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Home My WebLink About20222301.tiffr us - -' r ' it-' �'" -- y GFREELEY riaD •i : , I _ - �. J--- rT n J .44 EVAN S Lir LF tri goy 14:Iii. ix • u 13 El 6th St , CF, 52 LA SAL L.E. I _-- I1/4- ce U I -- L I I US R22-0013 17— I - - I I WCR 74 -L ----I T -r 1 1 I 1- I I I r f I , cr)I, cc _ U -- I - -•- eC U L I WCR 60' iviiCR 58.5 - - I KER SET L I:L U ir- CC U Teitajr • I . ' -�I I I I I I I I �f I I I -- - --L -I 1 rr 38 PVC co i'Ve I - - I I L 4r USR22-0019 Vicinity M a p USR22-OO19 Surrounding Property Owners 26 A__ iiAR) SETBACK ;Ty R 3214 Ti- PROPI 12l Y I N EXIST'INC LADPED AND AHANIIX)NED W'SLL SETBACK. PROPOSED FENCE LIME PROPOSED INVERTER (TYP.) EX 51 INU HE._IJ DELINEAILL; WETLAND (IYP,) TO T:::EE L NE APPROXIMATELY 95' 10 RESIDENCE L I..':: G 1AI I /1' I 0 P4OPERTY LINE 20' FRONT YARD SETBACK TRANSFORN1ERAND METER PAD PROPOSED UNDERGROUND ML )II IM VOL IA:;E CAN F I hOlet) LO LAY LAS IV TP.KIU OMNI SI L :+1^ F.II,J. Jos EXISTING ALAN DON I') GAS C Oi I 1 C:I ON FLOW LINE PROPOSED OVERHEAD MFDLUM VOl TAGF CAR! F ROPOSEC _1T1 _ITV POLES --Tar - - `_L11 U OVERHEAD ROWERLINE ,r. WI0' ROW WIDI I I P t AL 1A PROPOSED SITEENTRANCE PROPOSED 1 OS MODULE TRACKER RACK (TYP,) PR.O:OSED 10 'JADE ACCESS DRIVE EXISTING ELECTRICAL BOX PROPOSED PERMANENT STORMWATER BASIN 555' TO GAS LINE 4:3( IC; - RCPEkPf LINE P T%OPCSED ENTRANCE CULVERT AI"NROXIErux, r, TO RL...IDENti,� PROPERTY LINE Mae i4C &14&00 II401Gmcxui,lledSae 400 MlddIn,RM15§SP watwccd=um wtsdvaad N tie 15 65 Naha: ian, ne. PREPARED FOR X USR22-019 Proposed Solar Energy Facility Site Plan 1OQN6thSt# 1101 Minneapolis, MN, 55-003. 0' UHF 200' a(0' � woo Phone { 608} 821 - 6600 8401 Greenway Blvd ., Suite 400 Middleton, WI 53562 westwoodps.com Westwood Professional Services, Inc. PREPARED FOR: I — --- ,a .",_. , ''� :,;�� __. i9�. '."�;��G. • 1! � � � . : �0.��..�y� �. _. �vYi:�� p 100 N 6th St. #410B Minneapolis, MN , 55403 . . . REVISIONS: # DATE COMMENT A 02/28/22 Use By Special Review Site Plan REGI � NAL MAP VICINITY MAP 85 392 392 FORT SITE SITE COLLINS � z5 76 DENVER � �o GRAND �� JU NCTION � 85 ' COLORADO _ zs3 SPRINGS GREELEY 25 � 34 34 KERSEY 34 i 85 SHEET LIST TABLE CONTACT INFORMATION COMPANY CONTACT PHONE ADDRESS Sheet Number Sheet Title PROJECT OWNER/ DEVELOPER UNITED STATES SOLAR CORPORATION MICHELLE SIMMS 61Z - Z99 - 1Z13 100 N . 6TH ST., SUITE 410B T. 100 Co�er MINNEAPOLI5, MN 55403 C. 100 Existing Conditions WESTWOOD PROJECT WESTWOOD PROFESSIONAL SERVICE5 , INC MITCHELL OTT 608 - 8Z1 - 6603 $401 GREENWAY BLVD ., SUITE 400 C.Z00 PVSite Plan MANAGER MIDDLETON , WI 53562 u SS � Oa bu rn cza � ✓ Site Hydrology PROJECT LOCATION (APPROXIMATE CENTER OF SITE) C.400 Typical Details LATITUDE = 40.46598611 ° N So I a r L LC C.401 Typical Details LONGITUDE = 104. 6090Z78� W C.40Z Typical Details �.403 Weld County - De�elopment Standards PROJECT COORDINATE SYSTEM Weld Cou nty, Colorado BEARINGS & DIMENSIONS ARE BASED ON NSRS 2011 , COLORADO STATE PLANE5 , NORTH ZONE, US FOOT a W ove r Y � BOARD OF COUNTY COMMISSIONERS CERTIFICATION 4 N � PLANNING COMMISSION CERTIFICATION This is to certify that the Baard of County Commissioners , Weld County , Colarado , daes hereby confirm and adopt N � this Site Specific Development Plan and Use by Special Review and the Development Standards as shown and � PROPERTY OWNER ' S CERTIFICATION This is the certify that the Weld County Planning Commission has certified and does hereby recommend to the described hereon this day of , 20 � The undersigned property awner( s } do (es ) hereby agree ta the Site Specific Development Plan and Use by Special goard of Caunty Cammissianers , Weld Caunty , Calorado , far its canfirmation, approval and adoption this Site � Review Develapment Standards as described hereon this day af , 2p Specific Develapment Plan and Use by Special Review as shown and described herean this day of P R E L I M I N A RY � o Chair, Board of Caunty Cammissianers � � 2° NOT FQR CONSTRUCTIQN � g ATTEST . = Name of Property �wner Name af Property Owner � Chair , Weld County Planning Commission Weld County Clerk to the Board DATE: 02/ � U/ � 02 � ai � � BY : Dated : N 6 Deputy Clerk ta the Baard T . � 0 0 o SH EET: I M 0 a z � � � � � , � woo I I , I I I � � Phone { 608} 821 - 6600 8401 Greenway Blvd ., Suite 400 ,I � I � � I �' � I � Middleton, WI 53562 I � I I I � ; westwoodps.com � I " I , � I `" ` ,�!�. � Westwood Professional Services, Inc. � � I II I ' . + � I I II � I �� I I I I � I � � �, , � _ I I `"� WATER HYDRANT I I �; I D � ,I � OWNER: DAV1D WAYNE COGBURN � � I � � � . I PARCfL ID.• 080324d00033 I I I I l � �� I` (NOTA PARTJ NS9 °55 '2D "E 2667. D5 (R) ,I I II ,I Q � - , U� , N89 °48 '0D"E 26& 1.05 (M) , . �, - - � . _. �, � � �� i � � � I I � , I I � N I I " I `� �6>> ' ` 's" • , � �� . I APPARfNT4d� R. o. w. ' �� PARTICIPATING PARCEL 8OUNDARY (TYP.) I I � I I , � � I � � I I II I I �°' I' � ; � �� ; I I � � I �'�s I � OWNER: GERALD L. & � I ,' ,� � I I � � � I � I I JANET M. ROTN I ` I � ` , I I � I PARCfL ID: 08dT 7900dd49 PREPARED FOR: i 2op, / i � ,I � / �� ' Z00' RAILROAD EASEMENT APPROXIMATE LOCATION OF O1L DUMPLINE � II I I I I I 3 _ _ �� PROVIDED 8Y PDC ENERGY \ � � ,�, _ � I � � � � I I I � I I APPARfNT 30 ' R. O. W. � c � , , .q. � I ' �� I I I " I �-� I •- �- \ .;....,.. � � �; � a c� � �� - . i � � I ^ °, ,_:. .q.. ,} �� , : , ., -. .;�.,....� I I ! , I � I II I � _ . x:�� -� � � - _ � , ag I I � ; �a�� I I � II � - M , . �, �, I I � I �, � I I � I I I � ° � M M � � �' ,� "� � I � I I � M - 100 N 6th St. #410B � � I , � , ��. � I � D � � , a N � Minneapolis, MN , 55403 � � � I �' ' ` I I � � II ` I � � � � REVISIONS: �� iN , I i� i I I , � I I N89 ° '28 " 50. 00 (RJ \ # DATE COMMENT � i � � I � � `"e � II � I � � I N g � �3�� E 3a'QQ �M� \ A 02/28/22 Use B S ecial Review Site Plan i zz I I �� ' � � I � � I v p � � % % � � � �I � � � n � I � � � I � I � � � � � �� I �� ' �,8� �� I I � � I I � � � � ' ' PARCEL 7 � I � I I � �� I � � � � � �68 LOT B OF RECORDEQ EXEMPTION IVO. 0803-24-4 -RE-4587 � � I n I I c� � � �. OWNER: HARRIETT J. ANDERSON � �� ; �� ' OWNER: DAV1D WAYfVF COGBURN � , � I `� I � � � .ti,� `- � PARCfL ID: 080324000009 I i ` �� `s�,p y PARCEL ID: 080324400002 � I I I I I �1�1 I I � �� i �� I � � � � � �p��{o� � � �l GAS GAS GAS � � � � /�� I I � � I I �f4 � � � � �� -- ` �, , I `" � I � h�$ � ' � � � i I I I � r I o^� e � � � � � �� } l 1 'y�� O _,� " � II � \ � - ' APPROXIMATE WELL LOCATION PROVIDED 8Y PDC ENERGY I II I � ,I II � ��' � �� ' t { ' -+t* � �� I �� I I � I II 1 I � ! DESKTOP DELINEATED INETLAND (TYP.) � ELECTRIC 8OX I I � s � I q I I I ; I � I � � I " I ; � I ; I I � II I � I � I � I I I I P1PE�NE�OCATlON � I PROVIDED 8Y � � g APPROXIMATE PlPEL1NE LOCATION I ,I ,I � I � n � TALLGRASS ENERGY � OWNER: GERALD L. & PROVIDED 8Y MAGELLAN MIDSTREAM �, I � N , JANET M. ROTN APPROXIMATE GAS �� I - , ' ' I I I I � PARCfL ID: 080 1 1900005 0 L1NE LOCATION I � PROVIDED 8Y I I � 5s9'52 '27 " w254. 26 I I I � � I NOBLE ENERGY ,� � - APPROXlMATE HlGH PRESSURE GAS LlNE I I � �9 \ � , \ \ OWNER: GERALD L. & JANE7 M. ROTN y II I �' ;a . � � LOCAT1ON PROVlDED BY KlNDER MORGAN , � � � � � �� p��l�� PARC�NOTA pA�00007 � I � �� r _' ' I � � � � � � $og �� I I , � � ❑ a � I I \, �, �,5.�51°5� � �.. C � � � g � � o � � � � �, I � � MM II II I I � w � o� a � � � I I M r- M �� ,� I � o 0 0 50' PlPELlNE EASEMENT � D � I 0 00 � � o o a WATER HYDRANT N `� ,_ � � �' z Z � 15' D1TCN EASEMENT I I � `' , � ' WATfRLINf fA5FMFNT l5 ' lRR1GAT1ON EASMENT , I � � - - — _ � _ _ _ — — _� — - - — _- - — = — _ , - - _ _ _ _ �� = o , ,. I � — — — — 0' 120' 240' 360' — ` — �� .^�, �� — S 5. ( — —,� — — — — — � , , �— � —,. T • . . � � — — — — — — — — ` — �— � - — SS9 °59 '41 " W 1437_ 72 {R) . . . . . . . S00°07'02 "f 55. (MJ q � � , 3o � W,�F - - - - - - � _ Coun �� Road 66 - Q - - - - - - - - x x ` . � APPARENT D1TCH EASEMENT APPARFNT 4d� a. o. � APPARfNT4d� a. o. w. �,r OWIVER: WILLIAM G. & VEARLEIVEM. RIDIIVGS � APPARfNT 30 ' R. O. W. - -- OWNER: ROBERT L. REYNOLDS � � APPARFNT 30 ' R. O. W. h n PARCfL ID: 080325700044 PARCFL ID: 080325000030 � y� � OWNER: ROBERT L. REYNOLDS y PARCfL ID.� 080325000030 r � S S � O b u r n � g � � � Solar LLC � ,., , � `` �'� �` - Weld Cou nt , Colorado . � v LEGEND : o PROJECTBOUNDARY Parcel Information Existing Conditions y EX. PARCEL LINE Range � 5 W � — — EX. ROAD RIGHT- OF -WAY � — — — — — — — EX. EASEMENT Township 6 N � r 6 9ao EX. INDEX CONTOUR Section 24 N ; EX. INTERVAL CONTOUR USCS Soil Classification CL, SC ti 7 P�H EX. OVERHEAD POWER LINE X �As EX. UNDERGROUND GAS LINE Agricultural Capability Prime Farmland if Irrigated w PRELI M I NARY o EX. DESKDTOPNDELRN ATED WETLAND N OT FQ R CO N ST RU CT I Q N � � O EX. OIL AND GAS WELL _ � 0 EX. ELECTRIC BOX Q a DATE: 02/ � U/ � 02 � , 6 3 U N 0 o SH EET: 6 � � M O O Z � D � woo , � � � � � �� .� _ � � , , � � " Phone { 608} 821 - 6600 8401 Greenway Blvd ., Suite 400 I I Middleton, WI 53562 II II II � westwoodps.com c�� , , N � Westwood Professional Services, Inc. �I ,I I � II I II I � V < < � � � �� — - - - - - - - - - � - -� — — - - - - - - - - - - - - - - - - - - - - - - - `� - - - - - - - - - - - - - - - — � r _ t _ _ /7 _ / �� — - - - - � � — — — � ,I I ' � I �I I � � � � � � � � � I � • ' � I I I , / 20 ' ALL YARD SETBACK {TYP .) � �,6� � I �' I �6� I � � � � �� `� �� 4678 6�� 6 � � I I s I � �4673 � � m� + 'I � � II I� � � � �6'�j �e � I I I � I , , . . N . �i K I V �I �I � I I / � ��, I , � � � � tI i � � � � 3Z1 ' TO PROPERTY LINE I � I , � I � � I / / � EXISTING ABANDONED GAS COLLECTION FLOW LINE � �� ' � I � I� I� � �$3 � � � � I I A / < < I u I � PREPARED FOR: / � � � I � i I` � / / PROPOSED 108 MODULE TRACKER RACK (TYP .) I � I �, � I i � � � / o �, I I � �I I . � 'i I - -- . . �� .: �, __. I � / � �� - , � � m � � . ,�, � � I � I i � � ��-�'diJ4�r�G. � � � � � �ig. � � � �1 ._: :.. .0.�. ... . 4_� f:19��p��L�y �4:.1[�O^ � � � � / X X x x X x I I I I �I ' i �� . � � � � / - - - - - - - - - - - - � • � � ' , � � � x � � � n � � _ J I � � � � �' � - - 100 N 6th St. #410B � I / � � � � ,' Minneapolis, MN , 55403 � I / / � I I I � U I � �' � � X I I I I �� ,' REvisioNs: � � � I / � ' � n � I I ; I # oaTE connMENT � , / n I � / za. a' �,; � � � � �' I � �� A 02/28/22 Use By Special Review Site Plan I � �� I � � s / � � � I� �� / / � �I �I � `� � ; � I � � � u 22 .4 ' � � I I �, I I , ' I , � � / �, � H ' � � � I � ,� I � � s.a � ' x I � � � I I � I ,� � � I I I � I ' I � i � � / I / x � ' I I I � I ,�, � I � , � � � EXISTING CAPPED AND ABANDONED WELL SETBACK "� I X I I �' � I ' , I " � I � � i � I I � I �' I , s � , � . ' . x ' I I I n I ,��0 ,'/ � TRANSFORMER AND METER PAD � � , PROPOSED 16 ' WIDE I I I � I �� ,' � / � �\ ` , , 5 .a � x ACCESS DRIVE I ' I y � I ' � II II / ` Y - N / I PROPOSED FENCE LINE I I / � �I � � I I � I � � I � PROPOSED INVERTER {TYP.) 1 x ,,.,, ,,,, EXISTING ELECTRICAL BOX I I �' I ' I � � / / x x x x x� x x I x I I II � I �� UMV � UMV UMV I � �I �I �� X �� F � � ;� �, � � � � � � � � � � � � � I I , I � � � PROPOSED UNDERGROUND I � x I � 46 �� I MEDIUM VOLTAGE CABLE � I I I ` N I , I ' I I � �� I x � I I � I � � �� 35 . 0 ' I � � I I N � I � � � I � � �e � _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � I " PROPOSED PERMANENT STORMWATER BASIN � � I I , ' ' / I� � � 4678 n � , ' � � � � x I � � � � � � � ' I I / EXISTING FIELD DELINEATED WETLAND (TYP.) � I � I � � I �� , II / � , - . � ,� , ; I � I X � n � cqs\ \ � \ � � � � � 92 ' TO� NE ' I X � 555 ' TO GAS LINE I \ ��, \ � ' � � ` � I I � � � � � � � , , i � . , ,��, I I �; �� PROPERTY LINE I � � � � � �� . �� _ a . � � � � � � � � � � ' � � � � � APPROXIMATELY 95 ' TO RESIDENCE � x � � I 436 ' TO PROPERTY LINE I I , ' � �_� i � PROPOSED OVERHEAD I � ' � �' MEbIUM VQLTAGE CABLE � ' � � �o �� 1 _ � � � � / � � � t�i� b I I i m PROPOSED LAYDOWN YARD AND SITE PARKING x a� �� ' `" � o' 100' 200' 300' � � �� x � �6� � � � � � � � �� I , - - ' � " �:�,.:� - Ir A � l , . , I � / / II II I - T-� - - - - - - - - - - APPROXIMATELY 41 ' TO PROPERTY LI � - -�-� 68s - - -� - - - - -� - - - - - � - - - - - - - - - - - - - - - - - - - - - - - PROPOSED UTILITY POLES � � - - - - - - - - - - - � I I " �' - - - - ti N b - - - - - - - - -_ _ 20' FRONTYARDSETBACK - - - - - = � = 42.0' TOROW � _ _j ` � _ _ _ _ _ _ _ _ - - _ � — PROPOSEDENTRANCECULVERT - - _ I � I � _ .. . � , . , � , . , • - � _ � _ _ _ _ _ _ _ _ _ _ ` - � � ' _ 94 . 5 ' TO OVERHEAD POWERLINE �_. � T � ' ' ' � COLJ NTY ROAD b6 - — ' ' ' ' '�� '� PROPOSED SITE ENTRANCE POH _ POH POH POH POH POH _ PQH POH Pal� P�H POH POH POH . POH POH P�H _ POH POH POH P�H � POH u S S � O b u r n 60.0' ROW WIDTH PER �LTA APPROXIMATELYI 175 ' TO RESIDENCE � — �— � � � � . . - y� �, f � � � Solar LLC _ _ . _ �� _ � _ . _ _ _ _ _ . LL , . � � .. � tii : �'�' � � � � _, . _ _ ' _ _ tn �vbi ' ��r ' � �� , ',/ � r � N � Weld Cou nty, Colorado � � , � �_ : � LEGEND : SYSTEM SPECIFICATIONS GENERALNOTES o PROJECT BOUNDARY x PROPOSED SECURITY FENCE 1 . INSTALLATION TO COMPLY WITH NEC 2017 ARTICLE 690 AND PV S i te P I a n � — — EX. PARCEL LINE - - - - - - PROPOSED STORMWATER BASIN AND BERM SYSTEM SIZE DC 3, 149 kW TOTAL NO. 108 MODULE 54 ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES OR TRACKER RACKS REGULATIONS � — — EX. ROAD RIGHT- OF -WAY — N ►► — PROPOSED STORMWATER SWALE Z . EQUIPMENT SHALL BE LABELED PER NEC 690 AND XCEL � - - - - - - - EX. EASEMENT � PROPOSED ELECTRICAL EQUIPMENT SYSTEM SIZE AC 2 ,400 kW INTER- ROW SPACING 15 . 0 � ENERGY REGULATIONS 6 9a� EX. INDEX CONTOUR unnv PROPOSED UNDERGROUND MEDIUM VOLTAGE CABLE DC/AC RATIO 1 .31Z PITCH zz ,4 3. 16 ' ACCE55 ROADS SHALL BE DESIGNED TO ACCOMMODATE � EX. INTERVAL CONTOUR � oMv � PROPOSED OVERHEAD MEDIUM VOLTAGE CABLE ALL CONSTRUCTION , OPERATION5, MAINTENANCE, AND N POH EX. OVERHEAD POWER PROPOSED LAYDOWN YARD AND PARKING MODULE RATING 540 W GCR 33 . 0% UTILITY TRAFFIC THROUGHOUT THE SITE . �� 4. DIMENSIONS TO PROPERTY LINES AND EXISTING FEATURES �As EX. UNDERGROUND GAS �►► — ►► � PROPOSED CULVERT ARE APPROXIMATE PENDING SURVEY. PRELI M I NARY o — EX. ROAD CENTERLINE TOTAL MODULE QTY 5, 832 FENCED AREA 14. 9 ACRES 5 . ABANDONED WELL AND ANY ASSOCIATED INFRASTRUCTURE o EX. DESKTOP DELINEATED WETLAND HAS NOT BEEN FIELD LOCATED. N OT FQ R CO N STRUCT I Q N � � O EX. OIL AND GAS WELL 6 . THE AREA WITHIN THE SECURITY FENCE WILL BE VEGETATED = � 0 EX. ELECTRIC BOX - • Q v PROPOSED SOLAR ARRAY DATE: 02/ � U/ � 02 � ai 6 - - - - - - - - - - - - - - - PROPOSED MODULE SETBACK � � — PROPOSED ACCE55 ROAD O o SH EET: 6 • � M O O Z � D � woo , � � � � � �� .� _ � � , , � � " Phone { 608} 821 - 6600 8401 Greenway Blvd ., Suite 400 I I Middleton, WI 53562 II II II � westwoodps.com c�� , , N � Westwood Professional Services, Inc. �I ,I I � II I II I � V < < � � � �� — - - - - - - - - - � - -� - - - - - - - - `� - - - - - - - - - - - - - - - — � r _ t _ _ _ /7 _ / _ _ _ �� _ - - - - � � — — — � ,I II` � � �I I � � �� N � I � � � � � Q�j � � � Q6) I � I � � � I � � `� �� 4678 6�� 6 � � I I s I � �4673 � � m� + 'i � II I� � � � �6'�j �e � I I I � I , , . . N . �i K I V �I �I � I I / � ��, I , � � / / � � I � �� i � � / � � ' � � I � ! I � � � � \ / / �, � � , � � / $3 / �� I I / u, � PREPARED FOR: A PROPOSED SILT FENCE {TYP . ) < < n I � / / I I � I � �� / / I ` I �, � I i � � / / � � I � � I . � 1 I - -- . �� ,� . __. •��e:irpa... � � �� / �'� � � I � I i � � � I - . ,� :� � i �, :::._ .�.. ... . �� / x x x x x x � I I I I . II � ; _ �:��. � II � �xs.�,� / / i , � I � - - - - - - - - - - - - I I I I � x I I / � / � � �� PROPOSED I � I n I I i - - � J 100 N 6th St. #410B � � � � / � � � BERMMWATER II II I � I � ,� Minneapolis, MN , 55403 I � ' � , , � � � x � � I �' � �� ,� I REvisioNs: � � ' � n � � I � ; I # oaTE connMENT / � I I / x c� � I � � �' I � �� A 02/28/22 Use By Special Review Site Plan � 6 / � ,I ,I I I � i I II �.s' � Q��lo � � � F I , � I � �� PROPOSED I I � � � �� I � � u � 1 . 5 ' V- SWALE . I I �, I I �� I , , � / I I I N II I // 1 I I I I / / x V V I �� / � I I I � I ' � � I / x -�°�� ' I I II �' I , � }� I / �� °� � � ' � � I I �' � I � / � X I I � � I ' I ' � � � � i � I I � I �' I , s , , / , . — � x � I I � N � �� ,�� / r ` I I I � a� � , II � '` , _ � - ' � " I � I �� I ,' � � I I N � � ,� I ' I ' � II � / I I � I ,' I / x � I � x x x x x x x � .. ... � � � � I , � I x PROPOSED ACCE55 DRIVE TO � � I I ' � � � �„ �„ �„ �„ uMv �„ uMv uMv I ❑E BE BUILT AT ELEVATION OF I I I I ' � � � �� X �� STORMWATER BERM � � �; I I ' " I� I � � ; x � � � � I � I 46 �� ' � � � � PROPOSED PERMANENT STORMWATER BASIN I I I a I � I �� 58% � I REQUIRED STORAGE: 31 ,200 CF I I � N � ,' I I` g " � SEE SHEET C.402 FOR ELEVATION5. I n I I I �' � ' C I I I N I I / J h I �e � _ � _ _ _ _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � ` X I I I � , , - ' � " li � � 4678 ., I � � ` � I Y^ i ' � � / � x � � � � � � � ' � � � � � , � � . - � yil� i � I � D � qs \ � ' � � � I 1 c C �,� I � � �- �r I � I X � � \ � � / � � � ` I` � 4 `�' � � I I 1 I I \ G� � � � � � ` X 1 \ \ i � � , a2o°� I I , ' ' I � , , ❑ i � I PROPOSED EMERGENCY OVERFLOW AND ,��, I I �; �� ` ` " �. , � � � I � x ACCE55 ROAD LOW WATER CROSSING �o�`° I I , � I � � � � ,. i x � I � � � � � ' i � � � , ' � � � " � �, i � � � � , i N ♦ �� I� � ' � �rn O � � � � �, b I I � x � �� ' " � o� � oo� zoo� 300� i x � PROPOSED CULVERT � a , � ' � , I � ' �6 - �+ � �� PROPOSED ROCK ENTRANCE , � I I II II L - - -x- - - - - - A68 - - - - - - -�- - - - - - - -� - - - - - - - -� - - - - - - - � - - - - - - - � - - - - - - - � - - - - - - - � - - - - - - -v - - - - - - -V - - - - -__ v = - - - - � - _ � I I � - - - - - - - - - I I � I I x b —_ � — — — — — � — — — — — — � — — — — — — — — — — — — — � — — — — — — — — — — — — I y N � — � — — — — — � — � � � �L� — �. �- -- --`—�-- _ _, _ � �r _, +'lY��`�C�IYI�YIT_��m�\/� � ` COIJNTY ROAD b6 - -. � -.- �- --_-. - - � . . POH P0H POH POH POH POH PQH POH PaH P�H POH POH POH POH POH POH P�H POH POH POH P�H � POH u S S � O b u r n � g — — — — — — � b D � � � f � � So ar LLC _ _ . _ �� _ � � . _ _ _ _ _ . LL , . � � � � �� f �� r � N �- � _, � ��/ r q v' - - � Weld Cou nty, Colorado ��.�.. � �-� .�.�r, - . .��- � , � �_ : � LEG EN D . GENERAL NOTES o PROJECT BOUNDARY x PROPOSED SECURITY FENCE 1 . INSTALLATION TO COMPLY WITH NEC 2017 ARTICLE 690 AND ALL APPLICABLE S ite Hyd ro I ogy � EX. PARCEL LINE - - - - - - PROPOSED STORMWATER BASIN AND BERM LOCAL, STATE AND NATIONAL CODES OR REGULATIONS � - - EX. ROAD RIGHT- OF -WAY - N ►► - PROPOSED STORMWATER SWALE Z . EQUIPMENT SHALL BE LABELED PER NEC 690 AND XCEL ENERGY REGULATIONS �' EX. EASEMENT � PROPOSED ELECTRICAL EQUIPMENT 3 . 16 ' ACCESS ROADS SHALL BE DESIGNED TO ACCOMMODATE ALL � CONSTRUCTION , OPERATION5, MAINTENANCE, AND UTILITY TRAFFIC 6 9a� EX. INDEX CONTOUR unnv PROPOSED UNDERGROUND MEDIUM VOLTAGE CABLE THROUGHOUT THE SITE. N ti EX. INTERVAL CONTOUR � oMv � PROPOSED OVERHEAD MEDIUM VOLTAGE CABLE 4. THE ENTIRETY OF THE SITE REQUIRES VEGETATION ESTABLISHMENT PRIOR TO N POH EX. OVERHEAD POWER PROPOSED LAYDOWN YARD AND PARKING COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES TO REDUCE 3 T a �As EX. UNDERGROUND GAS �►► - ►► � PROPOSED CULVERT DISTURBANCE. VEGETATION MUST BE ESTABLISHED WITH A DENSITY OF 70 % PRELI M I NARY " EX. ROAD CENTERLINE SF PROPOSED SILT FENCE COVERAGE . ANNUAL VEGETATION COULD BE USED FOR PROJECT DURATIONS � � LE55 THAN ONE GROWING SEASON . PERENNIAL VEGETATION ESTABLISHMENT o EX. DESKTOP DELINEATED WETLAND 1 .48% EX. GROUND SLOPE IS NEEDED FOR PROJECT DURATIONS GREATER THAN ONE GROWING SEASON . N OT FQ R CO N STRUCT I Q N � � O EX. OIL AND GAS WELL PROPOSED ROCK ENTRANCE = � 0 EX. ELECTRIC BOX PROPOSED RIP - RAP Q v PROPOSED SOLAR ARRAY DATE: 02/ � U/ � 02 � ai 6 - - - - - - - - - - - - - - - PROPOSED MODULE SETBACK � � - PROPOSED ACCE55 ROAD O o SH EET: 6 � � M O O Z 1 2 3 4 5 6 7 8 9 � woo 36" GRAVEL WORK AREA Phone { 608} 821 - 6600 8401 Greenway Blvd ., Suite 400 C � OR AS SHOWN ON Middleton, WI 53562 ELECTRICAL EQUIPMENT SEE ELECTRICAL PLANS � westwoodps.com ELECTRICAL PLANS I Westwood Professional Services, Inc. 8 ' 8 ' A � J � J O ¢ O � CONCRETE SLAB � � � � SEESTRUCTURALPLANS I � � 2% SLOPE Z% SLOPE � � � ExTENo sTONE �� ~ BASE TO EDGE OF �X1S�Cti �G ,� �, �XlS71N� AGGREGATE I ACCESS DRIVE G�� N� � G��UN � WORKING PAD I CL SEE SHEET C .200 I $ , $ , FINAL FINISHED I � GRADE I � J O w \ \ � 4 4 e a m o O � � � \ \ \ \ a 4 \ \ \ \ \ '� ° a ACCESS w � o z �ro s �oPE w � �-X�s�'No ��// �// �// �// �// �// � �� .�� . / ' oR�� z r� o� �� ou \,�V�,�V��V�iVV�iV�i �\ ,A /�A \ \jV�jV�jV�j\�j � � �.x�s� � N� �,. /i� /��/ G�� Np MIN . 2" STONE BASE �� PREPARED FOR: WITHIN WORK AREA INSTALL CONDUIT SEE STRUCTURAL PLANS FOR AND BACKFILL 16 ' ACCE55 DRIVEWAY CONCRETE REVEAL REQUIREMENTS SEE ELECTRICAL AND �, B STRUCTURAL PLANS — -- — s , :,�� ,�, N OTES : :�:;r4.,:.. � : � . ' , _ .q. . �� .:�..��s,. 1 . SEE STRUCTURAL PLANS FOR FOUNDATION SUBGRADE PREPARATION AND FROST PROTECTION , IF - _ "` REQUIRED. , N QTES . 2 . SEE ELECTRICAL PLANS FOR CONDUIT INSTALLATION AND BACKFILL REQUIREMENT5. 1 . CONTRACTOR SHALL CONSTRUCT CROSS - SLOPE ROAD SECTION WHERE 3 . SEE ELECTRICAL PLANS FOR EQUIPMENT LOCATIONS ON THE PAD . 100 N 6th St. #410B ACCESS ROADS ARE CONSTRUCTED ON A SIDE SLOPE, AND WHERE 4. FINAL TOP OF CONCRETE PAD ELEVATION SHALL BE AT LEAST Z " ABOVE THE SURROUNDING FINAL Minneapolis, MN , 55403 OTHERWISE NOTED ON PLANS, TO ENSURE THAT ROADS AND FINISHED GRADE. CONTRACTOR SHALL ENSURE FINISHED GRADE PROVIDES POSITIVE DRAINAGE SHOULDERS REMAIN WELL DRAINED AT ALL TIME5. AWAY FROM EQUIPMENT PAD. REvisioNs: # DATE COMMENT Westw�ood TYPICAL SOLAR ACCE55 DRIVE RD01 �w�d TYPICAL ELECTRICAL EQUIPMENT ON CONCRETE SLAB I N VO � A o2/28/22 Use By Special Review Site Plan - PROFILE VIEW CORNER, TERMINAL OR CROSS MEMBER BRACE POST PULL POST IF REQUIRED 6" DIA. MIN . (TYP.) LINE POST zfl�� GATE POST TUBE STEEL FRAME � � LOCKABLE LATCH `l /�/ / � � 1\� �/ % I z �\ // � � � \� /� ' I WOVEN WIRE FABRIC I � � / I I / I � GALVANIZED WIRE MESH � �. � j � WELDED TO FRAME �� F. I .� �� BRACE WIRE I I �\. I ./� I �� ' I 1 \� , I .i�� I �i� � ----� =----- �� i � � ,iii=i i i=i i i=i i i=i i i=i i i=i i i=i i i-� � �_� � �-� � �-� � �_� � i-i i i=i i i=i i i=i i i-i i �_� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �-i i i= _ _ =i i i=� � �_� � �-� � �-� � �=i i i==- = i i=� � �_ , , -iii ,iii ,iii- iii iii ,i ii „-,i . iii-iii-iii - - - - - - - - - - - - - - - - - � D =1 I I-I I I-I - -�i i=1 I 1=1 I 1=1 I i=i i i-�"-- -'�i=i i i="'- -'i i-1 I 1-1 I 1-1 I I-i i�-��- -� � -I I �= 1=111=111 GRADE SEE FENCING COMPANY NOTES . SPECIFICATIONS FOR MAX. SPACING 1 . FENCE AND GATE TYPE TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION 2. STRUCTURAL DESIGN TO BE PROVIDED BY FENCE SUPPLIER 3 . DIMENSIONS AND INFORMATION SHOWN ABOVE ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONSAND INFORMATION TO BE PROVIDED BY MAN UFACTU RER/SU PPLI ER NOTES : 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 1 . FENCE AND GATE TYPE TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION oEPaRTMENTaccEss. Z. STRUCTURAL DESIGN TO BE PROVIDED BY FENCE SUPPLIER 5 . sEE NOTEs iN oETai � FNo7 oN THis sHEET. 3. DIMENSIONS AND INFORMATION SHOWN ABOVE ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS AND INFORMATION TO BE PROVIDED BY MANUFACTURER/SUPPLIER West�od TYPICAL LIVESTOCK FENCE VEHICLE GATE DETAIL F N 04 (NOT TO SCALE) E Westw�ood TYPICAL LIVESTOCK FENCE DETAIL F N 03 (NOT TO SCALE) USS Co burn g Solar LLC F Weld Cou nty, Colorado _ Typical Details Y � W � ` Wc G 4 m � � � N N O N � N N � � d PRELI M I NARY , � � NOT FQR CONSTRUCTIQN M 0 O C � DATE: 02/ � U/ � 02 � � a � O 4 U J 0 a SH EET: 0 � . m O O Z 1 2 3 4 5 6 7 8 9 � woo 36 " WIDE FILTER FABRIC NOTE5: 1 . FIBER ROLL5 5HALL BE IN5TALLED PRIOR TO UP5LOPE D15TURBANCE ACTIVITIE5 DRIVEN WOODEN Phone { 60$} $21 - 6600 8401 Greenway Blvd ., Suite 400 5 ' MIN STAKES TO BE STEEL/WOOD � COMMENCE . Middleton, WI 53562 �F� 2. FIBER ROLL5 5HALL BE PREFABRICATED AND MADE FROM WEED FREE RICE 5TRAW, FLAX, PERPENDICULAR � westwoodps.com T- POST — OR A 51MILAR AGRICULTURAL MATERIAL BOUND INTO A TIGHT TUBULAR ROLL BY NETTING . UNSLOPE DISTURBED TO SURFACE FL�w D; � Westwood Professional Services, Inc. SET ROCK ENTRANCE BACK FROM � �� AREA/ PROJECT SITE � �---� � ��Ow U5E A 6 OR 12 DIA. ROLL. PAVED ROAD �� 3 . TRENCHE5 5HALL BE CREATED ALONG THE 5LOPE OF THE PERIMETER. THE TRENCH DEPTH A SEE SHEET C.300 � PONDING HEIGHT 5HOULD BE 1 /4 TO 1 /3 OF THE THICKNE55 OF THE ROLL, AND THE WIDTH 5HOULD EQUAL �-� FZOW' FLO W � '� ' � �%�''%�� O`� � G FILTER FABRIC, ATTACH THE ROLL DIAMETER, IN ORDER TO PROVIDE AREA TO BACKFILL THE TRENCH . �� : �� P� ��`�;��i;��; j`%�`i,� � �`��`�'`��'�� ' Qp•�-�� SECURELY TO UPSTREAM 4. 5TAKE FIBER ROLL5 INTO THE TRENCH . DRIVE 5TAKE5 AT THE END OF EACH FIBER ROLL � � � I �OP'O '� S SIDE OF POST WITH AND 5PACED 4 FEET MAXIMUM ON CENTER. U5E WOOD 5TAKE5 WITH NOMINAL � pPVED 9 CLA551FICATION OF 0.75 IN BY 0. 75 IN . AND A MINIMUM LENGTH OF 24 IN . G S , 3 - S0Ib TENSILE STRENGTH 5. ROLL5 5HALL BE IN5TALLED PERPENDICULAR TO WATER MOVEMENT, AND PARALLEL TO ��5�\N D �i 5 STEEL PLASTIC ZIP -TIES PER THE 5LOPE CONTOUR. 9 9 9 9 N�� T - POST POST WITHIN TOP 8 " OF 6. TURN THE END5 OF THE FIBER ROLL5 UP 5LOPE TO PREVENT RUNOFF FROM GOING O O O O FABRIC AROUND THE ROLL. THE UP5LOPE POINT 5HOULD BE A MINIMUM 6" HIGHER IN ELEVATION �F/� RUNOFF THAN THE LOW POINT. WRAP ENDS UPSLOPE TO o,� o,� o,� o,� G STANDARD DETAIL ° °1 7 . IF MORE THAN ONE FIBER ROLL 15 PLACED IN A ROW, THE ROLL5 5HOULD BE OVERLAPPED OVERLAP ROLLS I',S, � � , �� $� , CONTAIN RUNOFF FROM 45 ' RADIUS {TYP . ) � o o � o '` TRENCH WITH NATIVE BACKFILL „ ' , .; . . . ' f , � A MINIMUM OF 6 INCHE5, NOT ABUTTED. CONSTRUCTION AREA A MINIMUM 6 " � � � i2 MIN . MIRAFI HPZ70 GEOTEXTILE OR ,� � �'� '' '' ' 4" 8 . FIBER ROLL5 ENCA5ED WITH PLA5TIC NETTING ARE U5ED FOR A TEMPORARY APPLICATION UNDISTURBED AREA �� .}, ��, �,� FABRIC SLICED INTO SOIL ONLY AND 5HOULD BE REMOVED FOLLOWING 5TABILIZATION . FIBER ROLL5 U5ED IN A APPROVED EQUAL (AS NEEDED) ,�v��D� �� WITH COMPACTED MAYn EN EFT W PLICATION 5HALL BE ENCA5ED WITH A BIODEGRADABLE MATERIAL AND PREPARED FOR: � 2 " MINIMIJM DEF7Fi 6, ��N BACKFILL 9 . TEMPORARY IN5TALLATION5 5HOULD ONLY BE REMOVED WHEN UP GRADIENTAREA5 ARE � 5TABILIZED PER GENERAL PERMIT REQUIREMENT5, AND/OR POLLUTANT 5OURCE5 NO 1 " - 3 " WELL - GRADED WASHED ROCK LONGER PRE5ENT A HAZARD. BUT, THEY 5HOULD AL5O BE REMOVED BEFORE VEGETATION BECOME5 TOO MATURE 5O THAT THE REMOVAL PROCE55 DOE5 NOT D15TURB MORE 5O1L - --- �� ' ' B N OTE5 : w' � 1 . INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AND VEGETATION THAN 15 NECE55ARY :;,.;�,,,:, WHEN ACCUMULATED TO 1 /3 THE HEIGHT OF THE FABRIC OR MORE. 10 . FIBER ROLL5 MU5T BE IN5PECTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENT5 � . � ` :: � . FOR THE A55OCIATED PROJECT TYPE AND R15K LEVEL . IT 15 RECOMMENDED THATAT A 13 . RILL5 OR GULLIE5 MAY BEGIN TO FORM FOLLOWING MAJOR 5TORM EVENT5 WHERE RUNOFF HA5 OVERTOPPED � ` ; . �R` " �' Z . REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT - �� CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED . MINIMUM, THE BMP5 BE IN5PECTED WEEKLY, PRIOR TO FORECA5TED RAIN EVENT5, DAILY THE FIBER ROLL5. THE5E RILL5 OR GULLIE5 5HOULD BE PROMPTLY REPAIRED . � DURING EXTENDED RAIN EVENT5, AND AFTER THE CONCLU51ON OF RAIN EVENT5 . NOTES : 3 . SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING 11 . REPAIR OR REPLACE 5PLIT, TORN , UNRAVELING, OR 5LUMPING FIBER ROLL5. � OO N F)tIl St. #4 'IOB ROCK CONSTRUCTION ENTRANCE SHOULD CONTAIN MAXIMUM SIDE SLOPES OF 4: 1 . EFFICIENCY. 12 . 5EDIMENT THAT ACCUMULATE5 UP5LOPE OF THE BMP 5HOULD BE PERIODICALLY Minneapolis, MN , 55403 ROCK ENTRANCE SHOULD BE INSPECTED AND MAINTAINED REGULARLY. ROCK 4. ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE 5O THE ELEVATION OF REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENE55. 5EDIMENT 5HOULD BE REMOVED ENTRANCE LENGTH MAY NEED TO BE EXTENDED IN CLAY SOIL5 . THE BOTTOM OF FABRIC IS HIGHER THAN " PONDING HEIGHT " . WHEN 5EDIMENTACCUMULATION REACHE5 ONE-THIRD THE DE5IGNATED 5EDIMENT REvisioNs: 5TORAGE DEPTH # DATE COMMENT Westw�ood ROCK CONSTRUCTION ENTRANCE G DO5 ��d SILT FENCE G D03 ��d TYPICAL FIBER ROLLS FOR PERIMETER CONTROL G D42 A o2/28/22 Use Byspecial Review Site Plan NOT TO SCALE 5PACING FOR 5TAPLE5 4 ' *AN APPROVED ALTERNATE MAY BE USED * * USE AS NEEDED* 5LOPE RATIO 5TAPLE5/YARD . . . a 2: 1 (H :V) > 1 .2 5TAPLE5 �� /, /, ° `�::; ` �� 2�� !��1��!�� 2 : 1 — 1 :1 I 1 .7 5TAPLE5 i�� ` �` � .,� � �s � ��,�� B E R M ��j�� iiii � � � y TAMP DIRT i�� OVER MAT/ z � VARIES c., �� p ;. �� BLANKET � � � r � f / //�//�/�//\i N a� � � //��//��//��//��/� � /\ \ \ � � 15 ' MIN � � r \�\�% \ %: r � � t �/� r � t r � � GENERAL A A � �' ��`�V RIES ��' 5TAPLE � r �/�� A � PATTERN i��!i �� „ � �i�� + � CL��H ROCK ACCESS ovER�aP � � � � r ��%�i" r � `��"q�Ae�WA�C�� CONCRETE r r ��:� %�' Sd�� r �j �j i� WASHOUT SIGN � ��` � �� r � � EARTH BERM � � r � r �� NON -WOVEN GEOTEXTILE MULTCH & SEED SILT FENCE � r ,��jj�` r �' FILTER FABRIC UNDER . r � �� TYPICAL TREATMENT NOTE. �,��j� � WET 5LOPE LINING D CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT TYPICAL SLOPE � ��`�'` � ��,�i� i i � � A�L� CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. SOIL STABILIZATION `'�`%��` V�1A�� IMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER. 15OMETRIC VIEW WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREA5. NOTE5: 1 . REFER TO THE PROJECT SWPPP FOR IMPLEMENTATION REQUIREMENTS . SECTION A -A 2 . MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE. 3 . SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS . 1 . 5 ' MIN SILT FENCE 4 . MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. S . LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH IMPERMEABLE LINER THE SOIL. 6. DO NOT STRETCH . 7. BLANKET TYPE AND WEIGHT MUST BE CHOOSEN BASED ON SITE CONDITIONS AND . MANUFACTURERS RECOMMENDATION5. , 8. STAPLE LENGTHS SHALL CONFORM TO MANUFACTURERS RECOMMENDATIONS. Westwood CONCRETE WASHOUTAREA G DOV W��d TURF REINOFORCEMEONTIMATS FOR SLOPES G D21 E PANEL AT 60 DEGREE TILT . = z � � � ° _ ~ USS Coa burn w � � x ✓ = z ¢ Q a � � � � w ° ¢ Solar LLC Nwo O � � N � F Weld Cou nty, Colorado STEEL POST F I N I S H ED G RAD E -� ,� ,� ,� ,� ,� ,� � �� ,� ,� ,� ,� ,� ; ,� ,� ,� ,� ,� ,� ,� Y {60 DEGREES MAX TILT ANGLE) {0 DEGREES) {45 -60 DEGREES MAX TILT ANGLE) Typ i ca I D eta i I s 0 w � � 4 Westw000d EAST OR WEST - TYPICAL TRACKER ELEVATION T R K W�� TYPICAL SOLAR TRACKER PROFI LE VI EWS T R K � (NOT TO SCALE} (NOT TO SCALE) � � N N O N � N N � � d PRELI M I NARY , � � NOT FQR CONSTRUCTIQN M 0 O C � DATE: 02/ � U/ � 02 � � a � 0 4 U J 0 a SH EET: 0 � . m O O Z 1 2 3 4 5 6 7 8 9 � woo TOP OF BASIN NOTES: EMERGENCY OVERFLOW (SEE DETAILS BELOW) 1 . OUTLET PIPE SHALL BE CORRUGATED PE SMOOTH Phone { 608} 821 - 6600 8401 Greenway Blvd ., Suite 400 �� INTERIOR PIPE MITERED TO CONFORM TO FILL Middleton, WI 53562 SII.TFENCEOR NWL � � /�� westwoodps.com 07�ffiRpppRpVED 2' x 2' DROP BOX �� ' Z . SEE PLAN SHEET FOR OUTLET ELEVATION AND STORAGE Westwood Professional Services, Inc. P$R3I1'�TER 12" OUTLET PIPE (TYP) �j/\�\/j\/%\//\ WITH SAFETY GRATE /\\//�� REQUIREMENT CONTROL '°' / /��/��/��/��/��/ wavc oRFicE � /\\�/\\�/\\�/�\�/�\�/�� PLATE 1 .5 ' DEPTH � \\�� 3.0' � � � � � � � � �\\ MIN � � � � �/��/��/� /� /� /� /� /� /� /� /� �� BASIN ELEVATION //\/\�r�� \ /\//\ // BA51N PROFILE SUMMARY TABLE �\/��/� VI EW BOTTOM 4680.0' � 5' NWL/CULVERT INLET 4680.0' EO F 4681 . 5 ' RI P - RAP TOP 4682.0' POND/BASIN �'� 6 � �; FILTER FABRIC ouT �ET PiPE sizE 7z" POND/BASIN 12" 1S" OUTLET PROFILE VIEW ExrSTirv� PREPARED FOR: GROUND SOIL THAT IS 3TOCKPILED ON3ITE SHALL BE B ENCLOSED WITH SILT F�NCE OR OTIiER APPROVED — -- �� : , __ s : �� :: / ..�.q. . PERIlMD31`ER CONTROL. � ' z :;,; ,,.,: IF TI� SOIL LS TO REMAIN EXPOSED FOR MORE RI P - RAP ;?` � ,� � � , :::,_ .q.. . . �� THAN 7 DAYS, IT SHALL BE HAND BROADCASTED . _. _. °� �°� �� ov:�, ANDM[ILCHEDACCORDINGTOTI� PROJEGTSWPPP. TOP OF POND/BASIN , INSTALL RIP - RAP DOWN 1 POND/BASIN TO THE EXISTING 1 OUTLET 51DE VIEW FILTER FABRIC CONTOURS OUTLET PLAN VIEW GROUND TIE- IN 100 N 6th St. #410B MAXIMUM � � g � Minneapolis, MN , 55403 . . �. . 2 � �.. : . . . �. . � SILT F�NCE OR � ' ` � � � . : .' �. . � . ..� : .. ' . . : : �� 01T�RAPPROVED REVISIONS: # DATE COMMENT � � - �� • - • - ' � � PER�� WestVMOOd WET SEDIMENTATION BASIN & LIVE STORAGE BERM G DO 'G A o2/28/22 Use By Special Review Site Plan � . : . . _ � CONTROL •, . , ; , . ' , {NOT TO SCALE) � . � . . . . : - . . `• . . ' . . . . . ,, . . _ . . � , . . . . C =! i I1=1 I - _�I;�-I I I-�rI I I-il I I I I I I� I � � � ,��I1„� I , , ,IITI i�i�� i i ll�l i�ll.�� . .I I I , � i I � � � �-� � r '�!I��r� � � � �- � � � 1 ' M I N C O V E R A B O V E -I I I� " �-1 1 1-�� CULVERT M A T C H I N T O E X I S T I N G G R A D E NATIVE GROUND STOCKPILES SHALL BE LOCATED ONSITE 16' ACCESS DRIVE 4 : 1 MAX SLOPE MATCH INTO EXISTING GRADE 4: 1 MAX SLOPE DRAINAGE STRUCTURES LOCATED AT SITE ENTRANCE. SEE PLAN SHEET C. 200 Westwood TYPICAL SOIL STOCKPILE PROTECTION S SO � NOT TO SCALE EXIS�ING S?•j Ql EXISTING GROUND CULVER7 GROUND TJ'�A ,� J � - 1 . 5 ' MIN INSTALL CULVERT TO MATCH EXISTING DITCH SLOPE, SET INVERT 6" BELOW DITCH BOTTOM D STABILIZE SWALE SIDE Westw�ood TYPICAL CULVERT SECTION VIEW G D01 SLOPES AND BOTTOM USING EROSION CONTROL BLANKET Westwood VEGETATED DRAINAGE SWALE D N - 20 NOT TO SCALE E USS Co burn g Solar LLC F Weld Cou nty, Colorado _ Typical Details Y � W � ` Wc G 4 m � � � N N O N � N N � � d PRELI M I NARY , � � NOT FQR CONSTRUCTIQN M 0 O C � DATE: 02/ � U/ � 02 � � a � O 4 U a SH EET: � c . 4oz m O O Z � woo DEVELOPM ENT STANDARDS Phone { 60$} $21 - 6600 8401 Greenway Blvd ., Suite 400 Middleton, WI 53562 westwoodps.com 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 WestwoodProfessionalServices, � n�. 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 to the De� elopment Standards stated hereon . ( Department of Planning Services ) coal . Under title 34 of the Colorado Re � ised Statutes, minerals are vital resources because (a } the 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 . Appro� al of this plan may create a �ested 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 County Code . ( Department of Planning Services} according to a rational plan, calculated to a �oid waste of such deposits and cause the least 19 . The property owner or operator shall be responsible for controlling noxious weeds on the site, practicable disruption of the ecology and quality of life of the citizens of the populous counties of the 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 . materials . ( Department of Planning Services) 20 . The access to the site shall be maintained to mitigate any impacts to the public road , including 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 Ser� ices ) areas must recognize the �arious impacts associated with this development. Often times, mineral 21 . Weld County will not replace overlapping easements located within existing right - of- way or pay to resource sites are fixed to their geographical and geophysical locations . Moreover, these resources PREPa,REo FOR: 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 . _ _ �� . n . 22 . There shall be no parking or staging of �ehicles on public roads . On - site parking shall be utilized . ,4,;; 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 producti �e ��, , : � _q�'�� 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 � - �`:�'� , 23 . The historical flow atterns and runoff amounts on the site will be maintained . ( De artment of Public total market �alue of agricultural products sold . The rural areas of Weld County may be open and p p 100 N 6th St. #410B 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 Minneapolis, MN , 55403 recognize and accept there are drawbacks, including conflicts with long - standing agricultural 8 . All signs shall adhere to Section 23 - 2 - 240 .A . 12 , Chapter 23 , Article IV, Division 2 and Appendices Z4 . 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 incenti �es REv � s � oNs: 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 # oaTE coMMENT A 02/28/22 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 Z5 . 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 de� ices . ( 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 Ser� ices) 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 gra �el 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 e� idence of an approved Emergency Action and trapping acti � ities; 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 Ser� ices) 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 ., pro� ides 11 . A Flood Hazard Development Permit is required for all construction or development occurring in the Public Health and En � ironment 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} . De�elopment 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 unimpro �ed 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 , exca � ation, 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 29 . 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 se�en 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 re�ocation 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 appro �al of a Use including law enforcement, ambulance, and fire . Fire protection is usually pro � ided by �olunteers 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 pa �ed road . Snow En � ironment) 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 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 � ines, 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 u SS � � a b u rn fugitive dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions . De artment of Plannin Services is notified b the landowner or when the De artment of Plannin for their safet but also for the rotection of the farmer ' s livelihood . ✓ P 9 Y f P 9 Yf p 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 ( Department of Public Health and Environment) notice to the landowner asking that the landowner request to vacate the Use by Special Review So I a r L LC Permit . " 16. During construction, adequate toilet facilities and handwashing units shall be provided . Portable Weld Cou nty, Colorado 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 � acate the Use by Special Re� iew Environment) Permit, a hearing shall be scheduled with the Board of County Commissioners to provide the ; landowner an opportunity to request that the Use by Special Review Permit not be vacated , for good Weld Cou nty - w cause shown . The landowner shall be notified at least ten ( 10) days prior to the hearing . If the Board 4 of Count Commissioners determines that the Use b S ecial Review has terminated and no ood w Y Y p g Development � cause has been shown for continuing the permit, then the termination becomes final and the Use by � Special Review Permit is vacated . 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OF SEC. 24 FND. BENT #6 REBAR W. NO CAP (CALCULATED POSITION) dS 89°59'41° W 254.26' RECORDED EXEMPTION No 0803-24-4 RE -4581 FND. #4 REBAR W. NO CAP BUILDING ENVELOP LOT B PART OF THE SOUTH HALF OF THE SOUTHEAST QUARTER SECTION 24, TOWNSHIP 6 NORTH, RANGE 65 WEST OF THE 6th PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO N 89°55'20" E 2661.05' LOT B 69.749± ACRES 68.474± ACRES (NET) S 00°00'18" W - - `55.00 254.26' 1041.67' -30.00' _ S 89°59'41 SOUTH 1/4 COR. SEC. 24 FND. 3 1/4" AL. CAP ON #6 REBAR L.S. 10855 W 1325.93'- W.C.R. #66 SOUTH 1/16 COR. ON E. LINE OF SEC. 24 END. 2 1/2" AL. CAP ON #6 REBAR L.S. 9644 NORTH WELD COUNTY WATER DISTRICT WATER LINE EASEMENT i 7 7 i / Vi v.1 �� r", 30; AG. ACS(/;) Le' / v;., / V,, • v„, / v„4. // LOT A r, / 9.082+ ACRES (;; 7.811+ ACRES (NET) Vi Vi BUILDING ENVELOPE , LOT A �� 930.05' N 89°59'42" W 1326.10'-- - -- ----- (30' R.O.W.) EAST 1/16 COR. ON S. LINE SOUTHEAST COR. SEC. 24 OF SEC. 24 FND. 3 1/4" AL. FND. 2 1/2" AL. CAP ON #6 REBAR CAP ON #6 REBAR L.S. 22098 L.S. 235O1 W.C.R. 66 PETITION TO OPEN ROAD BOOK 4, PAGE 179 2/25/1886 NOT ALLOWED AS DESCRIBED BOOK 4, PAGE 199 4/15/1886 PETITION TO OPEN ROAD BOOK 5, PAGE 54 4/12/1888 APPROVED BOOK 5, PAGE 96 7/23/1888 OWNERS: Gerald L. & Janet M. Roth 32100 Weld County Road 49 Greeley, Colorado 80631 Lot B of Amended Recorded Exemption No. 0803-24-4—AMRE1410 as recorded at Reception No. 2723285, dated 28 of September, 1999 in the office of the Weld County Clerk and Recorder. Said Lot B being a part of the south half (S. 1/2) of the southeast quarter (SE. 1/4) Section 24, Township 6 North, Range 65 West of the 6th Principal Meridian, County of Weld, State of Colorado. PROPERTY OWNERS' CERTIFICATE We, Gerald L. and Janet M. Roth, being the sole owners of the above described property do hereby subdivide the same as shown on the attached map. We understand this property is located in the A —Agriculture zone district and is also intended to provide areas for the conduct of other uses by right, accessory uses, and uses by review. We do hereby dedicate, for the benefit of the property shown or described hereon, easements for the purposes shown or described hereon. LaidL. IN oth et M. Ro h The foregoing certification was acknowledged before me this_s__day otQj2007 by Gerald L. & Janet M. Roth Witness my hand and seal. M ' commission e ary Public O BILLIE J. MOORE NOTARY PUBLIC STATE OF COLORADO SURVEYOR'S STATEMENT 25 APPROXIMATE LOCATION OF EDGE OF COUNTY ROAD LOT AREAS (GROSS) LOT A = 9.082+ ACRES LOT B = 69.749± ACRES TOTAL = 78.831± ACRES A4 a, 00 03 _a N `c'nt' d� oO,• t „erg z°o o NC417 MW o\a. iri (VC), ON Q M cn "- : c`▪ lCL am O c% w 3m< W W.C.R. #49 -.•--(30' R.O.W.) (19 I, Jasper Freese, a registered professional land surveyor in the State of Colorado do hereby certify that the survey represented by this plat was made under my personal supervision, and that this plat is an accurate representation thereof. I further certify that the survey and this plat comply with all applicable rules, regulations and laws of the State of Colorado, State Bard of Registration for Profes ay_ "neers and Professional Land Surveyors, and Weld County F Jo Dat FCOL `.:. 4392 f Freese Engineering 2-00 BASIS OF BEARINGS The Bearing of South 00'21'32" East between the south 1/16 corner on the east line of Section 24 (monumented with a 2 1/2" aluminum cap, L.S. 9644 on a #6 rebar in a range box) and the southeast corner of Section 24 (monumented with a 2 1/2" aluminum cap, L.S. 23501 on a #6 rebar in a range box) is assumed. NOTICES: 1) According to Colorado law you must commence any legal action based upon any defect in this survey within three (3) years after you first discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. 2) At the request of our client, recorded easements and rights —of —way have not been researched by us or shown on this plat. The easements and rights —of —way which may be shown hereon may not be complete, area based on general information, and are to be used only in this context. ACCEPTANCE This blat is accepted and approved for filing. Director Dep ent of Planning Services f ^ The foregoing certification was acknowledg d before me this_ k! __day of My commission expires: Wi y han I Notary Public NOTES 1) *) 2) 3) 4) 5) rio„ BILLIE J. MOORE NOTARY PUBLIC STATE OF COLORADO _ 2007, All proposed or existing structures will or do meet the minimum setback and offset requirements for the zone district in which the property is located. Pursuant to the definition of setback in the Weld County Code, the required setback is measured from the future right—of—way line. No building or structure as defined and limited to those occupancies listed as Groups A, B, E, F, H, I, M and R in Section 302.1 of the 2003 International Building Code, shall be constructed within a 200 —foot radius of any tank battery or within a 150 —foot radius of any wellhead. Any construction within a 200 —foot radius of any tank battery or 150 —foot radius of any wellhead shall require a variance from the terms of the Section 23-3-10 of the Weld County Code. Any future structures or uses on site must obtain the appropriate zoning and building permits. Lot A is not eligible for a future land exemption in accordance with Section 24-8-20.C.1 of the Weld County Code. All structures requiring building permits shall be located within the designated building envelope. Prior the the release of building permits, the applicant shall submit a recorded deed describing the Lot upon which the building permit is requested with the building permit applications. The legal description on such deed shall include the Lot designation and Recorded Exemption number. 6) Prior to the release of building permits, the applicant shall submit evidence tot he Department of Planning Services that Lot B has an adequate water supply of sufficient quality, quantity and dependability. 7) Prior to the release of building permit, the applicant shall submit evidence of approval from the Galeton Fire protection District to the Weld County Building Department. 8) Potential purchasers should be aware that Lot B may not be eligible for a domestic well permit which allows for outside irrigation and/or the water of stock animals. The State Division of Water Resources issues all well permits. 9) Potential purchasers should be aware that groundwater may not meet all drinking water standards as defined by the Colorado Department of public Health and Environment. The Weld County Department of public Health and Environment strongly encourages well users to test their drinking water prior to consumption and periodically there after. 10) Potential purchasers should be aware that approval of this Recorded Exemption doe not guarantee that well permits will be issued for the lots. Any lot may be deemed non —buildable if the lot owner is unable to obtain a well permit. The State Division of Water Resources issues all well permits. 1 1) Should noxious weeds exist on the property or become established as a result of the proposed development the applicant/landowner shall be responsible for controlling the noxious weeds, pursuant to Chapter 15, Articles I and II of the Weld County Code. 12) Recorded Exemptions adjacent properties may raise the issue of compliance with the intent of the Recorded Exemption Process. Approval of this Recorded Exemption does not guarantee approval of future applications on adjacent properties. 13) Building permits shall be obtained prior to the construction of any building. Buildings that meet the definition of an Ag Exempt Building per the requirements of Section 29-1-20 and Section 29-3-20.B.13 of the Weld County Code do not need building permits, however, a Certificate of Compliance must be filed with the Planning Department and an electrical and/or plumbing permit is required for any electrical service to the building for water for watering or washing of livestock or poultry. 14) Any disturbance of wetlands shall require the applicant to contact the Army Corps of Engineers for permits pursuant to Section 404 of the Clean Water Act. 15) Effective January 1, 2003, Building Permits issued on the proposed lots will be required to adhere to the fee structure of the County Road Impact Program. (Ordinance 2002-11) 16) Effective August 1, 2005, Building permits issued on the subject site will be required to adhere to the fee structure of the capital Expansion Impact Fee and the Stormwater/Drainage Impact Fee. (Ordinance 2005-8 Section 5-8-40) 17) WELD COUNTY'S RIGHT TO FARM Weld County is one of the most productive agricultural counties in the United States, ranking fifth in total market value of agricultural products sold. The rural areas of Weld County may be open and spacious, but they are intensively used for agriculture. Persons moving into a rural area must recognize and accept there are drawbacks, including conflicts with long—standing agricultural practices and a lower level of services than in town. Along with the drawbacks come the incentives which attract urban dwellers to relocate to rural area: open views, spaciousness, wildlife, lack of city noise and congestion, and the rural atmosphere and way of life. Without neighboring farms, those features which attract urban dwellers to rural Weld County would quickly be gone forever. Agricultural users of the land should not be expected to change their long—established agricultural practices to accommodate the intrusions of urban users into a rural area. Well run agricultural activities will generate off —site impacts, including noise from tractors and equipment; slow —moving farm vehicles on rural roads; dust from animal pens, field work, harvest, and gravel roads; odor from animal confinement, silage, and manure; smoke from ditch burning; flies and mosquitoes; and the use of pesticides and fertilizers in the fields, including the use of aerial spraying. Ditches and reservoirs cannot simply be moved out of the way of residential development without threatening the efficient delivery of irrigation to fields which is essential to farm production. Section 35-3.5-102, C. R. S., provides that an agricultural operation shall not be found to be a public or private nuisance if the agricultural operation alleged to be a nuisance employs methods or practices that are commonly or reasonably associated with agricultural production. Weld County covers a land area of over 4,000 square miles in size (twice the State of Delaware) with more than 3,700 miles of state and county roads outside of municipalities. The sheer magnitude of the area to be served 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, including law enforcement, ambulance, and fire. Fire protection is usually provided by volunteers who must leave their jobs and families to respond to emergencies. County gravel roads, no matter how often they are bladed, will not provide the same kind of surface expected from a paved road. Snow removal priorities mean that roads from subdivisions to arterials may not be cleared for several days after a major snowstorm. Snow removal for roads within subdivisions are of the lowest priority for public works or may be the private responsibility of the homeowners. Services in rural areas, in many cases, will not be equivalent to municipal services. Rural dwellers must, by necessity, be more self—sufficient than urban dwellers. Children are exposed to different hazards in the county than in an urban or suburban setting. Farm equipment and oil field equipment, ponds and irrigation ditches, electrical power for pumps and center pivot operations, high speed traffic, sand burs, puncture vines, territorial farm dogs, and livestock present real threats to children. Controlling children's activities is important, not only for their safety, but also for the protection of the farmer's livelihood. Parents are responsible for their children. I f _ W W U) to i- U) a W A N 0 O Q 0 J 0 0 r= W J W O W n ce a, O O 4 N M 4' LLI U V) rn LU z ENGINEERING r _ 4' DESIGNED BY: DRAWN BY: S.L.D. L CHECKED BY: PROJECT NO. 2007-044 W I a O n O O N Q J N z 0 U) W cr 0 a O 0- 0 O First Review. Second Review. a 0 C si w a O 0 U) co O In 0 z p4 M p EXEMPTION RECORDED #66 & W.C.R. 49 U s - co LU COLORADO O J !iJ L 0 z 0 U J 1 U) to z co I N U LU u7 u_ O vi 0 O N 11 H W W 2 U, Hello