIPMENT SHALL BE LABELED PER NEC 690 AND XCEL ENERGY � � � X x � � � REGULATIONS L � � i PROJECT BOUNDARY � � 3 . 12 ' ACCESS ROADS SHALL BE DESIGNED TO ACCOMMODATE ALL e � i � � CONSTRUCTION, OPERATIONS, MAINTENANCE, AND UTILITY TRAFFIC E / � i I THROUGHOUT THE SITE. / i � 4664 `"" `"" - - `"" - `"" - � x 4. DIMENSIONS TO PROPERTY LINES AND EXISTING FEATURES ARE ' � x x x � - 50.0 ' � APPROXIMATE PENDING SURVEY. I � 20.0 ' W W W W � uMv uMyY uMv W u u � uMv W urnv 5 . THE AREA WITHIN THE SECURITY FENCE WILL BE VEGETATED WITH A ' �� 20. 0 ' � � POLLINATOR- FRIENDLY NATIVE HABITAT MIX. � i � PROPOSED ACCESS GATE 6. PROPOSED PROJECT IS WITHIN FEMA ZONE AE. V S S S O � � � P I a tte ; ` �[ / `� � x � I � J I l , G:, , PROPOSED 54 MODULE , PROPOSED ELECTRICAL EQUIPMENT (TYP.) � I i � - - ' " TRACKER RACK (TYP.) PROPOSED 12 WIDE I i I � � � � ACCESS ROAD (TYP.) I � i � S o I a r L LC 0 �� 4663 x I � �i � � �i� . ' ' ' ' � Weld County, Colorado � � x ', � ; ,�. � I PROPOSED GAS FACILITY X I � i � ': i � AUCUSUOD UYUTURU 21 . ' I � il �� ; � x 3 I � }�-��, � � 13I.8 I � � I � � � � � , � ; � PV Site Plan � � x , � � �� i � . �;-. � a �\ �� , i i � � � EXISTING FENCE TO BE ' � x • ` I � i I �� REMOVED � � i ' � 466� � I i � a I I � N �,� ) , � C � � r�� ; � �.� i , I I M O . _ ' . . . �� //A�� ` l ; I � M �� \� �� /�� \ \ / / . . � /-( ( ( \ k • I I �-y I I I �� l � � j 1 J� � � �( ) < < 3 � � ��?�� , , � � , ; �� . . . 4662 � � � ► � � _ �� , -- P R E L I M I N A RY a � i , � u , Y , , � � r , , , _ . i �l � , � a � i a � > � il � 1 � T � � NOT FOR CONSTRUCTION a ,� � � �. �� . � . � � —� � , , � �. � � :� 45 ' � � '� x - . x x x x x \ _ X '� � � - �' / � � � �-;, � • • • . �� ., , - i � �� , � � � . - _ . . .. � M - � � - - ` " - - p663 � PROPOSED 108 MODULE 5 ' � \ — — ' �' �J V � � � � / � „ ' ' 19 ' �� ' TRACKER RACK (TYP.) � �;:� � � o , � � � � • } ��20 ' REAR YARD MODULE SETBACK ' � � ,-�, � DATE : 04� � Z� Z023 � � , � -. � � � ' FEMA FLOOD ZONE X � i � ° � � � � � � � � � SHEET: m a 0 _ � USE BY SPECIAL REVI EW PERM IT USS South Platte Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 095936000013 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 36 , Township 5 North , Range 66 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. a � � � �� U r � � � • ° `^I , � , V � � � �� LEGEND : � � � a � � - � � /� , � � � � ,� ' , � �� PROJECT BOUNDARY I � \ ) � � r D e � � � � � / ! �� NON - PARTICIPATING PROPERTY � ,�� ° � � � �o � '� �. �% �, �,, � — — SECTION LINES OQ` .• • � S J v � � j � _ / ( � f,1' � � ' � � - - RIGHT- OF-WAY LINES � ' �' Z.�; o �f \ � � � �� ` �� / � ��, • � �� ' l� EASEMENT LINES � 4418'� �r • /- l . ` , / / , ' � goo EX. INDEX CONTOUR ' � '� • ` � / � � � �/ ` , - I, PROPOSED CONSTRUCTION ENTRANCE ;+m . �' n � � v " > S � �� J ,� � • v , � ' � � SEE DETAIL GD05 ON SHEET C401 EX. INTERVAL CONTOUR '��O . �. �� /, l � ,� � � J L �..� ' � r , ,/'-� - "� a � � - a QON �/ � . � , � - ' � � � ' — EX. ASPHALTROADCENTERLINE �'<cs•••••••••ti��\ � -- � 1 7 ° � � � � � � ---- C�d �� ` . _ ` � � / � J • �/ , � - ' ' � _ _ _ _ _ _ = EX. GRAVEL ROAD S� 0NA� �e�S � � �- � � r" � ( � o �� •� - ' � I � P�H EX. OVERHEAD POWER LINE r� Z v ; 4 � �� , , � � � � � � � d d � � ( � \ n � � •,:'�� - ' � I � � EX. DESKTOP DELINEATED WETLAND � � � / � \ �- � � �� ' � I - - - - - - - PROPOSED GAS FACILITY ACCESS ROAD BY OTHERS PREPARED FOR: � I , . O� � • � � � � � � � � � �_ � � PROPOSED GAS FACILITY BY OTHERS �, � � � ' � �� ' � � ' / I JJ ' \ Qoi ' �„ , - ' � I ►- PROPOSED MODULE SETBACK '� - - - - - - - - - - - - - - - , � .._ .� 1 � ��/ f ; . �'� , - ' � � � /� PROPOSED SINGLE AXIS TRACKER ' m, � ' / � � „.�! 9 , .d� � o � �°'� � , : '�� , , � ' � — PROPOSED ACCESS ROAD ' � � / // � I Q tr `'.>Tli 4'- Y d � � � . : '�T , � � " I � (J X PROPOSED SECURITY FENCE - � ; Q � � ''� �� . ,� , � � � ` I p n �S a � PROPOSED ELECTRICAL EQUIPMENT /� .r�' �. ,� r , � � � � unnv PROPOSED UNDERGROUND MEDIUM VOLTAGE CABLE 100 N 6th St. #410B b � r/ , v - "�'� �1 ' �j �-,� � - ' � � < r � oM� � PROPOSED OVERHEAD MEDIUM VOLTAGE CABLE Minneapolis, MN , 55403 d � � i � � a o � . � . � 0 -4 �-�� 3 � � �, . � , , - , � � a , _____ PROPOSED LAYDOWN YARD AND PARKING � -------- --------- I _ -`� � [ REVISIONS: s r_ O�N� , , - 0 � � � ►► �►► � PROPOSED CULVERT # DATE COMMENT _ � � � �, / � G , , - ' _, � = sF PROPOSED SILT FENCE o D � �` r � � ` � / � �' o�o � � aio PROPOSED BIOROLL A 02/23/23 Use By Special Review 5ite Plan p � ,i- � - ' ; � P / � / �q66' I' , `�665 / � Q O�'� L � I` ~ B 03/13/23 Use B S ecial Review Site Plan J 1 .48% EX. GROUND SLOPE Y p � � � � ' ✓ � ' � � - � - - - - - - - DRAINAGE AREA BOUNDARY C o4/12/23 Use By Special Review Site Plan � /� , � \ =^� "� � � QON�� ii � � � - ' � ;� Q a 4 � I o - PROPOSED ROCK ENTRANCE ✓ / i � _ � I ' I � / � � � r � � i / � / ' f�-- ` I� � ��// � � + � � � . i. � . I1 �... . < � � , , - � � I GENERAL NOTES: ; � �I r�� `'� �665 � D � i �y'- ' � � 1 . THE ENTIRETY OF THE SITE REQUIRES VEGETATION ESTABLISHMENT PRIOR �r \ � , � � �� ' p2 �( � ° TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES TO REDUCE � ;-, DISTURBANCE. VEGETATION MUST BE ESTABLISHED WITH A DENSITY OF � ,��" ' � � � �, L`� � � . N � p �y � � i v I< 70% COVERAGE. ANNUAL VEGETATION COULD BE USED FOR PROJECT �- Y` � I \ i � !o�o � � ^ _ � o DURATIONS LESS THAN ONE GROWING SEASON . PERENNIAL VEGETATION /�° �� ' I I � • ,� / N � ' ESTABLISHMENT IS NEEDED FOR PROJECT DURATIONS GREATER THAN � - Ir ' • � G � � � ONE GROWING SEASON . f / � � � � � I ,_, ��.' a 2 . PROPOSED PROJECT IS WITHIN FEMA ZONE AE. � � � `-� I� `� � � � ,��=_-, � , � . _ _ � � < � �• � ;� __ _ � _ -- � � � I � � �' � , � . 0 � `�� , � � � �� '�� . � � � � � � � ' I � /: � �. '�� . I � I I .� o � � � � � I �• � � , � I � ��'o ��i .�' �T_ I� � / i { ° EXISTING FIELD DELINEATED WETLAND (TYP.) �j. , ,�-�: .� � �"1� � ' �-�.`A' � '< I � � � - -• • • -�>- �� ,J . , � • � I � � • � I --� �'?-(� � �. _� , _. � • ,. 4665 , ��^"�� " . � � � - � � � �-• • � � � • _ � � � ��; ��'�� , ��)-;� �`" ' � � _ � � , • �' . ' 65 - ` - - - � , `�'�t 46 - _ - � ' • '-�� ' � � - � _ _ � - - � { � � � � r � -�-�'' � � DFREY DITCH � _ - _ _ I I I I � � .�_ ��y GOO — _ _ I _ � / ' — c —� SF X SFx SX XF X SF � I — — � �F I � • j I � .r . _ -� - - - - - - - - - t .►� � � � ' • ' - ' � - - - - - - - -.,.r � -�� I I I � � �� ' > �'�' ` - - - - - - � � .. � � — � � — � — � (//�\\ v, l o^ I I I � ' � - � I � V J T I J . \ \ I I \ - I / ' \ ". I � \ � i � i � SF SF SF SF � SF x / / / ,'� . O Q . \ I I � ` _ � � i � X X X X X � - - � � � �� i � o � � o � \ I I � i � � � / 1 i � � 1 O I i � x , � � � i � � � O �� N � � I � o i TI � � - - � � � � I x � � � � � I I � i 4664 � I T '� � ' I � o� � oo� zoo� 300� � � � ACCESS ROAD TO BE BUILT AT � d I � � X GRADE TO PRESERVE EXISTING 460� � � L � i DRAINAGE PATTERNS ° ` 0 I I I T I � O v k / ' I � 4664 r..., ,_..., ,...r r.... I � � I i - x I �i � x � x � i I x W M. W W W � UMV UM,�(Y UMV W Uf 2� Ufyy(� UMV W UMV � �� II ; PROPOSED CONSTRUCTION ENTRANCE ��I I � USS South Platte � � �� , SEE DETAIL GD05 ON SHEET C401 r �, � I i � � � � - �� i x � � � � ' Solar LLC � .� `� ', , ; � v i� 4663 x I � i � � ; ; � Weld County, Colorado . � � � J�� i x � � � � � i — r� n �� i X � � i �� ', I x o � I i I PROPOSED SILT FENCE (TYP.) . �� N ��_ ' � '� � � Site H drolo . �� , � � � ° x ; � �, � Y gY � � � � � � � � Q VJ \' I Y^ I I � I II Y � � � � t�` . I � . ` �° ! ¢ I I I I � . % ��c_, 66 x � I � I I II � N r- ' I , . .�' � � � . ;—�� / �.r� � . . i ,�, � m . � i � � r/ / �)�� t� o . � � . . . �� //��,r �^� � c ; i � M �� /�� V ( / \ 1 • I I I I . . � . � �� r � A / / � / A A � � , � _ _ � �� !� • . 'iil ' � . . _ � / �V A .� /� � .�Cr 3 � ..� �� . J q r`. _ _ _ _ _ _ . . - a �u , � , r , , . ; � : a - v ��.� .— _ ,_ �� 1 ,; . �� : � �fl 3� > 4662 �, , � �, � P R E L I M I N A RY _ �' � � � , � , � � � � - - � - . , ��., ; . - � ' � J-�• � � . � . - - .. � � � ; / � — � c . ,: _ _ - r . � c � . r, � _ . _. R _X X _. .. X � X ... X �� _ x � � � � � — � � ' ' - ,'- , � � i� � � � � _ _ � �� _ � ; � � � -� , � � �-� NOT FOR CONSTRUCTION . : � . . � � �,, � � / _ _ ` - - 63 `�\ / � - _ o � � �� " �6� � � ( a _ V � / o I ".�.� � � � DATE : 4 � 2 2 2 a . . �—� 0 / / 0 � Q � � } � (� � � PROPOSED FIBER LOG (TYP.) ° �� ; � . / �� 1 1 . , � i � `n � � SHEET: � � � O m a 0 _ � USE BY SPECIAL REVI EW PERM IT USS South Platte Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 095936000013 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 36 , Township 5 North , Range 66 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. CL � � ' � � / p�h � � . ! S 6 ' � 6 ' � I O�' � ta A•_: � J � J p0 / . "�� / �� / � • � w � w � 2 y� • • � Q � Q /� , - : � 4418'� � : � � N � 'I • - � � � 2% SLOPE 2% SLOPE � � � � �'9 j� � , / .o�� '�c�,'`�� . EXISTING , '— —� , EXISTING / ' � / � ��, ��F�.��....••'.�� GR�UN� '`. ' GR� UND /� � sS� ONA��e�5 CL eo� � � � � � � SITE ACCESS TO USE 6 ' 6 ' � � EXISTING ENTRANCE PREPARED FOR: � � ; � � ol J ' � � I � � ow � ,�� j � Q OPTIONAL TEMPORARY � � p � o � � EX�STING � TURNING RADIUS TO , _ _ �� w � 0 2 /o S L O P E D � ASSIST WITH DELIVERIES - ' � � ' � 2 /o SLOPE �� GROUN � , EX�STING _— � �- , — I ;_;:�� , , / / / i o ' • •� � / / I � � `� �4 GR�UN� � � ' _ .<_ n .; n.�;. L 5 � - ' � I � ' PROPOSED CONSTRUCTION 16 ' ACCESS DRIVEWAY , , - ' � , ENTRANCE �� 100 N 6t St. #410B , , � ' SEE DETAIL GD05 ON SHEET C401 Minneapolis, MN , 55403 , , , " I � , � ' REVISIONS: # DATE COMMENT � NOTES : I I A 02/23/23 Use By Special Review 5ite Plan 1 . CONTRACTOR SHALL CONSTRUCT CROSS - SLOPE ROAD SECTION WHERE ACCESS � � I B 03/13/23 Use By Special Review Site Plan ROADS ARE CONSTRUCTED ON A SIDE SLOPE, AND WHERE OTHERWISE NOTED ON � . PLANS, TO ENSURE THAT ROADS AND SHOULDERS REMAIN WELL DRAINED AT ALL � C o4/12/23 Use By Special Review Site Plan TIMES. I Westw�ood TYPICAL SOLAR ACCESS DRIVE R D 01 ��d TYPICAL SITE ENTRANCE DETAIL E N T01 1 " = 40' CORNER, TERMINAL OR CROSS MEMBER BRACE POST PULL POST IF REQUIRED 6" DIA. MIN . (TYP.) LINE POST 20.0' GATE POST TUBE STEEL FRAME ./� / ��/ I- � i LOCKABLE LATCH ;��" ' _ � � � � � � _ ��--�� \ /� i _ WOVEN WIRE FABRIC I � Z _:-:-:-.,- , -:-:-:-.,- . -.,-..-:- � �� - � : ,. l. � / I co � : - --,—:--.—:—.._�—.—..—.. � �� BRACE WIRE i I I I I I GALVANIZED WIRE MESH ./� _ i I I_ � - - - - WELDED TO FRAME - - - - - �!� _.-- . -.-: . - - -., -. -; ;. . ;-. .-- . --- . -:-. .- ; -- ;-.., -- . --- . -.. � : l l � l l l l � . �. ./ ./� �\ /� /� ` � i�. � i I I 1=1 I 1=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-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-I � �=i � �_� � �=i i �=1 I I-1 I I-1 I I-1 I I-1 I I-1 I 1=� � i=� � �—� "—" '—" '—' � �—� � �—� � �—" '—" '—" '—� � �_� i i=� I 1=1 I 1= _ _ -1 I 1=1 � �=i i �_� � �=i i i=1 I 1= _ _ = 1=' � �= _� � �_� � �=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 i-i i i-i i . GRADE � SEE FENCING COMPANY SPECIFICATIONS FOR MAX. SPACING NOTES : 1 . FENCE AND GATE TYPE TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION 2. STRUCTURAL DESIGN TO BE PROVIDED BY FENCE SUPPLIER NOTES: 3 . DIMENSIONS AND INFORMATION SHOWN ABOVE ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS AND INFORMATION TO BE PROVIDED BY 1 . FENCE AND GATE TYPE TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION MANUFACTURER/SUPPLIER 2 . STRUCTURAL DESIGN TO BE PROVIDED BY FENCE SUPPLIER 4. A KNOX PAD LOCK WILL BE PLACE ON CHAINED GATES OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS. 3 . DIMENSIONS AND INFORMATION SHOWN ABOVE ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS AND INFORMATION TO BE PROVIDED BY MANUFACTURER/SUPPLIER 5. SEE NOTES IN DETAIL FN01 ON THIS SHEET. Westw�ood TYPICAL LIVESTOCK FENCE DETAIL F N 03 �� TYPICAL LIVESTOCK FENCE VEHICLE GATE DETAIL F N 04 (NOT TO SCALE) (NOT TO SCALE) USS South Platte NOTES: � 1 . DANGER LABEL FOR SECURITY FENCE; SPACED EVERY 100 FEETAROUND So l a r L LC ° PERIMETER OF ARRAY. SIGNS SHALL BE AT LEAST 14 GAUGE GALVANIZED STEEL OR � ALUMINUM OR MINIMUM 3/32 '� THICK UV 1 ' MINC OVERT BOVE MATCH INTO EXISTING GRADE Weld Cou nty, Colorado M STABILIZED POLYCARBONATE OR 4: 1 MAX SLOPE 12' ACCESS DRIVE PLEXIGLASS WITH 20 YEAR MINIMUM LIFE MATCH INTO EXISTING H I G H VO LTAG E K E E P O U T UV RESISTANT PAINT/LAMINATE FINISH . � � �E 4: 1 MAx s �oPE DRAINAGE STRUCTURES LOCATED FASTEN TO FENCE WITH A MINIMUM OF (4) AT SITE ENTRANCE. SEE PLAN _ - GALVANIZED STEEL OR 1 /4 " NOMINAL SHEET C.200 . . � � ~ HEAVY DUTY UV STABILIZED ZIP TIES. Typ I C � I D � l � I I S M P H OTOVO LTA I C A R RAY EXISTING a � EXISTING w � GROUND CULVERT GROUND � - w - _ � AUTHORIZED PERSON N EL ON LY � a � INSTALL CULVERT TO MATCH EXISTING DITCH SLOPE, SET N M INVERT 6" BELOW DITCH BOTTOM � a � PRELI M I NARY � � � 2 � � NOT FOR CONSTRUCTION � � N l0 M O O - 04/ 12/ 2023 � DATE : o WestNwod TYPICAL DANGER LABEL FOR SECURITY FENCE S N 0 � ��d TYPICAL CULVERT SECTION VIEW G D01 a U 0 � C400 � SHEET: m a 0 _ � USE BY SPECIAL REVI EW PERM IT USS South Platte Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 095936000013 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 36 , Township 5 North , Range 66 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. 36 " WIDE FILTER FABRIC DRIVEN WOODEN 5 ' MIN STEEL/WOOD � STAKES TO BE � FLOW NOTES : PERPENDICULAR P� 0 T- POST �� 1 . FIBER ROLLS SHALL BE INSTALLED PRIOR TO UPSLOPE DISTURBANCE ACTIVITIES UNSLOPE DISTURBED TO SURFACE F�� D�' � �Q: �� . ! �' � COMMENCE . AREA/PROJECT SITE � -� p`� , ti,�, •� .� - F� 2 . FIBER ROLLS SHALL BE PREFABRICATED AND MADE FROM WEED FREE RICE �� / �oP��NP _ �� PONDING HEIGHT STRAW, FLAX, OR A SIMILAR AGRICULTURAL MATERIAL BOUND INTO A TIGHT fLOV1L FLOW � �' 4418'� `r" ' E� � . ��,��,��,��,��,;%, �° � G FILTER FABRIC, ATTACH TUBULAR ROLL BY NETTING . USE A 6 " OR 12 " DIA. ROLL. -�- -� :� �� Q P`� �%�%�%�% % � %%�T ,%�� 6 �N . �, � �S-��N "�`%?`,�i?`.�T,`�>`.%`%��` ```�``�``'`�''� SQPC SECURELY TO UPSTREAM 3 . TRENCHES SHALL BE CREATED ALONG THE SLOPE OF THE PERIMETER. THE 'o,P� : �� X f SIDE OF POST WITH TRENCH DEPTH SHOULD BE 1 /4 TO 1 /3 OF THE THICKNESS OF THE ROLL, AND THE �.� �'••.....••'��G� 3 - 501b TENSILE STRENGTH WIDTH SHOULD EQUAL THE ROLL DIAMETER, IN ORDER TO PROVIDE AREA TO �`sS� ONA�� g 5 STEEL PLASTIC ZIP -TIES PER BACKFILL THE TRENCH . � T - POST POST WITHIN TOP 8 " OF 4. STAKE FIBER ROLLS INTO THE TRENCH . DRIVE STAKES AT THE END OF EACH FIBER FABRIC ROLL AND SPACED 4 FEET MAXIMUM ON CENTER. USE WOOD STAKES WITH PREPARE� FOR: � ��_ RUNOFF NOMINAL CLASSIFICATION OF 0. 75 IN BY 0. 75 IN . AND A MINIMUM LENGTH OF 24 WRAP ENDS UPSLOPE TO STANDARD DETAIL "_" '_ , CONTAIN RUNOFF FROM �� i�� 111=111 *� � � �� SET CONSTRUCTION ENTRANCE ' - � g IN . OVERLAP ROLLS , . uiTiiiiiTi ;�': : BACK FROM PUBLIC ROAD ��N TRENCH WITH NATIVE BACKFILL 12 " MIN . �� " " ' l' 5 . ROLLS SHALL BE INSTALLED PERPENDICULAR TO WATER MOVEMENT, AND CONSTRUCTION AREA A MINIMUM 6 " }� SEE SHEET C300 M\N��,1�� ; � �� ''� � � 4 " PARALLEL TO THE SLOPE CONTOUR. UNDISTURBED AREA � J '�` � � ,�2 � , � ; FABRIC SLICED INTO SOIL 6. TURN THE ENDS OF THE FIBER ROLLS UP SLOPE TO PREVENT RUNOFF FROM ' ��;;� FODS REUSABLE CONSTRUCTION WITH COMPACTED GOING AROUND THE ROLL. THE UPSLOPE POINT SHOULD BE A MINIMUM 6 ° _ _. �- .tr .. ^:e..ig `•.>li�0.r1YY ENTRANCE INSTALLED IN A 1X5T BACKFILL HIGHER IN ELEVATION THAN THE LOW POINT. - � CONFIGURATION OR APPROVED EQUAL 7. IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE OVERLAPPED A MINIMUM OF 6 INCHES, NOT ABUTTED. 1 00 N 6th St. #41 0B 8. FIBER ROLLS ENCASED WITH PLASTIC NETTING ARE USED FOR A TEMPORARY 10. FIBER ROLLS MUST BE INSPECTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS FOR Minneapolis, MN , 55403 NOTES: NOTES : APPLICATION ONLY AND SHOULD BE REMOVED FOLLOWING STABILIZATION . THE ASSOCIATED PROJECT TYPE AND RISK LEVEL. IT IS RECOMMENDED THAT AT A MINIMUM , THE 1 . CONSTRUCTION ENTRANCE SHALL ADHERE TO CDOT REQUIREMENTS FOR VEHICLE 1 . INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT FIBER ROLLS USED IN A PERMANENT APPLICATION SHALL BE ENCASED WITH A BMPS BE INSPECTED WEEKLY, PRIOR TO FORECASTED RAIN EVENTS, DAILY DURING EXTENDED RAIN REVISIONS: TRACKING CONTROL. WHEN ACCUMULATED TO 1 /3 THE HEIGHT OF THE FABRIC OR MORE. BIODEGRADABLE MATERIAL AND MAY BE LEFT IN . EVENTS, AND AFTER THE CONCLUSION OF RAIN EVENTS . # DATE COMMENT 2. CONSTRUCTION ENTRANCE SHALL BE INSTALLED PER MANUFACTURER 2 . REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE 9. TEMPORARY INSTALLATIONS SHOULD ONLY BE REMOVED WHEN UP GRADIENT 11 . REPAIR OR REPLACE SPLIT, TORN, UNRAVELING, OR SLUMPING FIBER ROLLS. SPECIFICATIONS . SEDIMENT OFF - SITE AND CAN BE PERMANENTLY STABILIZED . AREAS ARE STABILIZED PER GENERAL PERMIT REQUIREMENTS, AND/OR 12. SEDIMENT THAT ACCUMULATES UPSLOPE OF THE BMP SHOULD BE PERIODICALLY REMOVED IN A o2/23/23 Use By Special Review 5ite Plan 3 . IF SEDIMENT TRACKING IS OBSERVED ON EXISTING PAVED ROADWAY, THE 3 . SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING POLLUTANT SOURCES NO LONGER PRESENT A HAZARD. BUT, THEY SHOULD ALSO ORDER TO MAINTAIN BMP EFFECTIVENESS . SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT B 03/13/23 Use By Special Review Site Plan CONTRACTOR SHALL SCRAPE AND SWEEP THE SURFACE . EFFICIENCY. BE REMOVED BEFORE VEGETATION BECOMES TOO MATURE SO THAT THE ACCUMULATION REACHES ONE -THIRD THE DESIGNATED SEDIMENT STORAGE DEPTH . 4. REGULAR INSPECTION AND MAINTENANCE SHALL BE PERFORMED OVER LIFE OF USE. 4. ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE REMOVAL PROCESS DOES NOT DISTURB MORE SOIL AND VEGETATION THAN IS 13 . RILLS OR GULLIES MAY BEGIN TO FORM FOLLOWING MAJOR STORM EVENTS WHERE RUNOFF HAS C o4/12/23 Use By Special Review Site Plan 5 . LENGTH MAY BE NEED TO BE EXTENDED AS NECESSARY TO IMPROVE PERFORMANCE. BOTTOM OF FABRIC IS HIGHER THAN " PONDING HEIGHT " . NECESSARY OVERTOPPED THE FIBER ROLLS . THESE RILLS OR GULLIES SHOULD BE PROMPTLY REPAIRED. Westw�ood CONSTRUCTION ENTRANCE G D0 5 ��d SILT FENCE G D03 �� TYPICAL FIBER ROLLS FOR PERIMETER CONTROL G D42 NOT TO SCALE NOTES : SPACING FOR STAPLES 4' *AN APPROVED ALTERNATE MAY BE USED* SLOPE RATIO STAPLES/YARD ° 1 . DIMENSIONS MAY VARY BASED ON MODULE SELECTED. * USE AS NEEDED* 2: 1 (H :V > 1 .2 STAPLES � � � - = �`� 2 . SOLAR EQUIPMENT TO RETAIN 1 ' OF FREEBOARD FROM THE WSE X 2 : 1 - 1 1 1 .7 STAPLES �� ' - 12 3 . NO HABITABLE STRUCTURES PROPOSED ON SITE � ,, � � ,� �� BERM �� -� -� ii �, -, -, iiii � � �" � TAMP DIRT i�\ OVER MAT/ VARIES PER MODULE SELECTED z ' - VARIES c., �,� > '. a; ��` BLANKET �, � � ` ��, N �Q ��Q�" r r /\��/\��/\/\��/j��. % / / / ' � ' _ � r �\�j\�j��` i; r � _ _, .., � _ ; r � � r r /�. ' %\��. ' " � r r j� GENERAL A A � �V RIES i�� STAPLE � Q- � �� \ � PATTERN @ j\��i�. �� 6. 5 ' ROCKACCESS MIN . 4° � � r ' \\��\\ � �� 1`�E� ��O�H � OVERLAP � �/j��/j./ � i 4' Pg��1A1ER ' URCE � CONCRETE � r � ��:'� ��' 5� 9 B v e v � WASHOUT SIGN ° ��/�`�/ � �� N N � EARTH BERM � SILT FENCE ' � � � � ��j,�// � i� NON -WOVEN GEOTEXTILE � � MULTCH & SEED � /��/ � FILTER FABRIC UNDER t t � �� TYPICAL TREATMENT NOTE5 : ,�� `� � WET SLOPE LINING TYPICAL SLOPE <i,,i, ii� ii� 1 . CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT ��, ; � -� Pg�E CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. SOIL STABILIZATION ��\,� WA1ER � ISOMETRIC VIEW IMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER. NOTES: � � � WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS . 1 . REFER TO THE PROJECT SWPPP FOR IMPLEMENTATION REQUIREMENTS . - 2 . MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE. SECTION A-A 3 . SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS . t MINIMUIM 1 ' FREEBOARD BETWEEN DRIP 4. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. WATER SURFACE ELEVATION EDGE OF PANEL AND WSE 1 . 5 ' MIN SILT FENCE 5 . LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. IMPERMEABLE LINER 6. DO NOT STRETCH . 7. BLANKET TYPE AND WEIGHT MUST BE CHOOSEN BASED ON SITE CONDITIONS AND ' MANUFACTURERS RECOMMENDATIONS . ,,. � 8. STAPLE LENGTHS SHALL CONFORM TO MANUFACTURERS RECOMMENDATIONS. Westwood TYPICAL TRACKER PANEL PROFILE VIEWS TRK01 �� CONCRETE WASHOUT AREA G D0V W��d TURF REINOFORCEMEONTIMATS FOR S OPES G D21 NOTES : SILT FENCE OR OTHER PS� � PS� � Psc1 1 . DIMENSIONS MAY VARY BASED ON INVERTER AND ELECTRICAL EQUIPMENT SELECTED. APPROVED PERIMETER � 2 . SOLAR EQUIPMENT TO RETAIN 1 ' OF FREEBOARD FROM THE WSE . SEDIMENT CONTROL s� 3 . NO HABITABLE STRUCTURES PROPOSED ON SITE. 3 ' MIN ELECTRICAL EQUIPMENT �� V S S S O � � � P I a tte STRING INVERTER � . . . . . � � STOCKPILE : . : ;. . . : . : . . ::. . . :..: � A a � Solar LLC , � ` / esG Weld County, Colorado a ; . . o � A� / PSc FINAL `�` � Qs� FINISHED ` Psc GRADE PLAN VIEW ' MAX SLOPE SILT FENCE OR OTHER Typ i ca I Deta i I s 1 MIN . FREEBOARD a WATER SURFACE 2 APPROVED PERIMETER i ELEVATION � SEDIMENT CONTROL w � � � m N � M � "' z 1 ' MIN . FREEBOARD N � PRELI M I NARY a WATER SURFACE ELEVATION � ��` SECTION A-A o � RA ° E � \/ ;\\�;�\�;�\�;�\�;�\`;\\j , NOTEs : NOT FOR CONSTRUCTION M /�� /�' �� /��. / 1 . SOIL STOCKPILES SHALL BE LOCATED ON SITE AND BE ENCLOSED WITH SILT FENCE OR 0 � OTHER APPROVED PERIMETER SEDIMENT CONTROL. IF THE SOIL IS TO REMAIN � TYPICAL STRING INVERTER TYPICAL EQUIPMENT PAD 04/ 12/ 2023 � EXPOSED FOR MORE THAN 7 DAYS, IT SHALL BE HAND BROADCASTED AND MULCHED DATE : Q ACCORDING TO THE NPDES PERMIT. J � I N \ / 01 SS0 � SHEET: � � O 1 N Westwood TYPICAL INVERTER AND EQUIPMENT PAD PROFILE VIEWS V Westwood SOIL STOCKPILE PROTECTION � o NOT TO SCALE 0 i c � USE BY SPECIAL REVI EW PERM IT USS South Platte Solar, LLC � WQo Phone (608) 821 -6600 8401 Greenway Blvd., Suite 400 Parcel APN : 095936000013 ; being part of the W1 /2 SE 1 /4 Middleton, WI 53562 westwoodps.com All in Section 36 , Township 5 North , Range 66 West of the 6th PM . , Weld County, Colorado Westwood Professional5ervices, � n�. DEVELOPMENT STANDARDS 1 . A Site Specific Development Plan and Use by Special Review, USR21 - 0007, for a Medium Scale 17 . Fugitive dust and fugitive particulate emissions shall be controlled throughout the duration of 33 . RIGHT TO EXTRACT MINERAL RESOURCES STATEMENT: Weld County has some of the most Solar Facility outside of subdivisions and historic townsites in the A (Agricultural ) Zone District subject construction of the facility. ( Department of Public Health and Environment) abundant mineral resources, including , but not limited to, sand and gravel , oil , natural gas, and o to the Development Standards stated hereon . ( Department of Planning Services) coal . Under title 34 of the Colorado Revised Statutes, minerals are vital resources because (a ) the �o� ,. . � s 18 . The operation shall comply with all applicable rules and regulations of State and Federal agencies state ' s commercial mineral deposits are essential to the state ' s economy; ( b) the populous counties ° ' �' ��; 2 . Approval of this plan may create a vested property right pursuant to Section 23 - 8 - 10 of the Weld and the Weld County Code . ( Department of Public Health and Environment) of the state face a critical shortage of such deposits; and (c) such deposits should be extracted ' 44186 r : � u, m . County Code . ( Department of Planning Services) according to a rational plan , calculated to avoid waste of such deposits and cause the least ,�;� �.� � practicable disruption of the ecology and quality of life of the citizens of the populous counties of the �o�'••..,..,...••'�� 19 . The property owner or operator shall be responsible for controlling noxious weeds on the site, � � 3 . The facility is unmanned and will operate 24 hours per day, year round , according to the application pursuant to Chapter 15 , Article I and II , of the Weld County Code . ( Department of Public Works) state . sS� o � A'��e�g materials . ( Department of Planning Services) 20 . The access to the site shall be maintained to mitigate any impacts to the public road , including PREPARED FOR: 4 . The site shall be maintained in accordance with the accepted Property Maintenance Plan and damages and/or off- site tracking . ( Department of Public Works) Mineral resource locations are widespread throughout the County and people moving into these accepted Decommissioning and Reclamation Plan . ( Department of Planning Services) areas must recognize the various impacts associated with this development . Often times, mineral resource sites are fixed to their eo ra hical and eo h sical locations . Moreover, these resources � _ , _ � J}� : � � 21 . Weld County will not replace overlapping easements located within existing right - of-way or pay to 9 9 p 9 P Y 5 . No outdoor storage of any materials and equipment including , but not limited to, solar panels and relocate existing utilities within the existing County right - of-way. ( Department of Public Works) are protected property rights and mineral owners should be afforded the opportunity to extract the ` �?�; °.. . �� support structures not in operation will be allowed . ( Department of Planning Services) mineral resource . =- "- � °:'°`°0.�=�" � 22 . There shall be no parking or staging of vehicles on public roads . On - site parking shall be utilized . 6 . No equipment associated with the solar facility shall be located within thirty (30) feet of the boundary ( Department of Public Works) 34 . WELD COUNTY ' S RIGHT TO FARM STATEMENT: Weld County is one of the most productive 100 N 6th St. #410B of adjacent properties, irrigation ditches and/or rights - of-way. ( Department of Planning Services) agricultural counties in the United States, typically ranking in the top ten counties in the country in Minneapolis, MN , 55403 23 . The historical flow patterns and runoff amounts on the site will be maintained . ( Department of Public total market value of agricultural products sold . The rural areas of Weld County may be open and REVISIONS: 7 . The existing and proposed fencing shall be maintained . ( Department of Planning Services) Works) spacious, but they are intensively used for agriculture . Persons moving into a rural area must # DATE COMMENT recognize and accept there are drawbacks, including conflicts with long - standing agricultural A 02/23/23 Use By Special Review 5ite Plan 8 . All signs shall adhere to Section 23 - 2 - 240 .A . 12 , Chapter 23 , Article IV, Division 2 and Appendices 24 . Weld County is not responsible for the maintenance of on - site drainage related features . ( Department practices and a lower level of services than in town . Along with the drawbacks come the incentives B 03/13/23 Use By Special Review Site Plan 23 - C , 23 - D and 23 - E of the Weld County Code . ( Department of Planning Services) of Public Works) which attract urban dwellers to relocate to rural areas : open views, spaciousness, wildlife, lack of city C 04/12/23 Use By Special Review Site Plan noise and congestion , and the rural atmosphere and way of life . Without neighboring farms, those 9 . Sources of light shall be shielded so that light rays will not shine directly onto adjacent properties 25 . Building permits shall be required for any new construction or setup of a manufactured structure features which attract urban dwellers to rural Weld County would quickly be gone forever. where such would cause a nuisance or interfere with the use on the adjacent properties in ( buildings and/or structures) per Section 29 - 3 - 10 of the Weld County Code . A building permit accordance with the plan . Neither the direct, nor reflected , light from any light source may create a application must be completed and submitted . Buildings and structures shall conform to the Agricultural users of the land should not be expected to change their long - established agricultural traffic hazard to operators of motor vehicles on public or private streets . No colored lights may be requirements of Chapter 29 of the Weld County Code , and the adopted codes at the time of permit practices to accommodate the intrusions of urban users into a rural area . Well - run agricultural used which may be confused with , or construed as, traffic control devices . ( Department of Planning application . Currently, the following have been adopted by Weld County: 2018 International Building activities will generate off- site impacts, including noise from tractors and equipment; slow - moving Services) Codes; 2018 International Energy Code; 2020 National Electrical Code . ( Department of Building farm vehicles on rural roads; dust from animal pens, field work, harvest and gravel roads; odor from Inspection ) animal confinement, silage and manure; smoke from ditch burning ; flies and mosquitoes; hunting and 10 . The property owner or operator shall provide written evidence of an approved Emergency Action and trapping activities; shooting sports, legal hazing of nuisance wildlife; and the use of pesticides and Safety Plan on or before March 15th of any given year signed by representatives of the Fire 26 . The property owner or operator shall be responsible for complying with the Design and Operation fertilizers in the fields, including the use of aerial spraying . It is common practice for agricultural Department and the Weld County Office of Emergency Management to the Department of Planning Standards of Chapter 23 of the Weld County Code . ( Department of Planning Services) producers to utilize an accumulation of agricultural machinery and supplies to assist in their Services . (Office of Emergency Management) agricultural operations . A concentration of miscellaneous agricultural materials often produces a 27 . Necessary personnel from the Weld County Departments of Planning Services, Public Works, and visual disparity between rural and urban areas of the County. Section 35 - 3 . 5 - 102, C . R. S ., provides 11 . A Flood Hazard Development Permit is required for all construction or development occurring in the Public Health and Environment shall be granted access onto the property at any reasonable time in that an agricultural operation shall not be found to be a public or private nuisance if the agricultural floodplain or floodway as delineated on Federal Emergency Management Agency ( FEMA) FIRM order to ensure the activities carried out on the property comply with the Conditions of Approval and operation alleged to be a nuisance employs methods or practices that are commonly or reasonably Community Panel Map #08123C - 1535E effective date January 20, 2016 ( Sand Creek Floodplain ) . Development Standards stated herein and all applicable Weld County regulations . associated with agricultural production . Any development shall comply with all applicable Weld County requirements, Colorado Water Conservation Board requirements as described in Rules and Regulations for Regulatory Floodplains 28 . The Use by Special Review area shall be limited to the plans shown hereon and governed by the Water has been , and continues to be, the lifeline for the agricultural community. It is unrealistic to in Colorado, and FEMA regulations and requirements as described in 44 CFR parts 59 , 60, and 65 . foregoing standards and all applicable Weld County regulations . Substantial changes from the plans assume that ditches and reservoirs may simply be moved " out of the way " of residential The FEMA definition of development is any man - made change to improved or unimproved real or Development Standards, as shown or stated , shall require the approval of an amendment of the development . When moving to the County, property owners and residents must realize they cannot estate, including but not limited to buildings or other structures, mining , dredging , filling , grading , Permit by the Weld County Board of County Commissioners before such changes from the plans or take water from irrigation ditches, lakes, or other structures, unless they have an adjudicated right to paving , excavation , drilling operations, or storage of equipment and materials . ( Department of Development Standards are permitted . Any other changes shall be filed in the office of the the water. Planning Services - Floodplain ) Department of Planning Services . Weld County covers a land area of approximately four thousand (4, 000) square miles in size (twice 12 . FEMA ' s floodplain boundaries may be updated at any time by FEMA. Prior to the start of any 2g . The property owner or operator shall be responsible for complying with all of the foregoing the size of the State of Delaware) with more than three thousand seven hundred ( 3 , 700) miles of development activities, the owner should contact Weld County to determine if the floodplain Development Standards . Noncompliance with any of the foregoing Development Standards may be state and County roads outside of municipalities . The sheer magnitude of the area to be served boundaries have been modified . ( Department of Planning Services - Floodplain ) reason for revocation of the Permit by the Board of County Commissioners . stretches available resources . Law enforcement is based on responses to complaints more than on patrols of the County, and the distances which must be traveled may delay all emergency responses, 13 . During construction , all liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and 30 . Chapter 23 , Article II , Section 23 - 2 - 290 .A. states : " Construction or use pursuant to approval of a Use including law enforcement, ambulance, and fire . Fire protection is usually provided by volunteers who Facilities Act, 30 - 20 - 100 . 5 , C . R. S .) shall be stored and removed for final disposal in a manner that by Special Review Permit shall be commenced within three (3 ) years from the date of approval , must leave their jobs and families to respond to emergencies . County gravel roads, no matter how protects against surface and groundwater contamination . ( Department of Public Health and unless otherwise specified by the Board of County Commissioners when issuing the original Permit, often they are bladed , will not provide the same kind of surface expected from a paved road . Snow Environment) or the Permit shall be vacated . The Director of Planning Services may grant an extension of time, for removal priorities mean that roads from subdivisions to arterials may not be cleared for several days good cause shown , upon a written request by the landowner. " after a major snowstorm . Services in rural areas, in many cases, will not be equivalent to municipal 14 . During construction , no permanent disposal of wastes shall be permitted at this site . This is not services . Rural dwellers must, by necessity, be more self- sufficient than urban dwellers . meant to include those wastes specifically excluded from the definition of a solid waste in the Solid 31 . Chapter 23 , Article II , Section 23 - 2 - 290 . B . states : "A Use by Special Review shall terminate when the Wastes Disposal Sites and Facilities Act, 30 - 20 - 100 . 5 , C . R. S . ( Department of Public Health and use is discontinued for a period of three (3 ) consecutive years, the use of the land changes or the People are exposed to different hazards in the County than in an urban or suburban setting . Farm u SS SOu 'tl''� Platte Environment) time period established by the Board of County Commissioners through the approval process equipment and oil field equipment, ponds and irrigation ditches, electrical power for pumps and expires . The landowner may notify the Department of Planning Services of a termination of the use, center pivot operations, high speed traffic, sandburs, puncture vines, territorial farm dogs and 15 . During construction , waste materials shall be handled , stored , and disposed in a manner that controls or Planning Services staff may observe that the use has been terminated . When either the livestock, and open burning present real threats . Controlling children ' s activities is important, not only S o I a r L LC fugitive dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions . Department of Planning Services is notified by the landowner, or when the Department of Planning for their safety, but also for the protection of the farmer ' s livelihood . The facility shall operate in accordance with Chapter 14, Article 1 of the Weld County Code . Services observes that the use may have been terminated , the Planner shall send certified written Weld County, Colorado ( Department of Public Health and Environment) notice to the landowner asking that the landowner request to vacate the Use by Special Review Permit . " 16 . During construction , adequate toilet facilities and handwashing units shall be provided . Portable toilets shall be serviced by a cleaner licensed in Weld County, contain hand sanitizers, be screened 32 . Chapter 23 , Article II , Section 23 - 2 - 290 . D states : " In such cases where the Use by Special Review from public view and removed when construction is completed . ( Department of Public Health and has terminated but the landowner does not agree to request to vacate the Use by Special Review We I d Co u nty — o Environment) Permit, a hearing shall be scheduled with the Board of County Commissioners to provide the Deve I o p m e nt w landowner an opportunity to request that the Use by Special Review Permit not be vacated , for good � cause shown . The landowner shall be notified at least ten ( 10) days prior to the hearing . If the Board Sta n d a rd s m N of County Commissioners determines that the Use by Special Review has terminated and no good a ; cause has been shown for continuing the permit, then the termination becomes final and the Use by a 3 Special Review Permit is vacated . " PRELI M I NARY � � � NOT FOR CONSTRUCTION , � � N l0 M O O � DATE : 04� � 2� 2 � 2 3 � a J 0 a U 0 0 � SHEET: C4 2 r N l7 M O O C � Attachment NOAA Atlas 14 Rainfall Data 7/1 /22 , 9 :07 AM Precipitation Frequency Data Server NOAH Atlas 14, Volume 8, Version 2 _ _ , ,., Location name: La Salle, Colorado, USA , , north TN, Latitude : 40.3493°, Longitude : -104.7224° I . `) 11 k Elevation : 4662.94 ft „ * source: ESRI Maps � �, _ } ** source: USGS " POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Michael Yekta, Geoffery Bonnin NOAA, National Weather Service, Silver Spring, Maryland PF tabular I PF graphical I Maps &_aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals ( in inches)1 Average recurrence interval (years) l Duration - - - - - 1 2 5 10 25 50 100 _ 200 500 1000 5-min 0.241 0.292 0.388 0.483 0.634 0.767 0.915 1 .08 1 .32 1 .52 (0. 199-0.296) (0.240-0.358) (0.319-0.478) (0.393-0.598) (0.504-0.847) (0.587-1 .03) (0.669-1 .27) (0.748-1 .55) (0.870-1 .96) (0.962-2.26) 10-min 0.354 0.427 0.569 0.707 0.929 ° 1 . 12 ° 1 .34 1 .58 1 .93 2.23 10-minj (0.292-0.433) (0.352-a524) { (0.466-0.700) (0.576-0.875) (0.737-1.24) (0.859-1 .52) (0.979-1 .86) (1 . 10-2.27) (1 .27-2.87) (1 .41 -3.32) 15-min 0.431 0.521 0.694 0.862 1 .13 1 .37 1 .63 1 .93 2.36 ' 2.71 i (0.356-0.528) (0.429-0.638) (0.569-0.854) (0.702-1 .07) ' (0.899-1 .51 ) (1 .05-1 .85) (1 . 19-2.27) (1 .34-2.77) (1 .55-3.49) (1 .72-4.04) 30-min 0.578 0.696 0.927 1 . 15 1 .52 1 .84 I 2. 19 2.60 3. 18 3.66 (0.477-0.708) (0.573-0.854) i (0.760-1 . 14) i (0.939-1 .43) (1 .21 -2.03) (1 .41 -2.48) i (1 .61 -3.05) (1 .80-3.73) (2. 10-4.71 ) (2.32-5.46) 60-min 0.718 0.852 ° 1 . 12 1 .40 ' 1 .86 2.27 2.73 3.25 4.02 4.67 (0.592-0.879); (0.701 -1 .04) a (0.922-1 .38) (1 . 14-1 .73) (1 .48-2.50) (1 .74-3.07) (2.00-3.81 ) (2.26-4.68) (2 .65-5.98) (2 .95-6.96) 2-hr 0.857 i 1 .01 fl 1 .32 1 .65 2.20 2.70 3.26 3.91 4.87 5.67 (0.712-1 .04)J (0.835-1 .23) (1 .09-1 .61 ) (1 .35-2.02) (1 .77-2.94) (2.09-3.63) (2.41 -4.52) (2.74-5.58) (3.25-7. 16) (3.63-8.36) 3-hr 0.940 1 .09 1 .42 1 .77 2.37 2.91 3.54 4.25 5.32 6.22 (0.784-1 . 14) (0.909-1 .32) (1 . 18-1 .73) (1 .46-2. 16) (1 .92-3. 16) (2.27-3.91 ) (2.63-4.88) (3.00-6.05) (3.57-7.79) (4.00-9. 11 ) 6-hr 1 .09 1 .27 ! 1 .65 2.05 2.70 3.29 3.96 4.72 5.84 6.78 (0.911 -1 .30) i (1 .07-1 .53) i (1 .38-1 .99) 1 (1 .70-2.48) (2.20-3.55) (2.58-4.36) V (2.97-5.39) (3.36-6.62) (3.96-8.44) (4.41 -9.82) 12-hr 1 .27 1 .51 y 1 .96 2.39 I 3.08 3.67 ' 4.33 5.06 6. 12 6.99 (1 .07-1 .51 ) (1 .27-1 .80) (1 .65-2.34) (2 .00-2. 87) (2 .51 -3.96) (2.89-4.77) (3.26-5.79) i (3.62-6.98) (4. 18-8.71 ) (4.59-10.0) 24-hr 1 .51 1 .78 2.28 2.74 3.45 4.06 4.73 5.46 6.50 7.36 (1 .29-1 .79) (1 .52-2. 10) j (1 .93-2.70) (2.30-3.26) (2.82-4.37) (3.21 -5.20) 1 (3.59-6.23) (3.94-7.42) (4.48-9.13) (4.89-10.4) 2-da 1 .74 I 2.06 2.63 3. 13 3.88 4.50 5. 16 5.87 6.87 7.67 I y (1 .49-2.04) I (1 .77-2.41 ) y (2.24-3.08) (2.65-3.70) ' (3. 18-4.82) (3.58-5.68) y (3.94-6.70) (4.27-7.87) (4.77-9.50) (5. 15-10.7) 1 3-da 1 .91 2.23 I 2.80 I 3.31 ° 4.06 4.69 ° 5.36 6.07 i 7.08 7.89 y (1 .64-2.22) (1 .92-2.60) (2 .40-3.27) (2 .81 -3.89) (3.35-5.02) (3.75-5.88) (4. 11 -6.91 ) (4.44-8.09) (4.95-9.73) (5.33-11 .0) 4 day 2.03 2.36 2.94 3.46 4.22 4.85 5.52 6.24 7.25 8.06 1 (1 .75-2.36) (2.04-2.74)i (2.52-3.42) (2.95-4.04) I (3.49-5. 19) (3.89-6.05) Y (4.26-7.09) (4.58-8.27) (5.09-9.91 ) (5.47-11 .2) 7-da 2.31 2.69 3.35 3.91 4.72 5.36 6.03 6.72 7.68 8.43 I y (2.00-2.66) (2.34-3. 11 ) I (2.89-3.87) 1 (3.36-4.55) (3.90-5.72) (4.32-6.60) 1 (4.67-7.63) (4.96-8.79) (5.42-10.4) (5.77-11 .6) i 10-da 2.55 2.98 ° 3.70 4.30 F 5. 14 5.80 6.46 ' 7. 14 8.06 8.76 y (2.22-2.92) (2 .60-3.42) (3.21 -4.26) (3.71 -4.98) (4.26-6. 17) (4.68-7.08) (5.02-8. 12) (5.29-9.26) (5.71 -10.8) , (6.03-11 .9) 20-day 3.25 3.77 4.60 5.27 6.20 6.90 7.59 8.28 9. 18 I 9.85 (2 .86-3.70) (3.30-4.29) (4.01 -5.24) (4.58-6.05) (5. 16-7.33) (5.61 -8.30) (5.94-9.40) (6. 19-10.6) (6.57-12. 1 ) _(6.86-13.3) r 30-da 3.82 4.39 5.31 6.06 7.07 7.82 8.55 9.28 10.2 10.9 1 y (3.37-4.32) (3.87-4.97) (4.66-6.03) (5.28-6.92) (5.91 -8.30) (6.39-9.35) (6.73-10.5) (6.97-11 .8) (7.36-13.4) [(7.65-14.6) 1 45-da 4.49 5. 16 ° 6.23 7.09 8.22 r 9.06 9.87 10.7 11 .7 12.4 y (3.97-5.05) (4.56-5.81 ) a (5.49-7.04) (6.20-8.04) (6.90-9.59) (7.43-10.8) (7.80-12.0) (8.05-13.4) (8.44-15. 1 ) (8.74-16.4) 60-da 5.03 5.80 y 7.02 7.99 9.26 10.2 11 .1 11 .9 13.0 1 13.7 y (4.47-5.64) (5. 15-6.51 ) (6.21 -7.90) (7.02-9.03) (7.79-10.7) (8.38-12.0) (8.78-13.4) I (9.03-14.9) (9.43-16.7) (9.73-18. 1 ) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5% . Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical https://hdsc. nws . noaa. gov/hdsc/pfds/pfds_printpage . html?lat=40.3493&Ion=-104. 7224&data=depth&units=english&series=pds 1 /4 7/1 /22 , 9 :07 AM Precipitation Frequency Data Server DS - based :_depth- rdI-ar-ation -frequenc ( DD Fit rveci Latitude .• 40 . 34 a3 - 1 Longitude : - 104. 7224° 14 I O I 0 I I I __,I _1._I 1 II I 4 I I I I 1 / I e 1 . . • I ♦ • • • 1 ; 1 /��Y recurrence 1 qt•Y.� i a • e a I e a i I i i C". .If f.1ye- reculrrenc�e I I 1 1 i 1 t I 1 1 I 1 1 I I • • • . • I . • 3 . ♦ • • . • 1 1 2 • - . . . _ . - . L . . . . : _ . _ I • J $ - . _ .I. . - - . - O. . . . . . L . . .1. . .r .. . . I I I. . .. . - 1 interval i . i • • • • i i . f : (years) • . 1 s 1 • i • . Y • • I 1 . . • ( p ars) • 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I _ - - : s / t - : s : 1 • 1 • I e _e I a 1 a 1 i. I e i ' • e _ 1 _ . 1 1 . . 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I 1 - '� 1 • — -hr — 3rd-r ay 2 : . tea -�- _ _ .. _T . ' .a— I - - — _ ; _ — • • - I6-hr I I I I I I - 24-hr 0 1 2 5 10 25 50 100 200 500 1000 Average recurrence interval (years) NOAA Atlas 14„ Volume , Version 2 Created (GMT) : Fri Jul 1 14:07 :35 2022 Back to Top Maps & aerials Small scale terrain https://hdsc. nws . noaa. gov/hdsc/pfds/pfds_printpage . html?lat=40.3493&Ion=-104. 7224&data=depth&units=english&series=pds 2/4 7/1 /22 , 9 :07 AM Precipitation Frequency Data Server /7/41. set /4' ' Evans , aff ' ; O61 - reel:" P/;L t5` -Arac i _, 'l '1I. /''4r . • I Si, a! le ; /itartrece*r-'ers.%----7 / I iliC . 3km fi ' � 2mi Large scale terrain [ - M .z rri (414 sf� 1 • rte tr. -bi, Cheyenne, _„-- , - _ FortColl ins LGree1ey Ls in 1.:. Peat/ . 1 -V-.5i in . • Loni_ vont B !Adder* I DenverU # Fv iJ 100km 60mi Large scale map 1 N Sk IL..., 4:: heyennti '-- - , 7/ ."fr. Fart Collins 1 [Greeley In L: ro tiont 1- a r — --.0%,..jemi le, Mr .,100km 60mi Large scale aerial https://hdsc. nws . noaa. gov/hdsc/pfds/pfds_printpage . html?lat=40.3493&Ion=-104. 7224&data=depth&units=english&series=pds 3/4 7/1 /22 , 9 :07 AM Precipitation Frequency Data Server ,.F • .1 r 'a Fort CLILU r ;- • Lori m orot • Ec1utder _ j of ni .Gtr 111. : • i k si-- • ., i 1 • • 100km , , 1 :� 60mi `.W Back to Top US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring , MD 20910 Questions?: HDSC .Questions@noaa.gov Disclaimer https://hdsc. nws . noaa. gov/hdsc/pfds/pfds_printpage . html?lat=40.3493&Ion=-104. 7224&data=depth&units=english&series=pds 4/4 Attachment 3 Rational Method Runoff Calculations Area -Weighting for Runoff Coefficient Calculation Project Title : Cogburn Solar Project Catchment ID : DA-01 Proposed 10-Year Illustration LE GEND : Flow Direction - -- � 1ti _ = 7,7�y+��+j Cate € nt Riles am it I3 crund ar S Instructions: For each catchment subarea, enter values for A and C . Subarea Area Runoff Product ID acres Coeff. A C* CA input input input output General Solar Facility 19 . 51 0 . 36 7 . 02 Gravel Access Road 0 . 66 0 . 42 0 . 28 Inverter/Equipment Pad 0 . 01 0 . 92 0 . 01 Undeveloped Agricultural 37 . 54 0 . 27 10 . 14 Sum: 57 .72 Sum : 17.45 Area-Weighted Runoff Coefficient (sum CA/sum A ) = 0 .30 *See sheet " Design Info" for inperviousness -based runoff coefficient values . 2023-04- 10 South Platte ud-rational-v1 . 02a . xls, Weighted C Proposed 10yr 4/11 /2023 , 9 : 19 AM Area -Weighting for Runoff Coefficient Calculation Project Title : Cogburn Solar Project Catchment ID : DA-01 Proposed 100 -Year Illustration LE GEND : Flow Direction - -- � 1ti _ = 7,7�y+��+j Cate € nt Riles am it I3 crund ar S Instructions: For each catchment subarea, enter values for A and C . Subarea Area Runoff Product ID acres Coeff. A C* CA input input input output General Solar Facility 19 . 51 0 . 56 10 . 93 Gravel Access Road 0 . 66 0 . 58 0 . 38 Inverter/Equipment Pad 0 . 01 0 . 96 0 . 01 Undeveloped Agricultural 37 . 54 0 . 51 19 . 15 Sum: 57 .72 Sum : 30 .46 Area-Weighted Runoff Coefficient (sum CA/sum A ) = 0.53 *See sheet " Design Info" for inperviousness -based runoff coefficient values . 2023-04- 10 South Platte ud-rational-v1 . 02a . xls, Weighted C Proposed 100yr 4/11 /2023 , 9 : 20 AM CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title : South Platte Solar Project Catchment ID: DA-01 Existing 10 -Year I. Catchment Hydrologic Data Catchment ID = DA-01 Existing Area = 57.72 Acres Percent Imperviousness = 2 . 00 % N RCS Soil Type = D A, B , C , or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td )^C3 Design Storm Return Period , Tr = 10 years (input return period for design storm) C1 = 28 . 50 (input the value of C1 ) C2= 10 . 00 (input the value of C2) C3= 0 . 786 (input the value of C3) P1 = 1 . 40 inches (input one-hr precipitation--see Sheet " Design Info") III . Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0 . 20 Overide Runoff Coefficient, C = 0 . 27 (enter an overide C value if desired , or leave blank to accept calculated C .) 5-yr. Runoff Coefficient, C-5 = 0 . 20 Overide 5-yr. Runoff Coefficient, C = 0 . 27 (enter an overide C-5 value if desired , or leave blank to accept calculated C-5.) Illustration overland LEGEND f Reach 1 flow a B eennin! Reach i �l Flow D irec do n Catc hate nt Reach :3 Bo„nd�. NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas & Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2. 5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0 . 0035 500 0 . 27 N/A 4 0. 18 47. 38 1 0 . 0020 2 , 151 5. 00 0.22 160 . 33 2 3 4 5 Sum 2 , 651 Computed Tc = 207. 71 Regional Tc = 24. 73 User-Entered Tc = 207. 71 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 0. 58 inch/hr Peak Flowrate , Qp = 9. 04 cfs Rainfall Intensity at Regional Tc, I = 2. 45 inch/hr Peak Flowrate, Qp = 38 . 25 cfs Rainfall Intensity at User-Defined Tc, I = 0. 58 inch/hr Peak Flowrate, Qp = 9. 04 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. 2023-04- 10 South Platte ud-rational-v1 . 02a.xls , 10-Year Existing 4/ 11 /2023 , 9: 21 AM CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title : South Platte Solar Project Catchment ID: DA-01 Proposed 10-Year I. Catchment Hydrologic Data Catchment ID = DA-01 Proposed Area = 57.72 Acres Percent Imperviousness = 10 . 20 % N RCS Soil Type = D A, B , C , or D II. Rainfall Information I (inch/hr) = Cl * P1 /(C2 + Td )^C3 Design Storm Return Period , Tr = 10 years (input return period for design storm) C1 = 28 . 50 (input the value of C1 ) C2= 10 . 00 (input the value of C2) C3= 0 . 786 (input the value of C3) P1 = 1 . 40 inches (input one-hr precipitation--see Sheet " Design Info") III . Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0 . 20 Overide Runoff Coefficient, C = 0 . 30 (enter an overide C value if desired , or leave blank to accept calculated C .) 5-yr. Runoff Coefficient, C-5 = 0 . 20 Overide 5-yr. Runoff Coefficient, C = 0 . 30 (enter an overide C-5 value if desired , or leave blank to accept calculated C-5.) Illustration overland LEGEND f Reach 1 flow a B eennin! Reach i �l Flow D irec do n Catc hate nt Reach :3 Bo„nd�. NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas & Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2. 5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0 . 0035 500 0 . 30 N/A 0. 18 45 . 67 1 0 . 0020 2 , 151 4. 33 0. 19 185 . 13 2 3 4 5 Sum 2 , 651 Computed Tc = 230 . 80 Regional Tc = 24. 73 User-Entered Tc = 230 . 80 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 0. 54 inch/hr Peak Flowrate , Qp = 9. 28 cfs Rainfall Intensity at Regional Tc, I = 2. 45 inch/hr Peak Flowrate, Qp = 42 . 50 cfs Rainfall Intensity at User-Defined Tc, I = 0. 54 inch/hr Peak Flowrate, Qp = 9. 28 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. 2023-04- 10 South Platte ud-rational-v1 . 02a.xls , 10-Year Proposed 4/ 11 /2023 , 9: 21 AM CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title : South Platte Solar Project Catchment ID: DA-01 Existing 100 -Year I. Catchment Hydrologic Data Catchment ID = DA-01 Existing Area = 57.72 Acres Percent Imperviousness = 2 . 00 % N RCS Soil Type = D A, B , C , or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td )^C3 Design Storm Return Period , Tr = 100 years (input return period for design storm) C1 = 28 . 50 (input the value of C1 ) C2= 10 . 00 (input the value of C2) C3= 0 . 786 (input the value of C3) P1 = 2 . 73 inches (input one-hr precipitation--see Sheet " Design Info") III . Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0 . 20 Overide Runoff Coefficient, C = 0 . 51 (enter an overide C value if desired , or leave blank to accept calculated C .) 5-yr. Runoff Coefficient, C-5 = 0 . 20 Overide 5-yr. Runoff Coefficient, C = 0 . 51 (enter an overide C-5 value if desired , or leave blank to accept calculated C-5.) Illustration overland LEGEND f Reach 1 flow a B eennin! Reach i �l Flow D irec do n Catc hate nt Reach :3 Bo„nd�. NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas & Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2. 5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0 . 0035 500 0 . 51 N/A 4 0.25 4 33 . 68 1 0 . 0020 2 , 151 5. 00 0.22 160 . 33 2 3 4 5 Sum 2 , 651 Computed Tc = 194. 01 Regional Tc = 24. 73 User-Entered Tc = 194. 01 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 1 . 19 inch/hr Peak Flowrate , Qp = 35 . 04 cfs Rainfall Intensity at Regional Tc, I = 4. 79 inch/hr Peak Flowrate, Qp = 140 . 90 cfs Rainfall Intensity at User-Defined Tc, I = 1 . 19 inch/hr Peak Flowrate, Qp = 35. 04 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. 2023-04- 10 South Platte ud-rational-v1 . 02a.xls , 100-Year Existing 4/ 11 /2023 , 9: 21 AM CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title : South Platte Solar Project Catchment ID: DA-01 Proposed 100-Year I. Catchment Hydrologic Data Catchment ID = DA-01 Proposed Area = 57.72 Acres Percent Imperviousness = 10 . 20 % N RCS Soil Type = D A, B , C , or D II. Rainfall Information I (inch/hr) = Cl * P1 /(C2 + Td )^C3 Design Storm Return Period , Tr = 100 years (input return period for design storm) C1 = 28 . 50 (input the value of C1 ) C2= 10 . 00 (input the value of C2) C3= 0 . 786 (input the value of C3) P1 = 2 . 73 inches (input one-hr precipitation--see Sheet " Design Info") III . Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0 . 20 Overide Runoff Coefficient, C = 0 . 53 (enter an overide C value if desired , or leave blank to accept calculated C .) 5-yr. Runoff Coefficient, C-5 = 0 . 20 Overide 5-yr. Runoff Coefficient, C = 0 . 53 (enter an overide C-5 value if desired , or leave blank to accept calculated C-5.) Illustration overland LEGEND f Reach 1 flow a B eennin! Reach i �l Flow D irec do n Catc hate nt Reach :3 Bo„nd�. NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas & Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2. 5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0 . 0035 500 0 . 53 N/A 0.26 32 . 54 1 0 . 0020 2 , 151 4. 33 0. 19 185 . 13 2 3 4 5 Sum 2 , 651 Computed Tc = 217. 67 Regional Tc = 24. 73 User-Entered Tc = 217. 67 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 1 . 09 inch/hr Peak Flowrate , Qp = 33 . 40 cfs Rainfall Intensity at Regional Tc, I = 4. 79 inch/hr Peak Flowrate, Qp = 146 . 43 cfs Rainfall Intensity at User-Defined Tc, I = 1 . 09 inch/hr Peak Flowrate, Qp = 33. 40 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. 2023-04- 10 South Platte ud-rational-v1 . 02a.xls , 100-Year Proposed 4/ 11 /2023 , 9: 22 AM Attachment 4 USDA Web Soil Survey Map Hydrologic Soil Group—Weld County, Colorado, Southern Part Ln Q1 M 1,-) O O 522900 523000 523100 523200 523300 523400 523500 523600 523700 523800 40° 21' T' N MrI I _ _: 40° 21' T' N ilksi111 444! ` :4 c -. Y e • ` \ I H • et • iikrz ✓ I� lie !' l i, 141 ' - 11 -Jr . Inill 4 - ..._`. . - asi!..*: ----2-'--- .„,...reti- TiCel f - y -I,*odeti c eV ' a, % e"`� ( - _ a- - �'r�� ►gyp 11114a *Nib t 0 ' ----- , W f : 4 . . __,...„-- 0,- . jaik ' R 5 . .! r p r I .Y allt _ i !1IFI,p 1Y: + • a.Inn I v n ill il I _irli1 fia j •t � .. _ �•. e Sic - �' R f res:— I ,. - _ -, , __ . f.. li k 1110 r Alf ./ 0 f . J4 -e= 1 ' ." . V. 4 A� ___ .4... . . _. II • 4411r, ,N, I a. w . 'j Y� 'p .J" -61 i ,../ • P. i l Ma p► may nit i i. fa , : * ��, 4: ., ,� � , �� 1• f 34, -__k_ i_ 522900 523000 523100 523200 523300 523400 523500 523600 523700 523800 Map Scale: 1 :4,630 if printed on A landscape (11" x 8.5") sheet in Meters N 0 50 100 200 300 a,, Feet A0 200 400 800 1200 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 ,b Natural Resources Web Soil Survey 2/21 /2023 Conservation Service National Cooperative Soil Survey Page 1 of 4 Hydrologic Soil Group—Weld County, Colorado, Southern Part MAP LEGEND MAP INFORMATION Area of Interest (AO!) ® C The soil surveys that comprise your AOI were mapped at Area of Interest (AOI ) 1 : 24 ,000 . 0 C/D Soils0 D Warning : Soil Map may not be valid at this scale. Soil Rating Polygons A O Not rated or not available Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil A/D Water Features line placement. The maps do not show the small areas of Streams and Canals contrasting soils that could have been shown at a more detailed B scale . Transportation B/D Rails Please rely on the bar scale on each map sheet for map C Interstate Highways measurements. C/D US Routes Source of Map : Natural Resources Conservation Service D Web Soil Survey URL : Major Roads Coordinate System: Web Mercator (EPSG :3857) Not rated or not available Local Roads Maps from the Web Soil Survey are based on the Web Mercator Soil Rating Lines Background projection, which preserves direction and shape but distorts * A distance and area . A projection that preserves area , such as the mew Aerial Photography Albers equal-area conic projection , should be used if more A/D accurate calculations of distance or area are required . kaws B This product is generated from the USDA-NRCS certified data as BID of the version date(s) listed below. HoeC Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data : Version 21 , Sep 1 , 2022 C/D Soil map units are labeled (as space allows) for map scales kipii D 1 : 50 ,000 or larger. ise Not rated or not available Date(s) aerial images were photographed : Jun 8, 2021 —Jun 12, 2021 Soil Rating Points A The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background ® A/D imagery displayed on these maps. As a result, some minor B shifting of map unit boundaries may be evident. 0 B/D Natural Resources Web Soil Survey 2/21 /2023 aa Conservation Service National Cooperative Soil Survey Page 2 of 4 Hydrologic Soil Group—Weld County, Colorado, Southern Part Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 3 Aquolls and Aquents, D 57. 5 100 .0% gravelly substratum Totals for Area of Interest 57. 5 100.0% Description Hydrologic soil groups are based on estimates of runoff potential . Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation , are thoroughly wet, and receive precipitation from long-duration storms . The soils in the United States are assigned to four groups (A, B , C , and D ) and three dual classes (A/D , BID , and C/D ) . The groups are defined as follows : Group A. Soils having a high infiltration rate (low runoff potential ) when thoroughly wet. These consist mainly of deep , well drained to excessively drained sands or gravelly sands . These soils have a high rate of water transmission . Group B . Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep , moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture . These soils have a moderate rate of water transmission . Group C . Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture . These soils have a slow rate of water transmission . Group D . Soils having a very slow infiltration rate (high runoff potential ) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential , soils that have a high water table , soils that have a claypan or clay layer at or near the surface , and soils that are shallow over nearly impervious material . These soils have a very slow rate of water transmission . If a soil is assigned to a dual hydrologic group (A/D , BID , or C/D ) , the first letter is for drained areas and the second is for undrained areas . Only the soils that in their natural condition are in group D are assigned to dual classes . Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Natural Resources Web Soil Survey 2/21 /2023 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Weld County, Colorado, Southern Part Tie-break Rule: Higher Natural Resources Web Soil Survey 2/21 /2023 Conservation Service National Cooperative Soil Survey Page 4 of 4 Attachment 5 Weld County Drainage Code Certificate of Compliance Weld County Drainage Code � , sc � Certificate of Compliance Weld County Case Number: uSR-xxxx a Y ~ F Parcel Number: SE 1 /4 Quarter of Section 36 , Township 5 North , and Range 66 West of the 6th Prime Meridian Legal Description , Section/Township/Range : 04/ 12/2023 Date : Brendan Miller Westwood Professional Services , Consultant Engineer for (Applicant) , understand and acknowledge that the applicant is seeking land use approval of the case and parcel in the description above . I have designed or reviewed the design for the proposed land use set for in the application . I hereby certify , on behalf of the applicant, that the design will meet all applicable drainage requirements of the Weld County Code with the exception of the variances ) described on the attached exhibits . This certification is not a guarantee or warranty either expressed or implied . Engineer's Stamp: ;16i1/4 re silith . PC91 , A/ Saa. cre I /I/ * P:41 aCW 816 ,tit cc Engineer of Record Signature Frio * at . 1. �� ' ance Request ( If Applicable) 1 . Describe the kio ie:176 je is being requested . 2 . List the design _ . . _ _ . . _. _ . _. _ _.. . _ Code of which a variance is being requested . gq 3 . Describe the proposed alternative with engineering rationale which supports the intent of the Weld County Code . Demonstrate that granting of the variance will still adequately protect public health , safety , and general welfare and that there are no adverse impacts from stormwater runoff to the public rights-of-way and/or offsite properties as a result of the project. 1 ) A variance is being requested due to the potential adverse impacts of installing a basin at this site - including but not limited to impacting public infrastructure through channelization of historical sheet flow across the site , " to a concentrated outlet. - 2 ) The design criteria of the Weld County Code of which a variance is being requested is the detention _ requirement for the WQCV listed in section 5 . 10 . 2 .2 of the Weld County Engineering and Construction Criteria , as well as Section 8- 11 -40 of the Charter and County Code of Weld County, Colorado . 3) A combination of LID techniques such as surface disconnection and minimal grading , along with a proven runoff reduction for the 100-year storm and also potential adverse impacts to public infrastructure with addition - of a basin , shows that filing for a variance and allowing runoff to sheet flow as it has historically is the best _ option for this site . Using this option will adequately protect public health , safety, and general welfare and ensure that there are not adverse impacts from stormwater runoff to the public rights-of-way and/or offsite properties as a result of the project. Public Works Director/Designee Review (If Applicable; Public Works Director/Designee Name Signature Date of Signature Approved ❑ Denied Comments : Department of Public Works Development Review 1111 H Street, Greeley, CO 80631 I Ph : 970-304-6496 www.weldgov. com/departments/public_works/development_review 08/02/2019 Attachment 6 Existing FEMA FIRM Panel NOTES TO USERS LEGEND SPECIAL FLOOD HAZARD AREAS(SFHAs)SUBJECT TO This map is for use in administering the National Rood Insurance Program. It does INUNDATION BY THE 1%ANNUAL CHANCE FLOOD not necessarily identify all areas subject to flooding, particularly from local drainage t22o:unE c23"o'n'E 104'43'07.5" The 1%annual chance flood(100-year flood),also known as the base flood,is the flood that has 104"45'00" sources of small size. The community map repository should be consulted for JOINS PANEL 1540 a 1%chance or being equaled or exceeded in any given year. The Special Flood Harald Area is possible updated or additional flood hazard information. 40'22'-30^ 1, ( 5 A gt1/•a Ywrl I f'A' ' ` �'4`: ;r;_ a 40° 22'30" the area subject to flooding by the 1%annual chance flood. Areas of Special Flood Nam rd f' L .° . y�PHEASANT ST `. i err = •a' &' _ e 4,,,..k.).414,1- It t' ' :: / J' .' b ,aui . !. 2 _, hxlude Zones A,AE,AH,Ail,AR,A99,V,and V? The Base Flood Eleyatlovl is the ureter-surfa_e 1.f 1 '•"' �' w 'PARKVIEW"OR. 7: - p; iirludZones a 1%annualchanceIced,To obtain more detailed information in areas where Base Flood Elevations BFEs t I ' a N g m( ) i I�l FJ , , t� pfi.LP& w� f' - '—'<-1z x 6v;andlor floodways have been datamiined, users are encouraged to consult the Flood ,' kt , , a{r;;w ) ao {. 6�. C fpqr t vZONEANoBaseFloodt9evatonsdetemi ed.ry 4 Ili ,if' f ,p. i. : 1.g :• RSprg c.!(y .T.4_ . 4r ' Ia.ii j; t<ya�..,. ..� ,,1-1 c. ., .., ?If::: : p' Profiles and Floodway Data and/or Summa of Stillwater Elevations tables contained •? �t., 1.r • a •h• b 3• 13♦31 000 FT ZONEAEow: PT ARMIGAtV,DR, dRT$TFt should be aware that BFEs shown on the FIRM represent rounded whole-foot y �r ".� `� o¢( z?' r' ' •` y l � ;' L 'p`1' 1' =' '' .- e f ZONE AH Flood denthg cf 1 to 3 Seat ups ally areas of fund rig); sale Flood Elevations elevations. These BFEs are intended for flood insurance rating purposes only and ` I t 1.^ 'i„ �'P� f ' -4 . •/ —" 1� " 2&� determined, P Po 1 1 : ;:, a Sb »4- b< ,, 1'i I& a' o f 'tip. 1,.( qw WI. -I -C I:I. I I M 1; should not be used as the sole source of flood elevation Information. Accordingly, > _ ,. Tt;f 'std >:0^ 1 •> �i. ,. is - .. l. , ,%� :�S�._., - re. ,� g era ..• w w u�f,� _ QUA $T ZONE Ail Flood depths i e,0 3 reef(softly street fan on sloppy terrain); average flood elevation data presented in the FIS Report should be utilized in conjunction with • • I• i t• .��. � � t �. � J.: �- �. � •1w ,,,,� t ;x ,� �'ei,• 1 "�'- �w _ 's � i depths determined,For areas of ailwial fan flooding,velocioesalm determined. the FIRM for purposes of construction and/or floodplain management. I �5, \'C>' C_' ,f►` 4- •,y a 11 Y S ..21: , aD4 u1. ley of Evans '.I r" r -ni i'3 .' ..f'4,.i:l`r:- ',Y•. WHARF•ST - r , , ZONE AR Speeal Flood Hazard Arc25 formerly protected from the 146 annual chance �• t L' '�- - ''� •K'rf <•+ fbo:l by a flood control sfem that was subsequently decertified. Zone Coastal Base Flood Elevations shown on this map apply only landward of 0.0' 'le, �p e,. •� "A a. llti0 l82 ` •• s�0 C: 1 a r Y L' AR lydicates that the former flood system is being rStored to provide North American Vertical Datum of 1988 (NAND 88). Users of this FIRM should be • , rt � ��, �/ k' +. l I. a �5 I •' aware that coastal flood elevations are also provided in the Summary ai Stillwater t t : * t' _ f,', . h / , . protection from the 1ss,annual chance or greater flood. 1 -4•:_=#r1. r, •'1 -`(. I 't Std•' ! !e HAWK OR ZONE A99 Area lo be protected from 1%annual chance flood 5y a Feceral noun Elevations table in the Flood Insurance Study Report for this jurisdiction. Elevations Imo. _ , t to:- ,y_r , l: x 4 11 - � .�` 1" ,e _ ._15 '' Protection sy em under conarudion; no ease Flood Elevations determined. shown in the Summary of Stillwater Elevations table should be used for construction <, ,r,.:,. ` ` 3. / e fi -'.4( Z�� 3 1 z''�1 -. I'I. p t= r t and/or flood lain management purposes when they are higher than the elevations 446,',,,,N Aq >r -s • I ,q -.4A ( . j 1� C , . t,. .'); ZONE v Coasal flood rune with velooty hazard(wave action); rip Barr Flood Fle ations P 9 P c v ` � � .� Ti ''3 1. C7 �.• WIT'S <t • • shown onthis FIRM. (S r(' - a., 11 , 1 i '�1 r v • • S,.- !<., - �, >•p Y } 0eozrmihed. . �Er - :1•; we , r r:7',t r , , ,�t_ 080 182' ��/W/'C7'ERFR ' jS ZONE VE Coeval flood zone with velocity hazard(wave action); Base Flood Elevabons Boundaries of the floodways were computed at cross sections and Interpolated ? i r ' �r ( ' f�+l'6 't�►I' L. vanne mf4rt determined. r1. - , . f �;�' f • PRAIRIE vii'_w nit between cross sections. The floodways were based on hydraulic considerations with • . • IrP/rr�/.�1 Y Y ��.. d <. I riA,3:l FLOODWAY AREAS IN ZONE AE regard to requirements of the National Flood Insurance Program. Roadway widths rf y 1 ` BLUEBELLS DR and other pertinent floodway data are provided in the Flood Insurance Study Report , t r , . i I. 4 -• �., n- _ - - The floodway Is the channel of a stream plus any adjacent rloodplain areas mat must be kept free of for this jurisdiction. 1' r ` , 2 V I • 1� <. 'i t r r r ; • < - �� .1. - encroachment so that the l%annual chancetlood can be carried v.•ithoutsvbstarrtial increases in Certain areas not in Special Flood Hazard Areas may be protected by flood control "� • F�90 : ' I 'j ` f `` `,( i , I t� • a 4, flocs heights. structures. Refer to Section 2:4"Flood Protection Measures"of the Flood Insurance 1.f ,1,0 , 9;•�! I { r' j m PUTAIROSEcus • OTHER FLOOD AREAS Study Report for information on flood control structures for this jurisdiction. . m 11 el', (.0rotlt `^ ! .I (,.•r F w w •I I • ,• . m 3 z BU (r: -.(o\ ; t 1. [. R l n l'U C t d I a, , It.3.. t �.t .• , 3 O ZONE x ken of 0.7%annual dianLE flops; areas of 159'0.arnral chance fh„Pd with The projection used in the preparation of this map was Universal Transverse COR- S : tn a� P, , • I • i o LL w •� ' (f81)2.b.IS, -14 { Is`' •,' r .• M1 ,. �.. . z re. 7 . 'Lc mile; of cede an l foot ortitith drainage areas less than l square Mercator (UTM) zone 13. The horizontal datum was NAD 83. GRS 1980 » ,,to() �� * 'w • mile;and areas protected by levees 1%annual chance flood. Zia d. ( ) IQN f » spheroid. Differences in datum; spheroid, projection or UTM zones used in the ; e rrE 0` ' "�Er / i 'I — I o �+ production of FIRMS for adjacent jurisdictions may result in slight positional A�'. f >� 1. I 1 •. w �• • ,z =: z; OTHER AREAS differences in map features across jurisdiction boundaries- These differences do not 4 • 1 1 's ; 'c °;( • •' / I •1'` ..1 S , {/ d' ol. `Ic '+. ' '(f{rZ . AE'< `fr. - I I -II I •-i '� L ZONE X -A,-eag determined to be outside the 0.2%annual trance foodplaln. affect the accuracy of this FIRM. °A ,...,:at,,, r o p *l ? �+. I 0..'' . • — el HEATHEk iN ale= pry -1.11/1". ..„ y hb+ 1 ♦`^ - ZONED Ared5 m which flood harartlSarc undCh7miCCvJ,but faS5inIC. Flood elevations on tills map are referenced 10 the North American Vertical Datum of z '�rw" • u'fHHu r I 1988. These flood elevations must be compared to structure and ground elevations r m or . � y r a C I ' _ _ "_ _ _ _ _ - , - _ - _ - — _ If1 \�\� COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS referenced to the same vertical datum. For Information regarding conversion ,. a y '"I PRER IL Ly;C• 1I 64 ':) W L'YMP DR I r .. M I .. 1 d ' 1, , . . between the National Geodetic Vertical Datum of 1929 and the North American Y r $y ,,^ f,� y' ,_ ' { ( �NCs��' OTHERWISE PROTECTED AREAS(OPAS) Vertical Datum of 1988, visit the National Geodetic curve website at c"1.. na �.:4:1;1- , I Flyun R,ir,r'vitalMtp:llwww.ngs.noaa.nov or contact the National Geodetic Survey at the following - f.:E fr' ;I, , *'', ,Qz' y o I 1 glj l •—`•' CBRS.a pas and OPASare normally located within or adjacent M Special Flood Ha did Areas. ': R o- / IP_ address: d . # °.r( 2 /P.,;‘,14` `,O'A r I � f Kr• 1%Annual Creme Ficodplain Boundary -, ,� !� �'� 2 �' -1R"`= I j W elf! ( 41.0 ll11 .t 0.2%Arnual Chance Floodplarn Boundary NOS Information Services �. 'wilt ?� i I - ••'a�h• s *ea 14y r 7 + 1.c• _ l nincor wultcll..11cns e • NOAA,NINGSI2 1 :` k ^- I 7� National Geodetic Survey t. t V IPp -, � ^ : lur `� I 11:511266 Fri., ;Shy." Fl xdwaY boundary 4! .. • M t;�dF e i P — — — Zone.D boundary SSMC-3,#9202 t 3. YOSEMITE OR r. ` r _ , , fr 1315 East-West Highway ,r , « p, ' , Al• CBRS and OPA boundary Silver Spring,Maryland 20810,-3282 V. ' . ' c' d tE�Ry•�R `r� _ /r---‘, t I I • •a, •: (301)713-3242 4 /' •4., •r -str,l - -o'er.; i �` 4 37: ^ L _ s • +B N t 'r Boundary�vding Special Flood Hazard Area Zones and boundary -,. .,— - _yf,,, — --ee +•rr' — I — - �—•—� _.,�� _ ,7 ..,91":•, �— dividing Special Flood Hazard Areas of different Base Flood Elevations, '1; - - - _ �� - Y tit s -' ('_ p2 To obtain current elevation, description,and/or location information for bench marks 15TH ST 'e--- - - __ - i - - __ i flood decade,or road velocities. ��,r- 491H Si I `� ' — .�� Y _ 'J t _ shown on this map, please contact the Information Services Branch of the National -- : ---II r -""--"-513-`^-". Base Flood Elevation lire and value, elevation in feet. Geodetic Survey at(301)713-3242,or visit Its website at htto://Www.nos.noaa.nov. 1 • ,�` /" - • - ,; (EL 987) Base Flood Elevation value where uniform within[one; elevation in I Wall Cotinta . . ' L ' I . I , - +, ./ leer Base map information shown on this FIRM was derived from NAIP Orthophotography �m o5 S' 1 _J • °68 N 11 tlRincrirpor:ltltl ar'cas �,� : RererencedldNeNormAmerctnveNral Datum orlgtls produced with a one meter ground resolution from photography dated 2013. 1 / 1:"--00,000.'; .:<-:. P • < / '— 111likIlesi ' ZONE AE O OH(1266 6^I C �u j• ,. q A Gross section line 11 Chi L UTIRtl' r l �8 , : • .. The profile baselines depicted on this map represent the hydraulic modeling baselines In inun prorated A fees Y I x� j`, � r ' r • �, 1ti j,.1.1 ' - i.•. -1/ that match the flood profiles in the FIS report. Asa result of improved topographic data, 't • O 23 rransed one P ( P1180266 SL'° !r �"! the profile baseline, to some eases, may deviate significantly from the channel 1 c - •• ol)•-;.,-I.-II - ,,•,x I' 45°02`03 &3.02'11• Geographic coordinates lefeenced bathe NorthAmertan Dahlmof centerline or appear outside the SFHA, , , 1r ' 1983(NAD 83)Western Hemisphere AVE • • -L 4• ° Zua51 . ,1•'ry '. yqI•I' y ZONE.A> , . $100000 FT 5000 fool locks.ColPrdtlPSIaIC Pane GEnlydl?A.ne This map reflects more detailed and up-to-date stream channel configurations ' 1 - , , T1.P 'e••4. • ; ) _. JnV• .�., M ` (TIPS Zorn 0502),LambertGLv tom al Conk projection than those shown on the previous FIRM for this jurisdiction. The floodplains and r- �' • ' .•..,, o -r'e1d C daft !''' ., • k 1 :r':: :: . �:/' '� �' ^I —1375000 FT "eg'"t N 1000 miter Universal Nie caWr values,coot 3 .�,:4a,� � � e. •• r floodways that were transferred from the previous FIRM may have been adjusted xi 6.,...........H. ' pit at . . y , tl t !Ygj)LL ` ' �. " ° w to conform to these new stream channel configurations. As a result, the :v I' ;•;2;22.2 : ' •, ( . ft { 't ti •:- :} , L. 1_} < •:':7:.:,,2,:+2 2.2•, • Dxssto Bench wok(see explanation in Notes to Users section of Ibis FIRM / u l' .z, >rh. �"1:• :J: :'arA. $ T@:?1 s.. . z ot;f3j'�} X net ?'r. :� . . - � a - ✓.: .` 6. ,ice panel) Flood Profiles and Floodway Data tables for multiple streams In the Flood w ,.,•, i,; ,,• �p r• <�„ ..;•;r„,, ,+Ore r(� , r; '.•.' ':M . •• Jp Y"^u" :i t' t. • (�..t• 1. I .• ,� •a• _ t '.. r. , W • Z - ::•: .J• :�Av1,•' ,r.. .;' A11:5 River Mlle Study Report hit w airs authoritative r i t r Rr 1.;c'.• •t`•' •! •.•. `** s �Z Insurance S y R p rt (which n1. hydraulic c data) may reflect ¢ •;v, • �yq . r. .' �/ Q MAP RCPOS:TOR CS stream channel distances that differ from what Is shown on this ma �; _ + ti o • s1.• a a I h Wn p. -' ' X ,Yqr` - +•-!;hµ. ..ed „. :r•• ,. , -,. :,• :l , Refer to Map Repositories I'st on Map index . ZONE A :%:: ::v i (1.l, " ,wy- or ' .r: :.,t:r r4� Corporate limits shown on this map are based on the best data available at the time O r +, : I "• ;•' ' ' < �r ` "' 1.Y' "Q -. - • • • • • • ? EFFECTIVE DATE OF COUNTYWIDE - v, r a r.;�•.":.•.::: - I. ? I' , . . . •.,.. •:•:}:•:•:Y. '-�O FLOOD INSURANCE RATE MAP of publication. Because changes due to annexations or de-annexations may have ,ry ' , ::. .•o:>L . �! R' .. • i•, J , a,lt. .. t ,w . , ¢ � , '` r R • C..i. . January 20.2016 occurred after this map was' published, map users should contact appropriate `t • c R Y}� ' : l;{` ltjt Mn, r y M {L, n fX1 * T 1 a; tie Q . 1 t . , , community officials to verify current corporate limit locations. 1(,^4 v' • i fl P L 1T - .�„rt: u n /t r�+ ��.; }.�:i: yr <�, +c(, 'r %roe , •.51, • • •, • . EFFECTIVE DATE(S)OF REVISION(S)TO THIS PANEL ',y a SO�: : - :Y to . •1.. • . : Please refer to the separately printed Map Index for an overview map of the b` ` '' ., + ''§ � . '+ it `' : ,7fi �P ::.ti" ' r1.t , 7 count showing the layout of ma panels; community ma repository addresses; v �:' t $ ` -$ Ix " t V,1, .. �w,r,"> �l r Yi•a:, ;rr",-"vs.�, ''••• ,f•P�r _• •h� l.:' ' ._'• vie r 1. 4 . :F••.-14 ,rte ` 1 i ,• • :' and a Listing of Communities table containing National Flood Insurance Program � :ti -r0-7,"�'• i_, �k�: t ,� ' e •r• ,. .y "' � tl � �'df. .r •- ,ti r,� .::::;:-:::•°•%,•::.-11.,•: .. . ',�, dates for each community as well as misting of the panels on which each community •' ., , a,�' S,r,: :, r:: ' '. . : - till':: '; V 1.,.e '5' r^) jr:::: 4, P:' s* IS located. : _ •-t : aran ': • :4 u' (. • yo s� {. ('' ' .4 4.. rr`1_t' "17 ry ,� .'t":1..3'` � �> ,,�� 1• +r t •j• ,r t,•• •••. -. 1.l •ftics• r.:: ,rk: -.3`4: ': 101 :.�'' r3r -7,1::.•.•:4:1..t;.-- , j,1.,• L , .,> !1e. mapping,refer to the Cornmurlay For information on available products associated with this FIRM visit the Map :y[ ,,F�a ,h( • -� =:0 !.v • . r,; for community map revision history poor to countywide me •:j. t .<y . 'CJII Vans -rr:, d�._ :a • a..' ' e. Service Center (MSC) website at Mto:Nmsc.fema.Dov. Available products may : r` •;.;�. , 5' pf(� , .,,., t ., ;.�:. Y Map History table located:n the Eland Insurance Study report far this;urisdinfion include previously issued Letters of Map Change, a Flood Insurance Study Report, - ':� •%.9. • • • 'r• 0'1 . °__ _ • " - .....y4.1/4,4t0:-..c.•::.. : :••-9 9d - .• . 1S• a � � .. � 151.'•:4 .t - r < r ••-w••- X i. : To determine d flood IAsuran..e Isavafable m this dommuni conlacb your insurance agent "•,;' •R.,(a , " . fr w, J ... :'l` OK'c�`'#P! lc/ 6 Y 9 and/or digital versions of this ma Men of these iodates can be ordered or . 4•:• 9 P Y P •a:1.•. •• t r.:. . l. or the National Flood tnsuranx Program at L800•B386620. Obtained directly from the MSC website, ;:• ^; r -: ?:• ••• •t..1.tII 6aN a 4:' '•7•i. ��y, :r' •,,. .....:::.:?:.:.:41:...."?.... .-... f N rIy .t .. -•�,:':':':{'2,2''•2'.'2•'•22.2'2:'. . i you have questions about this ma how to order roducls, or the National •i�• .h:'1. _ o- } Y q p P .. .. :,. - � ..,� it .r >r . ,,. v S( 1 r2 �-,+i _a Flood Insurance Program In social. please call the FEMA Map Information r: ,p t�i,• � •,. .»,'. 9 9 :J h I r I: ,., 1:11:-:t .•V.1.. . .c .t: I • I.• r': r �. . ,. ., .. ;•l:•_:. a . : � �• .•22.2.2• r - . ..•2':•2•:•:•2.2• ` C �'�� k--)-:- exchange a FMIX ai 1-877-FEMA-MAP 1.877-336-2627 or visit the FEMA . , ,#1 �•, ,. • � : }}} r+e • yJ, _.�;,;:-•:r.1. <„; 9 (FAUX) ( ) t, r ..� ,.., +.:» :.1:1•i 4 MAP SCALE 1" = 500' y, e .1.a . .�•- .. •2222.•.. .•I Ct•• . l �. website at het .1 wlvw.fema. ovlbusiness7nfi � .•.` ' p p Y. 500 9 t do , • _so 0 0 pan - tilted-tick :i.t cre as' ( 1--r •1 h'• w FEET I . r f x: 8 x :• ti_ METERS L 1 0 0 300 a •r••. I, '' t sa L. ;': , a ;' o.^.An r 67 N -o•� ::: '1e.' .: f • :y M} _3 I•• y , r gi.D :::,,:•.:•22.•.22 •1 A EL'172 E I ' P N 6 > Y • • • • • • 11 11 •Y § 1 cltl clfllllt• �.•<:::2`::'t:•:;::'::;.•:•:•:222::::':2•:{.:•:{• f [.pin r Tnra ell' s co t I l)8l}ZGG ." Y' FIRM y.. Da: I FLOOD RATE MAP 00 ,o A n - i . r. ( . ' r WELD COUNTY, -t• o Ind? 1 q .• 'f 2.222•'`•: COLORADO •._.• :wry,•' •A: pit PI •'≥tRi, .r. • I AND INCORPORATED U1RPU TED AREAS •1.t r r1••1.t . err �' :,:...::�:�' ,? '�:�: , •�:;2;•2•'•2.2 'n l .., f r• •:t 1.r .5'. . . . . . .':. . . . . . .':. .•:. . . . . .•:. . . ..4r1•. 33-- I 4!• V t fl :�� ,.:1.r:,•.• .l. :.r PANEL 1728 OF 2250 f• N I. A County - Weld n `P, I 22. .'2•:':':•':•:•u Go i 11 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) r. - Unincorporated Arcas i�lilfs . ... 22.2.2•.. - p r 1 - - aso266 : • • ) _ T r u ,gin +2'•}2 _ • . a - I - <F V QC,1, c.O rjity, COMMUNITY NUMBER PANEL SUFFIX E. 1.,A :. :,.. . -'-- - -- _ ::� �1 ' =VANS.C I�OF Ca�7181 '17�. E .u . •_:' - 5-- ----- r 'Ft rte_« .• _ ,'L•j O(� _A 3ALLE,IUPdr OF GVI:18c. 174: E 'ia >Y' 4' a- �I " u Y.•=Ir•COI Noy CAMAR l7? F .rX: •l.195 i .1 I • • /SJ .t� ,y fiJ J 4 C i . . . . .. .. ._ . . . .� Its ., !�- // IODIDIsff C i 'I�I-,'I . : : _• •w '•'r:•Yiire:_�"?::• �•L�IiF l _ 'r, I � _ _! 'I u.. tom►_, _.....e......, r C ,, -• •�I" IS �. 1370000 FT )-11-14 GILI -e:• . _ „ Approximate _ Town of La Salle r�7j 080186 Weld County r •t 4 Notice to User: The Map Number shown below r x should be used when placing map orders; the Unincorporated Areas i < Y. � P rod e et Boundary I Community Number shown above should be 080266 5. ` _R } _ �� ' i 11.» used on insurance applications for the subject 1� �>C community. Hitch (Lt 40'20'37.5" rper_ri era- `t``_ 'j_ '_ JOINS PANEL 1730 40" 20'37.5" p-••- of^1FNF MAP NUMBER ) 104`45'00" 3210000 FT Weld County NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WITHIN RANGE 66 WEST. 32 5 04' 3 07.5" 1 .OGO FT �ir ° 08123C1726E 1tilt Unincorporated Areas EFFECTIVE DATE 080266 , r ino ss° JANUARY 20, 2016 i"�1 Pcder'al Emergency Management Agency Attachment 7 Preliminary FEMA FIRM Panel 3210000 FT 3215000 FT 104 ° 45' 00" 104 ° 43' 00" 40 ° 22' 30" , . . , � ; ; '-'8 , _ I_ : � r-, : , <� " .�+ , , PHEASANTCT z � q -,�. ' � � � � �. �— � � � � w � � .- � ,. , . � o � � , s � , '. . . � f • S . � � ` PARK VIEW DR .- Q } �: � ._ ^ J �r'�, _ � � , • _ ' . � � � � � I � 4. � C � � ..� �. V /�� • � f ` � ..� �h@ - � � f �� M1i j �. r � �' IT3 �� f� F� `� y +F 1 ' .y . .. .. J v/ +�' :1� � N �• •. �. ` � . Y `. � 13$0000 FT ' +� ' � : : + - , ' ,�I+p' �`�,. RF� TA/� �'L �� p PTARMIGAN DR ��-� �T� �'"' � a� '�31 ` � " PORT ST � •} � , . ��"� �7� �, , ,, , �i[ , �,; � � , ;. - - vqy �, z _ , _ P '4�,` �� ' - � �� Y7 � . � `- - _ �: '� . - � J� . �' � �` �c 1 � y:�- �t i W W e ' = m'�1I � • � �'� ..� _ _ .. � `;� � .. -' -T ' �/ . . = O > 6.:1 . > ��.�. ,� . . ,. � I r . • y p � w a Q ya � ;+i,- � �'� �. - . _ �:s'' �� ° `� : � � " w ��`�r � v 4 Q � x W , � y ; QUAY ST � , � '. . . !� ♦ . . . . - - - ' 'T .�` +' K/ 1 � ❑ N �N a , � � m � y � ,� �? � DOVE LN � J � > Q � . � � � / BLUEGRASS G�� Q `� WHARF ST = _ � g �. � 4 CIR �-O ' '" � , 1 a � � .� shcro t Dr�ain� F � CANVASBACK , � - � � q . f _ ` �' � � � 11�` f ��'` �� -'�'" �� ` � � `y � • CT HAWK DR ' I� 7 � r,■ , * ' ti. � ' �:' Clty Of L' Va11S + �� ' � � Z � + � M„ �" ` ,: � � �' "'" %r , :;" , .F„ !fl fi, �' � ' �4'. a �� . �� aa6.9000m N Y'I � F °. r �� 080182 z � y� \ HAWK DR ' `�, : 4 - `� _ ; � � �.� �3 BLVD BRUSH z V �� y pRq' � WATER FRONT ST � � .r , � . , 35TH AVE \ SAG v� '# '� - _ R/�c �/Ew pR �'� �� r'��; $HENANDOAH ST � � �� EBRUgH e �� ' +�' , ; � � � ��' - - - - F Weld County � , � VO � �,�'- ' FOXTAIL LN � '" �� S�` J ` ' "- " - < BLUEBELLS DR 9 . � �' �� 9 Unincorporated Areas r:�. . ; , ,? �� ''-� '� � , ; � ' ,, �+ _ � R � � y s � , � . _ �� , PENNYROYAL ' =r�� O8OZC)C) .. � , � , � ' ,� +� . �, �� LN --.� � '-�� 26 a � � :�' � ,� . � .�,'� �� 25 �uPiNe �N � ; �, • �v_ , :a, �� ' � � �� . � y � _ . O � � �- �+�,�, � � � G a � �'� fi � �� \ - ._ � City of Evans o : I CORONADO S� �Q � Q � YARROW , ; OgO1g2 BUTTERCUP LN = m m . � U � ,'�� • t� � �-;. � :� CIR ' ; �� J ? ACADIACT a � ' ` , �. � r A k PENNY; m � MAP AREA SHOW N ON � • f �1� � ` . � o ROYAL�. � z � � O� ��`> �' 4h THIS PANEL IS LOCATED �% '� '` 1 1 '� ��► . +` , . = LN �d : r �a ' , - , • � �`� ` �p '' �c�� WITHIN TOWNSHIP 5 �`� � • ' �� . �� ANTELOPE WAY � ,,�; l �:� t�L� � � '4� �y �^ '' � M; 'J� � � a -� = , � � �. ,. � \� . NORTH , RANGE 66 WEST �` 6 '� �'� , � �. f� � �• ' � , � 4�, � t ; : GRAND ��. ,�, �,.". AND TOWNSHIP 4 '� . � - ` � �, : - �" - HEATHER LN "' � � ',. : �;� � TETON RD � ,� . �� , ` NORTH , RANGE 66 WEST. �' � � � -� r ,! �M �� L . a r� "O , � T ? °T r � � � Y _ ,� „ p ,. � ' � f W '��- `�,, , � � � - � 69p � � . '�' I4.�',. � O . , 4 ' . ��t� . � y� � � p� SHOOTING STAR WAY F— O L Y M P I C D R � �� C� a Z O N E A E ' � a _ � �y ' . . F � °�'�� .p�' L� � p �r�O ` O � ' t � '�� ° � `i �� , � : r +'' �r .Y • : � � � _ �O � �`i +�N � . �- � M� � . ��a.. � y ' ��` ., y I �• V � ' Y �~�� 4 z � qti � 1 We l d Count � '� � - '� 'h � °� ' `°� Unincor orated Areas Weld County �. �. � \ � GRAND � Y�,� T �. ; '� ;� �� '�,� �� 80266 Unincorporated Areas �' � ` ^ Evnns To,vs� D��l :� � _ � , ' * �,� ,� TETON RD "��M ;� .;W�, 4 � -fi " � , { ' c OgOZC)G �, ,�� { . � � � , - = � � � e�' ,< . - „ � � � ��'r� . _ ' -x� `�y ' . '� , �°� a . i:� i'� � �. f�� :i � , ,� , . .. � . 7 t YOSEMITE DR i��' _�,� �' � ZION DR� BRYCE CANYON DR � � r � i Q Q � , , � �� .� � ` T ! � � , ` s � � ; ,-' � '' , . _ � '� . ' EVEREST PL � C 4681 . 3 ' ' ''` � `� �Q� o a ,_ , .z. -. � �� GLACIER DR � . � , � � HILL N PARK DR� � � � �� t -y ' -� ' ` I � ,� ,qE� �� B 46'I9 �' ° \ I 49rH .ST �tr Weld County � � Unincorporated Areas ' �'s1Z` �"fr I � � 080266 + � D��,ti� � , ��_ � • �6�2 y P � � � + � 4468000m N Weld County Ev�ns Toti��f� �ir�� - � • � �; Unincorporated Areas �� ,� � ' �� ZONE AE 080266 cDi ';, 5Q�N S�R�� RO � I_: � � � . � .' �1 W ;� ` ' ., �trW .. . 1375000 FT � � �� .� .. �- _ -, . ,a s � � � � �"{�� 9m � . r��.�`_ . l'�� "r _ . .Q' . .. '� � � s � ' �� . �� . .� ='� '. - s� . . �a. . �,�r . + f� .w � Y � ti� � . i-': . �� . 4� �� ,+t� `„ �� 1 - �� .� . � i� M -�'� `, � �� ' . �. � '� ` ' . � fyr � r r Y . Y� � . �`' � • Y �_ _ '�- - -Y--�� •« ,"� � `�' ' .�, 4 ."i , r - � t " � .��-�` . �' � �.�y�tt '' � � ' r r�,f� .. � /'/ ' r � � �� .,' �II �. , �� .�f � `'�..a, � . , � • , y� I� �� { � �, �r � ` .. ` f� - i , ./� { ,��. �,� `�Ar �1,.' �.r� ` �' '� . t.�.R�1�. . . . ,�}': � � /�� ` �y. + � .t � � � �� . � P.. /� � p , '� . � . �. � � , . � �3 . _� J . �" .¢�. " • a . a� �� _ ` . . Fti, � > �. � .,� ;�, , � ,� ,�. v City of Evans �*� ` t -� � .� . � ;.�r / , .� J1 . � , , ro ��.�� , / ' � �i , �. i 1 T �r:� � OVO1V� �1. � ' .� �, ' '� � "3 i��i I.JY�� L��{� G� L LL,�jll�� L�/ �•.0�i' "� . �, e � ` . � ry. trP . r . ..� . I ��'�.�' � �� ` � '�� . . � , y : _� � �,�`.,+��•,' 35 �,.,.� . � 36 �4' �` . Suuth Platt�� Rri�tyr_�n,o..=— -'r '� � +� �^ �`'�—� ✓ � .d�r � y :� w �� - - � .. � .� = •� f`�� i, . `^ � � m �,��j�;t �i .f� ' � ! ' � yi�- i . �'` � , . ^' ' ' .r � . � � � - _ .. �G_ _ ' �� \ '� �lL:�� ?' "' s � ' Weld County ' � �" �� Unincorporated Areas ' �� 080266 ZONE AE �`'� ,� ,��, . , ,< � _r` ::? � � . � - � �**,� �� . , , , � � ` �ilk,_ . ;d. � _ ` P`x i, ` � x + + 394 3� _'� aa67000m N � � � � �� ,�, o . ��, �. ;s �. .+` � �� , , a . ,,. � - - , C1� �f �O(l��rl`o:' ! ' ��lf('�1 Weld County Evans 394 Unincorporated Areas 080182 Weld County 080266 Unincorpora 'ted Areas �'� Approximate 080266 Project Boundary ZONE AE - - - - - T. 5 N . T. 4 N . T. 5 N . - - Town of T. 4 N . La Salle 50 080186 33.25 , � �<-' � # � r R,• 1370000 FT "� ti . DOVE `� HILL RD 2 1 w INDEPEN- � Weld County DANT �'°`��'��'' �'�`'�' Unincorporated �v� W UNION Areas AVE 080266 + 3g aa66000m N 394 Unlo�2 DZICh 40 ° 20' 37" _ 40 ° 20' 37" 104 ° 43' 00" 104 ° 45' 00" � � s23000m E � � s22000m E � 'N .� FLOOD HAZARD INFORMATION NOTES TO USERS SCALE For information and questions about this Flood Insurance Rate Map (FIRM ) , available products associated with ,� NATIONAL FLOOD INSURANCE PROGRAM SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT this FIRM , including historic versions, the current map date for each FIRM panel , how to order products, or the Map Projection : National Flood Insurance Program (NFIP ) in general, please call the FEMA Mapping and Insurance eXchange at Universal Transverse Mercator ( UTM ) Zone 13N ; North American Datum 1983; � THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING 1 -877-FEMA-MAP ( 1 -877-336-2627 ) or visit the FEMA Flood Map Service Center website at ' Western Hemisphere; Vertical Datum : NAVD 88 � DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMATAT https://msc.fema.gov. Available products may include previously issued Letters of Map Change, a Flood '� Insurance Study Report, and/or digital versions of this map. Many of these products can be ordered or obtained '�! WELD COUNTY COLORADO HTTPS :// MSC . FEMA . GOV d '�e�t'yf�°mtne "'ebs'te. 1 inch = 500 feet 1 : 6 000 ,� ' � ��cA��Fti , � and Incorporated Areas � �� .. o Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as well as ... � � aboverrent FIRM Index. These may be ordered directly from the Flood Map Service Center at the number listed � �J� � � , � � � 2 , � � � � PANEL 17Z 6 OF ZZ5O �f�'" ^�� Without Base Flood Elevation (BF� feet � �dJ�� /'� , v. .s� �y �i '�t'� NU StiG��, With BFE or Depth �O118 A �, AQ, A ;-r, V�, RR For community and countywide map dates refer to the Flood Insurance Study Report for thisjurisdiction. rpeterS � SPECIAL FLOOD � To determine if flood insurance is available in this community, contact your Insurance agent or call the National 0 125 25 � 5� 0 , ;;� a�';uF� � �� Regulatory Floodway Flood Insurance Program at 1 -800-638-6620. �F �- °�; � HAZARD AREAS ` � � 3 � o Base map information shown on this FIRM was derived from the National Flood Hazard Layer (NFHL) , dated PAN E L LOCATO R r; � �' - , � . 2 /o Annual Chance Flood Hazard , Areas 2016 and digital data provided by Weld County GIS Department, dated 2018 and Ortholmagery derived from the ry.•�,�:` � : � - �� National A nculture Ima e Pro ram NAIP , dated 2017. ' � '�}�`� ' �' �� ~�`= "�'� of 1 % annual chance flood with average g g ry g � � � C0MMUNITY NUMBER PANEL SUFFIX depth less than one foot orwith drainage � WELD COUNTY 080266 1726 F areas of less than one square mile zon� x � EVANS, CITY OF 080182 1726 F ' �` n� - Future Conditions 1 % Annual 1540* � LASALLE, TOWN OF 080186 1726 F ,, "� �`� WELD COUNTY �" � `��, � �` Chance Flood Hazard zone x � ��=� Area with Reduced Flood Risk due to Levee ° LL � �`�� ° ` `` �� See Notes. ZoneX — OTHER AREAS OF _ �,� � FLOOD HAZARD �-��.��' :, Area with Flood Risk due to Levee zone � � � . _ NO SCREEN Area of Minimal Flood Hazard zone x � PRELIMINARY OTH ER AREAS "� � Area of Undetermined Flood Hazard zone � � 9/ 1 ']/2 � 2 � - - ----------- Channel , Culvert, or Storm Sewer 1707 • 1727 � � GENERAL �� STRUCTURES � � � � � � � � � � � � � � � � � � � � � � � � Levee , Dike , or Floodwall . �� ' �� P�� 3$ E 18'2 Cross Sections with 1 % Annual Chance . . _. _ _ .; _. _ r a.,,, , 17.5 Water Surface Elevation , .:: . ' � � � - - - - - Coastal Transect : p � � � � � 4 � , - - - - - Coastal Transect Baseline �.,, _ �_� - - Profile Baseline VERSI0N NUMBER Hydrographic Feature 2 . 6 . 4 . 6 1709 1730 MAP NUMBER ^^^^�� 513 ^^^� Base Flood Elevation Line (BFE) 08123C1726F OTHER Limit of Study � FEATURES Jurisdiction Boundary * PANEL NOT PRINTED MAP REVISED U %0U\R 100 N 6th Street, Suite 410B 612 . 230. 0172 Minneapolis, MN 55403 www. us-solar. com USS SOUTH PLATTE SOLAR LLC DUST AND WEEED MITIGATION PLAN A description of those methods by which dust emanating from the proposed SEF and the weeds growing upon the impacted area will be mitigated. USS South Platte Solar LLC will minimize and control any dust emanating from the proposed SEF. US Solar will implement the following procedures to fulfill this intention : 1 . Prior to construction commencement, US Solar will place a temporary cover crop onsite. This cover crop helps minimize erosion and limits dust-creation during the construction period . The cover crop US Solar commonly uses includes hay, oats, or other grasses that can easily be established on dry land . USS South Platte Solar LLC does not anticipate that our construction processes will generate a significant amount of dust. The cover crop will help reduce any amount of dust that is produced by our construction processes. 2 . Following the construction period, a majority of the land within the proposed SEF's fenced area will be vegetated with a pollinator-friendly habitat mix. Put differently, a majority of the ground beneath and in - between the rows of solar modules will be transformed into a mix of low - lying, deep- rooted habitat. The habitat mix will help stabilize the soil throughout the lifespan of the proposed SEF. USS South Platte Solar LLC will control for noxious weeds throughout the lifespan of the proposed SEF by mowing the native habitat mix on a regular basis. Any noxious weeks that arise will be treated . a _a WartAlgal 11111114111katelki "Stara e rirae fl:1 1 ' '- ' : • l •lity:„;,flitia:; .:: ::fi: ,-...„, _ ior• Iiii.- .• C Atli e miFs I Or lc:I4 . .3°. , , 4" i1/4 4 ma` IP° OW lq II es C a.9 n • 1 ; 404:-: 4 to Or I a,` ,, - .4.1:Plc �' '� ce:Lkit ' A 4 4r ♦ ' NA_ - 1 _ i° - - - - - Cheyenne ri - WELD [- T = - ONLINE MAPPING Iti\tsL\s‘sssilsssswss:sx\s1/4\k ‘ss\ssissssAgs::,, li .= _ y i _ I f noir _ • N*441/4 '�C. L ter! f4 I �� I. J.id ` • `(----/ � _t vi:,••way N. 1Yo J f� � C � 1 I . - \\\\\*.\ \ . I -. i GED - - "' Legend 1\14 \ II r C Parcels Ir: 1011Pl NS4 2 t ifichr , ,' . ,,4 _. FEMA LOMA , sika nieit \ ii _.• � - i - r Flood lain - 500 Year 00 year .l- . . \ ,� ,� r.lk Floodplain 100 Year Zone A �� _• r Floodplain - 100 Year Floodwa it _ Floodplain - 100 Year Zone AE I f ., - ' .4-44 - et II ii 4.1 - - Floodplain 100 Year Zone Al- llibliPer, 4' , '! " - �: _ ig Floodplain - 100 Year Zone AC ar,�ziii; k• , .. L9t"4 41fr 4,p Cam. J esti"1 . r #4,- ' SIPI dibit / tint r47#41P 4.4 Ii .00 14- - et-, -r---. ‘1,fabAsk, Csi;,1/4 . - ' ' II 1111111 ,---- ! # itle lirr — eV •nil . t- a"A-,"—:a--aa - a a a y AS Irma 4.-.c>, ,,. . - s _ - - a -_ -__-- 1d . ,,,,, _ "j �ji Imo.. .„ 01/4„, „ r,,,,I.I .,--- , .,,_ es ., 7 ,a , _, . r 1 - - i' 3 12: :III Nor :ger —laz- rIMM .L, _ �•�Iltra te Ifiii I is ill:iro._el Fial:i i r- i t 'lei° _ _ _ _ _ i nri I i , 1, - id& ,i: wii't labs r - 1 --, ! .,„,„, c-=. rs' 0 �` 11 -0 8- 08 21 ;A -_ - + cill _ re; ,1" - ,44, , ji , Ill • OIL . di. .ilas i I ' - _ • r -'� .- 1 Ill�, - ' ter is sole t , - __ . , )ar IF i'ri 0111 --- gar e . ri_r_ ... „ . . .. ,,,,,,,,,,,,.. ........., ,---- _ ., , , ,u , ,„--0- litkil" -----1- ..s.-Nill s , 2. : • • rur 1114, Ill"Sitillitr.All 71'---- _. : le.lETILati- IL elPige I St- 1 i 1 ii - ' - crows =z 6 _ _ if I I - 4 illir .1%,°7 Iiss , a _ - -).-rn.....- 4. ritiogi - - : 4 Off t41.- a --- Matt • I _ a:detail vt-j ' - i ' - l cri err - ; __ • - . ID , cvitt,ittlis- at riev _ -- -- iff- Ill / jar -ago - _ is . E 1 : 8,931fill �� - Notes 1 ,488.5 0 744.27 1 ,488.5 Feet This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, WGS_1984_Web_Mercator_Auxiliary_Sphere current, or otherwise reliable. © Weld County Colorado THIS MAP IS NOT TO BE USED FOR NAVIGATION Cheyenne ri - 'WELD COUNTY : - ONLINE MAPPING Niti\N, li ... . lar Fort Ckoillierni s1/4\\s\\\s\\\W\\h\hssk:\\sH\::Sic\W\sk \Hs\STSL%\\\k4:SstH\:\hstS\k4\N\4\\%%fr y it \ I \\\.\\%s 4 k , -Nx, NsTiv, I "siivilder ' i — AI t at— �: �1k 1,:sts\ss\" .11\oodvieNsossti art\ . N, :\4\44„. Ns:„Ik4s cil 50C \fee ri r Legend \1/4 sts\Hir‘, N� 1 Ir% 1)0 \ /Th.. ,rne • �,,^ Parcels it is:\ - - \41,0141). ‘1/4 _ \ % .. i iE e Preliminary FEMA FIRM Panel ,.., i (11 . x . 11- 14#\l s or., Preliminary Floodplain - 500 Yi f i ' 0 - I " _8: _- -..' ;:: : : liry Floodplain - 100 Yi 'r{ r I •li r `► ,� r dry . f g\ - , oe- 1 '44 i 41 , e At/ 4: ry Floodplain - 100 Y• K IV ° ' Preliminary Floodplain - 100 Yi A „, I �` `,Awe: "'e : 2 ts, - Preliminary Floodplain - 100 Yi I ii ..**,:e a r 4, filb I -.- a--allk". rjer - 1726F I . irsz .;k !tai::172: 71E* , gr - .. ,,,s. ft, -100 Year ,r� 4 - _ el*. I - Hill I i 11 oasis ! , / 4041wr Besse I4 II It Midi .iill �gi� . il tom■ ■•e _ �thiactrusi-m_ ii _ ' ' - _ ter- _ _... - r C II tit r--) ,---c--- _ ifil : II lita" WE u:sr. I U Y ' �- �_ a -- imaIra m. s I ,,ce "Sale U I '� r -r• . _. � illitaa i - pal r io. Iiirktre • FirCt il T ,_ a . ' . Ma ; _ILL- `__ ., I _ . 1 Oil - tin" arultd- ster . IP 1-3.aLl'4%-di � ___= :TTLr g ( `Vtimiti --�"` , ...e"tr!Pal -r-T li is - - 6 ----LT- it -7 --- ----lat - - 1100iftellitil er- #1% CI I ..„tar ilritOC . al a I 1 4 4 ale:, la,' OW' o' ell sit Ai‘- �4,e_ -_- , *.III � ,�` �''�'r� _ is art . a feta, * 1 . 8,931 A _ Notes amar _ -_ 1 ,488.5 0 744.27 1 ,488.5 Feet This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, WGS_1984_Web_Mercator_Auxiliary_Sphere current, or otherwise reliable. © Weld County Colorado THIS MAP IS NOT TO BE USED FOR NAVIGATION NOTES TO USERS LEGEND SPECIAL FLOOD HAZARD AREAS(SFHAs)SUBJECT TO This map is for use in administering the National Rood Insurance Program. It does INUNDATION BY THE 1%ANNUAL CHANCE FLOOD not necessarily identify all areas subject to flooding, particularly from local drainage t22o:unE c23"o'n'E 104'43'07.5" The 1%annual chance flood(100-year flood),also known as the base flood,is the flood that has 104"45'00" sources of small size. The community map repository should be consulted for JOINS PANEL 1540 a 1%chance or being equaled or exceeded in any given year. The Special Flood Harald Area is possible updated or additional flood hazard information. 40'22'-30^ 1, ( 5 A gt1/•a Ywrl I f'A' ' ` �'4`: ;r;_ a 40° 22'30" the area subject to flooding by the 1%annual chance flood. Areas of Special Flood Nam rd f' L .° . y�PHEASANT ST `. i err = •a' &' _ e 4,,,..k.).414,1- It t' ' :: / J' .' b ,aui . !. 2 _, hxlude Zones A,AE,AH,Ail,AR,A99,V,and V? The Base Flood Eleyatlovl is the ureter-surfa_e 1.f 1 '•"' �' w 'PARKVIEW"OR. 7: - p; iirludZones a 1%annualchanceIced,To obtain more detailed information in areas where Base Flood Elevations BFEs t I ' a N g m( ) i I�l FJ , , t� pfi.LP& w� f' - '—'<-1z x 6v;andlor floodways have been datamiined, users are encouraged to consult the Flood ,' kt , , a{r;;w ) ao {. 6�. C fpqr t vZONEANoBaseFloodt9evatonsdetemi ed.ry 4 Ili ,if' f ,p. i. : 1.g :• RSprg c.!(y .T.4_ . 4r ' Ia.ii j; t<ya�..,. ..� ,,1-1 c. ., .., ?If::: : p' Profiles and Floodway Data and/or Summa of Stillwater Elevations tables contained •? �t., 1.r • a •h• b 3• 13♦31 000 FT ZONEAEow: PT ARMIGAtV,DR, dRT$TFt should be aware that BFEs shown on the FIRM represent rounded whole-foot y �r ".� `� o¢( z?' r' ' •` y l � ;' L 'p`1' 1' =' '' .- e f ZONE AH Flood denthg cf 1 to 3 Seat ups ally areas of fund rig); sale Flood Elevations elevations. These BFEs are intended for flood insurance rating purposes only and ` I t 1.^ 'i„ �'P� f ' -4 . •/ —" 1� " 2&� determined, P Po 1 1 : ;:, a Sb »4- b< ,, 1'i I& a' o f 'tip. 1,.( qw WI. -I -C I:I. I I M 1; should not be used as the sole source of flood elevation Information. Accordingly, > _ ,. Tt;f 'std >:0^ 1 •> �i. ,. is - .. l. , ,%� :�S�._., - re. ,� g era ..• w w u�f,� _ QUA $T ZONE Ail Flood depths i e,0 3 reef(softly street fan on sloppy terrain); average flood elevation data presented in the FIS Report should be utilized in conjunction with • • I• i t• .��. � � t �. � J.: �- �. � •1w ,,,,� t ;x ,� �'ei,• 1 "�'- �w _ 's � i depths determined,For areas of ailwial fan flooding,velocioesalm determined. the FIRM for purposes of construction and/or floodplain management. I �5, \'C>' C_' ,f►` 4- •,y a 11 Y S ..21: , aD4 u1. ley of Evans '.I r" r -ni i'3 .' ..f'4,.i:l`r:- ',Y•. WHARF•ST - r , , ZONE AR Speeal Flood Hazard Arc25 formerly protected from the 146 annual chance �• t L' '�- - ''� •K'rf <•+ fbo:l by a flood control sfem that was subsequently decertified. Zone Coastal Base Flood Elevations shown on this map apply only landward of 0.0' 'le, �p e,. •� "A a. llti0 l82 ` •• s�0 C: 1 a r Y L' AR lydicates that the former flood system is being rStored to provide North American Vertical Datum of 1988 (NAND 88). Users of this FIRM should be • , rt � ��, �/ k' +. l I. a �5 I •' aware that coastal flood elevations are also provided in the Summary ai Stillwater t t : * t' _ f,', . h / , . protection from the 1ss,annual chance or greater flood. 1 -4•:_=#r1. r, •'1 -`(. I 't Std•' ! !e HAWK OR ZONE A99 Area lo be protected from 1%annual chance flood 5y a Feceral noun Elevations table in the Flood Insurance Study Report for this jurisdiction. Elevations Imo. _ , t to:- ,y_r , l: x 4 11 - � .�` 1" ,e _ ._15 '' Protection sy em under conarudion; no ease Flood Elevations determined. shown in the Summary of Stillwater Elevations table should be used for construction <, ,r,.:,. ` ` 3. / e fi -'.4( Z�� 3 1 z''�1 -. I'I. p t= r t and/or flood lain management purposes when they are higher than the elevations 446,',,,,N Aq >r -s • I ,q -.4A ( . j 1� C , . t,. .'); ZONE v Coasal flood rune with velooty hazard(wave action); rip Barr Flood Fle ations P 9 P c v ` � � .� Ti ''3 1. C7 �.• WIT'S <t • • shown onthis FIRM. (S r(' - a., 11 , 1 i '�1 r v • • S,.- !<., - �, >•p Y } 0eozrmihed. . �Er - :1•; we , r r:7',t r , , ,�t_ 080 182' ��/W/'C7'ERFR ' jS ZONE VE Coeval flood zone with velocity hazard(wave action); Base Flood Elevabons Boundaries of the floodways were computed at cross sections and Interpolated ? i r ' �r ( ' f�+l'6 't�►I' L. vanne mf4rt determined. r1. - , . f �;�' f • PRAIRIE vii'_w nit between cross sections. The floodways were based on hydraulic considerations with • . • IrP/rr�/.�1 Y Y ��.. d <. I riA,3:l FLOODWAY AREAS IN ZONE AE regard to requirements of the National Flood Insurance Program. Roadway widths rf y 1 ` BLUEBELLS DR and other pertinent floodway data are provided in the Flood Insurance Study Report , t r , . i I. 4 -• �., n- _ - - The floodway Is the channel of a stream plus any adjacent rloodplain areas mat must be kept free of for this jurisdiction. 1' r ` , 2 V I • 1� <. 'i t r r r ; • < - �� .1. - encroachment so that the l%annual chancetlood can be carried v.•ithoutsvbstarrtial increases in Certain areas not in Special Flood Hazard Areas may be protected by flood control "� • F�90 : ' I 'j ` f `` `,( i , I t� • a 4, flocs heights. structures. Refer to Section 2:4"Flood Protection Measures"of the Flood Insurance 1.f ,1,0 , 9;•�! I { r' j m PUTAIROSEcus • OTHER FLOOD AREAS Study Report for information on flood control structures for this jurisdiction. . m 11 el', (.0rotlt `^ ! .I (,.•r F w w •I I • ,• . m 3 z BU (r: -.(o\ ; t 1. [. R l n l'U C t d I a, , It.3.. t �.t .• , 3 O ZONE x ken of 0.7%annual dianLE flops; areas of 159'0.arnral chance fh„Pd with The projection used in the preparation of this map was Universal Transverse COR- S : tn a� P, , • I • i o LL w •� ' (f81)2.b.IS, -14 { Is`' •,' r .• M1 ,. �.. . z re. 7 . 'Lc mile; of cede an l foot ortitith drainage areas less than l square Mercator (UTM) zone 13. The horizontal datum was NAD 83. GRS 1980 » ,,to() �� * 'w • mile;and areas protected by levees 1%annual chance flood. Zia d. ( ) IQN f » spheroid. Differences in datum; spheroid, projection or UTM zones used in the ; e rrE 0` ' "�Er / i 'I — I o �+ production of FIRMS for adjacent jurisdictions may result in slight positional A�'. f >� 1. I 1 •. w �• • ,z =: z; OTHER AREAS differences in map features across jurisdiction boundaries- These differences do not 4 • 1 1 's ; 'c ';( • •' / I •1'` ..1 S , {/ d' ol. `Ic '+. ' '(f{rZ . AE'< `fr. - I I -II I •-i '� L ZONE X -A,-eag determined to be outside the 0.2%annual trance foodplaln. affect the accuracy of this FIRM. °A ,...,:at,,, r o p *l ? �+. I 0..'' . • — el HEATHEk iN ale= pry -1.11/1". ..„ y hb+ 1 ♦`^ - ZONED Ared5 m which flood harartlSarc undCh7miCCvJ,but faS5inIC. Flood elevations on tills map are referenced 10 the North American Vertical Datum of z '�rw" • u'fHHu r I 1988. These flood elevations must be compared to structure and ground elevations r m or . � y r a C I ' _ _ "_ _ _ _ _ - , - _ - _ - — _ If1 \�\� COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS referenced to the same vertical datum. For Information regarding conversion ,. a y '"I PRER IL Ly;C• 1I 64 ':) W L'YMP DR I r .. M I .. 1 d ' 1, , . . between the National Geodetic Vertical Datum of 1929 and the North American Y r $y ,,^ f,� y' ,_ ' { ( �NCs��' OTHERWISE PROTECTED AREAS(OPAS) Vertical Datum of 1988, visit the National Geodetic curve website at c"1.. na �.:4:1;1- , I Flyun R,ir,r'vitalMtp:llwww.ngs.noaa.nov or contact the National Geodetic Survey at the following - f.:E fr' ;I, , *'', ,Qz' y o I 1 glj l •—`•' CBRS.a pas and OPASare normally located within or adjacent M Special Flood Ha did Areas. ': R o- / IP_ address: d . # °.r( 2 /P.,;‘,14` `,O'A r I � f Kr• 1%Annual Creme Ficodplain Boundary -, ,� !� �'� 2 �' -1R"`= I j W elf! ( 41.0 ll11 .t 0.2%Arnual Chance Floodplarn Boundary NOS Information Services �. 'wilt ?� i I - ••'a�h• s *ea 14y r 7 + 1.c• _ l nincor wultcll..11cns e • NOAA,NINGSI2 1 :` k ^- I 7� National Geodetic Survey t. t V IPp -, � ^ : lur `� I 11:511266 Fri., ;Shy." Fl xdwaY boundary 4! .. • M t;�dF e i P — — — Zone.D boundary SSMC-3,#9202 t 3. YOSEMITE OR r. ` r _ , , fr 1315 East-West Highway ,r , « p, ' , Al• CBRS and OPA boundary Silver Spring,Maryland 20810,-3282 V. ' . ' c' d tE�Ry•�R `r� _ /r---‘, t I I • •a, •: (301)713-3242 4 /' •4., •r -str,l - -o'er.; i �` 4 37: ^ L _ s • +B N t 'r Boundary�vding Special Flood Hazard Area Zones and boundary -,. .,— - _yf,,, — --ee +•rr' — I — - �—•—� _.,�� _ ,7 ..,91":•, �— dividing Special Flood Hazard Areas of different Base Flood Elevations, '1; - - - _ �� - Y tit s -' ('_ p2 To obtain current elevation, description,and/or location information for bench marks 15TH ST 'e--- - - __ - i - - __ i flood decade,or road velocities. ��,r- 491H Si I `� ' — .�� Y _ 'J t _ shown on this map, please contact the Information Services Branch of the National -- : ---II r -""--"-513-`^-". Base Flood Elevation lire and value, elevation in feet. Geodetic Survey at(301)713-3242,or visit Its website at htto://Www.nos.noaa.nov. 1 • ,�` /" - • - ,; (EL 987) Base Flood Elevation value where uniform within[one; elevation in I Wall Cotinta . . ' L ' I . I , - +, ./ leer Base map information shown on this FIRM was derived from NAIP Orthophotography �m o5 S' 1 _J • °68 N 11 tlRincrirpor:ltltl ar'cas �,� : RererencedldNeNormAmerctnveNral Datum orlgtls produced with a one meter ground resolution from photography dated 2013. 1 / 1:"--00,000.'; .:<-:. P • < / '— 111likIlesi ' ZONE AE O OH(1266 6^I C �u j• ,. q A Gross section line 11 Chi L UTIRtl' r l �8 , : • .. The profile baselines depicted on this map represent the hydraulic modeling baselines In inun prorated A fees Y I x� j`, � r ' r • �, 1ti j,.1.1 ' - i.•. -1/ that match the flood profiles in the FIS report. Asa result of improved topographic data, 't • O 23 rransed one P ( P1180266 SL'° !r �"! the profile baseline, to some eases, may deviate significantly from the channel 1 c - •• ol)•-;.,-I.-II - ,,•,x I' 45°02`03 &3.02'11• Geographic coordinates lefeenced bathe NorthAmertan Dahlmof centerline or appear outside the SFHA, , , 1r ' 1983(NAD 83)Western Hemisphere AVE • • -L 4• ° Zua51 . ,1•'ry '. yqI•I' y ZONE.A> , . $100000 FT 5000 fool locks.ColPrdtlPSIaIC Pane GEnlydl?A.ne This map reflects more detailed and up-to-date stream channel configurations ' 1 - , , T1.P 'e••4. • ; ) _. JnV• .�., M ` (TIPS Zorn 0502),LambertGLv tom al Conk projection than those shown on the previous FIRM for this jurisdiction. The floodplains and r- �' • ' .•..,, o -r'e1d C daft !''' ., • k 1 :r':: :: . �:/' '� �' ^I —1375000 FT "eg'"t N 1000 miter Universal Nie caWr values,coot 3 .�,:4a,� � � e. •• r floodways that were transferred from the previous FIRM may have been adjusted xi 6.,...........H. ' pit at . . y , tl t !Ygj)LL ` ' �. " ° w to conform to these new stream channel configurations. As a result, the :v I' ;•;2;22.2 : ' •, ( . ft { 't ti •:- :} , L. 1_} < •:':7:.:,,2,:+2 2.2•, • Dxssto Bench wok(see explanation in Notes to Users section of Ibis FIRM / u l' .z, >rh. �"1:• :J: :'arA. $ T@:?1 s.. . z ot;f3j'�} X net ?'r. :� . . - � a - ✓.: .` 6. ,ice panel) Flood Profiles and Floodway Data tables for multiple streams In the Flood w ,.,•, i,; ,,• �p r• <�„ ..;•;r„,, ,+Ore r(� , r; '.•.' ':M . •• Jp Y"^u" :i t' t. • (�..t• 1. I .• ,� •a• _ t '.. r. , W • Z - ::•: .J• :�Av1,•' ,r.. .;' A11:5 River Mlle Study Report hit w airs authoritative r i t r Rr 1.;c'.• •t`•' •! •.•. `** s �Z Insurance S y R p rt (which n1. hydraulic c data) may reflect ¢ •;v, • �yq . r. .' �/ Q MAP RCPOS:TOR CS stream channel distances that differ from what Is shown on this ma �; _ + ti o • s1.• a a I h Wn p. -' ' X ,Yqr` - +•-!;hµ. ..ed „. :r•• ,. , -,. :,• :l , Refer to Map Repositories I'st on Map index . ZONE A :%:: ::v i (1.l, " ,wy- or ' .r: :.,t:r r4� Corporate limits shown on this map are based on the best data available at the time O r +, : I "• ;•' ' ' < �r ` "' 1.Y' "Q -. - • • • • • • ? EFFECTIVE DATE OF COUNTYWIDE - v, r a r.;�•.":.•.::: - I. ? I' , . . . •.,.. •:•:}:•:•:Y. '-�O FLOOD INSURANCE RATE MAP of publication. Because changes due to annexations or de-annexations may have ,ry ' , ::. .•o:>L . �! R' .. • i•, J , a,lt. .. t ,w . , ¢ � , '` r R • C..i. . January 20.2016 occurred after this map was' published, map users should contact appropriate `t • c R Y}� ' : l;{` ltjt Mn, r y M {L, n fX1 * T 1 a; tie Q . 1 t . , , community officials to verify current corporate limit locations. 1(,^4 v' • i fl P L 1T - .�„rt: u n /t r�+ ��.; }.�:i: yr <�, +c(, 'r %roe , •.51, • • •, • . EFFECTIVE DATE(S)OF REVISION(S)TO THIS PANEL ',y a SO�: : - :Y to . •1.. • . : Please refer to the separately printed Map Index for an overview map of the b` ` '' ., + ''§ � . '+ it `' : ,7fi �P ::.ti" ' r1.t , 7 count showing the layout of ma panels; community ma repository addresses; v �:' t $ ` -$ Ix " t V,1, .. �w,r,"> �l r Yi•a:, ;rr",-"vs.�, ''••• ,f•P�r _• •h� l.:' ' ._'• vie r 1. 4 . :F••.-14 ,rte ` 1 i ,• • :' and a Listing of Communities table containing National Flood Insurance Program � :ti -r0-7,"�'• i_, �k�: t ,� ' e •r• ,. .y "' � tl � �'df. .r •- ,ti r,� .::::;:-:::•°•%,•::.-11.,•: .. . ',�, dates for each community as well as misting of the panels on which each community •' ., , a,�' S,r,: :, r:: ' '. . : - till':: '; V 1.,.e '5' r^) jr:::: 4, P:' s* IS located. : _ •-t : aran ': • :4 u' (. • yo s� {. ('' ' .4 4.. rr`1_t' "17 ry ,� .'t":1..3'` � �> ,,�� 1• +r t •j• ,r t,•• •••. -. 1.l •ftics• r.:: ,rk: -.3`4: ': 101 :.�'' r3r -7,1::.•.•:4:1..t;.-- , j,1.,• L , .,> !1e. mapping,refer to the Cornmurlay For information on available products associated with this FIRM visit the Map :y[ ,,F�a ,h( • -� =:0 !.v • . r,; for community map revision history poor to countywide me •:j. t .<y . 'CJII Vans -rr:, d�._ :a • a..' ' e. Service Center (MSC) website at Mto:Nmsc.fema.Dov. Available products may : r` •;.;�. , 5' pf(� , .,,., t ., ;.�:. Y Map History table located:n the Eland Insurance Study report far this;urisdinfion include previously issued Letters of Map Change, a Flood Insurance Study Report, - ':� •%.9. • • • 'r• 0'1 . °__ _ • " - .....y4.1/4,4t0:-..c.•::.. : :••-9 9d - .• . 1S• a � � .. � 151.'•:4 .t - r < r ••-w••- X i. : To determine d flood IAsuran..e Isavafable m this dommuni conlacb your insurance agent "•,;' •R.,(a , " . fr w, J ... :'l` OK'c�`'#P! lc/ 6 Y 9 and/or digital versions of this ma Men of these iodates can be ordered or . 4•:• 9 P Y P •a:1.•. •• t r.:. . l. or the National Flood tnsuranx Program at L800•B386620. Obtained directly from the MSC website, ;:• ^; r -: ?:• ••• •t..1.tII 6aN a 4:' '•7•i. ��y, :r' •,,. .....:::.:?:.:.:41:...."?.... .-... f N rIy .t .. -•�,:':':':{'2,2''•2'.'2•'•22.2'2:'. . i you have questions about this ma how to order roducls, or the National •i�• .h:'1. _ o- } Y q p P .. .. :,. - � ..,� it .r >r . ,,. v S( 1 r2 �-,+i _a Flood Insurance Program In social. please call the FEMA Map Information r: ,p t�i,• � •,. .»,'. 9 9 :J h I r I: ,., 1:11:-:t .•V.1.. . .c .t: I • I.• r': r �. . ,. ., .. ;•l:•_:. a . : � �• .•22.2.2• r - . ..•2':•2•:•:•2.2• ` C �'�� k--)-:- exchange a FMIX ai 1-877-FEMA-MAP 1.877-336-2627 or visit the FEMA . , ,#1 �•, ,. • � : }}} r+e • yJ, _.�;,;:-•:r.1. <„; 9 (FAUX) ( ) t, r ..� ,.., +.:» :.1:1•i 4 MAP SCALE 1" = 500' y, e .1.a . .�•- .. •2222.•.. .•I Ct•• . l �. website at het .1 wlvw.fema. ovlbusiness7nfi � .•.` ' p p Y. 500 9 t do , • _so 0 0 pan - tilted-tick :i.t cre as' ( 1--r •1 h'• w FEET I . r f x: 8 x :• ti_ METERS L 1 0 0 300 a •r••. I, '' t sa L. ;': , a ;' o.^.An r 67 N -o•� ::: '1e.' .: f • :y M} _3 I•• y , r gi.D :::,,:•.:•22.•.22 •1 A EL'172 E I ' P N 6 > Y • • • • • • 11 11 •Y § 1 cltl clfllllt• �.•<:::2`::'t:•:;::'::;.•:•:•:222::::':2•:{.:•:{• f [.pin r Tnra ell' s co t I l)8l}ZGG ." Y' FIRM y.. Da: I FLOOD RATE MAP 00 ,o A n - i . r. ( . ' r WELD COUNTY, -t• o Ind? 1 q .• 'f 2.222•'`•: COLORADO •._.• :wry,•' •A: pit PI •'≥tRi, .r. • I AND INCORPORATED U1RPU TED AREAS •1.t r r1••1.t . err �' :,:...::�:�' ,? '�:�: , •�:;2;•2•'•2.2 'n l .., f r• •:t 1.r .5'. . . . . . .':. . . . . . .':. .•:. . . . . .•:. . . ..4r1•. 33-- I 4!• V t fl :�� ,.:1.r:,•.• .l. :.r PANEL 1728 OF 2250 f• N I. A County - Weld n `P, I 22. .'2•:':':•':•:•u Go i 11 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) r. - Unincorporated Arcas i�lilfs . ... 22.2.2•.. - p r 1 - - aso266 : • • ) _ T r u ,gin +2'•}2 _ • . a - I - <F V QC,1, c.O rjity, COMMUNITY NUMBER PANEL SUFFIX E. 1.,A :. :,.. . -'-- - -- _ ::� �1 ' =VANS.C I�OF Ca�7181 '17�. E .u . •_:' - 5-- ----- r 'Ft rte_« .• _ ,'L•j O(� _A 3ALLE,IUPdr OF GVI:18c. 174: E 'ia >Y' 4' a- �I " u Y.•=Ir•COI Noy CAMAR l7? F .rX: •l.195 i .1 I • • /SJ .t� ,y fiJ J 4 C i . . . . .. .. ._ . . . .� Its ., !�- // IODIDIsff C i 'I�I-,'I . : : _• •w '•'r:•Yiire:_�"?::• �•L�IiF l _ 'r, I � _ _! 'I u.. tom►_, _.....e......, r C ,, -• •�I" IS �. 1370000 FT )-11-14 GILI -e:• . _ „ Approximate _ Town of La Salle r�7j 080186 Weld County r •t 4 Notice to User: The Map Number shown below r x should be used when placing map orders; the Unincorporated Areas i < Y. � P rod e et Boundary I Community Number shown above should be 080266 5. ` _R } _ �� ' i 11.» used on insurance applications for the subject 1� �>C community. Hitch (Lt 40'20'37.5" rper_ri era- `t``_ 'j_ '_ JOINS PANEL 1730 40" 20'37.5" p-••- of^1FNF MAP NUMBER ) 104`45'00" 3210000 FT Weld County NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WITHIN RANGE 66 WEST. 32 5 04' 3 07.5" 1 .OGO FT �ir ° 08123C1726E 1tilt Unincorporated Areas EFFECTIVE DATE 080266 , r ino ss° JANUARY 20, 2016 i"�1 Pcder'al Emergency Management Agency 3210000 FT 3215000 FT 104 ° 45' 00" 104 ° 43' 00" 40 ° 22' 30" , . . , � ; ; '-'8 , _ I_ : � r-, : , <� " .�+ , , PHEASANTCT z � q -,�. ' � � � � �. �— � � � � w � � .- � ,. , . � o � � , s � , '. . . � f • S . � � ` PARK VIEW DR .- Q } �: � ._ ^ J �r'�, _ � � , • _ ' . � � � � � I � 4. � C � � ..� �. V /�� • � f ` � ..� �h@ - � � f �� M1i j �. r � �' IT3 �� f� F� `� y +F 1 ' .y . .. .. J v/ +�' :1� � N �• •. �. ` � . Y `. � 13$0000 FT ' +� ' � : : + - , ' ,�I+p' �`�,. RF� TA/� �'L �� p PTARMIGAN DR ��-� �T� �'"' � a� '�31 ` � " PORT ST � •} � , . ��"� �7� �, , ,, , �i[ , �,; � � , ;. - - vqy �, z _ , _ P '4�,` �� ' - � �� Y7 � . � `- - _ �: '� . - � J� . �' � �` �c 1 � y:�- �t i W W e ' = m'�1I � • � �'� ..� _ _ .. � `;� � .. -' -T ' �/ . . = O > 6.:1 . > ��.�. ,� . . ,. � I r . • y p � w a Q ya � ;+i,- � �'� �. - . _ �:s'' �� ° `� : � � " w ��`�r � v 4 Q � x W , � y ; QUAY ST � , � '. . . !� ♦ . . . . - - - ' 'T .�` +' K/ 1 � ❑ N �N a , � � m � y � ,� �? � DOVE LN � J � > Q � . � � � / BLUEGRASS G�� Q `� WHARF ST = _ � g �. � 4 CIR �-O ' '" � , 1 a � � .� shcro t Dr�ain� F � CANVASBACK , � - � � q . f _ ` �' � � � 11�` f ��'` �� -'�'" �� ` � � `y � • CT HAWK DR ' I� 7 � r,■ , * ' ti. � ' �:' Clty Of L' Va11S + �� ' � � Z � + � M„ �" ` ,: � � �' "'" %r , :;" , .F„ !fl fi, �' � ' �4'. a �� . �� aa6.9000m N Y'I � F °. r �� 080182 z � y� \ HAWK DR ' `�, : 4 - `� _ ; � � �.� �3 BLVD BRUSH z V �� y pRq' � WATER FRONT ST � � .r , � . , 35TH AVE \ SAG v� '# '� - _ R/�c �/Ew pR �'� �� r'��; $HENANDOAH ST � � �� EBRUgH e �� ' +�' , ; � � � ��' - - - - F Weld County � , � VO � �,�'- ' FOXTAIL LN � '" �� S�` J ` ' "- " - < BLUEBELLS DR 9 . � �' �� 9 Unincorporated Areas r:�. . ; , ,? �� ''-� '� � , ; � ' ,, �+ _ � R � � y s � , � . _ �� , PENNYROYAL ' =r�� O8OZC)C) .. � , � , � ' ,� +� . �, �� LN --.� � '-�� 26 a � � :�' � ,� . � .�,'� �� 25 �uPiNe �N � ; �, • �v_ , :a, �� ' � � �� . � y � _ . O � � �- �+�,�, � � � G a � �'� fi � �� \ - ._ � City of Evans o : I CORONADO S� �Q � Q � YARROW , ; OgO1g2 BUTTERCUP LN = m m . � U � ,'�� • t� � �-;. � :� CIR ' ; �� J ? ACADIACT a � ' ` , �. � r A k PENNY; m � MAP AREA SHOW N ON � • f �1� � ` . � o ROYAL�. � z � � O� ��`> �' 4h THIS PANEL IS LOCATED �% '� '` 1 1 '� ��► . +` , . = LN �d : r �a ' , - , • � �`� ` �p '' �c�� WITHIN TOWNSHIP 5 �`� � • ' �� . �� ANTELOPE WAY � ,,�; l �:� t�L� � � '4� �y �^ '' � M; 'J� � � a -� = , � � �. ,. � \� . NORTH , RANGE 66 WEST �` 6 '� �'� , � �. f� � �• ' � , � 4�, � t ; : GRAND ��. ,�, �,.". AND TOWNSHIP 4 '� . � - ` � �, : - �" - HEATHER LN "' � � ',. : �;� � TETON RD � ,� . �� , ` NORTH , RANGE 66 WEST. �' � � � -� r ,! �M �� L . a r� "O , � T ? °T r � � � Y _ ,� „ p ,. � ' � f W '��- `�,, , � � � - � 69p � � . '�' I4.�',. � O . , 4 ' . ��t� . � y� � � p� SHOOTING STAR WAY F— O L Y M P I C D R � �� C� a Z O N E A E ' � a _ � �y ' . . F � °�'�� .p�' L� � p �r�O ` O � ' t � '�� ° � `i �� , � : r +'' �r .Y • : � � � _ �O � �`i +�N � . �- � M� � . ��a.. � y ' ��` ., y I �• V � ' Y �~�� 4 z � qti � 1 We l d Count � '� � - '� 'h � °� ' `°� Unincor orated Areas Weld County �. �. � \ � GRAND � Y�,� T �. ; '� ;� �� '�,� �� 80266 Unincorporated Areas �' � ` ^ Evnns To,vs� D��l :� � _ � , ' * �,� ,� TETON RD "��M ;� .;W�, 4 � -fi " � , { ' c OgOZC)G �, ,�� { . � � � , - = � � � e�' ,< . - „ � � � ��'r� . _ ' -x� `�y ' . '� , �°� a . i:� i'� � �. f�� :i � , ,� , . .. � . 7 t YOSEMITE DR i��' _�,� �' � ZION DR� BRYCE CANYON DR � � r � i Q Q � , , � �� .� � ` T ! � � , ` s � � ; ,-' � '' , . _ � '� . ' EVEREST PL � C 4681 . 3 ' ' ''` � `� �Q� o a ,_ , .z. -. � �� GLACIER DR � . � , � � HILL N PARK DR� � � � �� t -y ' -� ' ` I � ,� ,qE� �� B 46'I9 �' ° \ I 49rH .ST �tr Weld County � � Unincorporated Areas ' �'s1Z` �"fr I � � 080266 + � D��,ti� � , ��_ � • �6�2 y P � � � + � 4468000m N Weld County Ev�ns Toti��f� �ir�� - � • � �; Unincorporated Areas �� ,� � ' �� ZONE AE 080266 cDi ';, 5Q�N S�R�� RO � I_: � � � . � .' �1 W ;� ` ' ., �trW .. . 1375000 FT � � �� .� .. �- _ -, . ,a s � � � � �"{�� 9m � . r��.�`_ . l'�� "r _ . .Q' . .. '� � � s � ' �� . �� . .� ='� '. - s� . . �a. . �,�r . + f� .w � Y � ti� � . i-': . �� . 4� �� ,+t� `„ �� 1 - �� .� . � i� M -�'� `, � �� ' . �. � '� ` ' . � fyr � r r Y . Y� � . �`' � • Y �_ _ '�- - -Y--�� •« ,"� � `�' ' .�, 4 ."i , r - � t " � .��-�` . �' � �.�y�tt '' � � ' r r�,f� .. � /'/ ' r � � �� .,' �II �. , �� .�f � `'�..a, � . , � • , y� I� �� { � �, �r � ` .. ` f� - i , ./� { ,��. �,� `�Ar �1,.' �.r� ` �' '� . t.�.R�1�. . . . ,�}': � � /�� ` �y. + � .t � � � �� . � P.. /� � p , '� . � . �. � � , . � �3 . _� J . �" .¢�. " • a . a� �� _ ` . . Fti, � > �. � .,� ;�, , � ,� ,�. v City of Evans �*� ` t -� � .� . � ;.�r / , .� J1 . � , , ro ��.�� , / ' � �i , �. i 1 T �r:� � OVO1V� �1. � ' .� �, ' '� � "3 i��i I.JY�� L��{� G� L LL,�jll�� L�/ �•.0�i' "� . �, e � ` . � ry. trP . r . ..� . I ��'�.�' � �� ` � '�� . . � , y : _� � �,�`.,+��•,' 35 �,.,.� . � 36 �4' �` . Suuth Platt�� Rri�tyr_�n,o..=— -'r '� � +� �^ �`'�—� ✓ � .d�r � y :� w �� - - � .. � .� = •� f`�� i, . `^ � � m �,��j�;t �i .f� ' � ! ' � yi�- i . �'` � , . ^' ' ' .r � . � � � - _ .. �G_ _ ' �� \ '� �lL:�� ?' "' s � ' Weld County ' � �" �� Unincorporated Areas ' �� 080266 ZONE AE �`'� ,� ,��, . , ,< � _r` ::? � � . � - � �**,� �� . , , , � � ` �ilk,_ . ;d. � _ ` P`x i, ` � x + + 394 3� _'� aa67000m N � � � � �� ,�, o . ��, �. ;s �. .+` � �� , , a . ,,. � - - , C1� �f �O(l��rl`o:' ! ' ��lf('�1 Weld County Evans 394 Unincorporated Areas 080182 Weld County 080266 Unincorpora 'ted Areas �'� Approximate 080266 Project Boundary ZONE AE - - - - - T. 5 N . T. 4 N . T. 5 N . - - Town of T. 4 N . La Salle 50 080186 33.25 , � �<-' � # � r R,• 1370000 FT "� ti . DOVE `� HILL RD 2 1 w INDEPEN- � Weld County DANT �'°`��'��'' �'�`'�' Unincorporated �v� W UNION Areas AVE 080266 + 3g aa66000m N 394 Unlo�2 DZICh 40 ° 20' 37" _ 40 ° 20' 37" 104 ° 43' 00" 104 ° 45' 00" � � s23000m E � � s22000m E � 'N .� FLOOD HAZARD INFORMATION NOTES TO USERS SCALE For information and questions about this Flood Insurance Rate Map (FIRM ) , available products associated with ,� NATIONAL FLOOD INSURANCE PROGRAM SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT this FIRM , including historic versions, the current map date for each FIRM panel , how to order products, or the Map Projection : National Flood Insurance Program (NFIP ) in general, please call the FEMA Mapping and Insurance eXchange at Universal Transverse Mercator ( UTM ) Zone 13N ; North American Datum 1983; � THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING 1 -877-FEMA-MAP ( 1 -877-336-2627 ) or visit the FEMA Flood Map Service Center website at ' Western Hemisphere; Vertical Datum : NAVD 88 � DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMATAT https://msc.fema.gov. Available products may include previously issued Letters of Map Change, a Flood '� Insurance Study Report, and/or digital versions of this map. Many of these products can be ordered or obtained '�! WELD COUNTY COLORADO HTTPS :// MSC . FEMA . GOV d '�e�t'yf�°mtne "'ebs'te. 1 inch = 500 feet 1 : 6 000 ,� ' � ��cA��Fti , � and Incorporated Areas � �� .. o Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as well as ... � � aboverrent FIRM Index. These may be ordered directly from the Flood Map Service Center at the number listed � �J� � � , � � � 2 , � � � � PANEL 17Z 6 OF ZZ5O �f�'" ^�� Without Base Flood Elevation (BF� feet � �dJ�� /'� , v. .s� �y �i '�t'� NU StiG��, With BFE or Depth �O118 A �, AQ, A ;-r, V�, RR For community and countywide map dates refer to the Flood Insurance Study Report for thisjurisdiction. rpeterS � SPECIAL FLOOD � To determine if flood insurance is available in this community, contact your Insurance agent or call the National 0 125 25 � 5� 0 , ;;� a�';uF� � �� Regulatory Floodway Flood Insurance Program at 1 -800-638-6620. �F �- °�; � HAZARD AREAS ` � � 3 � o Base map information shown on this FIRM was derived from the National Flood Hazard Layer (NFHL) , dated PAN E L LOCATO R r; � �' - , � . 2 /o Annual Chance Flood Hazard , Areas 2016 and digital data provided by Weld County GIS Department, dated 2018 and Ortholmagery derived from the ry.•�,�:` � : � - �� National A nculture Ima e Pro ram NAIP , dated 2017. ' � '�}�`� ' �' �� ~�`= "�'� of 1 % annual chance flood with average g g ry g � � � C0MMUNITY NUMBER PANEL SUFFIX depth less than one foot orwith drainage � WELD COUNTY 080266 1726 F areas of less than one square mile zon� x � EVANS, CITY OF 080182 1726 F ' �` n� - Future Conditions 1 % Annual 1540* � LASALLE, TOWN OF 080186 1726 F ,, "� �`� WELD COUNTY �" � `��, � �` Chance Flood Hazard zone x � ��=� Area with Reduced Flood Risk due to Levee ° LL � �`�� ° ` `` �� See Notes. ZoneX — OTHER AREAS OF _ �,� � FLOOD HAZARD �-��.��' :, Area with Flood Risk due to Levee zone � � � . _ NO SCREEN Area of Minimal Flood Hazard zone x � PRELIMINARY OTH ER AREAS "� � Area of Undetermined Flood Hazard zone � � 9/ 1 ']/2 � 2 � - - ----------- Channel , Culvert, or Storm Sewer 1707 • 1727 � � GENERAL �� STRUCTURES � � � � � � � � � � � � � � � � � � � � � � � � Levee , Dike , or Floodwall . �� ' �� P�� 3$ E 18'2 Cross Sections with 1 % Annual Chance . . _. _ _ .; _. _ r a.,,, , 17.5 Water Surface Elevation , .:: . ' � � � - - - - - Coastal Transect : p � � � � � 4 � , - - - - - Coastal Transect Baseline �.,, _ �_� - - Profile Baseline VERSI0N NUMBER Hydrographic Feature 2 . 6 . 4 . 6 1709 1730 MAP NUMBER ^^^^�� 513 ^^^� Base Flood Elevation Line (BFE) 08123C1726F OTHER Limit of Study � FEATURES Jurisdiction Boundary * PANEL NOT PRINTED MAP REVISED LEGEND 4- + + ++ I + + -(p+ + V +� + + + �' + - - -1- . _ o+_ oc' EX. INDEX CONTOUR ` • 7 + + EX. 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MINIMUIM 1 ' FREEBOARD BETWEEN 2 WATER SURFACE ELEVATION DRIP EDGE OF PANEL AND WSE \\ N <—\<\\\<\\/N \!\\\<\\!N \ \\!\\\<\\!\ \ V.�� '\\\!,„\\!\ \ \-<;\\<;\<\ \!..., \ \,/:\\\!\ \ \ \\\<\\<\ \<\\:.,\\!., \\ c \\!,,,\ \A 111MrlvyoOd TYPICAL TRACKER PANEL PROFILE VIEWS TRK01 NOTE: 1 . DIMENSIONS MAY VARY BASED ON INVERTER AND ELECTRICAL EQUIPMENT SELECTED. nELECTRICAL EQUIPMENT STRING INVERTER o Ni - �. FINAL FINISHED 1 ' MIN . GRADE FREEBOARD WATER \.--175f 1 ' MIN . SURFACE FREEBOARD ELEVATION WATER SURFACE .. �� i // ` V ELEVATION �/ GRADE \\/ \/\ \\ \\ \\/\\/\/\\; . /�// // //V/i�/,/ // //�//> 4//A///. A A 7 // i /i /A A /A TYPICAL STRING INVERTER TYPICAL EQUIPMENT PAD yadyappd TYPICAL INVERTER AND EQUIPMENT PAD PROFILE VIEWS I NVO 1 NOTES: - SOLAR EQUIPMENT TO RETAIN 1 ' OF FREEBOARD FROM THE WSE - NO HABITABLE STRUCTURES PROPOSED ON SITE E m Ui W La O U J LL I-- ?NI C7 !Y1 0 O 4— S2 Y w 6 C V d 0 in N. N m M O O Westwood USS South Platte Solar Flood Plain Map Weld County, CO DATE: 04/04/2023 SHEET: 2 of 2 Diana Aungst From: Luke Gildemeister < luke.gildemeister@us - solar. com > Sent: Tuesday, August 1 , 2023 11 :45 AM To: Diana Aungst Subject: Re: Wetland - US Solar USR23 -0027 - Burkgren - South Platte Attachments: South Platte - USACE Concurrence Letter Package. pdf; 2022 -09-01 _SouthPlate_UpdatedDelineationReport. pdf Caution : This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe . Hi Diana, I hope all is well with you . We have an Approved Jurisdictional Determination ( AJD) stating that all features on the site ( except for Godfrey Ditch ) are not Waters of the U . S . and therefore do not require a permit for the discharge of dredged or fill material . The site plan shows the wetlands as desktop-delineated, however our team field -delineated the entire site . The wetlands and streams shown on the USR plan correlate with what we field -delineated . I ' ve attached the AJD from USACE as well as the Wetland Delineation Report for reference . I am by no means a wetland expert, but if there are any further questions, I ' d be happy to facilitate a quick, casual virtual meeting with our wetland scientists . Sincerely, Luke On Tue, Aug 1, 2023 at 10 : 33 AM Diana Aungst <daungst@weld .gov> wrote : Hi Luke : The USR map shows solar panels being placed in the wetland . A Nationwide Permit is required from the Army Corps of Engineers ( USACE ) for any disturbance of a wetland . Provide a detailed analysis of the wetland boundary not a "desktop delineated wetland " and the permit from the USACE stating that they approved the placement of solar panels in the wetland . 1 LA , lb KM V .tL K 'KUM U Pil P 0H EX . OVERHEAD POWERLINE cch=c„:3. .., EX . DES < IOPDELINEAJEJWEILA \ D . . . _ _ PROPOSED GAS FAI LIT ACCESS ROAD B , P`i. , , ,. . . , r a"a; Arr-w& A r i- A r I I 1 T% 5 fl L F r"i, T 1 iv- nr r = - - - - _ _ _ -- _ II - _ - -_ a - • : a — M -: - - - - - _ _ lei _ _ - _ 7 -2 7 IIIry - - = - = - _ - - - _ - _- - - d = - - _ _ - I _ _ _ _ I - - - _ = _ = = _ = - - _ _ = _ = - E = - - - " E E - = = - ,,,�I�,� L _�� G „ C 4662 Lit _ i� 1,111,i �. -Smi+L — t C r —f s et iz�—� W rc '� - rte... 1 c r . i Ifni v� i i-l� i "_ is"' -1 i ' �` as r ice . .. a iii .c s .��Saf i i � i s �ZIA Jam• �� -5 . ,--_----=e, . .__irs�_ _ _t_i i _� _11_11_45_ _�' i_ 6363 Thanks , Diana Aungst AICP, CFM Planner III Our new address: Weld County Department of Planning Services 1402 N. 17th Avenue, PO Box 758, Greeley, Colorado 80632 D: 970-400-3524 O: 970-400-6100 Fax:970-304-6498 daungst@weld.gov www. weld. gov I u t - --- I - 4 ,-Y - CC I Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged , confidential or otherwise protected from disclosure . If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication . Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited . Luke Gildemeister - Project Developer 2 United States Solar Corporation 100 N 6th St, Suite 410B , Minneapolis , MN 55403 o : 612-230-0172 m : 763-381 -2275 luke .gildemeister@us-solar. com us-solar.com The information contained in this message is privileged and confidential, and is intended only for the use of the individual named above and others who have been specifically authorized to receive it. If you are not the intended recipient, you are hereby notified that any dissemination, distribution , or copying of this communication is strictly prohibited . If you have received this communication in error, or if any problems occur with transmission, please contact sender. 3 • � DEPARTMENT OF THE ARMY cn CORPS OF ENGINEERS , OMAHA DISTRICT w l -9-3-z), A � � DENVER REGULATORY OFFICE, 9307 SOUTH WADSWORTH BOULEVARD-" II!!;:" �' LITTLETON , COLORADO 80128-6901 Y ', Sr • 7F S Ut ,fit December 20 , 2022 RE : Approved Jurisdictional Determination , USS South Platte Solar, Corps File No . NWO -2022 -01095-DEN Mr . Robert Cress Westwood Professional Services 12701 Whitewater Drive , Suite 300 Minnetonka , MN 55343 Dear Mr. Cress : This letter is in reference to the property located at approximately 40 . 349835 ° N , - 104 . 723774 °W , in Weld County , Colorado . The submittal dated October 26 , 2022 , consists of a request for an Approved Jurisdictional Determination for the above project . The project area has been reviewed in accordance with Section 404 of the Clean Water Act under which the U . S . Army Corps of Engineers regulates the discharge of dredged and fill material , and any excavation activity associated with a dredge and fill project in waters of the United States . Based on a review of available documentation , we have determined that the project site contains both Water of the United States and a non -jurisdictional aquatic resource . We have determined that the Godfrey Ditch (WC-01 , WC-01 a ) is a Water of the United States . A Department of the Army ( DA) permit is required for the discharge of dredged or fill material , and any excavation activity associated with a dredge and fill project into this resource under Section 404 of the Clean Water Act . In addition , aquatic resource Wetland WB -01 , Watercourse WC-02 , WC-03 , WC-04 , WC-05 and WC-06 is not a water of the United States , and a DA permit is not required for the discharge of dredged or fill material into this aquatic resource . The JD is attached to this letter . If you are not in agreement with the JD decision , you may request an administrative appeal under regulation 33 CFR 331 , by using the attached Appeal Form and Administrative Appeal Process form . The request for appeal must be received within 60 days from the date of this letter. It is not necessary to submit a Request for Appeal if you do not object to the JD . This JD is valid for a period of five years from the date of this letter, unless new information warrants revisions of the JDs before the expiration date , or unless the Corps has identified , after a possible public notice and comment , that specific geographic areas with rapidly changing environmental conditions merit re-verification on a more frequent basis . 2 If there are any questions , please feel free to contact David Liccione at (720 ) 922- 3841 or by e-mail at David . J . Liccione@usace . army. mil and reference Corps File No . NWO -2022 -01095-DEN . Sincerely, IP P.:7 Kiel Downing Chief, Denver Regulatory Office Enclosures : Approved Jurisdictional Determination Form ( December 20 , 2022 ) Notice of Administrative Appeal Options Jai APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook. SECTION I: BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD) : December 20, 2022 B. DISTRICT OFFICE, FILE NAME, AND NUMBER:Omaha District, Denver Regulatory Office, Approved Jurisdictional Determination NWO-2022-01095-DEN C. PROJECT LOCATION AND BACKGROUND INFORMATION: State:CO County/parish/borough: Weld City: La Salle Center coordinates of site (lat/long in degree decimal format): Lat. 40.349835° N, Long. -104.723774° W Universal Transverse Mercator: 523457.82 E, 4466623 .27 N, Zone 13 T Name of nearest waterbody: South Platte River Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: South Platte River Name of watershed or Hydrologic Unit Code (HUC): Middle South Platte - Cherry Creek 10190003 ►1 Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request. ■ Check if other sites (e.g. , offsite mitigation sites, disposal sites, etc . . .) are associated with this action and are recorded on a different JD form. D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): .1 Office (Desk) Determination. Date: December 20, 2022 ■ Field Determination. Date(s): SECTION II: SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There Are no "navigable waters of the U.S. " within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area. [Required] ■ Waters subject to the ebb and flow of the tide. ■ Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce. Explain: B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There Are "waters of the U.S. " within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required] 1. Waters of the U.S. a. Indicate presence of waters of U.S. in review area (check all that apply): I ■ TNWs, including territorial seas ■ Wetlands adjacent to TNWs Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs • Non-RPWs that flow directly or indirectly into TNWs ■ Wetlands directly abutting RPWs that flow directly or indirectly into TNWs ■ Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs ■ Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs ■ Impoundments of jurisdictional waters ■ Isolated (interstate or intrastate) waters, including isolated wetlands b. Identify (estimate) size of waters of the U.S. in the review area: Non-wetland waters: Godfrey Ditch linear feet: 3 ,000 width (ft) and/or acres. Wetlands: acres. c. Limits (boundaries) of jurisdiction based on: 1987 Delineation Manual Elevation of established OHWM (if known) : 2. Non-regulated waters/wetlands (check if applicable) :3 11 Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional. Explain: Reference is made to the November 13, 1986 Federal Register (Page 41217), Part 328 (a and b). The Corps of Engineers generally does not consider these types of aquatic resources waters of the U.S. except on a case-by-case basis. In this case, wetland WB-01 is an artificially irrigated area, which would revert to upland if the irrigation ceased. Watercourse WC-02, WC-03, WC-04, WC-05, and WC-06 are non-tidal drainage and irrigation ditches excavated on Boxes checked below shall be supported by completing the appropriate sections in Section III below. 2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally" (e.g., typically 3 months). 3 Supporting documentation is presented in Section III.F. dry land. WC-2, WC-4, and WC-5 exhibit relatively permanent flow, however, this flow dissipates in uplands in agricultural fields and does not contribute flow to a water of the U.S. SECTION HI: CWA ANALYSIS A. TNWs AND WETLANDS ADJACENT TO TNWs The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2 and Section III.D.1.; otherwise, see Section HI.B below. 1. TNW Identify TNW: Summarize rationale supporting determination: 2. Wetland adjacent to TNW Summarize rationale supporting conclusion that wetland is "adjacent": B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY): This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps determine whether or not the standards for jurisdiction established under Rapanos have been met. The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3 months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round (perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow, skip to Section Ill.D.4. A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and EPA regions will include in the record any available information that documents the existence of a significant nexus between a relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even though a significant nexus finding is not required as a matter of law. If the waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for the tributary, Section III.B.2 for any onsite wetlands, and Section IH.B.3 for all wetlands adjacent to that tributary, both onsite and offsite. The determination whether a significant nexus exists is determined in Section HI.C below. 1. Characteristics of non-TNWs that flow directly or indirectly into TNW (i) General Area Conditions: Watershed size: 3500 square miles Drainage area: 6970 square miles Average annual rainfall: 20.33 inches Average annual snowfall: 40.2 inches (ii) Physical Characteristics: (a) Relationship with TNW: ■ Tributary flows directly into TNW. /1 Tributary flows through 2 tributaries before entering TNW. Project waters are 1 (or less) river miles from TNW. Project waters are 1 (or less) river miles from RPW. Project waters are 1 (or less) aerial (straight) miles from TNW. Project waters are 1 (or less) aerial (straight) miles from RPW. Project waters cross or serve as state boundaries. Explain: N/A Identify flow route to TNW5 : Water is diverted from the South Platte River into the Godfrey Ditch. The Godfrey Ditch runs through the study area, converges with the Lower Latham Drain, and returns flows back to the South Platte. 4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid West. 5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW. Tributary stream order, if known: (b) General Tributary Characteristics (check all that apply): Tributary is: ■ Natural /1 Artificial (man-made). Explain: Godfrey Ditch ■ Manipulated (man-altered). Explain: Tributary properties with respect to top of bank (estimate): Average width: 6 feet Average depth: 2 feet Average side slopes: 2 : 1 Primary tributary substrate composition (check all that apply) : ■ Silts /1 Sands ■ Concrete ■ Cobbles Gravel ■ Muck ■ Bedrock ■ Vegetation. Type/% cover: ■ Other. Explain: Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: Stable Presence of run/riffle/pool complexes. Explain: N/A Tributary geometry: Relatively straight Tributary gradient (approximate average slope): 2 % (c) Flow: Tributary provides for: Seasonal flow Estimate average number of flow events in review area/year: 2-5 Describe flow regime: The Godfrey Irrigation Ditch decree is 56 cubic feet per second (CFS) with seasonal flows. Other information on duration and volume: Water runs April through October/November. Surface flow is: Confined. Characteristics: Subsurface flow: Unknown. Explain findings: ■ Dye (or other) test performed: Tributary has (check all that apply) : /1 Bed and banks /1 OHWM6 (check all indicators that apply): ■ clear, natural line impressed on the bank ■ the presence of litter and debris ■ changes in the character of soil ■ destruction of terrestrial vegetation ■ shelving ■ the presence of wrack line ■ vegetation matted down, bent, or absent ■ sediment sorting ■ leaf litter disturbed or washed away ■ scour ■ sediment deposition ■ multiple observed or predicted flow events ■ water staining ■ abrupt change in plant community ■ other (list) : ■ Discontinuous OHWM.7 Explain: If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply): ■ High Tide Line indicated by: ■ Mean High Water Mark indicated by: ■ oil or scum line along shore objects ■ survey to available datum; ■ fine shell or debris deposits (foreshore) ■ physical markings; ■ physical markings/characteristics ■ vegetation lines/changes in vegetation types. ■ tidal gauges ■ other (list): (iii) Chemical Characteristics: Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.). Explain: Water is for agricultural use and is discolored. Identify specific pollutants, if known: 6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break. 'Ibid. (iv) Biological Characteristics. Channel supports (check all that apply) : ■ Riparian corridor. Characteristics (type, average width) : ■ Wetland fringe. Characteristics: ■ Habitat for: ■ Federally Listed species. Explain findings: • Fish/spawn areas. Explain findings: ■ Other environmentally-sensitive species. Explain findings: ■ Aquatic/wildlife diversity. Explain findings: 2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW (i) Physical Characteristics: (a) General Wetland Characteristics: Properties: Wetland size: acres Wetland type. Explain: Wetland quality. Explain: Project wetlands cross or serve as state boundaries. Explain: (b) General Flow Relationship with Non-TNW: Flow is: Pick List. Explain: Surface flow is: Pick List Characteristics: Subsurface flow: Pick List. Explain findings: ■ Dye (or other) test performed: (c) Wetland Adjacency Determination with Non-TNW: • Directly abutting ■ Not directly abutting ■ Discrete wetland hydrologic connection. Explain: ■ Ecological connection. Explain: ■ Separated by beim/barrier. Explain: (d) Proximity (Relationship) to TNW Project wetlands are Pick List river miles from TNW. Project waters are Pick List aerial (straight) miles from TNW. Flow is from: Pick List. Estimate approximate location of wetland as within the Pick List floodplain. (ii) Chemical Characteristics: Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed characteristics; etc.). Explain: Identify specific pollutants, if known: (iii) Biological Characteristics. Wetland supports (check all that apply): ■ Riparian buffer. Characteristics (type, average width): ■ Vegetation type/percent cover. Explain: ■ Habitat for: ■ Federally Listed species. Explain findings: ■ Fish/spawn areas. Explain findings: ■ Other environmentally-sensitive species. Explain findings: ■ Aquatic/wildlife diversity. Explain findings: 3. Characteristics of all wetlands adjacent to the tributary (if any) All wetland(s) being considered in the cumulative analysis: Pick List Approximately ( ) acres in total are being considered in the cumulative analysis. For each wetland, specify the following: Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres) Summarize overall biological, chemical and physical functions being performed: C. SIGNIFICANT NEXUS DETERMINATION A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW. Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or outside of a floodplain is not solely determinative of significant nexus. Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and discussed in the Instructional Guidebook. Factors to consider include, for example: • Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW? • Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW? • Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that support downstream foodwebs? • Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or biological integrity of the TNW? Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented below: 1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D: 2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section LID: 3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section LID: D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY) : 1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area: ■ TNWs: linear feet width (ft), Or, acres. ■ Wetlands adjacent to TNWs: acres. 2. RPWs that flow directly or indirectly into TNWs. ■ Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that tributary is perennial: O Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g. , typically three months each year) are jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows seasonally: The Godfrey Irrigation Ditch decree is 56 cubic feet per second (CFS) and runs April through October/November. If no sugar beets are planted, the water ceases in September. Provide estimates for jurisdictional waters in the review area (check all that apply) : 11 Tributary waters: Godfrey Irrigation Ditch linear feet 3,000 width (ft). ■ Other non-wetland waters: acres. Identify type(s) of waters: Godfrey Irrigation Ditch is an RPW 3. Non-RPWs8 that flow directly or indirectly into TNWs. ■ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C. Provide estimates for jurisdictional waters within the review area (check all that apply): ■ Tributary waters: linear feet width (ft). ■ Other non-wetland waters: acres. Identify type(s) of waters: 4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs. ■ Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands. ■ Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: ■ Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: Provide acreage estimates for jurisdictional wetlands in the review area: acres. 5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs. ■ Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this conclusion is provided at Section III.C. Provide acreage estimates for jurisdictional wetlands in the review area: acres. 6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs. ■ Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this conclusion is provided at Section III.C. Provide estimates for jurisdictional wetlands in the review area: acres. 7. Impoundments of jurisdictional waters.9 As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional. ■ Demonstrate that impoundment was created from "waters of the U.S.," or ■ Demonstrate that water meets the criteria for one of the categories presented above ( 1 -6), or ■ Demonstrate that water is isolated with a nexus to commerce (see E below). E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE, DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY): 10 ■ which are or could be used by interstate or foreign travelers for recreational or other purposes. ■ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce. ■ which are or could be used for industrial purposes by industries in interstate commerce. ■ Interstate isolated waters. Explain: ■ Other factors. Explain: Identify water body and summarize rationale supporting determination: 8See Footnote # 3 . 9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook. 1° Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos. Provide estimates for jurisdictional waters in the review area (check all that apply) : ■ Tributary waters: linear feet width (ft). ■ Other non-wetland waters: acres. Identify type(s) of waters: ■ Wetlands: acres. F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY): ►1 If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/or appropriate Regional Supplements. ■ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce. ■ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the "Migratory Bird Rule" (MBR). ■ Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain: ■ Other: (explain, if not covered above) : Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR factors (i.e. , presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional judgment (check all that apply) : ■ Non-wetland waters (i.e., rivers, streams) : linear feet width (ft). ■ Lakes/ponds: acres. ■ Other non-wetland waters: acres. List type of aquatic resource: ■ Wetlands: acres. Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction (check all that apply): ■ Non-wetland waters (i.e. , rivers, streams) : linear feet, width (ft). ■ Lakes/ponds: acres. ■ Other non-wetland waters: acres. List type of aquatic resource: ■ Wetlands: acres. SECTION IV: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked and requested, appropriately reference sources below): /1 Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:USS South Platte Solar Project Wetland Delineation Report dated, October 26, 2022. /1 Data sheets prepared/submitted by or on behalf of the applicant/consultant. ►1 Office concurs with data sheets/delineation report. ■ Office does not concur with data sheets/delineation report. ■ Data sheets prepared by the Corps: ■ Corps navigable waters' study: C U.S. Geological Survey Hydrologic Atlas: ►1 USGS NHD data. ■ USGS 8 and 12 digit HL C maps. ■ U.S. Geological Survey map(s). Cite scale & quad name: ■ USDA Natural Resources Conservation Service Soil Survey. Citation: ■ National wetlands inventory map(s). Cite name: ■ State/Local wetland inventory map(s): ■ FEMA/F1RM maps: ■ 100-year Floodplain Elevation is: (Datum : ) �1 Photographs: ►1 Aerial (Name & Date) :Google Earth Imagery 6/2021 or ■ Other (Name & Date): ■ Previous determination(s). File no. and date of response letter: ■ Applicable/supporting case law: ■ Applicable/supporting scientific literature: �I Other information (please specify):Dec 2, 2008 Revised Rapanos-Carabell Guidance B. ADDITIONAL COMMENTS TO SUPPORT JD: NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Robert Cress File Number: NWO-2022-01095-DEN Date: December 20, 2022 Attached is : See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL C X APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found in Corps regulations at 33 CFR Part 331 , or at http ://www.usace .army.mil/Missions/CivilWorks/RegulatoryProgramandPernits/FederalRegulation. aspx A : INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B : PROFFERED PERMIT : You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C : PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D : APPROVED JURISDICTIONAL DETERMINATION : You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This foam must be received by the division engineer within 60 days of the date of this notice. E : PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS : (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION : If you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may process you may contact: also contact: US Army Corps of Engineers, Denver Regulatory Office US Army Corps of Engineers, Northwestern Division Attn: Kiel Downing Attn: Melinda Larsen, Regulatory Appeals Review Officer 9307 S. Wadsworth Blvd 1201 NE Lloyd Blvd Ste 400 Littleton, CO 80128 Telephone (303) 979-4120 Portland, OR 97232-1257 Telephone (503) 808-3888 Melinda.M.Larsen@usace.army.mil RIGHT OF ENTRY : Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date : Telephone number: Signature of appellant or agent. 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343 Westwood Main (952) 937-5150 Fax (952) 937-5822 westwoodps.com (888) 937-5150 MEMORANDUM Date : September 1 , 2022 Re: Wetland Delineation Report Update to USS South Platte Solar File 0036275 .00 To : David Liccione, USAGE Omaha Regulatory District Project Manager Cc : Reed Richerson, USS South Platte LLC From: Robert Cress Please find enclosed an updated Wetland Delineation Report for the USS South Platte Solar Project located in Weld County, Colorado . With this submittal, the Applicant is requesting written concurrence that the additional extent of jurisdictional wetlands and waters within the updated Delineation Area have been accurately identified. The Applicant also requests an Approved Jurisdictional Determination for the additional delineated features identified in the Delineation Area. Please contact me at (763 )-228- 1098 with any questions . Multi-Disciplined Surveying & Engineering TBPLS Firm No. 10074302 westwoodps.com WETLAND DELINEATION REPORT USSSuli Solar Weld County , Colorado UPDATED SEPTEMBER 1, 2022 PREPARED FOR: PREPARED BY: US Solar DG Development LLC Westwood ioo N 6th St., Suite 410B Minneapolis, MN 55403 Westwood Wetland Delineation Report USS South Platte Solar Project Weld County, Colorado Prepared For: Prepared By: US Solar DG Development LLC Westwood Professional Services 10o N 6th St. , Suite 410B 12701 Whitewater Drive, Suite 300 Minneapolis, MN 55403 Minnetonka, MN 55343 (612) 260-2230 (952) 937-5150 Project Number: 0036275 . 00 Date : September 1, 2022 Multi-Disciplined Surveying & Engineering TBPLS Firm No. 10074302 westwoodpsecom Wetland Delineation Report I USS South Platte Solar Project Updated September 1, 2022 Table of Contents i. o Purpose 1 2 . 0 Site Location and Description 1 3 . o Wetland Determination Methodology 1 3. 1 Mapping 1 3.2 Field Work 1 4.0 Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 4. 1 Mapping 2 4.2 Antecedent Precipitation 2 4.3 Field Work 4 5 . o Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 6 . o Literature Cited 5 7. o Certification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Tables Table 4. 1 : Soil Summary Table 2 Figures Figure 4. 2. 1 : Antecedent Precipitation Tool V1 . 0 Graph — June Visit Error! Bookmark not defined. Figure 4. 2. 2: Antecedent Precipitation Tool V1 . 0 Graph — August Visit Error! Bookmark not defined. Exhibits Exhibit 1 : Project Location and USGS Topography Exhibit 2 : Water Resources Exhibit 3 : Soils Exhibit 4 : Delineated Features Appendices Appendix A: Wetland Delineation Data Forms Appendix B : Wetland Delineation Photographs Appendix C : Watercourse Delineation Photographs and Data Forms Westwood Wetland Delineation Report I USS South Platte Solar Project Updated September 1, 2022 1 . 0 Purpose This report and the attached exhibits and appendices constitute an update to the Wetland Delineation Report for the proposed USS South Platte Solar (Project) . The Project consists of portions of two parcels comprised of approximately 54 acres of land (Delineation Area) . This report provides the required documentation for wetland boundary determinations in conformance with the United States Army Corps of Engineers (USAGE) Wetlands Delineation Manual (Environmental Laboratory, Waterways Experiment Station, 1987) and the Regional Supplement to the USACE Wetland Delineation Manual : Great Plains Region (U.S . Army Corps of Engineers, 2010) . 2 . 0 Site Location and Description The Subject Parcels (PIN # 095936000013 and 095936000014) are located in Section 36, TEN, R66W, Weld County, Colorado (Exhibit 1) . County road 394 is located along the northern border of the Delineation Area . Godfrey Ditch is flows west to east across the center of the Delineation Area. The Delineation Area consists of row crop agriculture (corn) with lesser areas of herbaceous grasslands. Elevations of the Delineation Area range from 4,666 feet to 4,662 feet above mean sea level, gradually increasing toward the southwest boundary. Surrounding land use consists of agriculture and residential development. 3 . 0 Wetland Determination Methodology 3 . 1 Mapping Westwood reviewed the National Wetlands Inventory (NWI) mapping and the National Hydrography Dataset (NHD) (Exhibit 2) . Westwood also reviewed the Natural Resource Conservation Service (NRCS) Soil Survey Geographic database (SSURG02) for Weld County (Exhibit 3) . Elevation mapping was completed using contour data from the United States Geological Survey (USGS) United States Elevation Data (Exhibit 2) . 3 . 2 Field Work The field delineation was conducted on June 15, 2022 , and August 17, 2022 , by a wetland delineator from Westwood using a level two routine determination method set forth in the USACE Wetlands Delineation Manual and the supplemental methods set forth in the Regional Supplement to the USACE Wetland Delineation Manual : Great Plains Region. Data forms from the delineation are included in Appendix A and photographs from the delineation are included in Appendix B . Wetlands, if present, were classified according to Wetlands of the United States (U.S . Fish and Wildlife Service Circular 39 ; Shaw and Fredine ; 1971) and Wetlands and Deepwater Habitats of the United States (FWS/ OBS Publication 79/31; Cowardin et. al. 1979) . Common and scientific names for vegetation identified in this report and on the attached data forms generally correspond with the nomenclature used in the 2020 National Wetland Plant List (USAGE 2021) . Wetland boundaries were located using a Trimble GPS unit capable of sub -meter accuracy. Drainages within the Delineation Area were considered non-wetland Waters of the U.S . (WOTUS) , as they may not exhibit all parameters required for wetlands (i.e. , predominance of hydrophytes, hydric soils, and jurisdictional hydrology) . Accordingly, their boundaries were delineated in the field by documenting their Ordinary High-Water Marks (OHWMs) (Appendix 1 I TBPLS Firm #10074302 Wetland Delineation Report I USS South Platte Solar Project Updated September 1, 2022 C) as determined according to the USACE Regulatory Guidance Letter No . 05 -05 (U. S . Army Corps of Engineers 2005) . USACE regulations set forth at 33 CFR 328 .3 (e) defines the OHWM for purposes of Clean Water Act (CWA) lateral jurisdiction. The term OHWM means that line on the shore established by the fluctuations of water and indicated by physical characteristics including the following: • Natural line impressed on the bank • Shelving • Changes in the character of soil • Destruction of terrestrial vegetation • Presence of litter and debris • Wracking • Vegetation matted down, bent, or absent • Sediment sorting • Leaf litter disturbed or washed away • Scour • Deposition • Multiple flow events • Bed and banks • Water staining • Change in plant community 4 . 0 Results 4. 1 Mapping NWT data mapped one wetland classified as riverine within the Delineation Area (Exhibit 2) . NHD data mapped one flowline which corresponds to the Godfrey Ditch, within the Delineation Area (Exhibit 2) . No NHD water bodies are mapped. FEMA data indicates the majority of the site is mapped within the 100-year floodplain (Exhibit 2) . The NRCS SSURGO2 for Weld County indicates that the soils listed in Table 4 . 1 are mapped within the Subject Parcel (Exhibit 3) . Based on the NRCS Web Soil Survey Hydric Rating, the one soil unit within the Delineation Area is classified as predominately hydric that makes up the entirety of the site. Table 4. 1 : Soil Summary Table Map Map Unit Name2 Ratin 2 Percent Symbol ' g Hydric Soil ' 3 Aquolls and Aquents, gravelly substratum Predominantly Hydric 85 1 - Soils determined using GIS geospatial query clipping the NRCS Soil Survey Geographic (SSURGO2) spatial data by Project boundaries. 2 — As indicated in the SSURGO2 database. 3 — As indicated in the SSURGO2 database. Where percentages are small (e.g ., < 15 %) the hydric soil is likely an inclusion that is not recognized in the map unit name . The absence of a value does not necessarily indicate the absence of hydric soils, but that the relative percentages of included minor soils have not been determined . 4. 2 Antecedent Precipitation Antecedent precipitation data was evaluated for the 90 days prior to the site visits using the Antecedent Precipitation Tool (APT) developed by the USACE. Results from these data indicate antecedent precipitation was normal prior to June and August field reviews . Figures 4 .2 . 1 and 4 . 2 . 2 constitutes the APT Tool results used to determine antecedent precipitation for 90 days prior to the June and August delineation dates . 2 I TBPLS Firm #10074302 Wetland Delineation Report I USS South Platte Solar Project Updated September 1, 2022 Figure 4.2. 1 — Antecedent Precipitation Tool V1.0 Graph — June Visit _ 01 Antecedent Precipitation vs Normal Range based on NOAA' s Daily Global Historical Climatology Network — Daily Total 3.5 — 30-Day Rolling Total • 30-Year Normal Range 3.0 - (n▪ `•5 1:1) i ii tJ C 2.0 - ''' 2022-06-14 It, ,022- -15 l' C 1.5 '� -\ 1 AC SI `1 2022-014-15 1.0 - I , ..- I FALL\ 0.5 • LI - \ IJ r - � 0.0 .11- - n. �- n111 r- -� - •-1n , n -� - , Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep or_r 2021 2021 2022 2022 2022 2022 2022 2022 2022 2022 2022 2022 Coordinates 40.350442, -104.721867 ' 30 Days Ending 30th %Ile (In) 70'11 %Ile (in) Observed (in) Wetness Condition Condition Value Month Weight Product Observation Date 2022-06-14 2022-06-14 1.398032 3.041732 1.606299 Normal 3 b Elevation (it) 4663•,78 2022-05-15 1.048032 2.933858 1.401575 Nor nl 7 2 1 1 Drought Index (PDSI) t ( _,�_' __ or 2022-04-15 0.736614 1.291732 ' 0.862205 NW ______ 2 1 2 WebWIMP H2O Balance Ott Sefiltiii. III Result I Normal Conditions - 12 Weather Station Name Coordinates Elevation (ft) Distance (m1) Elevation A Weighted A Days Normal Days Antecedent GREELEY UNC 40.4022, -104.6992 / 4714.895 3.77 ' 51.115 1.889 11263 76 Figure and tables made bythe GREELEY 3.5 ESE 40,4, -104.6836 4671.916 0.835 42.979 0.412 14 0 csor� GREELEY 2.3 SE 40.3985, -104.7132 4835.958 0.78 121.063 0.445 9 0 Arttetedent Precipitation Tool GREELEY 1.7 ESE 40.4121, -104.714 4769.029 1.036 54.1340.522 J2 14 Version 1.t7 GREELEY 1.5 ESE 40.4113, 104.719 4773.95 1.217 59.055 0.62 22 0 44\ d • GREELEY 1 SW 40.3945, -104.7198I 4810.04 1.207 95.145 0.658 1 0 GREELEY 1.8 N 40,4285, 404.7024 4671.916 1.1125 42.979 0.9 12 0 EVANS 0.8 WSW 40.3738, -104.7068 4687.992 2.003 26.903 0.955 1 0 GREELEY 1.1 ENE 40.4297, -104.7256 4694.882 2.353 20.013 1.106 1 0 f Written by Jason Deters GREELEY 2.8 ESE 40.41, -104.658 4659.121 2.234 _ 55.774 1.13 3 0 U.S. Army Corps of Engineers FT COLLINS n E 40.5756, -105.0236 4919.906 20.836 205,053 13,549 5 0 Figure 4.2.2 — Antecedent Precipitation Tool V1.0 Graph — August Visit Antecedent Precipitation vs Normal Range based on NDAAts Daily Global Historical Climatology Network — Dalty Total 5 — 30-Day Rolling Total 30-Year Normal Range 3.0 - 2.5 V) a) V C 2.0 - v Q 4- .1 2022-08-17 r,L__ 1 .5 _ /1 J -06-1s le 03 CC t\ \ fejt 1.0 - rkh Vir 0 -1 1 2 0 i _ vLi-J os - 0.0n r'A .. hit 1 rt n it_ D .11 %St, 11 1 Fill _A . .Il 1 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2022 2022 2022 2022 2022 2022 2022 2022 2022 2022 2022 2022 Coordinates 40.350867, -104.723008 30 Days Ending 30t'' %Ile (In) 70," %ile (In) Observed (in) Wetness Condition Condition Value Month Weight Product Observation Date 2022-08-17 2022-08-17 0.645276 1.855118 1.393/01 Normal 2 3 6 Elevation (ft) 44663.84 2022-07-18 0.629528 1.486189 0.53937 Dry 1 2 ' 2 Drought Index (PDSI) _ Extreme drought (2022-07) 2022-06-18 1.220079 3.065748 1.653543 Normal 2 1 2 Web WIMP H2O Balance _ Pry Season Result I Normal Conditions - 10 Weather Station Name Coordinates Elevation (ft) Distance (mi) Elevation A Weighted A Days Normal Days Antecedent GREELEY UNC ' 40.4022, •104.6992 4714.895 3.762 51.055 1.885 11263 80 Figure and tables made by the GREELEY 33 ESE 40.4,. -104.6836 4671.916 0.835 42.979 0.412 14 ' 0 . Antecedent'Precipitatlon Tool GREELEY 2.3 SE 40.3985, -104.7132 4835.958 0.78 ' 121.063 0.445 ' 9 0 • GREELEY 1.7 ESE 40.4121, -104,714 4769.029 1.036 54.134 0,522 22 10 Version 1.0 GREELEY 1.5 ESE 40.4113, -104.719 4773.95 1.217 59.055 0.62 Ri 22. ' 0 r GREELEY 1 SW 40.3945, -104.7198 4810.04 1.207 95.145 0.658 1 - 0 GREELEY 1.8 N 40.4285, -1043024 4671.916 1.825 42:979 0,9 12-- 0 • EVANS 0.8 WSW 40.3738, 104.7060 4687.992 2.003 26.903 0.955 I 1 ' 6 •. GREELEY 1..1 ENE 40.4297, •104.7255 4694.882 2.353 20.013 1.106 1 0 . . Written by Jason Deters G_ _REELEY 2.8 ESE 40.41, -104.658 4659.121 2.234 55.774 1.13 3 0 - ' U.S. ,Army Corps of Engineers FT COLLINS 4 E 40.5756, -105.0236 4919.948 20.836 205.053 13.649 5 0 3 I TBPLS Firm #10074302 Wetland Delineation Report I USS South Platte Solar Project Updated September 1, 2022 4. 3 Field Work On June 15, 2022 , Westwood reviewed the southern portion of the site and delineated one wetland and two man-made ditches . On August 17, 2022, Westwood reviewed the northern portion of the site and determined no areas exhibited indicators of wetland hydrology, wetland plant communities or hydric soils . As such, no areas were delineated as wetland within the Delineation Area. Five man-made ditches were delineated. A summary of the water feature characteristics is noted below depicted in Exhibit 4 . Data forms documenting wetland and upland characteristics are in Appendix A and photos of delineated features and sample locations are in Appendix B . Several suspect wetland areas identified from the offsite review of mapping resources and aerial photography were also sampled in the field (Appendix A and B) . Wetlands Wetland WS-01 (1 .35 acres) is a Type 1, PEM1Af, seasonally flooded basin, vegetated with a mix of obligate and facultative wet rush and sedge species . Despite standing stubble, the area showed a lack of recent regular plowing or harvest. The boundary was based on a topographic break and the increase of upland vegetation outside of standing water and lower topography. Watercourses All watercourses delineated are manmade irrigation ditches with removable dams to control the flow of water. WC-oi (0 .43 acres and 1,814 linear feet) corresponds to Godfrey Ditch and is a permanent feature. WC-oia (0 . 08 acres and 284 linear feet) and WC-O5 (0 . 09 acres and 1,336 linear feet) are permanent un-named irrigation ditches that run parallel to county road 394 . In some areas they are completely vegetated (but lack hydric soils) . WC-o2 (0 . 02 acres and 153 linear feet) , WC-O3 (0 . 01 acres and 118 linear feet) , and WC-O4 (0 . 10 acres and 1,421 linear feet) are all temporarily dug irrigation ditches located within the actively plowed and planted agricultural fields, directly adjacent to the crops . They are all approximately three feet wide by 1 foot deep and are only present during the growing season. The boundaries were chosen by following the OHWM (Ordinary High-Water Mark) which consists of the top of the bank of both ditches . Photographs documenting the characteristics of the ditches are included in Appendix C. Other Areas NWB-o1 to NVVB-04 are sample points taken in suspect wetland areas across the site. Based on field observations, these areas lacked all three parameters of wetland vegetation, hydric soil and wetland hydrology and were determined not to be wetland. Data forms from these areas area located in Appendix A. 5 . 0 Conclusions Westwood determined there is one wetland totaling 1.35 acres and seven manmade ditches totaling 0 .72 acres (5, 127 linear feet) within the Delineation Area for the USS South Platte Solar Project. On behalf of US Solar DG Development LLC, Westwood requests that the USACE review and process this report and provide written concurrence that the extent of jurisdictional waters 4 I TBPLS Firm #10074302 Wetland Delineation Report I USS South Platte Solar Project Updated September 1, 2022 have been accurately identified within the Project Boundary of the USS South Platte Solar Project . 6 . 0 Literature Cited Cowardin, L. M. , V. M . Carter , F. C. Golet , and E .T. LaRoe . 1979 . Classification of Wetlands and Deepwater Habitats of the United States . U. S . Fish and Wildlife Service, Biological Services Program , Washington, DC, USA. FWS/OBS -79/31 . 103pp. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y- 87-1 , U. S . Army Engineer Waterways Experiment Station, Vicksburg, MS . Shaw, S . P. and C. G. Fredine. 1971. Wetlands of the United States . U. S . Fish and Wildlife Circular 39 . U. S . Department of the Interior, Washington, D . C. 67 pp . U. S . Army Corps of Engineers. 2022 .Antecedent Precipitation Tool V1 . o . Joseph L. Gutenson and Jason C. Deters . https : //erdc- library. erdc.dren. mil/jspui/bitstream/ 11681/43160/3/ERDC -TN% 2oWRAP - 22 - 1 .pdf U. S . Army Corps of Engineers. 2021 . 2020 Update of National Wetland Plant List (NWPL) https : //cwbi- app .sec.usace . army. mil/nwpi static/data/ DOC/lists 2020/National/National 2 o20v1.pdf U. S . Army Corps of Engineers. 2010 . Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Great Plains Region, ed. J. S. Wakeley, R.W. Lichvar, and C.V. Noble. ERDC/EL TR- 10 - 16. Vicksburg, MS : U. S. Army Engineer Research and Development Center. United States Department of Agriculture, Natural Resources Conservation Service, 2018 . Field Indicators of Hydric Soils in the United States , Version 8 . 2. G.W. Hurt, and J . F. Berkowitz (eds .) . USDA NRCS , in cooperation with the National Technical Committee for Hydric Soils. 5 I TBPLS Firm #10074302 Wetland Delineation Report I USS South Platte Solar Project Updated September 1, 2022 7 . 0 Certification I certify that, to the best of my knowledge and belief, the wetland determination completed for this Site is consistent with current wetland determination practices and guidelines . I have the specific qualifications, education, training, and experience to complete wetland delineations and determinations in accordance with federal and state requirements . Sincerely, Westwood Professional Services, Inc. A1141 avititoe,t.,esee' Ethan Muller Nathan Connon Wildlife Biologist Environmental Scientist 6 I TBPLS Firm #10074302 Exhibits USS South Platte Solar Weld County, Colorado © 2022 Westwood Professional Services, Inc. yy l Iran- Wyoming Nebraska Pawn I Project IVatiol N . Grassl r H Larimer Weld County County Fort Collins -,, - - 1 _ .\ - - { _ T _ Evans ProjectI i ;Utah C„._,..j oloradoL r-a. - Mor an ca - - C s County cr: _ — — ,- — f 1.. ngmont 76 ; 1 Boulder Q.� 4,, - 1F;r + - - - T - _ CountIv-lida� I Oklahoma �� Adams County o ' N New Mexico '� Texas a O _� _` •. � Arapahoe County _ 1 • c a iv cie. Gat . . 111 1:3 a w �� , ' I C ill g II M I r (O • M I N I O o I el in I lill • I II ab 7 AP co x I I o. Ncv • • . I I r1:3i ____ vto' I W dc G .....,. ..... .._ as d N to M G O cc M op O N N I fl ;EL__ co4€6e 1 - toI ;I1 N MW O ^ ' L L ,., L '' a 1'. ...sI t II 0 ti N O9) O or Rd t if N ' iiS dove 0- Data Source(s): Westwood (2022); ESRI WMS 2 Topographic & Streets Basemaps (Accessed Legend USS South Platte Solar S 2022); U.S. Census Bureau (2021 ); CDOT (2022). Wetland Delineation Area Weld County, Colorado cri a Municipal Boundary 3 _ _ _ Project Location cs Westwood fCountyBoundary 0 � Feet & USGSTopography o Toll Free (888) 937-5150 westwoodps.com 0 500 o Westwood Professional Services, Inc. Road c EXHIBIT 1 m © 2022 Westwood Professional Services, Inc. \---______________ \--"C;;. \-----._X \,S N N \ \\N„ .„.9 _ ,,,,„ c,..,vt.., N.,,,,,,,c-„,„ C--- Th_____ • .13 • ft I tL M t11 © \` c7 x q lM W N N I a X W C ca ti a I 0 I in r- N M 0 O tY M CO d N N N I 7- x W 7-1 at of ct tit I '-llim _ N co / --- ♦i} , Q , OC 4. w - ,,+- s ti ` �. Oral" \. N r SS \ \ \\\>C\\:\co ' 1 4 Lam- \ O es stela SS es. U o- Data Source(s): Westwood (2022); NAIP Imagery To o CDOT (2022). (2021 )); NHD(2022); NWI (2022); FEMA (2022); Legend U S S South P I atte So l a r O O Wetland NWI ai Delineation Wetlands N Weld County, Colorado a o Area 100-Year s TA 3 NHD Flood Zone Water Resources VVestvvoouFlowline Ini Feet o Toll Free (888) 937-5150 wectwoodps.com 0 300 o Westwood Professional Services, Inc. EXHIBIT 2 a co 2 © 2022 Westwood Professional Services, Inc. # r _ - v - - - - 'rsRlb 41 O• .... • I . a 111 - - - . - - - r• • S' - = • 4 I • 1 t • �:Y:.. .• , yw - gar 10 ,...- -- 00 twirdillilli It ^ 9aa 39. ur `' ' GO,;.-- VI • opallatior o g J M 0- M N O r M co x a ttl M 00 O N N NI x w c as f ll al v 0I in N to M G O cc r M co N c., I .x� CO Y, W CI .14 oto f N- • cv CO . . , , Li 2 - , . �al ii'0 Map Unit Map Unit Name Hydric Percent Hydric I Symbol Classification Classification (\I ' M 3 Aquolls and Aquents, Predominantly 85 o 0 in gravelly substratum Hydric a_ Data Source(s): Westwood (2022); NAIP Imagery TO (2021); NRCS Web Soil Survey (Accessed Legend USS South Platte Solar o 2022); CDOT (2022). Wetland Weld County, Colorado a Delineation Area o o 11 3 Soil Unit Boundary iIWestwood s E Predominantly Feet o TdlFree (888) 937-5150 westwoodps.com 0 300 o Westwood Professional Services, Inc. Hydric m EXHIBIT 3 © 2022 Westwood Professional Services, Inc. th„.z,./....j irogrok _ 41 r • ' ,. \l,�'t _ ��...- ,_�....J{ r �...Ep ' y . °• --W r< /}O •a t , c �1�1i • "2 ,� v0 Cpl.'''. C:21 ? et• de"° e �. / /' ` � _ , y.� Si .� r Y I ` A e . �- a _ 0 e c s� re '� aP y lb' " Q f C^ fJ� 0C—,.... .. 471 . 4 #.. .77 n. a Gf��- `tam. ii 7. <. ti / . kAre \__,---.,.7..- ' ° GibO I s ;✓ 'IRE; a ' 44 ki s Q a ° err � WC-05 - w • -- � ,� .-Lc.--/... .,b. '". -z � � a , , , il 9 2 672 Feet, �!JG�' 4 � lj '�. � J k n ° . 4 0 09 Acres �� ■^ Z n e ' lf: J7ji Y tit k 1 • e _ • ), • . ,.. 4a, 7 .4.).S4.2-4,-5----,,,,,(ti 11 � i, rY;� .CST- ' d }-,,� •/ _•----,.-'l l7 D ° ^) ,I I.fi O t"`o, a r 1 .I i s 4 b d e . ,f 3� � e D r - CJ • 7----, yam. p t L` b St-fi, /� ' r._: } O a o• (►jQ N O tl 4 1yd-----1 � P % a,...._ _�t tl J 1 • i o __,... (i . rrv) , O (it,11,0VAN569 Feet, o a 0.08 Acresr s �a .�, ° , \ ‘ 0 - 4 a 16 is\ 4 ' 6 act() O C�J D_.--,' ' a[` r ,r'' rt} o O - aQ QOw o L J ' • 4'1 / o oq Oo ` y'- `� �- ,5 tl WC- 13 'WC-O3I WC-04 - o o n ° a h - I -- ��y �r 11 , , 2843 Feet, a°' o l - 237 Feet• , �� ° d 0.09 Acres ter; t�;�� 0.01 Acres _ 6 t �oa 1:3 • O v I , c� d 0 __._1'---.J 1 d I rid a �,i s4 2: dY a �'05.14:43 e71: Cir.j 'lit 1 a - � 664`- �46 ° a 1 r - � �_ t WC-02 - 307 ` tt v fl ) f Jb. _ I • ♦' I '.--+�± . `� • ° ,/��z'� -a%�%" .ka n o�!" I. .`a' '. - L • .i :I Feet, C. f cr _�.r^-�r"� 1. r. II ei © � ; Q. , , 7""%l' ` _ ' -� - - NW - - 11 d WC-01 - ', 0.02 Acres r N • .r s_CO � o - � ,-- ,,v r 3629 Feet, )- 0 x o O c �' 0.43 Acres 4 ;, '. t� 2f`° a4n I .cifre o O°- f� ! • a '' o, o ��' J , I • o Al + in ° o a v v Ca O ° Q V0 'S •A ° (l It 01 Q ei ° a Q "a 411k ' �/ GVfa 0 oP o a NO a Q O . ° I e ° ° Q o o v •• 5.J ti .. . • • P° d • 6dj Ji". p <J ° 0 0 ° I.1 i a isoj acistr 04 O II‘O 14 0 44 fnl J r 0 - I Q a coo . Itr • . I -.. --: 1 .48 Acres -,� � �' q@ Nil. - I NW - - 1 CO • ®a sea:._ n r • /�/ ''� W,�;,� __att;�. fir.'- r. ,--,.----.— e, r� cy k ; o ` S b IIYQ �(, hl i'c' : , . (ix:. • 4 •'f N s '\ f� e..• (` a, O` per, ril.73 CO fill!....---- j'� e / • ii ccc'^..fff 'e 117;1 i�it, 7„.. , ' L ,,,... y1'�+ C� • 1\ + a — .,.e.- • . ). 4C5 ) sue- : `!- . O : fir; /� r 'ft l • • "`•�..�_.. A ifeCL Data Source(s): Westwood (2022); NAIP Imagery Legend co (2021); NED 3DEP (Accessed 2022); CDOT USS South Platte Solar 2 (2022). Wetland _s_ Watercourse a Delineation Area Sample Point N Weld County, Colorado 70 0_ \ , Delineated Upland Sample Wetland PointA N Delineated Delineated O Wetland Sample Westwood A Watercourse Point I.,' Feet Features o Toll Free (888) 937-5150 vvestwoodps.com O Non-Wetland - - - 10 ft Contour0 300 O Westwood Professional Services, Inc. Sample Point co 1 ft Contour EXHIBIT 4 Appendix A Wetland Delineation Forms USS South Platte Solar Weld County, Colorado WETLAND DETERMINATION DATA FORM - Great Plains Region Project/Site: USS South Platte Solar City/County: Weld County Sampling Date : , 2022 - 08 -17 Applicant/Owner: USS State : Colorado Sampling Point: NWB- 04 Investigator(s): EMM Section, Township, Range: Section 36 , T5N , R66W Landform (hillslope, terrace, etc. ) : Terrace Local relief (concave, convex, none): Linear Slope (% ): 0 Subregion (LRR): H Lat: 40. 3508670 Long : -104 . 7230081 Datum: WGS 84 Soil Map Unit Name : Aquolls and Aquents, gravelly substratum NWI classification : N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks. ) Are Vegetation I , Soil ✓ , or Hydrology I significantly disturbed? Are "Normal Circumstances" present? Yes No ✓ Are Vegetation , Soil , or Hydrology naturally problematic? ( If needed , explain any answers in Remarks . ) SUMMARY OF FINDINGS - Attach site map showing sampling point locations , transects , important features , etc . Hydrophytic Vegetation Present? Yes No 1 Is the Sampled Area Hydric Soil Present? Yes No ✓ I within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks : Large rainstorm within past 24hrs has overflown ditch. Pooled water adjacent to ditch . Area is a small strip of upland in between 2 agricultural irrigation ditches and surrounded by cornfields. VEGETATION - Use scientific names of plants . Absolute Dominant Indicator Dominance Test worksheet : Tree Stratum ( Plot size : 30 ft r ) `)/0 Cover Species? Status Number of Dominant Species 1 . That Are OBL, FACW, or FAC 2 (excluding FAC-): 1 (A) 3 . Total Number of Dominant 4 . Species Across All Strata : 2 (B ) = Total Cover Percent of Dominant Species Sapling/Shrub Stratum ( Plot size: 15 ft r ) That Are OBL, FACW, or FAC: 50 (A/B) 1 . Prevalence Index worksheet : 2 . Total % Cover of: Multiply by: 3 . 4 OBL species 0 x 1 = 0 5 FACW species 0 x 2 = 0 FAC species 25 x 3 = 75 = Total Cover Herb Stratum (Plot size: 5 ft r ) FACU species 10 x 4 = 40 1 . Echinochloa crus -galli 25 I FAC UPL species 0 x 5 = 0 2 . Bassia scoparia 10 1 FACU Column Totals: 35 (A) 115 (B) 3 . = 3 . 29 Prevalence Index = B/A 4 . Hydrophytic Vegetation Indicators: 5 . 1 - Rapid Test for Hydrophytic Vegetation 6 . 2 - Dominance Test is >50% 7 . 3 - Prevalence Index is ≤3 .0' 8 . 4 - Morphological Adaptations' ( Provide supporting 9 . data in Remarks or on a separate sheet) 10. Problematic Hydrophytic Vegetation' (Explain ) 35 % = Total Cover Woody Vine Stratum (Plot size : 30 ft r ) 1lndicators of hydric soil and wetland hydrology must 1 be present, unless disturbed or problematic. 2 . Hydrophytic = Total Cover Vegetation I % Bare Ground in Herb Stratum 30. 0 Present? Yes No Remarks : US Army Corps of Engineers Great Plains — Version 2 .0 SOIL Sampling Point: NWB- 04 Profile Description : (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features 'inches) Color 'moist) % Color (moist) % Type' Loc2 Texture Remarks 0 - 20 10YR 3/2 100 Silty Clay Loam Dry and compact despite surface water. ' Type: C=Concentration , D= Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains . 2Location : PL=Pore Lining , M=Matrix. Hydric Soil Indicators : (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1 ) Sandy Gleyed Matrix (S4) 1 cm Muck (A9) (LRR I , J ) Histic Epipedon (A2) Sandy Redox (S5) Coast Prairie Redox (A16) (LRR F , G, H ) Black Histic (A3) Stripped Matrix (S6) Dark Surface (S7) (LRR G ) Hydrogen Sulfide (A4) Loamy Mucky Mineral (F1 ) High Plains Depressions (F16 ) Stratified Layers (A5) (LRR F ) Loamy Gleyed Matrix (F2) (LRR H outside of MLRA 72 & 73 ) 1 cm Muck (A9) (LRR F , G, H ) Depleted Matrix (F3) Reduced Vertic (F18) Depleted Below Dark Surface (A11 ) Redox Dark Surface (F6) Red Parent Material (TF2) Thick Dark Surface (Al2) Depleted Dark Surface (F7) Very Shallow Dark Surface (TF12) Sandy Mucky Mineral (S1 ) Redox Depressions (F8) Other (Explain in Remarks) 2 .5 cm Mucky Peat or Peat (S2) (LRR G, H ) High Plains Depressions (F16) 3Indicators of hydrophytic vegetation and 5 cm Mucky Peat or Peat (S3) (LRR F ) (MLRA 72 & 73 of LRR H ) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if present) : Type : Depth (inches): Hydric Soil Present? Yes No V Remarks : HYDROLOGY Wetland Hydrology Indicators : Primary Indicators (minimum of one required ; check all that apply) Secondary Indicators (minimum of two required) I Surface Water (A1 ) Salt Crust (B11 ) Surface Soil Cracks (B6) High Water Table (A2) Aquatic Invertebrates (B13) Sparsely Vegetated Concave Surface ( B8) Saturation (A3) Hydrogen Sulfide Odor (C1 ) Drainage Patterns (B10) Water Marks (B1 ) Dry-Season Water Table (C2) Oxidized Rhizospheres on Living Roots (C3) Sediment Deposits (B2) Oxidized Rhizospheres on Living Roots (C3) (where tilled ) Drift Deposits (B3) (where not tilled ) Crayfish Burrows (C8) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Saturation Visible on Aerial Imagery (C9) Iron Deposits (B5) Thin Muck Surface (C7) Geomorphic Position ( D2) Inundation Vis ble on Aerial Imagery (B7) Other (Explain in Remarks) FAC-Neutral Test (D5) Water-Stained Leaves (B9) Frost-Heave Hummocks (D7) (LRR F ) Field Observations : Surface Water Present? Yes ✓ No Depth ( inches): 2 Water Table Present? Yes No ✓ Depth ( inches): Saturation Present? Yes No ✓ Depth (inches): Wetland Hydrology Present? Yes ,/ No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks : Heavy precipitation event within last 24hrs US Army Corps of Engineers Great Plains — Version 2 .0 WETLAND DETERMINATION DATA FORM - Great Plains Region Project/Site: South Platte Solar City/County: Weld County Sampling Date : 2O22 - O6 -15 Applicant/Owner: United States Solar Corporation State : Colorado Sampling Point: WB- 01 wet Investigator(s): NC, EM Section, Township, Range: Landform (hillslope, terrace, etc. ) : Local relief (concave, convex, none): Slope (% ): Subregion (LRR): H 72 Lat: 40. 3486823 Long : -104 . 7255177 Datum: WGS 84 Soil Map Unit Name : Aquolls and Aquents, gravelly substratum NWI classification : NA Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks. ) Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No ✓ Are Vegetation , Soil , or Hydrology naturally problematic? ( If needed , explain any answers in Remarks . ) SUMMARY OF FINDINGS - Attach site map showing sampling point locations , transects , important features , etc . Hydrophytic Vegetation Present? Yes ✓ No Is the Sampled Area Hydric Soil Present? Yes ✓ No ✓ within a Wetland? Yes No Wetland Hydrology Present? Yes ✓ No Remarks : VEGETATION - Use scientific names of plants . Absolute Dominant Indicator Dominance Test worksheet : Tree Stratum ( Plot size : 30 ft r ) % Cover Species? Status Number of Dominant Species 1 . That Are OBL, FACW, or FAC 2 (excluding FAC-): 2 (A) 3 . Total Number of Dominant 4 . Species Across All Strata : 2 (B ) = Total Cover Percent of Dominant Species Sapling/Shrub Stratum ( Plot size: 15 ft r ) That Are OBL, FACW, or FAC: 100 (A/B) 1 . Prevalence Index worksheet : 2 . Total % Cover of: Multiply by: 3 . 4 . OBL species 40 x 1 = 40 5 . FACW species 20 x 2 = 40 FAC species 35 x 3 = 105 = Total Cover Herb Stratum (Plot size: 5 ft r ) FACU species 10 x 4 = 40 1 . Eleocharis palustris 40 1 OBL UPL species 0 x 5 = 0 2 . Rumex crispus 35 1 FAC Column Totals: 105 (A) 225 (B) 3 . Hordeum jubatum 20 FACW Cirsium arvense 10 FACU Prevalence Index = B/A = 2 .14 4 . Hydrophytic Vegetation Indicators: 5 . 1 - Rapid Test for Hydrophytic Vegetation 6 . 1 2 - Dominance Test is >50% 7 1 3 - Prevalence Index is ≤3 .01 8 . 4 - Morphological Adaptations' ( Provide supporting 9 . data in Remarks or on a separate sheet) 10. Problematic Hydrophytic Vegetation' (Explain ) 105 % = Total Cover Woody Vine Stratum (Plot size : 30 ft r ) 1lndicators of hydric soil and wetland hydrology must 1 be present, unless disturbed or problematic. 2 . Hydrophytic = Total Cover Vegetation % Bare Ground in Herb Stratum Present? Yes No Remarks : US Army Corps of Engineers Great Plains — Version 2 .0 SOIL Sampling Point: WB- 01 wet Profile Description : (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features 'inches) Color 'moist) % Color (moist) % Type' Loc2 Texture Remarks 0 - 12 10YR 2/1 100 Clay Loam 12 - 18 10YR 2/1 98 7 . 5YR 5/8 2 C M Clay Loam 18 - 24 10YR 2/1 95 7 . 5YR 5/8 5 C M Clay ' Type: C=Concentration , D= Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains . 2Location : PL=Pore Lining , M=Matrix. Hydric Soil Indicators : (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1 ) Sandy Gleyed Matrix (S4) 1 cm Muck (A9) (LRR I , J ) Histic Epipedon (A2) Sandy Redox (S5) Coast Prairie Redox (A16) (LRR F , G, H ) Black Histic (A3) Stripped Matrix (S6) Dark Surface (S7) (LRR G ) Hydrogen Sulfide (A4) Loamy Mucky Mineral (F1 ) High Plains Depressions (F16 ) Stratified Layers (A5) (LRR F ) Loamy Gleyed Matrix (F2) (LRR H outside of MLRA 72 & 73 ) 1 cm Muck (A9) (LRR F , G, H ) Depleted Matrix (F3) Reduced Vertic (F18) Depleted Below Dark Surface (A11 ) 1 Redox Dark Surface (F6) Red Parent Material (TF2) Thick Dark Surface (Al2) Depleted Dark Surface (F7) Very Shallow Dark Surface (TF12) Sandy Mucky Mineral (S1 ) Redox Depressions (F8) Other (Explain in Remarks) 2 .5 cm Mucky Peat or Peat (S2) (LRR G, H ) High Plains Depressions (F16) 3Indicators of hydrophytic vegetation and 5 cm Mucky Peat or Peat (S3) (LRR F ) (MLRA 72 & 73 of LRR H ) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if present) : Type : Depth (inches): Hydric Soil Present? Yes I No Remarks : HYDROLOGY Wetland Hydrology Indicators : Primary Indicators (minimum of one required ; check all that apply) Secondary Indicators (minimum of two required) Surface Water (A1 ) Salt Crust (B11 ) J Surface Soil Cracks (B6) High Water Table (A2) Aquatic Invertebrates (B13) Sparsely Vegetated Concave Surface ( B8) Saturation (A3) Hydrogen Sulfide Odor (C1 ) Drainage Patterns (B10) Water Marks (B1 ) Dry-Season Water Table (C2) Oxidized Rhizospheres on Living Roots (C3) Sediment Deposits (B2) Oxidized Rhizospheres on Living Roots (C3) (where tilled ) Drift Deposits (B3) (where not tilled ) Crayfish Burrows (C8) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Saturation Visible on Aerial Imagery (C9) Iron Deposits (B5) Thin Muck Surface (C7) 1 Geomorphic Position ( D2) Inundation Vis ble on Aerial Imagery (B7) Other (Explain in Remarks) ✓ FAC-Neutral Test (D5) Water-Stained Leaves (B9) Frost-Heave Hummocks (D7) (LRR F ) Field Observations : Surface Water Present? Yes No J Depth ( inches): Water Table Present? Yes No J Depth ( inches): Saturation Present? Yes No ✓ Depth (inches): Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks : US Army Corps of Engineers Great Plains — Version 2 .0 WETLAND DETERMINATION DATA FORM - Great Plains Region Project/Site: South Platte Solar City/County: Weld County Sampling Date : 2022 - 06 -15 Applicant/Owner: United States Solar Corporation State : Colorado Sampling Point: WB- 01 up Investigator(s): NC, EM Section, Township, Range: Landform (hillslope, terrace, etc. ) : Local relief (concave, convex, none): Slope (% ): Subregion (LRR): H 72 Lat: 40. 3488478 Long : -104 . 7253735 Datum: WGS 84 Soil Map Unit Name : Aquolls and Aquents, gravelly substratum NWI classification : NA Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks. ) Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? ( If needed , explain any answers in Remarks . ) SUMMARY OF FINDINGS - Attach site map showing sampling point locations , transects , important features , etc . Hydrophytic Vegetation Present? Yes No 1 Is the Sampled Area Hydric Soil Present? Yes No J within a Wetland? Yes No Wetland Hydrology Present? Yes No ✓ Remarks : VEGETATION - Use scientific names of plants . Absolute Dominant Indicator Dominance Test worksheet : Tree Stratum ( Plot size : 30 ft r ) % Cover Species? Status Number of Dominant Species 1 . That Are OBL, FACW, or FAC 2 (excluding FAC-): 0 (A) 3 . Total Number of Dominant 4 . Species Across All Strata : 1 (B ) = Total Cover Percent of Dominant Species Sapling/Shrub Stratum ( Plot size: 15 ft r ) That Are OBL, FACW, or FAC: 0 (A/B) 1 . Prevalence Index worksheet : 2 . Total % Cover of: Multiply by: 3 . 4 OBL species 0 x 1 = 0 5 FACW species 0 x 2 = 0 FAC species 0 x 3 = 0 = Total Cover Herb Stratum (Plot size: 5 ft r ) FACU species 100 x 4 = 400 1 . Cirsium arvense 100 I FACU UPL species 0 x 5 = 0 2 . Column Totals: 100 (A) 400 (B) 3 . Prevalence Index = B/A = 4 .0 4 . Hydrophytic Vegetation Indicators: 5 . 1 - Rapid Test for Hydrophytic Vegetation 6 . 2 - Dominance Test is >50% 7 . 3 - Prevalence Index is ≤3 .0' 8 . 4 - Morphological Adaptations' ( Provide supporting 9 . data in Remarks or on a separate sheet) 10. Problematic Hydrophytic Vegetation' (Explain ) 100 % = Total Cover Woody Vine Stratum (Plot size : 30 ft r ) 1lndicators of hydric soil and wetland hydrology must 1 be present, unless disturbed or problematic. 2 . Hydrophytic = Total Cover Vegetation % Bare Ground in Herb Stratum Present? Yes No Remarks : US Army Corps of Engineers Great Plains — Version 2 .0 SOIL Sampling Point: WB- 01 LIP Profile Description : (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features 'inches) Color 'moist) % Color (moist) % Type' Loc2 Texture Remarks 0 - 24 10YR 2/1 100 Sandy Clay Loam ' Type: C=Concentration , D= Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains . 2Location : PL=Pore Lining , M=Matrix. Hydric Soil Indicators : (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1 ) Sandy Gleyed Matrix (S4) 1 cm Muck (A9) (LRR I , J ) Histic Epipedon (A2) Sandy Redox (S5) Coast Prairie Redox (A16) (LRR F , G, H ) Black Histic (A3) Stripped Matrix (S6) Dark Surface (S7) (LRR G ) Hydrogen Sulfide (A4) Loamy Mucky Mineral (F1 ) High Plains Depressions (F16 ) Stratified Layers (A5) (LRR F ) Loamy Gleyed Matrix (F2) (LRR H outside of MLRA 72 & 73 ) 1 cm Muck (A9) (LRR F , G, H ) Depleted Matrix (F3) Reduced Vertic (F18) Depleted Below Dark Surface (A11 ) Redox Dark Surface (F6) Red Parent Material (TF2) Thick Dark Surface (Al2) Depleted Dark Surface (F7) Very Shallow Dark Surface (TF12) Sandy Mucky Mineral (S1 ) Redox Depressions (F8) Other (Explain in Remarks) 2 .5 cm Mucky Peat or Peat (S2) (LRR G, H ) High Plains Depressions (F16) 3Indicators of hydrophytic vegetation and 5 cm Mucky Peat or Peat (S3) (LRR F ) (MLRA 72 & 73 of LRR H ) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if present) : Type : Depth (inches): Hydric Soil Present? Yes No V Remarks : HYDROLOGY Wetland Hydrology Indicators : Primary Indicators (minimum of one required ; check all that apply) Secondary Indicators (minimum of two required) Surface Water (A1 ) Salt Crust (B11 ) Surface Soil Cracks (B6) High Water Table (A2) Aquatic Invertebrates (B13) Sparsely Vegetated Concave Surface ( B8) Saturation (A3) Hydrogen Sulfide Odor (C1 ) Drainage Patterns (B10) Water Marks (B1 ) Dry-Season Water Table (C2) Oxidized Rhizospheres on Living Roots (C3) Sediment Deposits (B2) Oxidized Rhizospheres on Living Roots (C3) (where tilled ) Drift Deposits (B3) (where not tilled ) Crayfish Burrows (C8) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Saturation Visible on Aerial Imagery (C9) Iron Deposits (B5) Thin Muck Surface (C7) Geomorphic Position ( D2) Inundation Vis ble on Aerial Imagery (B7) Other (Explain in Remarks) FAC-Neutral Test (D5) Water-Stained Leaves (B9) Frost-Heave Hummocks (D7) (LRR F ) Field Observations : Surface Water Present? Yes No J Depth ( inches): Water Table Present? Yes No J Depth ( inches): Saturation Present? Yes No ✓ Depth (inches): Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks : US Army Corps of Engineers Great Plains — Version 2 .0 WETLAND DETERMINATION DATA FORM - Great Plains Region Project/Site: South Platte Solar City/County: Weld County Sampling Date : 2022 - 06 -15 Applicant/Owner: United States Solar Corporation State : Colorado Sampling Point: NWB- 01 Investigator(s): NC, EM Section, Township, Range: Landform (hillslope, terrace, etc. ) : Terrace Local relief (concave, convex, none): Linear Slope (% ): 0 Subregion (LRR): H 72 Lat: 40. 3506296 Long : -104 . 7235048 Datum: WGS 84 Soil Map Unit Name : Aquolls and Aquents, gravelly substratum NWI classification : NA Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks. ) Are Vegetation I , Soil I , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes I No Are Vegetation , Soil , or Hydrology naturally problematic? ( If needed , explain any answers in Remarks . ) SUMMARY OF FINDINGS - Attach site map showing sampling point locations , transects , important features , etc . Hydrophytic Vegetation Present? Yes No 1 Is the Sampled Area Hydric Soil Present? Yes No J within a Wetland? Yes No Wetland Hydrology Present? Yes No ✓ Remarks : VEGETATION - Use scientific names of plants . Absolute Dominant Indicator Dominance Test worksheet : Tree Stratum ( Plot size : 30 ft r ) % Cover Species? Status Number of Dominant Species 1 . That Are OBL, FACW, or FAC 2 (excluding FAC-): 0 (A) 3 . Total Number of Dominant 4 . Species Across All Strata : 0 (B ) = Total Cover Percent of Dominant Species Sapling/Shrub Stratum ( Plot size: 15 ft r ) That Are OBL, FACW, or FAC: NaN (A/B) 1 . Prevalence Index worksheet : 2 . Total % Cover of: Multiply by: 3 . 4 OBL species 0 x 1 = 0 5 FACW species 0 x 2 = 0 FAC species 0 x 3 = 0 = Total Cover Herb Stratum (Plot size: 5 ft r ) FACU species 0 x 4 = 0 1 . Zea mays 100 ✓ UPL species 0 x 5 = 0 2 . Column Totals: 0 (A) 0 (B) 3 . Prevalence Index = B/A = nan 4 . Hydrophytic Vegetation Indicators: 5 . 1 - Rapid Test for Hydrophytic Vegetation 6 . 2 - Dominance Test is >50% 7 . 3 - Prevalence Index is ≤3 .0' 8 . 4 - Morphological Adaptations' ( Provide supporting 9 . data in Remarks or on a separate sheet) 10. Problematic Hydrophytic Vegetation' (Explain ) 100 % = Total Cover Woody Vine Stratum (Plot size : 30 ft r ) 1lndicators of hydric soil and wetland hydrology must 1 be present, unless disturbed or problematic. 2 . Hydrophytic = Total Cover Vegetation % Bare Ground in Herb Stratum Present? Yes No Remarks : US Army Corps of Engineers Great Plains — Version 2 .0 SOIL Sampling Point: NWB- 01 Profile Description : (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features 'inches) Color 'moist) % Color (moist) % Type' Loc2 Texture Remarks 0 - 12 10YR 5/2 100 Sandy Loam ' Type: C=Concentration , D= Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains . 2Location : PL=Pore Lining , M=Matrix. Hydric Soil Indicators : (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1 ) Sandy Gleyed Matrix (S4) 1 cm Muck (A9) (LRR I , J ) Histic Epipedon (A2) Sandy Redox (S5) Coast Prairie Redox (A16) (LRR F , G, H ) Black Histic (A3) Stripped Matrix (S6) Dark Surface (S7) (LRR G ) Hydrogen Sulfide (A4) Loamy Mucky Mineral (F1 ) High Plains Depressions (F16 ) Stratified Layers (A5) (LRR F ) Loamy Gleyed Matrix (F2) (LRR H outside of MLRA 72 & 73 ) 1 cm Muck (A9) (LRR F , G, H ) Depleted Matrix (F3) Reduced Vertic (F18) Depleted Below Dark Surface (A11 ) Redox Dark Surface (F6) Red Parent Material (TF2) Thick Dark Surface (Al2) Depleted Dark Surface (F7) Very Shallow Dark Surface (TF12) Sandy Mucky Mineral (S1 ) Redox Depressions (F8) Other (Explain in Remarks) 2 .5 cm Mucky Peat or Peat (S2) (LRR G, H ) High Plains Depressions (F16) 3Indicators of hydrophytic vegetation and 5 cm Mucky Peat or Peat (S3) (LRR F ) (MLRA 72 & 73 of LRR H ) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if present) : Type : Depth (inches): Hydric Soil Present? Yes No V Remarks : HYDROLOGY Wetland Hydrology Indicators : Primary Indicators (minimum of one required ; check all that apply) Secondary Indicators (minimum of two required) Surface Water (A1 ) Salt Crust (B11 ) Surface Soil Cracks (B6) High Water Table (A2) Aquatic Invertebrates (B13) Sparsely Vegetated Concave Surface ( B8) Saturation (A3) Hydrogen Sulfide Odor (C1 ) Drainage Patterns (B10) Water Marks (B1 ) Dry-Season Water Table (C2) Oxidized Rhizospheres on Living Roots (C3) Sediment Deposits (B2) Oxidized Rhizospheres on Living Roots (C3) (where tilled ) Drift Deposits (B3) (where not tilled ) Crayfish Burrows (C8) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Saturation Visible on Aerial Imagery (C9) Iron Deposits (B5) Thin Muck Surface (C7) Geomorphic Position ( D2) Inundation Vis ble on Aerial Imagery (B7) Other (Explain in Remarks) FAC-Neutral Test (D5) Water-Stained Leaves (B9) Frost-Heave Hummocks (D7) (LRR F ) Field Observations : Surface Water Present? Yes No J Depth ( inches): Water Table Present? Yes No J Depth ( inches): Saturation Present? Yes No ✓ Depth (inches): Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks : US Army Corps of Engineers Great Plains — Version 2 .0 WETLAND DETERMINATION DATA FORM - Great Plains Region Project/Site: South Platte Solar City/County: Weld County Sampling Date : 2022 - 06 -15 Applicant/Owner: United States Solar Corporation State : Colorado Sampling Point: NWB- 02 Investigator(s): NC, EM Section, Township, Range: Landform (hillslope, terrace, etc. ) : Terrace Local relief (concave, convex, none): Linear Slope (% ): 0 Subregion (LRR): H 72 Lat: 40. 3486215 Long : -104 . 7232476 Datum: WGS 84 Soil Map Unit Name : Aquolls and Aquents, gravelly substratum NWI classification : NA Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks. ) Are Vegetation I , Soil I , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes I No Are Vegetation , Soil , or Hydrology naturally problematic? ( If needed , explain any answers in Remarks . ) SUMMARY OF FINDINGS - Attach site map showing sampling point locations , transects , important features , etc . Hydrophytic Vegetation Present? Yes No 1 Is the Sampled Area Hydric Soil Present? Yes No J within a Wetland? Yes No Wetland Hydrology Present? Yes No ✓ Remarks : VEGETATION - Use scientific names of plants . Absolute Dominant Indicator Dominance Test worksheet : Tree Stratum ( Plot size : 30 ft r ) % Cover Species? Status Number of Dominant Species 1 . That Are OBL, FACW, or FAC 2 (excluding FAC-): 0 (A) 3 . Total Number of Dominant 4 . Species Across All Strata : 0 (B ) = Total Cover Percent of Dominant Species Sapling/Shrub Stratum ( Plot size: 15 ft r ) That Are OBL, FACW, or FAC: NaN (A/B) 1 . Prevalence Index worksheet : 2 . Total % Cover of: Multiply by: 3 . 4 OBL species 0 x 1 = 0 5 FACW species 0 x 2 = 0 FAC species 0 x 3 = 0 = Total Cover Herb Stratum (Plot size: 5 ft r ) FACU species 0 x 4 = 0 1 . Zea mays 100 ✓ UPL species 0 x 5 = 0 2 . Column Totals: 0 (A) 0 (B) 3 . Prevalence Index = B/A = nan 4 . Hydrophytic Vegetation Indicators: 5 . 1 - Rapid Test for Hydrophytic Vegetation 6 . 2 - Dominance Test is >50% 7 . 3 - Prevalence Index is ≤3 .0' 8 . 4 - Morphological Adaptations' ( Provide supporting 9 . data in Remarks or on a separate sheet) 10. Problematic Hydrophytic Vegetation' (Explain ) 100 % = Total Cover Woody Vine Stratum (Plot size : 30 ft r ) 1lndicators of hydric soil and wetland hydrology must 1 be present, unless disturbed or problematic. 2 . Hydrophytic = Total Cover Vegetation % Bare Ground in Herb Stratum Present? Yes No Remarks : US Army Corps of Engineers Great Plains — Version 2 .0 SOIL Sampling Point: NWB- 02 Profile Description : (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features 'inches) Color 'moist) % Color (moist) % Type' Loc2 Texture Remarks 0 - 12 10YR 5/2 100 Sandy Loam ' Type: C=Concentration , D= Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains . 2Location : PL=Pore Lining , M=Matrix. Hydric Soil Indicators : (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1 ) Sandy Gleyed Matrix (S4) 1 cm Muck (A9) (LRR I , J ) Histic Epipedon (A2) Sandy Redox (S5) Coast Prairie Redox (A16) (LRR F , G, H ) Black Histic (A3) Stripped Matrix (S6) Dark Surface (S7) (LRR G ) Hydrogen Sulfide (A4) Loamy Mucky Mineral (F1 ) High Plains Depressions (F16 ) Stratified Layers (A5) (LRR F ) Loamy Gleyed Matrix (F2) (LRR H outside of MLRA 72 & 73 ) 1 cm Muck (A9) (LRR F , G, H ) Depleted Matrix (F3) Reduced Vertic (F18) Depleted Below Dark Surface (A11 ) Redox Dark Surface (F6) Red Parent Material (TF2) Thick Dark Surface (Al2) Depleted Dark Surface (F7) Very Shallow Dark Surface (TF12) Sandy Mucky Mineral (S1 ) Redox Depressions (F8) Other (Explain in Remarks) 2 .5 cm Mucky Peat or Peat (S2) (LRR G, H ) High Plains Depressions (F16) 3Indicators of hydrophytic vegetation and 5 cm Mucky Peat or Peat (S3) (LRR F ) (MLRA 72 & 73 of LRR H ) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if present) : Type : Depth (inches): Hydric Soil Present? Yes No V Remarks : HYDROLOGY Wetland Hydrology Indicators : Primary Indicators (minimum of one required ; check all that apply) Secondary Indicators (minimum of two required) Surface Water (A1 ) Salt Crust (B11 ) Surface Soil Cracks (B6) High Water Table (A2) Aquatic Invertebrates (B13) Sparsely Vegetated Concave Surface ( B8) Saturation (A3) Hydrogen Sulfide Odor (C1 ) Drainage Patterns (B10) Water Marks (B1 ) Dry-Season Water Table (C2) Oxidized Rhizospheres on Living Roots (C3) Sediment Deposits (B2) Oxidized Rhizospheres on Living Roots (C3) (where tilled ) Drift Deposits (B3) (where not tilled ) Crayfish Burrows (C8) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Saturation Visible on Aerial Imagery (C9) Iron Deposits (B5) Thin Muck Surface (C7) Geomorphic Position ( D2) Inundation Vis ble on Aerial Imagery (B7) Other (Explain in Remarks) FAC-Neutral Test (D5) Water-Stained Leaves (B9) Frost-Heave Hummocks (D7) (LRR F ) Field Observations : Surface Water Present? Yes No J Depth ( inches): Water Table Present? Yes No J Depth ( inches): Saturation Present? Yes No ✓ Depth (inches): Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks : US Army Corps of Engineers Great Plains — Version 2 .0 WETLAND DETERMINATION DATA FORM - Great Plains Region Project/Site: South Platte Solar City/County: Weld County Sampling Date : 2022 - 06 -15 Applicant/Owner: United States Solar Corporation State : Colorado Sampling Point: NWB- 03 Investigator(s): NC, EM Section, Township, Range: Landform (hillslope, terrace, etc. ) : Terrace Local relief (concave, convex, none): Linear Slope (% ): 0 Subregion (LRR): H 72 Lat: 40. 3486043 Long : -104 . 7222182 Datum: WGS 84 Soil Map Unit Name : Aquolls and Aquents, gravelly substratum NWI classification : NA Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks. ) Are Vegetation I , Soil I , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes I No Are Vegetation , Soil , or Hydrology naturally problematic? ( If needed , explain any answers in Remarks . ) SUMMARY OF FINDINGS - Attach site map showing sampling point locations , transects , important features , etc . Hydrophytic Vegetation Present? Yes No 1 Is the Sampled Area Hydric Soil Present? Yes No J within a Wetland? Yes No Wetland Hydrology Present? Yes No ✓ Remarks : VEGETATION - Use scientific names of plants . Absolute Dominant Indicator Dominance Test worksheet : Tree Stratum ( Plot size : 30 ft r ) % Cover Species? Status Number of Dominant Species 1 . That Are OBL, FACW, or FAC 2 (excluding FAC-): 0 (A) 3 . Total Number of Dominant 4 . Species Across All Strata : 0 (B ) = Total Cover Percent of Dominant Species Sapling/Shrub Stratum ( Plot size: 15 ft r ) That Are OBL, FACW, or FAC: NaN (A/B) 1 . Prevalence Index worksheet : 2 . Total % Cover of: Multiply by: 3 . 4 OBL species 0 x 1 = 0 5 FACW species 0 x 2 = 0 FAC species 0 x 3 = 0 = Total Cover Herb Stratum (Plot size: 5 ft r ) FACU species 0 x 4 = 0 1 . Zea mays 100 ✓ UPL species 0 x 5 = 0 2 . Column Totals: 0 (A) 0 (B) 3 . Prevalence Index = B/A = nan 4 . Hydrophytic Vegetation Indicators: 5 . 1 - Rapid Test for Hydrophytic Vegetation 6 . 2 - Dominance Test is >50% 7 . 3 - Prevalence Index is ≤3 .0' 8 . 4 - Morphological Adaptations' ( Provide supporting 9 . data in Remarks or on a separate sheet) 10. Problematic Hydrophytic Vegetation' (Explain ) 100 % = Total Cover Woody Vine Stratum (Plot size : 30 ft r ) 1lndicators of hydric soil and wetland hydrology must 1 be present, unless disturbed or problematic. 2 . Hydrophytic = Total Cover Vegetation % Bare Ground in Herb Stratum Present? Yes No Remarks : US Army Corps of Engineers Great Plains — Version 2 .0 SOIL Sampling Point: NWB- 03 Profile Description : (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features 'inches) Color 'moist) % Color (moist) % Type' Loc2 Texture Remarks 0 - 12 10YR 5/2 100 Sandy Loam ' Type: C=Concentration , D= Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains . 2Location : PL=Pore Lining , M=Matrix. Hydric Soil Indicators : (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1 ) Sandy Gleyed Matrix (S4) 1 cm Muck (A9) (LRR I , J ) Histic Epipedon (A2) Sandy Redox (S5) Coast Prairie Redox (A16) (LRR F , G, H ) Black Histic (A3) Stripped Matrix (S6) Dark Surface (S7) (LRR G ) Hydrogen Sulfide (A4) Loamy Mucky Mineral (F1 ) High Plains Depressions (F16 ) Stratified Layers (A5) (LRR F ) Loamy Gleyed Matrix (F2) (LRR H outside of MLRA 72 & 73 ) 1 cm Muck (A9) (LRR F , G, H ) Depleted Matrix (F3) Reduced Vertic (F18) Depleted Below Dark Surface (A11 ) Redox Dark Surface (F6) Red Parent Material (TF2) Thick Dark Surface (Al2) Depleted Dark Surface (F7) Very Shallow Dark Surface (TF12) Sandy Mucky Mineral (S1 ) Redox Depressions (F8) Other (Explain in Remarks) 2 .5 cm Mucky Peat or Peat (S2) (LRR G, H ) High Plains Depressions (F16) 3Indicators of hydrophytic vegetation and 5 cm Mucky Peat or Peat (S3) (LRR F ) (MLRA 72 & 73 of LRR H ) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if present) : Type : Depth (inches): Hydric Soil Present? Yes No V Remarks : HYDROLOGY Wetland Hydrology Indicators : Primary Indicators (minimum of one required ; check all that apply) Secondary Indicators (minimum of two required) Surface Water (A1 ) Salt Crust (B11 ) Surface Soil Cracks (B6) High Water Table (A2) Aquatic Invertebrates (B13) Sparsely Vegetated Concave Surface ( B8) Saturation (A3) Hydrogen Sulfide Odor (C1 ) Drainage Patterns (B10) Water Marks (B1 ) Dry-Season Water Table (C2) Oxidized Rhizospheres on Living Roots (C3) Sediment Deposits (B2) Oxidized Rhizospheres on Living Roots (C3) (where tilled ) Drift Deposits (B3) (where not tilled ) Crayfish Burrows (C8) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Saturation Visible on Aerial Imagery (C9) Iron Deposits (B5) Thin Muck Surface (C7) Geomorphic Position ( D2) Inundation Vis ble on Aerial Imagery (B7) Other (Explain in Remarks) FAC-Neutral Test (D5) Water-Stained Leaves (B9) Frost-Heave Hummocks (D7) (LRR F ) Field Observations : Surface Water Present? Yes No J Depth ( inches): Water Table Present? Yes No J Depth ( inches): Saturation Present? Yes No ✓ Depth (inches): Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks : US Army Corps of Engineers Great Plains — Version 2 .0 Appendix B Wetland Photographs USS South Platte Solar Weld County, Colorado co) 2022 Westwood Professional Services. Inc. South Platte Solar Project Westwood D e I I n e a t I o n S l t e Photo a r a h :: d (888) 937- 150westwooscon-1Vp Professional Services, Inc, ..y � t trT ref , 1 I .a t Y ‘4\., �:, i` �' \ I I x`14' 1r t ' • • NWB- 04 , j ; `_ n i y is •\,.._ . ,1��I. ..,\ I 1 f I I♦V / I�'. : ` •' r� IL I,yt \ •- 7i�. � a?.. 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'V' t 1 l Ii rillit a ' ... .„ IL -1 lilt, it • • •• • of I'• •. a 41ee Attri butes Feature Name WC-01a Feature Type Watercourse Photo Date 6/ 16/2022 8 : 36 : 19 PM U %0U\R 100 N 6th Street, Suite 410B 612 . 230. 0172 Minneapolis, MN 55403 www. us-solar. com USS SOUTH PLATTE SOLAR LLC LANDSCAPE AND SCREENING PLAN USS South Platte Solar LLC meets the language listed in Section 23 -4- 1030 "Solar Energy Facility, " Letter C "Development Standards for a SEF, " Number 3 "Setbacks, " which states: "Additionally, the improved area must be at least five hundred (500) feet from existing residential buildings and residential lots of a platted subdivision or planned unit development " Therefore, at this time, USS South Platte Solar LLC does not propose any screening to our proposed SEF. Should Weld County officials reach a different conclusion during its internal review of our application or at the public hearings for our application, US Solar is of course open to adding screening outside relevant portions of the proposed SEF. Should screening be required, US Solar would likely propose Rocky Mountain Juniper, which historically performs very well in climates similar to our proposed SEF's location and elevation . j t-:: llAR 100 N 6t" Street, Suite 410B 612 . 230.0172 - Minneapolis, MN 55403 www. us-solar. com USS SOUTH PLATTE SOLAR LLC TRAFFIC NARRATIVE / STATEMENT OF TRANSPORTATION CONSTRUCTION IMPACTS Traffic Narrative: 1 . Describe how many roundtrips/day are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi -Truck/Trailer/RV (Roundtrip = One (1 ) trip in and one ( 1 ) trip out of site). US Solar expects the following total quantities of round trips during the construction period, which typically takes about six (6) months in length: -Approximately 25 semi -truck deliveries for racking material -Approximately 15 semi -truck deliveries for all solar modules -Approximately 10 semi -truck deliveries for inverters, switchgear, and transformer -Approximately 20 semi -truck deliveries for Balance of Plant equipment We expect no more than four (4) deliveries on any one day. Most deliveries will occur within a couple of days within the construction period . After construction, there will be approximately 2 or 3 passenger pickup truck round -trips per quarter for routine SEF maintenance. 2. Describe the expected travel routes or haul routes for site traffic. A formal haul route has not yet been set. We expect most traffic will enter the site via northbound Highway 85 to westbound County Road 394. 3 . Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) . A formal haul route has not yet been formalized . US Solar expects a majority of traffic, call it 60%, to come from the south, accessing the site by taking northbound Highway 85 to westbound County Road 394. We estimate about 20% of traffic to get to the site by taking northbound Highway 85, exiting to northbound County Road 35, and then taking eastbound County Road 394. The remaining 20% of traffic may also enter the site by taking southbound Highway 85 to westbound County Road 394. 4. Describe the time of day that you expect the highest traffic volumes. We expect that most site visits will be conducted within normal business hours, approximately 8 AM MST to 5 PM MST. US Solar does not anticipate that a Traffic Impact Study will be required for the proposed SEF. Statement of Transportation Construction Impacts 1 . Haul route map showing a minimum of one ( 1 ) mile traveled road and must include a connection to a paved, publicly maintained road. Please see the attached page for the haul route map for USS South Platte Solar LLC . U --r,, 1AR 100 N 6t" Street, Suite 410B 612 . 230.0172 Minneapolis, MN 55403 www. us-solar. com 2. Agreement to mitigate construction traffic impacts to the area surrounding the proposed SEF. USS South Platte Solar LLC agrees to mitigate construction traffic impacts to the area surrounding the proposed SEF. The proposed SEF' s traffic impact will be negligible, and no impacts are expected . 3 . Describe what impacts construction of the project will have upon transportation patterns in the area intended to be served or affected by the proposal. Construction of the proposed SEF will have a negligible impact on transportation patterns in the vicinity of the proposal . The estimated quantities of roundtrips are outlined above. We expect no more than four (4) deliveries on any given day. Therefore, there will be no impacts to transportation patterns in the area during construction . 4. Describe the potential construction impact on roads within the County. Deliveries to the site of the proposed SEF will have no impact on roads within the County. We don't anticipate that any impact will be created . 5. Identify improvements required to any roads within the County in order to serve the project adequately. No improvements are required to any road within the County in order to serve the project adequately. (I, _'• ` I • V ;.` - 4 .1 1 I Ir.-.4.3-J - ti ' i --"..1lii it, .f Ix _ (. Jr wt .w•�ge -•, f.*wttill { 1 J 41 '/' , - {f • - to �. �_ , - ; Jn �'•r' •' _. , '' q ,J - n' �� OS ilp is - . ,,_ 4 . i� �- 1 •-, - + /p(� _ J♦ — - T. • • . Ir 5MC.'�}� ::: L '•Li ♦ • �r•3 ' •� • 1� — 4 - ._r 'RIr I� � 4..A.. 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I L* _ I + joir 4.4 li 1 7-4 14:Cilts. _ „ -— .._ -• . 3 U %0U\R 100 N 6th Street, Suite 410B 612 . 230. 0172 Minneapolis, MN 55403 www. us-solar. com Weld County Department of Planning Services PO Box 758 1402 N . 17th Ave Greeley, CO 80632 USS SOUTH PLATTE SOLAR LLC NAMES AND ADDRESSES OF OWNERS/OPERATORS To whom it may concern : Below is a list of the names and addresses of any owner, operator of any oil and gas facilities, irrigation ditches/laterals, pipelines, overhead lines, railroad , etc. on the property, if applicable. Noble Energy, Inc. (now Chevron) 6001 Bollinger Canyon Road San Ramon, CA 94583 Kerr- McGee Oil & Gas Onshore LP ATTN : Land Manager/Wattenberg 1099 18th Street # 1500 Denver, CO 80202 SRC Energy Inc. ATTN : Legal Department 1675 Broadway, Suite 2600 Denver, CO 80202 PDC Energy, Inc. 1775 Sherman Street, Suite 3000 Denver, CO 80203 Aeon Energy Co . 405 Urban St. #302 Lakewood , CO 80228 For Godfrey Ditch : Dan Gallen Aurora Water — Water Resources Division 15151 E Alameda Parkway #3600 Aurora, CO 80012 Panhandle Eastern Pipe Line Company 635 N . 7th PO Box 127 Brighton, CO 80601 U %0U\R 100 N 6th Street, Suite 410B 612 . 230. 0172 Minneapolis, MN 55403 www. us-solar. com Snyder Oil Corporation 1625 Broadway #2200 Denver, CO 80202 K. P. Kauffman Company, Inc. ( KPK) 1675 Broadway, Suite 2800 Denver, CO 80202 Chevron — For Abandoned Oil Wells on Parcel Chevron Rockies Business Unit ATTN : Jared Martin, Land Representative 2115 117th Ave. Greeley, CO 80634 it16t*. Eck -coU * TYTh. , P re-application Case # PRE22-0096 Date of Inquiry 4/18/2022 Municipality La Salle IGA Name of Person Inquiring Michelle Simms P roperty Owner Phyllis Burkgren P lanner Diana Aungst P lanner Phone Number 970-400-3524 P lanner Email Address daungst@weldgov . com Legal Description W2SE4 Section 36 , T5N , R66W Parcel Number 095936000013 Nearest Intersection CR 35 and CR 394 Type of Inquiry Solar Facility The above person met with County Planning staff about developing a parcel of land inside your designated Intergovernmental Agreement/Coordinated Planning Agreement Boundary . y:Nrinif cw4,, County Planner's signature \`' Would you like to pursue annexation of this property? NO _____ YES ** See comment below Date of Contact 6/6/2023 Comments : ** The Town of LaSalle requests that Weld County add a condition to the USR that : the landowner will Annex into the Town of LaSalle when eligible for Annexation and at the request of theTown . Please refer the full application for our review going forward . 16 -, SO- Tim Town Planner 6/12/2023 Signature of Municipality Representative Title Date Please sign and date to acknowledge that the applicant has contacted you and return this signed form to Weld County Department of Planning Services . Weld County Planning Department 1555 N 17th Ave, Greeley, CO 80631 (970) 400-6100 es (970) 304-6498 Fax 20181107 44t. tbottju_• oat Notice of Inquiry _-_ -9 21 r I . Illifeld County , C vii_NTLY, Pre-application Case # PRE22-0096 Date of Inquiry 4/18/2022 Municipality Evans IGA Nerve of Person Inquiring Michelle Simms Property Owner Phyllis Surkgren Or Diana Aungst R.- Planner Pt►one Number 970-40043524 Planner Email Address daungsteeweldgov.com Legal Description W2SE4 Section 36, I5N, R66W 1 , Parcel Number 0959360 013 Nearest Intersection CR 35 and CR 394 Type of Inquiry War Facility The above person met with County Planning staff about developing a parcel cif land inside your designated Intergovernmental AgreemenuCoardirnated Planning Agreement Boundary. r ;1) 001/4 laCtouv-ylgt. County Planner's fnatTe G© r�ty la n_ s s9 a u c Would you like to pursue anna ation of this properly? NC) X. YES Date of Contact 5/2. (e z ^3 comments.: Wt L _ ItO rafr -'L4- G Alt _ -;/. - s , dirill--/ 2------- Gin iciv_PgarAirs Signal of Munic . Pepresenlative Title Oe e Anmemr as Please sign and date to acknowledge that the applicant has contacted you and return this signed form to WeldCounty Department of Planning Services. Weld County Pluming Department MS N 17th Ave, Greeley. CO 80631 -- (970) 400-6100 -- (970) 304.6498 Fax 20181107 Hello