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Address Info: 1150 O Street, P.O. Box 758, Greeley, CO 80632 | Phone:
(970) 400-4225
| Fax: (970) 336-7233 | Email:
egesick@weld.gov
| Official: Esther Gesick -
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20083824.tiff
Jacqueline Hatch From: Ken Alles [allesco@comcast.netj Sent: Friday, June 13, 2008 11:40 AM To: Jacqueline Hatch Subject: RE: changes to USR-1615 plat I did send you a message stating that it was fine to make the changes. Ken Alles Original Message From: Jacqueline Hatch [mailto:jhatch@co.weld.co.us] Sent: Friday, June 13, 2008 11:21 AM To: allesco@comcast.net Subject: changes to USR-1615 plat Ken, I'm following up to see if it is okay for me to make the following changes to the mylar for USR-1615. The Planning Commission signature block needs to be changed to reflect the Commission and not the Director. If it is okay for me to make those changes please let me know. Thanks and let me know if you have any questions Jacqueline 2008-3824 1 P L 1911 Jacqueline Hatch From: Jacqueline Hatch Sent: Tuesday, May 27, 2008 2:40 PM To: 'Brian Dingels' Subject: RE: Permit Brian, I have looked over the mylar that was submitted and it needs to be signed by the property owner. It is noted that Ero Guard West in the current property owner. Since the property has changed hands since the application has been submitted I will need the Articles of Incorporation stating who can sign for Ero Guard West. The person that is outlined in the Articles of Incorporation is the one that needs to sign the mylar. I will leave it at the front counter in the south office for someone to come in and sign. I will also need $21.00 for recording fees. If you have any questions please do not hesitate to contact me. The building permits will be released once the recording fees have been paid and the plats have been signed. Thanks, Jacqueline Original Message From: Brian Dingels [mailto:brian@ero-guard.com] Sent: Tuesday, May 27, 2008 8:20 AM To: Jacqueline Hatch Subject: Permit Jacqueline, Can I send one of my guys to pickup the building permit now that everything taken care of with the USR? Thanks, Brian Brian Dingels President Ero-Guard, Inc Ero-Guard, Inc Corporate HQ Mapleton Plant 731 Prior Ave North 412 Hwy 22 South St Paul, MN 55104 Mapleton, MN 56065 P: (651) 209-1100 (507) 524-3394 F: (651) 917-0111 (507) 524-3859 C: (612) 382-2783 1 MAY-15-2008 THU 11:43 AM " " ENVIRONMENTAL HEALTH FAX NO. 97" '04 6411 P. 01/01 20081'1dAY/12/MON 01:41 PM VISTAR FAY Mc 3036627560 K002 Porm No. OFFICE OF THE STATE ENG NEI N x-26 ' COLO�o DIVISION Or Wa� ESOURCES ma danlennkd 1 tNa w ,,MEW. (902)8054621' .,_,a,,.,...�,._.d.........�LIC "'rte , • WELL PERM IT,HUMPMER_AMR ..F—•' ,APPLICANTDN.1 WD 1 �.BASIN MD J W-I D'Qp�j4214 NE 114'1 SW 1/4 Soldn 20 h ORTON PAM,I&II LLD 6 THREE HA LLD 1'arrtluhip 2 N 'Range 6+I W aBtiflh Ia,M. .CM IIIIeHOPUaROQQEN ASSOC INC ataitatilstrna . Line WAve #14f,1f) 99914 Ft.from f&with Sectlgn Wt= � 1�N A 999 8T • ENt;LEWQQQ,co 60110- • 1969 Kt= Wart gedion Una 11Yj$COpft ItjATES ItNntara.7rYroe19,NA06<) l ad aoe.ear� Nonni a: p CON81'RIJGT A �.. -,... ".---- . IS91UANCE•OF THIS PERMIT DOER NOT G0NFEIi A WATER RIGHT CONNIVES_CIFAp.PROVA1- 11 This well 6112110s used in saran a W1y as to woo no material glary to own water rights, Ma basin old*gams dada sat wady*that flu Wow wall gnaw to gnaw*end water righte►pradda loather MOW 10*Mild outer ay111 No mom rallst'NINA cam gedoh, 21 T1w eanaNgra►or this W411 shin his In aompA2lki Wblt the WOW Wolf C4mmnlivn Rut*r 2 COW dClt-2.union opploVel eta vwidlto*Ms boon wonted by Ills I nN fiord of hsunlnara of WaNd WAIT 9Inalted on eitd Pump installation Canirootarw II aaaudf itoo w1111 Rtdu 111. St Approved'outwit to CRS 37rao#C7(4)au thG INM 5II NS*0(0(0 R'nplhs a doled M t 2,2007 41 TN wss or ground loiter from ail wolf lo limbed to Indueldat,IttisetiON gommsrolel,Welleetia,4T gR protedl0n,The ommr NW Di • owbhenoed us squatted. d) The pfdtr$i OW Of thw Wll ahaN not owed id f241. ' to The aupraas annual snburd of wound wilt'to tnr apprapdalod obit nat Maid 0.2 avo flak 1) Pradudlon Is snail to the to fmio Potts Ho Miller which la boated 046 reel oohed kind outlaw end aliens toe dept of 909 fast.Plain . aping must be'WNW owl grouts gamma the WAWA'at ground wale PO oumf aUnh(p OM Ito mawmunt of ground wear **wan eq deith a) Pig°nibs°math of that*.Old be 3eolthset ally twin lid rodelrod by halo 0 or the atONrAde MooulbadaiV aretNnd Wale R OH P11d'ts ihetalgnp lasing, a) The owner ahaU triwlk the well In a ocgNpg2sub place YAllr well Wilk Weaker"Mnw of Ow iqu2s,and arutl ago numbar(s)as .. Ipprop►iia.'rte owner shall take gocega y croons add I foaedfar a to prgawrye those reeldngr. 10) A tomaldnn flow MOW rorief be MOOS anti*NI end ItlaAtltd'wd In said Working War. I+emtWlent ttxerdo of 0A*Noland rowst ha . nretnhdnad by Mead owile(ratdq'0 to twit 0nnINi1Y)add/aiaefpod fa tiro DhOsiao!'hgbapot tam raquasl •II) not wall shall bs aanatntdnd at lust dm alai from alga enfoldg wall,aarapbdad in abt oumu NOM 0011s not owned by ilw Rolm iL ' 121 Tblo well shall be odrairlatllo not MR lien=fart from dm WNW cpgghlld all WO prltlnk la) Puratdrrt to CR9 a7.50-11R(a11b)and VW Ctehobr 6aob Rrlaw OA Meer*then 00%of 11w nail below Wound weerwilhprewq awl*NM ' be ganeumod and Ow Nall pinata ahil di rmadIntle Ws the reaaanaida niaii011an of all Mae a11f11neof plait IkP naval 2120 0ilifr of the Water withdrawn WV be ceaeumsd. 141 This Walk w44)saf to adadniatratlon by tike r iv0(an Qnglnesr Inacaord/hpe with appllaaWle d6areea,Attila,aside,rah►Met1l:AIoA6- NGtI'a!Thn tree of We WHO wWtaw Ili artlhw1oad amount dolor from INI havMpnawable agdfor trial IM his dim flu 100 Vela WO w*b the dmfnan pleader to its equNir le dI0C*d•dye le ifelloipatnl water Wei deollaes„ • NOTE To ammo a=Winn NORM ilk Odds Will,psiforaNa cooing should b1001 thrush ins oMku, ••,,;,y-Inland Of the upptavad aorta all agrdfot Wiese*above, irri►, . . 46:'" r - APPRQVLp ,/ / / , Porn . low ROC ►•.Si DATE :,' •:...yam-«,• ;r 1 Z8/Z6 38trd :NerAi53ft bLS9TV6AZL • 08101 889Z/ZT/90 Page 1 of 2 Jacqueline Hatch From: David Snyder Sent: Monday, May 12, 2008 2:19 PM To: Jacqueline Hatch Cc: Don Dunker Subject: USR 1615 improvements Attachments: access culvert from west swale outlet- no trm.JPG; south swale looking east.JPG; parking area.JPG; south swale looking west 2.JPG; west swale looking north.JPG; culvert under main drive.JPG; east towards pond.JPG; 76 frontage road culvert- pond outlet.JPG; pond outlet.JPG; TRM in pond.JPG; east culver outlet -no trm.JPG Jacqueline, For the onsite improvements for the project,there are still a few things needed to be done. ❑ Straw bale barriers were not in the swales as shown on plans and the swales appear to be bare soil. ❑ TRM is not installed as shown on plans. ❑ Swales and pond appear to have high and low spots from improper grading that could create pools and affect flow. ❑ Parking area of parcel appears to be in soil, not gravel/all weather surface as stated on plans. ❑ Installed"outlet" of pond appears to be a 4"PVC pipe buried, not a 15" RCP w/headwalls and Water Quality Capture Volume orifice plate as shown on plans. ❑ Culvert on west side under the drive has large amount of dirt blocking any potential flows from the west swale. Please see attached pictures. If you have any questions, feel free to call or email. David Snyder, E.I. Engineer Weld County Public Works Department P. O. Box 758 Greeley, CO 80632 (970)304-6496, Extenstion 3745 05/12/2008 Jacqueline Hatch From: Don Dunker Sent: Monday, May 12, 2008 9:20 AM To: Brian Dingels Cc: Jacqueline Hatch; David Snyder; Don Dunker; David Bauer Subject: RE: Ero-Guard Brian, We have reviewed the project materials and visited the site, Dave Snyder is in the process of putting together comments from the site visit of what may be required to be done to conform to the accepted drawings . I believe the drawing and drainage report are complete and the County can accept them. I think he will have the comments out by end of business tomorrow. Let me know if you have any other questions . Thanks, Don Dunker, P.E . Weld County Public Works Original Message From: Brian Dingels [mailto:brian@ero-guard.com] Sent : Monday, May 12 , 2008 7 : 57 AM To: Don Dunker Cc : Jacqueline Hatch Subject : Ero-Guard Don, I was just checking the status of your approval for my project out in Keenesburg along I-76 frontage road. To my understanding you received a drainage plan from my engineer about 10 days ago. If there is something you would like us to change or correct please let myself or the engineer know ASAP. We have been trying for almost a year to get this stuff completed, and after your sign off we should be ready to get building. Thanks for your time, Brian Brian Dingels President Ero-Guard, Inc Ero-Guard, Inc 1 I Corporate HQ Mapleton Plant 731 Prior Ave North 412 Hwy 22 South St Paul, MN 55104 Mapleton, MN 56065 P : (651) 209-1100 (507) 524-3394 F: (651) 917-0111 (507) 524-3859 C: (612) 382-2783 2 *' "•0 1„, � a' ` E " *.e fi , ' qU - - ..;'55'l- `. 1' h'.._ :y„ .a', i",1•4-'"' °.°z. $ ,J"'" ° c,r><3^ E" ,., ,,eg,=„ a"{ c _ . ° ,-„, r J �� yi - ` . fie"`Ra° •,, '°¢¢¢" , , ,,,,,%„;,,,„-a.'> 'i t Yes' t r'yF£aa5�' .y '.. -,Jr ^ ; 1 `, _ '!S#•', 'i. ° ., ,5", "r.; - - , ... ,‘ - '155-'..?„ 511,5 - • •••4.. .,k,-55,1,..;- ,5,-,554551..Ve.‘ _ „ , A. * 2, .. wa 'i • x • , +m X " ,''"' ,''.:',5;`105.A75574;21/,`' ' " b ds�; .4:�,. ,fir . oaf ° � r' ' ti>.MV ` '" sP.`',may :gy;a"1 °'.y," ,..< " :,g .,- r''�a," -i' f‘ �- '",,,./1.A.,-'5'''. .---5-'1";*,, ;'S°; _ $ fie:,^ .w" 99 ">--'.. ; ' -�z.. ^ mow,' <r,' a a £ac-^ ` :m'. �. ��"'. .,yp•• y,, .. 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' u 5zs.,�. ,�� ' �� � �a} �,:� �r ,; st- � �� ,., � �''��° � �i �,�'� '� .�a � '�" � � a ����, �, � ., ..:�`�� ��.����; � e� ���� _���� s��� �;�'�, �� ��;�,� ` �, ����� � �,� � � <. . .»,a .:� ����., e� � � .�_: .... „ .: , ;",; , �' ;� J ?� �� ` �' ��s� � �.` �`� u�� ���y.,,�����ar� "�a�� s:`�"_'`'�" � §� � a'"�C"���. `' �#x� �s ±�, r��'� �r �v�,,Y�;� �� .��,� . ��n., � �� � � o- � . �.e�. ;�: �� � '�, � '. � � �.�����i.3� F '� � £ �7 � � - _d�,. ..� , �� .R -.:. .',.-.: � � "��"i�� {d?/ - �•:.. � � ..�,- I . ..�.:.w.�_._s? "sv . _ . ` . , . . w ' . , .,�. �t.,.�',� , ...�z���°5M"� .. ,�.R..�:��\��.��a _. .., :,.�.`��.�,�`..�".�. , ,.. ,s. _ � „ � `' 5a� . �� - ' n� •. I C �'�F'' .. .. ., � ,,,. .,.,, , s ._ . - ' . - ' .: k R , 9 . �s ,�' � . *}'"�.,. .. .. � .. � . . y.�:.,: , 3x 2�2 .. � .. .. l e' 1 � L.�. .._ _.........._.....................�.................s........�.i...bs ��w...A...rM1....t_,�..,..._._�...�� .. , . �...��.._..._� ..._ _.� _y�..�....,,.._. �..,..,w_._.,.�..,....�......._._._._.,�....a.��...___�-------'—�----� � ` Page 1 of 3 Jacqueline Hatch From: Jacqueline Hatch Sent: Tuesday, May 13, 2008 9:13 AM To: 'Brian Dingels' Cc: David Snyder; Don Dunker Subject: RE: USR 1615 improvements Brian, Thanks for the quick response. Yes, you can submit a Private Improvements Agreement for the site. What we will require is that the Improvement Agreement application be filled out and submitted to me. I will forward it on to the Department of Public Works to review and accept. Once both the Planning Department and the Department of Public Works has accepted the draft Improvements Agreement you will need to submit the form of collateral. Once the collaferal is received I will schedule a Board of County Commissioners hearing to accept the collateral (that takes about 1 to 2 weeks). The advantage of doing the Improvements Agreement is that the mylar plat will be able to go forward. Once the mylar is submitted to our office for recording the Building Permits for the structure can be issued. You can download the Private Improvements Agreement off the County webpage at www.co.weld.co.us in the left column go the Planning Department and then again go to the Planning Department there you will find Land Use Applications where the Private Improvements Agreement is located. If you have any questions please do not hesitate to contact me. Thanks, Jacqueline _.._....................................................._.__._�._....___.........................................................._.._................................_....__............_..................._........................... , _ , _. . _ ..._ . _..._............... , _ _ _ __ From: Brian Dingels [mailto:Brian@northern-geo.com] Sent: Tuesday, May 13, 2008 7:10 AM To: Jacqueline Hatch Subject: RE: USR 1615 improvements Jacqueline, I have reviewed their findings, I did not have a copy of the plan to do my improvements that it requested(the county got the first set hot off the press). I will get right on it. The erosion and TRM part of things, I will do myself and should only take a day being that we are in that business. Changing the 4"pipe outlet to the 15"with the headwall is going to take a bit more. I am having one of my guys get an estimate this morning on it. I don't know how hard the process is to bond it,but if I could bond that so we can get the building going ASAP I think that is the avenue I would like to choose. I can have the estimate on it and a check for the bond to you this afternoon, after that are we ready to go? 5/13/2008 � ' Page 2 of 3 Thanks again, Brian From: Jacqueline Hatch [mailto:jhatch@co.weld.co.us] Sent: Monday, May 12, 2008 4:00 PM To: bfdingels@hotmail.com; Brian@northern-geo.com; brian@ero-guard.com Subject: FW: USR 1615 improvements Brian The email below is from the Public Works Department. If you have any questions please do not hesitate to contact me or Public Works. Thanks, Jacqueline From: David Snyder Sent: Monday, May 12, 2008 2:19 PM To: Jacqueline Hatch Cc: Don Dunker Subject: USR 1615 improvements Jacqueline, For the onsite improvements for the project,there are still a few things needed to be done. ❑ Straw bale barriers were not in the swales as shown on plans and the swales appear to be bare soil. ❑ TRM is not installed as shown on plans. ❑ Swales and pond appear to have high and low spots from improper grading that could create pools and affect flow. ❑ Parking area of parcel appears to be in soil, not gravel/all weather surface as stated on plans. 5/13/2008 � • Page 3 of 3 ❑ Installed "outlet"of pond appears to be a 4"PVC pipe buried, not a 15" RCP w/headwalls and Water Quality Capture Volume orifice plate as shown on plans. ❑ Culvert on west side under the drive has large amount of dirt blocking any potential flows from the west swale. Please see attached pictures. If you have any questions, feel free to call or email. David Snyder, E.L Engineer Weld County Public Works Department P. O. Box 758 Greeley, CO 80632 (970)304-6496, Extenstion 3745 dsnvder ir)co.weld.co.us 5/13/2008 Page 1 of 2 s-� -, Jacqueline Hatch From: Jacqueline Hatch Sent: Friday, May 09, 2008 10:46 AM To: David Snyder Subject: RE: USR 1615 Thanks! From: David Snyder Sent: Friday, May 09, 2008 8:36 AM To: Jacqueline Hatch Subject: RE: USR 1615 I am going to take a look at the improvements on site today. The email pertains to the comments/requirements in the most recent memo only. David Snyder, E.I. Engineer Weld County Public Works Department P. O. Box 758 Greeley, CO 8O632 (97O)3O4-6496, Extenstion 3745 dsnyder@co.weld.co.us From: Jacqueline Hatch Sent: Friday, May 09, 2008 7:54 AM To: David Snyder Subject: RE: USR 1615 Oh yeah Does that include the improvements on site also? 0S/09/2008 ' Page 2 of 2 ., � From: David Snyder Sent: Thursday, May 08, 2008 4:43 PM To: Jacqueline Hatch Subject: USR 1615 It is the Public Works Department's opinion that all comments and requirements from the Memo dated Apri17, 2008 have been adequately addressed. If you have any questions, feel free to call or email. David Snyder, E.I. Engineer Weld County Public Works Depnrtment P. O. Box 758 Greeley, CO 80632 (970)304-6496, Extenstion 3745 dsn�der@co.weld.co.us 0S/09/2008 Page 1 of 1 Jacqueline Hatch From: David Snyder Sent: Thursday, May 08, 2008 4:43 PM To: Jacqueline Hatch Subject: USR 1615 It is the Public Works Department's opinion that all comments and requirements from the Memo dated Apri17, 2008 have been adequately addressed. If you have any questions, feel free to call or email. David Snyder, E.I. Engineer Weld County Public Works Department P. O. Box 758 Greeley, CO 80632 (970)304-6496, Extenstion 3745 dsnyderC�co.weld.co.us 0S/09/2008 Page 1 of 1 Jacqueline Hatch From: Lauren Light Sent: Thursday, May 08, 2008 2:07 PM To: Brian Dingels Cc: Jacqueline Hatch Subject: RE: ero-guard i do not have a well permit. I have a call into Jacqueline to see if she does. I told her if she has a well permit you are good to go with the health department. Hope this helps. Lauren Light Environmental Planner, Environmental Health Services Weld County Department of Public Health & Environment 1555 N. 17th Ave. Greeley, CO 80631 970-304-6415 Ext. 2211 (office) 970-304-6411 (fax) From: Brian Dingels [mailto:bfdingels@hotmail.00m] Sent: Thursday, May 08, 2008 12:58 PM To: Lauren Light Subject: ero-guard Lauren, I don't me to be a pest and I know you're a busy person, but I was wondering if you had a chance to look over the material I sent you yesterday and if you need any more help from me. Thanks for your help, Brian 0S/15/2008 Jacqueline Hatch From: Jacqueline Hatch Sent: Wednesday, May 07, 2008 3:41 PM To: 'Ron Ashenfelter' Subject: RE: Page 2, USR-1615 That looks great . Thanks Please make sure that prior to printing on mylar that the Public Works Department doesn' t have any additional changes . Thanks again Jacqueline -----Original Message----- From: Ron Ashenfelter [mailto:ronashen@comcast .net] Sent : Wednesday, May 07, 2008 3 :37 PM To: Jacqueline Hatch Subject : Page 2 , USR-1615 5/07/08 Jacqueline : Attached is revised Page 2 of USR-1615 . If you have any questions or comments, please contact us . Ronald Ashenfelter Draftsman Alles & Associates, Inc . 970-284-9562 1 Second E-mail regarding Horton Far-�--- Page 1 of 1 . � Jacqueline Hatch .� 2� � J From: Jacqueline Hatch Sent: Tuesday, May 06, 2008 8:49 AM To: 'Brian Dingels' Subject: RE: CDOT Brian, That sounds great. I will let you know as soon as I hear from Public Works and the Health Department. The CDOT item has been addressed. Thanks, Jacqueline From: Brian Dingels [mailto:brian@ero-guard.com] Sent: Tuesday, May 06, 2008 8:27 AM To: Jacqueline Hatch Subject: CDOT Jacqueline, Steve Parry sent me this concerning the sign-off from CDOT and said this is what you should be looking for to get this item out of the way. I spoke with Lauren at the health department and I'll get that handled this afternoon. My employee out there will also install the parking blocks this afternoon, so hopefully the bonding issue is taken care of. I'm hoping by the end of today the only issue is waiting for the public works department. Thanks, Brian 0S/06/2008 • � 5TATE OF C�LQRADO Region 4 Traffic Section O�-. 1420 2nd St. Greeley,Colorado 80631 � (970)350-2148 Fax:(970)350-2198 ���� ��� DEPARTMEM 0FTRANSrWtTA71IXJ Pernut No.407095 August 20,2007 To: Horton Farnis II,LLC 885 N. Colorado Blvd. , ,w"_ Denver,CO 80246 � �� � �� ��� � � � .,_. �. Dear Permittee or Applicant:���"� „ ��� �.T� ���. � �� ,,� 1. Please review the att�c�ed`�ate�tghway Acce�s�'ernut(Form#10�j:�d�YI enclosed attachments. , � p , ._ � � �. 2. If you choose NOT to act an the permit,pleas�,retum the permit unsigned 4'' k `� � �::: � 3. If you wish to APPEA�,the Terms and"Ct��t�t�on�o�tliep�rnu#,p7€ase refe�,ta�the a�ta�ched Form 101,Pages 2 an.d 3�for an explanahon of the appeal procedures. '�x � �`N' . i - .• r- .,,. . . ,,, 3�`�"� 9�i 4. If you ACCE�'�'�e�ern�it and its Terms"�n�Condif�ons anc�are authorized t�si�„ �le�al owner of the property a�r as�a�itllorizedxepresenta�'ve,please sign a�d date the.Access�Pernut fo�m on the line marked"P�RMITT�,E".Y`aur signahue eorif"rrt�s�youra agreement to all th�:listed Te�ns and , . . � � � � Condihons. � �..4,: . , , .. . A .,. . ,, ' -,,. s, , ;R:' 5. Provide a check�ar money�o�de'r.ma�e out to the j.urisdicrion named on the next line for�the amount due. � �: F � �� � .� ¢`. �.�.� � , �� , Make check or monc�or��r.paya��e td:>� , .�€� �� � �� �,�o�tit�Due: 100.00 j,.' 6. Return the Access Permit�ncl �' � all pag�s��of t�rmssan�condt "�ala�ig°with your payment back to the Colorado Depa � t of Tr��s "i�ati�it�, G���at tl�e��ddress noted below.The Department will process and re�rr,�n ta�ou, hdat�ed(��gned�nd`xecorded)copy of your State Highway Access Permit. You may re��int.th�,�overx:letter fr�r your records. 7. If you fail to sign and return the attached Access Pemut within 60 days of the date of this transmittal letter,Colorado Department of Transportation will consider this permit withdrawn and void. 8. As described in the attached Terms and Conditians,vou must make a written request to obtain a Notice to Proceed. DO NOT begin any work within the State Highway Right-of-Way without a validated Access Permit and Notice to Proceed.Use of this permit without the Colurado Department of Transportation's validation shall be considered a violation of State Law. If you have any questions,please call Tim Bilobran at(970)350-2163. Please return Access Permit and attachments to: Region 4 Traffic Section 1420 2nd St. Greeley,Colorado 80631 COLORADO DEPARTMENT OF TRANSPORTATION CDOT Permit No. STATE HIGHWAY ACCESS PERMIT 407095 State Highway NolMp/Side 76 F / 37.003 / R Permit fee Date of transmittal Region/Sedion/Patrol Local Jurisdiction �1��.00 8�21�2��7 4/01 /23-Hudson Weld Coun The Permittee(s); Applicant: Ref No.: Horton Farms II,LLC Ben Waldman 885 N.Colorado Blvd. 1989 York Street Denver,CO 80246 Denver,CO 80206 303-931-4498 303-333-1105 is hereby granted permission to have an access to the state highway at the location noted below.The access shall be constructed,maintained and used in accordance with this permit,including the State Highway Aa:ess Code and any attachments,tenns,conditions and exhibits.This permit may be revoked by the issuing authoriry if at any time the permitted access and its use violate any parts of this permit.The issuing authority,the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the ermit. Location:This access to be relocated is on the I-76 south frontage raod,a distance of 16 feet east of mile post 37 on the righUsouth side. Access to Provide Service to: �,�r,a use coae:� (Size or Count) (trn�a) 210-Single-Family Detached Housing(10 homes) 42 ADT 110-General Light Industrial(17.1 acres) 50 ADT l40-Manufac6uring(27,500 square feet) 381 ADT Other terms and conditions: MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. Signature Prnt Name Title Date Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from Initiation.The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The permtttee shall notifv Ltnda McWilliams with the Cotorado Department of Transportation in Greeley, Colorado at(970)350-2147, at least 48 hours prior to commencing construction within the State Hlghway rtght-of-way. The person signing as the permittee must be the owner o�legal representative of the property served by the permitted access and have full authority ta accept the permit and its terms and conditions. Permittee Signature Print Name Date This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION Signature Prirrt�lame Title Date(of issue) Copy DlstribuUon: Required: Make copies as necessary for: Prevlous edlGons are obsolete and may not bs uaed 1.Region 9.Staff Access Sectlon Local Authority Inspector Page 1 of S CDOT Form#101 SI07 2.Applicant �.CenUal Files MTCE Patrol Treffic Engineer State Highway Access Permit PERMIT EXPIRATION Form 101, Page 2 1. A permit shall be considered expired if the access is not under construction within one year of the permit issue date The following paragraphs are excerpts of the State Highway or before the expiration of any authorized extension. When Access Code. These are provided for your convenience but the permittee is unable to commence construction within one do not alleviate compliance with all sections of the Access year after the permit issue date, the permittee may request a Code. A copy of the State Highway Access Code is one year extension from the issuing authority. No more than available from your local issuing authority(local government) two one-year extensions may be granted under any or the Colorado Department of Transportation(Department). circumstances. If the access is not under construction within When this permit was issued, the issuing authority made its three years f�om date of issue the permit will be considered decision based in part on information submitted by the expired.Any request for an extension must be in writing and applicant, on the access category which is assigned to the submitted to the issuing authority before the permit expires. highway, what alternative access to other public roads and The request should state the reasons why fhe extension is streets is available, and safety and design standards. necessary, when construction is anticipated, and include a Changes in use or design not approved by the permit or the copy of page 1 (face of permit) of the access permit. issuing authority may cause the revocation or suspension of Extension approvals shall be in writing. The local issuing the permit. authority shall obtain the concurrence of the Department prior to the approval of an extension, and shall notify the APPEALS Department of all denied extensions within ten days. Any 1. Should the permittee or applicant object to the denial of person wishing to reestablish an access permit that has a permit application by the Department or ot�ject to any of expired may begin again with the application procedures.An the terms or conditions of a permit placed there by the approved Notice to Proceed, automaticalfy renews the Department, the applicant and pertnittee (appellant) have a access permit for the period of the Notice to Proceed. right to appeal the decision to the [fransportation] Commission [of Colorado]. To appeal a decisbn, submit a CONSTRUCTION request for administrative hearing to the Transportation 1. Construction may not begin until a Notice to Proceed is Commission of Colarado within 60 days of transmittal of approved. (Code subsection 2.4] notice of denial or transmittal of the permit tor signature. Submit the request to the Transportation Commission of 2. The construction of the access and its appurtenances Colorado, 4201 East Arkansas Avenue, Denv�er, Colorado as required by the terms and conditions of the permit shall 80222-3400. The request shall include reasons for the be completed at the expense of the permittee except as appeal and may include changes, revisions, or conditions provided in subsection 2.14. All materials used in the that would be acceptable to the permittee or applicant. construction of the access within the highway right-of-way ar on permanent easements, become public property. Any 2. Any appeal by the applicant or permittee of action by a materials removed from the highway right-of-way will be local issuing authority shall be filed with fhe local authority disposed of only as directed by the Department. All fencing, and be consistent with the appeal procedures of the local guard rail, traffic control devices and other equipment and authority. materials removed in the course of access construction shall be given to the Department unless othervvise instructed by 3. In submitting the request for administrative hearing, the the permit or the Department inspector. appellant has the option of including within the appeal a request for a review by the DepartmenYs intemal 3. The permittee shall notify the individual or the office administrative review committee pursuant to [Code] specified on the permit or Notice to Proceed at least two subsection 2.10.When such committee review is requested, working days prior to any construction within state highway processing of the appeal for formal administrative hearing, right-of-way. Construction of the access shall not proceed 2.9(5)and(6), shall be suspended until the appellant notifies until both the access permit and the Notice to Proceed are the Commission to proceed with the administrative hearing, issued.The access shall be completed in an expeditious and or the appellant submits a request to the Commission or the safe manner and shall be finished within 45 days from administrative law judge to withdraw the appeal. The two initiation of construction within the highway right-of-way. A administrative processes, the inbernal administrative review construction time extension not to exceed 30 working days committee, and the administrative hearing, may not run may be requested from the individual or office specified on concurrently. the permit. 4. Regardless of any communications, meetings, 4. The issuing authority and the Department may inspect administrative reviews or negotiations with the Department the access during construction and upon completion of the or the internal administrative review Committee regarding access to ensure that all terms and conditions of the permit revisions or objections to the permit or a denial, if the are met. Inspectors are authorized to enforce the conditions permittee or applicant wishes to appeal the DepartmenYs of the permit during construction and to halt any activities decision to the Commission for a hearing, the appeal must within state right-of-way that do not comply with the be brought to the Commission within 60 days of transmittal provisions of the permit, that conflict with concurrerrt of notice of denial or transmittal of the permit. highway construction or maintenance work,that endanger highway property, natural or cultural resource5 protected by right-of-way or any adopted municipal sysfem and drainage law,or the health and safety of workers or the public. plan. 5. Prior to using the access, the permittee is required to 11. By accepting the permit, permittee agrees to save, complete the construction according to the terms and indemnify, and hold harmless to the extent allowed by law, conditions of the permit. Failure by the permittee to abide by the issuing authority, the Department, its officers, and all permit terms and conditions shall be suficient cause for employees from suits, actions, claims of any type or the Department or issuing authority to initiate action to character brought because of injuries or damage sustained suspend or revoke the permit and close the aocess. If in the by any person resulting from the permittee's use of the determination of the Department or issuing authority the access permit during the construction of the access. failure to comply with or complete the construction requirements of the permit create a highway safety hazard, CHANGES IN ACCESS USE AND PERMIT VIOLATIONS such shall be sufficient cause for the summary suspension 1. It is the responsibility of the property owner and of the permit. If the permittee wishes to use the access prior permittee to ensure that the use of the access to the to completion, arrangements must be approved by the property is not in violation of the Code, permit terms and issuing authority and Department and included in the permit. conditions or the Act.The terms and conditions of any permit The Department or issuing authority may order a halt to any are binding upon all assigns, successors-in-interest, heirs unauthorized use of the access pursuant fio statutory and and occupants. If any significant changes are made or vuill regulatory powers. Reconstruction or improvement of the be made in the use of the property which will affect access access may be required when the permittee has failed to operation,traffic volume and or vehicle type,the permittee or meet required specifications of design or materials. If any property owner shall contact the local issuing authority or the construction efement fails within two years due to improper Department to determine if a new access permit and construction or materfal specifications,the permittee shall be modifications to the access are required. responsible for all repairs. Failure to make such repairs may result in suspension of the permit and closure of the access. 2. When an access is constructed or used in violation of the Code, section 43-2-147(5)(c), C.R.S., of the Act applies. 6. The permittee shall provide construction traffic control The Department or issuing authority may summariiy devices at all times during access construction, in suspend an access permit and immediately order closure of conformance with the M.U.T.C.D. as required by section 42- the access when its continued use presents an immediate 4-104,C.R.S.,as amended. threat to public health, welfare or safety. Summary suspension shall comply with article 4 of title 24,C.R.S. 7. A utility permit shall be obtained for any utility work within highway right-of-way. Where necessary to remove, MAINTENANCE relocate, or repair a traffic control device or public or private 1. The permittee, his or her heirs, successors-in-interest, utilities for the construction of a permitted access, the assigns, and occupants of the property serviced by the relocation, removal or repair shall be accomplished by the access shall be responsible for meeting the terms and permittee without cost to the Department or issuing conditions of the permit, the repair and maintenance of the authority, and at the direction of the Depairttment or utility access beyond the edge of the roadway including anjr cattle company. Any damage to the state highway or other public guard and gate, and the removal or clearance of snow or ice right-of-way beyond that which is allowed in the permit shall upon the access even though deposited on the access in the be repaired immediately.The permittee is responsible for the course of Department snow removal operations. Within repair of any utility damaged in the course of access unincorporated areas the Department will keep access construction, reconstruction or repair. culverts clean as part of maintenance of the highway drainage system. However, the permittee is responsible for 8. In the event it becomes necessary to remove any right- the repair and replacement of any access-related culverts of-way fence, the posts on either side of the access shall be within the right-of-way. Within incorporated areas, drainage securely braced wfth an approved end post before the fence responsibilities for municipalities are determined by statute is cut to prevent any slacking of the remaining fence. All and local ordinance. The Department will maintain the posts and wire removed are Department property and shall roadway including auxiliary lanes and shoulders, except in be turned over to a representative of the Department. those cases where the access instal(ation has failed due to improper access construction and/or failure to follow permit 9. The permittee shall ensure that a copy of the permit is requirements and specifications in which case the permittee available for review at the construction site af all times. The shall be responsible for such repair. Any significant repairs permit may require the contractor to notify the individual or such as cu{vert replacement, resurfacing, or changes in office spec�ed on the permit at any specified phases in design or specifications, requires authorization from the construction to allow the field inspector to inspect various Department. aspects of construction such as concrete fiarms, subbase, ,, base course compaction, and materials specifications. Minor changes and additions may be ordered by the Department or local authority field inspector to meet unanticipated site conditions. 10. Each access shall be constructed in a manner that shall not cause water to enter onto the roadway or shoulder, and shall not interfere with the existing drainage system on the Form 101, Page 3 COLORADO DEPARTMENT OF TRANSPORTATION Environmental Clearances Information Summa PURPOSE-This summary is intended to inform entities external to CDOT that may be entering the state highway right-of-way to perform work related to their avn facilities(sucti as Utility,Special Use or Access Permittees),about some of the more commonly encountered environmental permits/clearances that may apply to their activities. This listing is not all-inclusive-additional environmental or cultural resource permits/clearances may be required in certain instances. Appropriate local,state and federal agencies should be contacted for additionai information if there is any uncertainty about what permits/clearances are required for a specific activity. IMPORTANT—Please Reviaw The Following lnformation Carefully—Failure to Comply With Regulatory Re uirements Ma Result In Sus ensfon or Revocation of Your CDOT Permit,Or Enforcement Actions B Other A encies CLEARANCE CONTACTS-As indicated in the permit/clearance descriptions listed below,the following individuals or agencies may be contacted for additional information: • Colorado Department of Public Health and Environment(CDPHE)—General Information—(303)692-2035 Water Quality ControE Division(WQCD)(303)692-3500 Environmental Permitting Website htb://www.cdohe.state.co.us/�ermits.aso. • CDOT Water Quality Program Manager,Rick Wiliard(303)757-9343 • CDOT/CDPHE Liaison; Pat Martinek(303)757-9787 • CDOT Asbestos Project Manager,Julia Horn(303)512-5519 • Colorado Office of Archaeology and Historic Preservation:(303)866-3395 • U.S.Army Corps of Engineers,District Regulatory Offices Omaha District{NE Colorado), Denver Office (303j 979-4120 htt�://www.nwo.usace.armv.mil/html/od-tl/trl-lakes.html Sacramento Dist.(Westem CO),Grand Junction Office(970)243-1199 htt�://www.s�k.usace.armv.millcesnk-colregulatorv/ Albuquerque District(SE Colorado),Pueblo Reg.Office(719)-543-6915 htto://www.sna.usace.armv.mil/rea/ • CDOT Utilities,Special Use and Access Permittin : 303 757-9654 htt ://www,dot.state.co.us/Permits/ Ecoloaicat Resources—Disturbance of wildlife shall be avoided to the maximum extent practicable. Entry into areas of known or suspected threatened or endangered species habitat will require special authorization from the CDOT permitting office. If any threatened or endangered species are encountered during the progress of the permiited work,work in the subject area shall be halted and the CDOT Regional Permitting Office and Regional Planning and Environmental Manager shall be contacted Immediately. Authorization must be provided by CDOT prior to the continuation of work. Information about threatened or endangered species may be obtained from the CDOT website http://www.dot.state.co.us/environmentaWVildlife/Guidelines.asp,or the Colorado Division of Wildlife website htto://wildlife.sfate.co.us/WildlifeSoecies/S�eciesOfConcern/. Additional guidance may be provided by the Regional Permittin Office in the Permit S ecial Prov(sions. Cultural Resources—The applicant must request a file search of the psrmit area through the Colorado Office of Archaeology and Historic Preservation(OAHP),Denver,to ascertain if historic or archaeological resources have previously been identified. Inventory of the permit area by a qualified cultural resources specialist may be necessary,per the recommendation of OAHP and/or CDOT. If � archaeological or historical artifacts are encountered during the progress of the permitted work,work in the subject area shall be halted and the CDOT Regional Permitting Office and Regional Planning and Environmental Manager shall be contacted immediately. Authorization must be provided by CDOT prior to the continuation of.work. Additional guidance may be provided by the Regional Permittin O�ce in the Permit S ecial Provisions. Contact Informatlon Contact the OAHP at 303 866-3395. General Prohibition—Discharaes-All discharges are subject to the provisions of the Colorado Water Quality Control Act and the Colorado Discharge Permit Regulations. Prohibited discharges include substances such as wash water,paint,automotive fluids, solvents,oils or soaps. Contact lnformation: Contact the CDOT Water Quality Program Manager at(303)757-9343,or the Colorado De artment of Public Health and Environment,Water Quali Contro!Division QCD at 303 692-3500. General Authorizaflon•Allowable Non-Stormwater Discharaes-Unless otherwise identified by CDOT or the WQCD as.significant sources of pollutants to the'waters of the State,the following discharges to stormwater systems are allowed without a Colorado Discharge Permit System permit: landscape irrigation,diverted stream flows,uncontaminated ground water infiltration to separate storm sewers,discharges from potable water sources,foundation drains,air conditioning condensatfon,lrrigation water,sprfngs, footing drains;water line flushing,flows from riparian habitats and wetlands;and flow from fire fighting activities. Contact lnformation: The CDOT Water Quali Pro ram Mana er or the CDPHE Water Quali Control Division tele hone#'s Ilsted above. Hazardous Materials.Sotid Waste-The Solid Wastes Disposal Sites and Facilities Act C.R.S.30-20-140,et al,and Regulations Pertaining to Solid Waste Disposal Sites and Facilities(6 CCR 1007-2),prohibit solid waste disposal without an approved Certificate of Designatfon(a landfill permit�. The Colorado Hazardous Waste Act C.R.S.25-15-301 et al,and the Colorado Hazardous Waste Regulations(6 CCR 1007-3)prohibit the transfer,storage or disposal(TSD)of hazardous waste except at permitted TSD sites. There are no permitted landfills or TSD sites within the State Highway Right of Way. Therefore,all solid or hazardous wastes that might be generated by the activities of eretities entering the State Highway Right of Way must be removed from the ROW and disposed of at a permittad facility or designated collection point(e.g.,for solid waste,a utiliry or construction company's own dumpster). If pre-existing solid waste or hazardous materials contamination(including oil or gasoline contaminated soil,asbestos,chernicals,mine tailings,etc.) is encountered during the performance of work,the permittee shall halt work in the affected area and immediately contact the CD0T Re ional Permittin Office for direction as to how to roceed. Contact Info:Contact the CD0T/CDPHE Liaison at 303 757-9787. Asbestos Containina Materials.Asbestos Contaminated Soll—All work on asbestos containing materials(ACM)must comply with the applicable requirements of the CDPHE Alr Pollution Control Division's(APCD)Regulation 8. Disposal of ACM,and work done in asbestos-contaminated soil, must comply with the CDHPE Hazardous Materials and Waste Management Division's(HMWMD)Solid Waste Regulations. The application for any CAOT permit must specifically identify any ACM involved in the work for which authorization is being requested. Additional guidance or requirements may be specified in the permit special provisions. Contact /nfo:CDPHE APCD and HMWMD Regulations can be accessed via the CDPHE Environmental Permitting Website listed above. Additional information is available from Julia Horn,CDOT Asbestos Pro'ect Mana er 303 512-5519. Environmental Clearances Information Summary Page 1 of 2 Colorado Department of TranspoRation Jan'06 Construction Stormwater Permit:Stormwater Discharae From Industrial Facilities-Discharges of stormwater runoff from construction siYes disturbing one ecre or more-or certain types of industrial faciiities-requires a CDPS Stormwater Permit. Contac! lnformation:For Utility/Special Use activities being performed in conjunction and coordination with a CDOT highway canstruction contract,please contact the CDOT Water Quality Program Manager at(303)757-9343. Otherwise,contact the CDPHE Water Quality Control Division at 303 692-3500. WebsBte:h :l/www.cd he.state.co.us/w /PermitsUnit/w cd mt.html Construction Dewaterina(�ischarge or Infittration)—Discharges of water encountered during excavation or work in wet areas may require a Construction Dewatering Discharge Permit. Contact/nformation: For Construction Dewatering Discharge Permits, contact the CDPHE WQCD at 303 692-3500, Website:h :llwww.cd he.state.co.us/w /PermitsUniUw cd mt.htm! Minimal Industrial Dfscharae Permtt—Discharges of small quantlties of wastewater or wastewater requlring minimal treatment, _.. ___.&u�ch.as.�hat..r.es.ulting from hydrostatic tesf'ng or certain wash waters,may require a Minimal Industrial Discharge Permit("MINDI"). Contact Info:Contact the CDPHE WQCD at 303 692-3500. Website:htt ://www.cd he.state.co.us/w /PermitsUnit/w cd mt.htmi Municibal Seoarate Sform Sewer Svstem(M54)Dfscharae Permit—Discharges from the storm sewer systems of larger municipalities,and from the CDOT highwaY drainage system that lies within those municipalities,�are subject to MS4 Permits issued by the CDPHE WQCD. For facilities that lie within the boundaries of a municipality that is subject to a MS4 permit,the owner of such.. facility should contact the municipality regard�g stormwater related clearances that may have been established under that municipality's MS4 permit. All discharges to the CDOT highway drainage system must comply with the applicable provisions of the Colorado Water Quality Control Act and the Colorado Discharge Permit Regulations,and are subject to inspection by the CDOT and the CDHPE. Contact Information:Contact the CDPHE Water Quality Control Division at(303)692-3500 for a listing of municipalities re uired to obtain MS-4 Permits,or o to htt :l/www.cd he.state.co.us/w lPermitsUnft/w cd mt.html#Munici alFormsGuidanc . Dtscharae of Dredaed or Fill Material—404 Permits Administered Bv the U.S.Armv Corps of Enqineers,and Section 401 Water Qua(itv Certifications Issued bv the CDPHE WQCD-Corps of Engineers 404 Permits are required for the discharge of dredged or�II materials into waters of the United States,incfuding wetlands. There are various types of 404 Permits,including Nationwide Permits,which are issued for activities with relatively minor impacts. For example,there is a Nationwide Permit for Utility Line Activities(NWP#12). However,depend'eng upon the specific circumstances,it is possible that either a"General"or"Individual° 404 permit would be required. If an Individual 404 Permit is required,Section 401 water quality certificatfon from the CDPHE WQCD is also required. Contact Information: Contact the appropriate Corps District Regulatory Office for informatiom abot�t what type of 404 ermit ma be re uired information rovided at to of ECIS. Contact the CDPHE Water Quali Control Division at 303 692-3500. Erosion and Sediment Control Practices-For activities requiring a Construction 5tormwater Permit,erosion control requirements will be specified through that permit. In those situations where a stormwater permit is not required,all reasonable measures should be taken in order to minimize erosion and sedimentatfon. in either case,the CDOT 5tormwater Quality and Erosion Control Guide(2002} should be used to design erosion controls, Cantact/nfo�mafion:The CDOT Stormwater Quality and Erosion Control Guide may be obtained from the Bid Plans Office at 303 757-9313 or from:h ://www.dot.stete.co.us/environmental/envWaterQual/ ms4.as Dlsposal of Dri(iina Fluids-Dr�liing 8uids used in operetlons such as Horizontai Directional Driliing may be classifled as"discharges" or"solid wastes",and in general,shoufd be pumped or vacuumed from the construction area,removed from the State Highway Right of Way,and disposed of at permitted facilities that specifically accept such wastes. Disposal of drilling fluids into storm drains,storm sewers,roadside ditcF�es or any other type of man-made or natural waterway is prohibited by Water Quality Control and/or Solid Wasfe regulatlons. Small quantities of drilling fluid solids(less than 1 cubic yard of solids)may be left on-site after either being separated from fluids or after infiltration of the water,provided: 1)the drilling fluid consists of oniy water and bentonite clay,.or,if required for proper drilling properties,small quantities of polymer additives that are approved for use in drinking water well drilling;2) the solids are fully contained in a pit,and are not likely to pose a nuisance to future work in the area,3)the solids are covered and the area restored as required by CDOT permit requirements(Utility,Special Use,or Access Permits,etc.). Contact lnformatlon: Contact the CDOT/CDPHE Liaison or CDOT Water Quali Pro ram Mana er. Concrete Washout-Waste generated from concrete activities shali NOT be allowed to flow into the drainage ways,inlets,receiving waters,or in the CDOT ROW. Concrete waste shaii be placed in a temporary concrete washout facility. Concrete washout shall only be performed as specified by the CDOT Environmental Program and shall be in accordance to CDOT specifications and guidelines. Contact lnformation: Contact the CDOT Waier Quali Pro ram Mana er at 303 757-9343. ' Saill Reoortin4-Spills shall be contained and cleaned up as soon as possibfe. Spills shall NOT be washed down into the storm drain or buried. Alf spills shall be reported to the CDOT Iilicit Discharge Hotline at(303)512-4446(4H2O),as well as the Regional Permitting O�ce and Regi�nal Maintenance Supervisor. Spills on highways, into waterways,or that may otherwise present an immediate dan er to the ublic shall be re oated b callin 911,and shall also be re orted to the CDPHE at 1-877-518-5608. Transoorfation of Hazardous Materials-No person may offer or accept a hazardous material for transportation in commerce unless that person is registered in conformance with the United States Department of Transportation regulations at 49 CFR, Part 171. The hazardous material must be properly ciassed,described,packaged,marked,fabeled,and in condition for shipment as required or authorized by applicable requirements,or an exemption,approval or registration has been issued. Vehicles requiring a placard,must obtain authorization and a State HAZMAT Permit from the Colorado Public Utilities Commission. Gontact Information: For authorization and more info cali the Federal�lotor Safety Carrier Administration,US DOT for inter-and intra-sfate HAZMAT Re istration 303 969-6748. Colorado Public Utilities Commission: 303 894-2868. About Th1s Form-Questions or comments atrout this Information Summary may be directed to Dahir Egal,CDOT Safety&Traffic En ineerin ,Utilities Unit,at 3D3 757-9344,dahir.e al dot.state.co.us Environmental Clearances Information Summary Page 2 of 2 Colorado Department of Transportation Jan'06 State Highwav Access Permit � Attachment to Permit No. 407095-Additional Terms and Conditions 1 . If there are any questions regarding this permit, please contact Tim Bilobran at (970) 350-2163. 2 . The Permittee shall refer to all additional standard requirements included with this permit and any enclosed additional terms, conditions, exhibits, and noted attachments. 3 . Incorporated as part of this permit are the following: Application for Access Permit(CDOT Form No. 137) Permit (CDOT Form No. 101)and its two page attachment Exhibits: "A"-Access Plan "B"-Vicinity Map 4 . This permit is issued in accordance with the State Highway Access Code (2 CCR 601-1), and is based upon the information submitted by the Permittee. This permit is only for the use and purpose stated in the Application and Permit. Any changes in traffic volumes or type, drainage, or other operation aspects may render this permit void, requiring a new permit to be applied for based upon existing and anticipated future conditions. 5 . Access construction methods and materials shall conform to the Colorado Department of Transportation Standard Specffications for Road and Bridge Construction (current edition). 6 . If necessary, minor changes, corrections andlor additions to this permit may be ordered by the Department inspector, other Department representative or local authority to meet unanticipated site conditions. Changes may not be in violation of the State Highway Access Code. All major changes to the plans must be approved in writing by the Department prior to commencement of any work on or within the State Highway right-of-way. 7 . This permit is subject to revocation due to: 1) Noncompliance with the provisions of this permit; 2)Abandoaiment; 3)Supersedure by new permit covering the same installation; or 4) Conflict with necessary planned highway construction and/or improvements. The Permittee shall promptly terminate occupancy upon notice of cancellation of the permit from the Department, unless a new permit is applied for and granted. 8 . Reconstruction and improvements to the access may be required when the Permittee has failed to meet the required des�gn andlor material specifications. If any construction element fails within two years due to improper construction or material specifications, the Permittee is responsible for all such repairs. 9 . The Department retains the right to perform any necessary maintenance work in this area. 10 . Backing maneuve�s within and into the State Highway right-of-way are strictly prohibited. All vehicles shall enter and exit the highway right-of-way in forward movement. Backing into the right-of-way shall be considered a violation of the terms and conditions of this access permit and may result in revocation of the permit by the Department and/or the issuing authority. 11 . The Permittee is responsible for obtaining any necessary additional federal, state, and/or City/County perm�ts or clearances required for construction of the access. Approval of this access permit does not constibute verification of this action by the Permittee. State Highwav Access Permit 2 Attachment to Permit No.407095-Additional Terms and Conditions 12 . All costs associated with the installation of this access are the responsibility of the Permittee. This includes design, construction, signing and striping, utility relocation, testing of materials, and nspections. 13 . No work will be allowed at night, or on Saturdays, Sundays, and legal holidays without prior authorization from the Department. The Department may also restrict work within the State Highway right-of-way during adverse weather conditions. 14 . Traffic detours or lane closures will not be allowed, unless pre-approved by the Department. 15 . Two-way traffic shall be maintained throughout the work area at all times unless specific written authorization is obtained from the Department. 16 . No construction vehicles shall be parked, or construction materials/equipment stored, on the State Highway right-of-way overnight. 17 . No work shall be performed near a Department electronic traffic control device without coordination with Cobie Garbiso at(970)350-2137. 18 . Landscaping and site construction shall not obstruct sight distance at any State Highway access point. Landscaping within the State Highway right-of-way requires the Permittee to obtain a CDOT Landscaping Permit from the Traffic/Access Section. The access permit does not authorize that activity, although a proposed landscaping plan shall be included in the access permitting document. Irrigation of features within the right-of-way may require the Permittee to install a subsurface drain in accordance with CDOT Standard M-605-1 or other approved system. The Permittee shall contact Linda McWilliams at the Greeley Traffic Office, (970)350-2147, bo obtain the Landscaping Permit. 19 . Routine, periodic maintenance and emergency repairs may be performed within the State Highway right-of-way, under the general terms and conditions of the permit. Any significant repairs such as culvert replacement, resurfacing, or changes in design or specifications, will require written authorization from the Department. The Department shall be given proper advance notice whenever maintenance work will affect the movement or safety of traffic on the State Highway. In an emergency, the Department Region Office and the State Patrol shall immediately be notified of possible hazards. 20 . All work is to conform to the plans referenced by this permit on file with the Depa�tment or as modified by this permit. (If discrepancies arise, this permit shall take precedence over the plans.) The Department plan review is only for the general confoRnance with the Department's design and code requirements. The Department is not responsible for the accuracy and adequacy of the design, dimensions, elevations, and any other elements which shall be confirmed and correlated at the work site. The Department through the approval of this document, assumes no responsibility for the completeness and/or accuracy of the plans. 21 . Survey markers or monuments must be preserved in their original positions. Notify the Depa�tment at(97D) 350-2173 immediately upon damage to or discovery of any such markers or monuments at the work site. Any survey markers or monuments disturbed during the permitted work shall be repaired and/or replaced immediately at the expense of the Permittee. State Hiqhwav Access Permit 3 Attachment to Permit No. 407095-Additional Terms and Conditions 22 . Should any excavation encourrter plant or animal fossils, the remains of historic or prehistoric structures, artifacts, (pottery, stone tools, arrowheads, etc.), the work shall be stopped and the Permittee sha�l notify the Department inspector. 23 . The Permittee or the contractor shall notify Linda McWilliams at(970) 350-2147 or(970)301- 1127 at least two working days prior to beginning any access improvements or construction of any kind within the State Highway right-of-way. Failure to comply with this requirement may result in revocation of this permit. 24 . The access shall be constructed 36 feet wide with 30 foot radii. 25 . Construction traffic control devices, when not in use, shall be removed or turned away from traffic. 26 . The access shall be constructed perpendicular to the travel lanes of the State Highway for a � minimum distance of 40 feet, and shall slope down and away from the adjacent pavement edge at a rate of 2%grade for a minimum of Z0 feet. 27 . The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within State Highway right-of-way. 28 . All required access improvements shall be installed prior to the herein authorized use of this access. 29 . The access shall be surfaced immediatefy upon completion of earthwork construction and prior to use. 30 . Surfacing of the access shali be completed as per Exhibit"A". 31 . No paved surface shall be cut unless specified in this permit. Asphalt removal shall be saw cut to assure a straight edge for patching. 32 . If frost, water or moisture is present in the subgrade, no surfacing materials shall be placed until all frost, water or moist�e is gone or removed. 33 . The access shall be constructed and maintained in a manner that will not cause water to enter onto the roadway, and will not interfere with the existing drainage system within the State Highway right-of-way. Drainage to the State Highway right-of-way shall not exceed historical rate of flow. 34 . All existing drainage structures shall be extended, modified, or upgraded as necessary, to accommodate all new construction and safety s4andards, in accordance to the Department's standard specifications. 35 . The Permittee shall request final inspection by Linda McWilliams at(970)350-2147,within 10 days following completion crf access construction, and prior to authorized use. The Permittee or their representative shall be present. 36 . A fully executed complete copy of this permit must be on the job site with the contractor at all times during construction. Faik�re to comply with this or any other construction requirement may result in the immediate su,spension of work by order of the Department inspector or the issuing authority. State Highwav Access Permit 4 Attachment to Permit No.407095-A�dditional Terms and Conditions 37 . The design and construction of access and/or development of this property shall not negatively impact adjacent nearby properties. Correction of the problem and cost resulting from damages shall be borne by the Permittee. 38 . The Department inspector may suspend any work due to: 1) Noncompliance with the provisions of this permit; 2)Adverse weather or traffic conditions; 3)Concurrent highway construction or maintenance in conflict with permit work;4)Any condition deemed unsafe for workers or the general public. The work may be resumed upon notice from the Department inspector. 39 . It is the responsibility of the PeTmittee to determine which environmental clearances and/or regulations apply to the project, and to obtain any clearances that are required directly for the appropriate age�ncy prior to commencing work. Please refer to or request a copy of the"CDOT Environmental Clearance Information Summary" (ECIS) for details. The ECrS may be obtained CDOT Permitting Offices or may be accessed via the CDOT Planning/Construction-Environmental Guidance webpage at http://www.dot.state.co.us/environmental/Forrns/asp. FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN SUSPENSION OR REVOCATION OF YOUR CDOT PERMIT, OR ENFORCEMENT ACTIONS BY OTHER AGENCIES. ALL discharges are subject b�the provisions of the Colorado Water Quality Act and the Colorado Discharge Permit Regulations. Prohibited discharges include substance such as: wash water, paint, automotive fluids, solvents, oils or soaps. Unless otherwise identified by CDOT or the Colorado Department of Public Health and Environmental (CDPHE)Water Quality Control Division (WQCD)as significant sources of pollutants to the wa�ers of the State, the following discharges to storm water systems are allowed without a Colorado Discharge Permit System Permit: landscape irrigation, diverted stream flows, uncontaminated ground water infiltration to separate storm sewers, discharges from potable water sources, foundation drains, air condition condensation, irrigatqn water, springs, footing drains, waterline flushing, flows from riparian habitats and wetlands, and flow from fire fighting activities. ANY OTHER DISCHARGES, including storm water discharges from industrial facility or construction sites, may require Colorado Discharge Permit System permits from CDPHE before work begins. For additional infoRnation and forms, go to the CDPHE website at: http://cdahe.state.co.us/w4/PermitsUnit/wpu. 40. The Permittee shall install a new 18 inch corrugated metal pipe and shall provide for proper side slopes. Culverts over 18 inches in diamefer shall have end sections. 41 . The If highway right-of-way fence exists or is proposed, the Permittee must contact Linda McWilliams at the Greeley Traffic Office, (970)350-2147, prior to removal or installation. State Hiahwav Access Permit 5 Attachment to Permit No. 407095-Additional Terms and Conditions 42. All other accesses to the property shall be removed immediately, with the exception of the access permitted in Access Permit#407094. Removal shall include, but not limited to, the return of the highway right-of-way side slopes, ditches, and fences to match existing adjacent conditions, INCLUDING REMOVAL OF ASPHALT APRONS. Any asphalt removed from the highway shall result in a smooth finished edge. COLORADO DEPARTMENT OF TFWNSPORTATION Issuingauthorityapplieatian STATE HIGHWAY ACCESS PERMIT APPLiCAT1�N accepancedate: Instructions: -ContacttheColorado DepartmentofTrensportation(CDO'noryouriocalgovernmenttodetermineyourissuingauthority. -Co�tad the issuing authority to determine what plans end othe�documents are required to be submitted with yourapplication. - Complete this form(wme questior�s may not apply to you)end attach ail necessary documents and Submit it to the issuing authority. Please fJ/(nf - Submit an application far each acoess afreded. OC fj��OB - ff you have any questions contact Ihe issuing authority. • For additional information see CDOT's Accass Managementwebsite et httn•iJwww.dot.s[ate.ca.uslAoeessRermitslndex.htm 1)Property ownar(Permittee) 2)Agent far permittee(d d'rfforent from proparty owner) Horton Farms II, LLC Ben Waldman Street address Mailing address 885 N. Colorado Blvd. 1B99 York Stsoet ---------------•---•------•---- ... __---- ----- - •- -----------�-•••_ City,state&zip Phone�! CAy,state&zip Pltone�t(required) Denver, CO 80246 303-931-4498 Denver, CO 80206 303-333-I105 E-mail address E-mail address it available Steveparry@comcast.net btw@lsadenver.com ••-------••••�..�....__..__ .�.•••----•-_�_.__._..� _-•- ----••••••-••••-----••---•-•-- ---•------- 3)Address of property to ba served by parmit(raquired) 4}Legai desc�iption ot property:!f within jwisdictional3imits of Muniaipality,dty artdlor County,which ona? county subdivaion hlech lot sectfon , tcamshfp nnge Weld N/A I 28 ----- I 2N ----------�W-------------------- -------------------..__.L_-..---------------__1-------_. .__1----------------- 5)4Vhat Stata Highwey ere you requesting accesslrom7 6)What side of the hi hway? 2-76 South Fraatags Road �N �S � E �W 7}How many fest is ths proposed accesa trom the nearesi mlle post7 How many feet is the proposed axess from the nearesi cross street? feetpN S�E Vt�from: 2,500 feet N❑S�E❑Wjfrom:�R 53 8)NMat is the approximate date you iniend to beyin construction7 8/1/20d7 9 Check here if yau are requesting a: b nevv access Qtemporary access(duration antidputed: ) �improvement to axisting aeeess �change in access use �remoual of access �elacation of an existing access(provide detai� 10)Provide existing property usa AqriculEura -•----•------------._._..... —_•••- ••--•- ----------•----•---•----- ------ •-_ .__..�----•- 11 j Do you have knowledge af any Sfata Highway access permits serving this property,or adjacent ptopertias in which you have a property inDares!? �no Q yes,if yes-what are the parmit numbnr(s)and provide copies: and/or,permit date; 12)DoQs the property owner own or have any interests in any adjacent property7 �no �yes,if yes-please descrihe: 13)Are there o[hnr existing or dedicatad public streets,roads,highways or access easemenL•bordering or within the property7 Q no Q yes,if yes-list them on your plans and indicate the proposed and existiiig access points. --......_.------------- __---__�._._—��_.._..._ —_--•----•------_••_------ — ---- -_-- 14'�If you are raquesting ayricuRurel fteld access-how many acres wili the access serve? N/A 15}If you are requesting commerdal or industrial access pbase indicato the types and number of businesses and prcvida the floor area square footage of each. businesslland use square footage businass square footage see attached tzaffic study . ..._.__.__—_____-•_...----------•---.�___�_.------ --••---_.�_ __ _____.__._-•-------•------- _.�_ _..._.._.__.__ f 16)If you are requestinp residential developement access,what is the type(sinple family,apartment,townhouse)and number of units? type number of units type number of units _N�A 1 - ---.._._..-•------•- __�.___••••-•---�-••••--•---�._.._�_.1-•-•-.__...�. �-••_•••_---•-----•----•---.�._�_•-_••-••_____..___.�._.___..._•_•-- 17)Provide the following vehicle count estimates for vehicbsthatwitl use the access.Leaving the property then retuming is tvm counts. Indieate ii yaur eounts are *�{�easenger cars and iigM truc�cs at peak haur valumes !oi muM unk tnKka at peak hou�vdumes ■ eak haur volumes or Qaverage daily vvlumes. 8� �Y of ringle ur.i vehicbe in exeass of 3�7 R 9 0!tain vehklae it�'�a"iwRT�a�) Total couni of all vehinles 83 Prevloes edidons are obsolete and may not 6e used paye 1 of 2 CDOT Form�M137 tZ/04 18)Checkwith the issuing authurity ta determine�vhich ofthe followihp documents ara required to complete the review of your application. a) Property map indicating other aceess,bordering roeds a�d streets. e) Subdfvision,zoninp,or developmant plan. b) Hiphway and driveway plan prafiln. � Proposed seeess desipn. c) Dreinaga plan shawing impadto the highwayright-of-way. g) Parcel and ownership maps including easements. d} Map and lettere detarlin�uti�ty loeatians beTore and aRar h) Tra�c studics. davelopmont in and along the righbof-way. ) Proof of avmership. 1- It is the applicanYs responsibility to contact appropriate agencies and obtain all environmental clearances that apply to their activities. Such clearances may include Corps of Engineers 404 Permits or Colorado Discharge Permit System permits, or ecological, archeological, historical or cultural resource clearances. The CDOT Environmental Clearances Information Summary presents contact information for agencies administering certain clearances, information about prohibited discharges, and may be obtained from Regional CDOT Utility/Special Use Permit offices or accessed via the CDOT Planning/Construction-Environmental-Guidance webpage h.�tp•//www dot state co uslenvironmentallForms asn. 2- All workers within the State Highway right of way shall comply with their employer's safety and health policies/ procedures, and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations-including, but not limited to the applicable sections of 29 CFR Part 1910-Occupational Safety and Health Standards and 29 CFR Part 1926 - Safety and Health Regulations for Construction. Personal protective equipment (e.g. head protection, footwear, high visibility apparel, safety glasses, hearing protection, respirators, gloves, etc.)shall be worn as appropriate for the work being pertormed, and as specified in regulation. At a minimum, all workers in the State Highway r{ght of way, except when in their vehicles, shall wear the following personal protective equipment: High visibility apparel as specified in the Traffic Control provisions of the documentation accompanying the Notice to Proceed related fio this permit(at a minimum, ANSI/ISEA 107-1999, class 2); head protection that complies with the ANSI Z89.1-1997 standard; and at all construction sites or whenever there is danger of injury to feet, workers shall comply with OSHA's PPE requirements for foot protection per 29 CFR 1910.136, 1926.95, and 1926.96. If required, such footwear shall meet the requirements of ANSI Z41-1999. Where any of the above-referenced ANSI standards have been revised, the most recent version of the standard shall apply. 3- The Permittee is responsible for complying with the Revised Guidelines that have been adopted by the Access Board under the American Disabilities Act(ADA). These guidelines define traversable slope requirements and prescribe the use�f a defined pattern of truncated domes as detectable warnings at street crossings. The new Standards Plans and can be found on the Design and Construction Project Support web page at: <http:l/www.dot.state.co.us/DesignSupporth, then click on Design Bulletins. If an access permit is issued to you, it will state the terms and conditions for its use. Any changes in the use of the permitted access not consistent with the terms and conditians listed on the permit may be considered a violation of the permit. The applicant declares under penalty of�erjury in the second deg ree,and any other applicable state or federal laws,that all information provided on this fiorm and submitted attachments are to the best of their knowledge true and complete. I understand receipt of an access permit does not constitute permission to start access construction work. -_-•••---••..__..---- ----------- -•-•-•_--------.----------_•••-• -••_.. .__._�....__ ..-•-._ -- ------- — -- -•-•-- Applicant`s �gnature .. Pnntname Date �_ ��en aw«,�.l.�a Id�w� ! o the appli nt is not the owner of the property, we require this app ication also to be signed by the operty owner or their leg y authorized representative (or other acceptable written evidence). This signature shall constitute agreement with this application by all owners-of-interest unless stated in writing. If a permit is issued, the property owner, in most cases, will be listed as the permittee. I'roperty aumer signatu Print name �Date ;��-�J ��1 cL� E 7 /� �� ;,��� �,y'e�y � / Previous edltlons are obsolete and may not 6e used Page 2 of 2 CDOT Form�137 7?/Oi �-%;_.:.� . Y Table 1 ESTIMATED TI�AFFIC GENERATION Horton Farms#1 Weld County, Colorado ��sc #o7os2o; �uiy, 200�� Trip Generation Rates (1) Vehicle-Trips Generated Average AM Peak-Hour PM Peak-Hour Average AM Peak-Hour PM Peak-Hour Trip Generating Category ITE Quantity Weekday In Out In Out Weekday In Out In Out Single-Family Detached Housing (210) 10.0 DU�2� 9.57 0.19 0.56 0.64 0.37 96 2 6 6 4 Manufacturing (140) 27.5 KSF�3� 3.82 0.56 0.17 027 0.47 105 15 5 7 13 General Light Industrial (110) 17.1 AC�4� 51.80 623 1.28 1.60 5.66 886 107 22 27 97 Total 1,087 124 33 40 114 Notes: � � (1) Source: "Trip Generation", Institute of Transportation Engineers, 7th Edition, 2003. (2) DU = Dwelling Units . � (3) KSF= 1,000 Square Feet ��j (4) AC =Acres � � � �o N �° o �o v . EXHIBIT "A"-SIMPLE ACCESS DESIGN � '�"� "'"'' • o9ioo _ � � � � , , � �, i "�.. AeCne: width of access exclusive of radii �d radii � profile angle a�other than 90° ``� �� �' surt'acing—material type (asphalt grading, concrete elass, total � t���'� thickness, indi�idual mat thickness for asphaltic materials) curb and gutter type/dimensions/material �i �� permanent signing or�pavement markings necessary A drama e features—c lvert e a d � EXN IBI� g u� typ n size (no RCP in ROV4�,no , increased runaff to ROW special or unnsual[eakures any landscaping in ROW � ir S �� v��ac;�rx� , � as�1�x��- . �r �. ��u� � �. �-t � �_WIDTN . 36" - . � . � R.a:iK_ � __.��___— �4, '' C �' a`Jh .— � L� ¢y� T�:j�a�, � .1�' wl,ite (��G ��.. S.N. fi�. �.-_��o�� a '(00.�1 Gec'�te.*" �inL " J , " �� � �� ��� Street Atlas USA(e�2006 ✓ Vicinity Map for Access Permrt #407094 & 407095 �,._�.�.�__� , ; ii �9 - � EXH�Bf��.� �._ ___.�..._�._ �� � � �� � �� � �� � . � � � _� _�.w.__.�_W._.�._______._ ,��.__._. _. __ ___ � �� � , � � ky. Y✓��.4 �� �it _.__._.�,.......�,_.___.�_..�_.. j � �..�__.�..�, �,, � 5�,�. *�"?�'� } � ����. I, � .._..._, LL� ��;���.,,�~� -. - ���,.,��'" '"'��"w"w�, _. i � . E � �. �„��`""""�� sa•orr�w�oa4 saear�o�oes �,�,� ,� �.� ��;. � ;�. _�.... �---- `�",NFW.u;,:.,�"� � �., �� ���` Land ��"'� �'_„"'� - t t i i � 5' 'a"t �e _�. ,. ^'w�� ! 1 � . e'a}' f ,� � �� �` • �; �- � p��'\ � � r .Haye�1�...�r` ..\� r �� � �� � ,`�� '�•4,,..� � �� �`a.. �JZ y� $Z �g---.� ` ,�62�� � �" 1 ��_� \ , � ,� � t �� 1 �'/, d � ..,e R;" ir -� � .--�.,` ..._ Ar ,.... _�. � �`` ..,.___-____._. � � ..._ ____..._� .._....._ �-----i�-•. ., �� d j �'`w.�.� Data use subject to license. TM o % Scale 1%50,000 m �2005 DeLorme.Street Atlas USAm 2006. M"n•rn e ■ , �K o '°" www.delortne.com 1'=4.166.7 ft Data Zoom 12-0 i � � � � ?,. COLORAoU D{VI510N QF,WATER RESOUR�ES . O�ee Use Only Fcmi.Gv�1S�5.{o8�2ooe) D�PARTME1�i'f OF NATl1RAL RESQURCES � ' 1313$H�RMAN 57,RAE 818,DENVER,C¢ 80203 � phone—Info;(343)8�6-3587 malnc(303)988-3581 18x:(303)888-3589 �IE{.���lED � � htt �lwww.watar.�tsta-Co.us � ' G�NER�►L PURPOSE • JUN Z � 200�7 W�ter NIVelI P�rmit App�ication VgTAT�EµG��ER�: Ravlew lnawctlort8 on reverea slde prforto completfnH}orm. ,;q�fl. Tho fortn mu�t be eompleted In black or blue Ink or typed. �' ' 1.A licant Ir►formatfan � 8.Uae Of Wgll check a lic2ble boxes ___�_„�,,,,p�„_�,�„_ Nnmo m oaNw•m Attach a deta�led des�rlption of uses dppliad for. � Horton Farms 1 LLC;H�rtan Farms I!LLC;"f"hree H-K LLG �Industrlal �other{desu�be):Domestic, Fire Proteciion, � c/o Bisho Br den Associates, !nc �Municipal Augmentatiort, �change, and all other � "'"iYApi°°"" beneficfal uses. 333 West Nampden Avenus,5ulte 1050 `� (�i+�gat�on cuy esaa�� Lpebtls �Commerclal Engiewood CO 8011p a,W�II Data(ptopO5ed) - �_ . BIeP��N •maU fOp���) � Maxlmum p�mpinp rate Mnuoi emwml ta�w�u�n+m � �303�806-8952 osanchez�bbawater.com �5 gPm 32.$ �� aore-feat 2.Type Of AppllCatlon(check appliC�ble bQXeS) Tete��m ,��;ra� -W�--•-------,M.�..°��°_ � ConstrucR new wall D Use 9xistlng well g� �Bt LaramiE�-FpX Hills p Replaca axiSdng wel! O Changa or Inerease use g,Larid QIl Which Ground WatCr Wlll Be Used p Change sourr.e(aputf�r) ❑Resppllcstlon(explred permit) .,._._.._ ❑Other: Leg81 Desc►lptlon cmay o.providod ea o�ened,mency.$e6 a1t2Ch2d map and 3,Refe�Ta(if applicable) � legal desCriptions � � WaA P��tl} � ��IN Court uee M � . N/A N/A iDulp�alad Bw+n tlntamin.11on M WNI n■m�R� � N/A Lot 3 Weli 4.LOC�tiotl fJf Pro osed Wel! ' j �o�ry ----------^-- (U used t�r cro Irtfpatlon,attact�a sealed maA thet ahowa Irrigeted area. �� ry.. i Weld NE +ia�� SW � A �',°".. 9. aM,.r � f° N/A NIA �: Sadten TONtulrlp N w& Ranpe E or W Prlrsdpol Ms�tWan �$ z �n �4 ❑� 6�' C, Llet any othe�waU�awatar dpht��d on tl+is�er�d; o�eienca af wen erom aeeuon Ilnse(eedion unes ara H mlry�pt properry Ilroe) �IA ! 2356 FI,hom C'�►�181 s 1689 ��^+�E�W 9.Pro osed Well Driller�.icense#o tional ;:Licensed Forreplscemarnvrollsonly—tll�unu�ntlWnnlonhomoidNo�lonsvv�ell �10.Slgnature Of Appticant(s)Or Authorized Agent N/A teet N/A dlroctlon �e making of falap 9tdt9ments nare{n eonstkutes pe�jury In the sccond � Welr ioeauon a�es�e�inaud�CHy,eiwia z�v) ch�k irwou.�.s�.�N i�xom+. degros,whleh.ls pun(shable as a ctass 1 misdameanor vursoant to C.R,S. � ��A 24--0-104(!3)(a). I hsve+�ead the atatemants hera{n,know the centents tNereof end stats that the are Vue to knowled e. I ' $IW� �A�U a+lileal■ ) .� Dels � . I Optlonal: GPS well locaiian lrtformatlon in UTM Pormat Yar must chack GPS w+U ror ����'` ,���,� � reGutred setllnpe aa fallowa: � � Fnni�wm+8 tkw ��� ----- I formetmwl6aUTM Nlie�r{Mt� Z, �wneNaL � ���':{�^ 81e�Jcoer� �fsec. Sy.�, C12ons 12 or O ions 1s E�sBnp w+l,rer �,[sC N�[C �p.�s4 1�w.�; �ti�f �4 ���G a�.f. � t1nIW murl Gn Maten Q��$V8$Q11�y 6atum mud ha NAD83 Northlnp unit mwi ee�et u ws xnh U8G3 meA nBms •r••���r 1NR maD a0��� �u�r acY Blsv���•�.•,•.�••.�••••�• Wae GPS unll Ciadrnd lar olfo�e9 ❑ves Ramember to aat Detum tn N.Ca83 � 5.�arce[On whlch Vllslt Wlit Be Located Reeaipt area only �� � � PL�A5E ATFAGH A GU1�KtENT a�El?Fp12 THE SU6J�CT'PARC�L � A. Legal Desedptlon��ay ne oro.aa.a N�n snrdm�ant): ' Ses attached leg�!descrip#ions Tran�Numbar;3617�3 8J73�2QQT t:55.37 PM � MNao�arttDart(15): � Total Trar}s Amt;a100,:0� I CHF�K � I ChecJt htumbar: 23887 Check Amaurd: �00.00 -•-• 6, �ot auea In Parnf C. Ownw WE 138 Three H-K LLC ,,,� D. WIN IN�Le Sha mly well on�f��pwosl7❑YSS �NO p�no-lit othor wrlb) �MICe Other wells may be pursued in the future ,voPo ! E. Su�e Parcel IDM(opUonen: �� ! . SES OfV�,_,,, WD ' BA_ M�_ i I � I i . ... . , . � . ...._. • . �00/Z00� dZS SZ�I1QO�d ��1Z �I��I tT10 LtB i�9 �� 60�Zt �IIZ 800ti/�0/�Q � _- � . . - � � ��_ RG4W . � . - � - �.. a `' -- --- - -- .� _ _. _... -._.�__. . �. - ---- ----- -- _ _ _ .___�..___ - -- � -- --------- -= - - - - - - - -- - -- a :� , - ,��� . , ---_ — - ._ __—.____ c��cA _�.__ - ----_ � - - ;. � ,�: � . ' . . . ._• x j . . � � _ . _. �.��y i _ � _ _�_j .�� � . . ' . �" ' _' �- - �• -J"�I ",I' Rf 1 I'a F� ` 1Lf?�. --••_ �"'�C'�� ." """"' ' '..—.__ �� ——..' .'._..'"—_. _ _:. .--.. . . . - f-�� i 1(�{t� t� �� ' � .,�-``-^'�t��t_�i�f� .�' L"'�~ -.._� �, �J _ .'::�- '�-r � � .. -�, - . -/r• `�_ - � T 2 N ' � �� - -- -' � � _ -.;.,. ,tr � ' - �,. � � r^. - .. . . - _ . --\: -- � . � y� E� - � _ \ __ � Q __ —'_ '_ .�.r__ _ _ __ . . _ � _ .. �� '`' _ ��Uf?tf� CJ...! � _ _ _ • � . -��� _ __ ��.._ .. . . . � ' 'Tl, Q ' -�.,: ,._._� ' .o v_ - ' _ � - '( � !. • . -- ,� __ . •. �- � . , • . --- r`-����-__ .. � +-_ `-. . � - - -- - � .. . . cQ .. = " _ .. - = � �- � , _ i + --- __ ' .. r^. • . _ - � _. ' -.�+8�� • � ..a�,.� � ...o�>oo.�.,,e�,.....�s. �1 " �------.. . . ._ .� . _ ..�.�._. _.,. ._ .:.�_.�... ...�. . . _ � . . � . . . .. _ . . . . --..._ -- — -.. .. . .._._.....---'. - _-..... .._.:-----=----- - � N OVerview Map r�, �egend �en�ral .�oc�tion 11�ap . ���E --'.'MaidT�lfi�� -_'" E -- A`} wentAau�n. � �- -`.�:;t� ._.. ._ _ . S "- � Qfovm�ah�t�a�duy __°-�..`aO�:O-�',:a.L�.S3... 0 p trrcheVualst.2wre� -- � . - . -i cV Dale_June13.20D7 I 0 Bpp t,2oD ..- _. _- ' � JobKO.a533-t0 . '_" ' '—' "' �� FeeC O _ _ ._.. _. . \ ' c�^.� O Page 1 of 1 Jacqueline Hatch From: Jacqueline Hatch Sent: Thursday, May 01, 2008 4:25 PM To: 'Brian Dingeis' Cc: Lauren Light; Don Dunker Subject: USR-1615 Brian, I have reviewed the paper plats and have let Alles and Associates know that they can pick up the marked up copy (the look good — some small changes but nothing big). Prior to recording the mylar I will need sign off from Public Works, Health Department, and CDOT. Also keep in mind our previous discussions regarding the improvements on site. You can either bond the improvements with the County or complete all the improvements prior to recording the mylar. I have also CC Lauren Light with the Health Department � and Don Dunker with Public Works also. Thanks and let me know if you have any questions Jacqueline OS/O 1/2008 . ,..�. . .. - � � �. � . � �_ � �� � �� � � � . . . . . . ... � . . i �...� - � � #��� . �. � . �� ,� . .� . . . .� � ..� , . . ' � . VVeld Coun�r Planna�g D�part��n?E: . , � �,� GREELEY OFFICE I �, . � � _ F � � ;4� APR (l 7'�'�1(��� � � , . � , � �� � � �� � , . _ . _ . ., . , � R.����`��'�? � : . . � �____;r . TQ: ,.�a��elin� H.�#�I�, Planning �ervices DATE: April 7Y��a� I , � r ,, ,, � . _ , � . . , .. 3 1: . . � - ' � . . _ � FRQi�If: pa�id Snyd�r, E.I., Pu�li�.1IV�rks � � �Dor� Dunk�r, P.E:, F��rbl�c 11U�rlcs ,• �� � � � € , � _ ;: . I . � ����R } `�� �UB,9ECT�.U�R-1�15, H�r#t�n Farr�s II, LL� , . i Th�;1�1Cel�t ��unty P�ul�li�W�rl�s b�partt��t'h�� revi��ed ��ti���r�����1. T'hi.s p�'Qject falfs �rirn�ri�y �r�d�rlth� pur�fiew af tl� �lse�"��r.�R�cr�l R��i��r����,��t��,��'Id �pun'�1���'�,.`�h��p�cr�3, J�rti�e 11, Q��r�s��n �; ��c��4n 23. �ur�ccam�er�ts ��rd r�quirern�nt� ���,:�����14�uv�: I C�3�IulEEE,��T� � F�EQI����,M�NT�. r�:, ; .-� - �: Nt�te A fi�tur� Fr�c�hwa i�i��r.�h�n e/��ei�.�t 1��� and 1�l`�1�:::�� rnay b�` k�uil# 'f�r th� Pic�n�.�r� pe��t�;�rr���at�` � Y �: . c.ar�mu�ity to fih� n4rth.o�'tMis �1�'R: � ��s��r►�nts � �i�h�� Q#��y: Th� �pp����t���reqwire� #�_i��►��i�r �n'c� drrn�n�io,n, a�n Yhe=���� �f�� ����r ��: „�,:. ' tYpe ant�it���ti�on�of al,� ������nts �nd f��t�lU c�n or adJ�cerit'tr��tff���k�j�c�p��^�I, Utilrty�a��t��r��r�� � ���_ �. k�� �h��rn.;Qn tl�� rn�p. Cr�pt,��rn�rrt� ���lld[r�g�r �tc;;� �hau�� ��'f���� i� � rr���t��r a� t�,��#4����� ��'� ' °�' I,imt"i#':tF�� u�� -4��1�������rr��nfi� c�r �(�1�r Pl�a�e cle�rty 1a��1,,x���a�rf�; �r�c!`�im����Gt�r� r��G�������������t�.�`: , �n�!''�E'���1=��'fr��ta���r�3��I ri�h�ts-o#-w��: . , . 4 ��I�����I�r��r����� � . '1 f�'��a���+�dr���s�all r�dfin�s 'r� the,F�nal Llrainag� R�p��►`��i��� March.��Q8. `' { :�� �l��}'I���r���� r����cf �r�as (pan��,.�anr�l�s, etc.} �h�t� b� pt�;c��t in perrn�ri�'nt dr�ir���� ����r ,,"�� a��';` ��yr. �: s����u���,n`�'t�e IJ��R`pl�t: ` � � - r � ��� �`�� � �'(����,r��ahr���.th� s��t�m��t �:,�h���# ���.1 �r�� ����it��l �rar���e E��p��t t� �t�f� �.1. �. ,� _ vi�rf�`�nat b� resp�n�i�l.e for tl�� r��ir�t�n�'nc�Qf dr�ir���� ��;l�f��fa��lit�es" �� �w � ��" ' ' " � r'-�.��w� ' 4 ,Irrfi,��r�#r�n' ��t� �h�ll.ar�ly apply tc���+� �a��e fo�t�r�r����h����nd: _Ple�se a�IJ��� ��'tFl��rr��r'����������-' ` � ` a�c�rdin�ly and`'shQw'rr�w pon�i�t�perth_'r� �d�t��trir��:nt. _ �� � � - s �t� �` � i . R� �� � � ,rot c` n � c' e o' ., a� k� � ;1 I 5 �tl������u#��t��ru�t hr�r�e r�� �p��tl�'k� e ��� �� �,��r� _��i�a �nd . .�s n I� .,�� �y� �� �t��#���. f I�), ���th'(1AF�, �n�i tt�€ckr�+�����) �f�;��l r�prap apro��� �-i�1�`fl��=ra���i`G�r� ro+�l�si�� �D��).a���:�fia��r1� i�r��.. . ., � clrawirrgs. A() dirt��r�siflr�� ifiw�t b��.Upported�lifh'h�yzl,�a�ri�'�ai�ulation��rairri th�,dr���r�g,�"t����f.` 6. -P����,s� pr.�uwd� c�lculation�,tQ shauv th�t chann�t��r��Y��il��urth the prapQ��d"f'�I�ll. . " -. � �� p�: ��_, ���r�t,�r� ���'m� II�; LLC (��t�����F�arr�� � � � - � ��#'�°�� '1��1� . . . , _ �, ,, ' �.�, .: � ��:. ` �� .IANUARY 2008 ��' REVISED MARCH 2008 � � o � � �. � FINAL DRAINAGE � � REPORT I � USR 1615 I' Lot A, RE 4606 _. Weld County, Colorado � ' �,'� t��'' � n ��'r� R I _.._l`" �� IJ U � ' �°��� � �_... .�________,� < � � ` MAR ��s'� . ' 3f � I � �� � � f � � � � � � i � � 1 f-� n r ,^..r-r�� t-^�---�-�"`' ;..L- ....-'_�_ �,:� ii' i��(l ;!n ��. � �' Prepared for. _ PEAK CONSTRUCTION MANAGEMENT o�pi�00 UCF,y�� 131 Wilcox Street � • �s� Castle Rock, CO 80104 �:. . (303) 814-01 17 - Prepared by: •"' �t�R�� _ LAMP, RYNEARSON&ASSOCIATES, INC. 808 8t"Street - Greeley, Golorado 80631 _ (970) 356-6362 � . � � � � An infiltration rate of 2.2 inches per hour was assigned to the detention area. The infiltration rate of the natural detention area exceeds the calculated allowable release. � The allowable surface release rate for the 100-year storm event is approximately 0.9 cfs, which is the 5-year historic runoff generated by the site. The infiltration rate was determined by considering the percolation rates measured for the sizing of the septic �� field, approximately 2.2 inches per hour. These boreholes are located within l 0Q feet of the detention area and the sails for the site are shown to be uniform by the NRCS and the two soils investigations performed at the site. This infiltration rate was then multiplied � by the area of the detention pond-����T � �* �r�-�^**b���..^�.. The 100-year pealc infiltration rate was determined to be approximately�.�i ,C4,n o►nl jr �5e ahoi pd'���^" *Note-Weld County is not responsible for drainage related facilities.�� ����'��'°` "�. �/r/r/�" � J���'d �o�c s)yo4,, Detention Pond � Drainage basin area routed through the pond 4.02 acres Developed 100-year runoff 8.1 cfs � Developed 1 Q0-year inf ltration rate 1.2 cfs - Developed 100-year release rate 0.5 cfs � Allowable Release Rate 0.9 cfs w,�i ,���6i y Pond volume required to detain 100-yr runoff 15 266 ft3 (0.35 ac.ft. �M��� �/ ' Cr�r►-e�l'eo��h�%�'� � WQCV volume required 678 ft3 (0.01 ac.ft.) ��e Pond spillway elevation 4,966.5 ft � Top-of-pond-banlc elevation 4,968.0 ft WQCV provided 1,397 ft3 (0.03 ac.ft.) � Pond volume provided to detain 100-yr runoff 18,383 ft3 (0.42 ac.ft. c. Contents of Tables, Charts,Figures, or Drawings in this Report � 1. FIRM Map Page 7 2. Hydrologic Soil Group Pages 8-10 � 3. Depth Duration Frequency Table Page 11-12 4. "C" Coefficient Calculations Page 13 � 5. Time of Conc�ntration Page 14 6. Storm Drainage Ru.noff Calculations Pages 15-18 � 7. Water Quality Control �olume Calculations Page 19-20 8. Pond Stage and Storage Information Pages 21-22 � 9. Detention Volume Modified FAA Method Page 23-24 10. Geotech p�rcolation tests Pages 25-26 � USR 1615 Page 4 Re-4606 Lot A March?008 � , _ , �- - _ - - - -- a= r,�c '�,+..,'_ 4„J�. r: �'.A r� S' 5"..�Y , dP'°�. .^ ?"z *� � , � , ,. . � .�_. . .,. ....�3' � ,, _�, ���� ���"�J �� '� � � i _� i I „�� _.4_ , �_..,. , r, . , � RE 4606 Lot A � 312612008� � PEI#07-038 ti� . COMPOSITE RUNOFF COEFFICIENTS Basin Total Area Total Area Area of Each Land Use,s -ft Weighted Com osite Runoff Coefficients,C sq-ft Acres Roofs Gravet Areas Walks/Drives Landscape Open Space Percent 2-year 5-year 1 D-year 100-year . 90% 40% 95% 2% 5% Impervious - E-1 775,111 4.02 0 0 0 0 175,111 5% 0.D4 0.10 0.19 0�.38 O-1 3,789,720 87.00 0 0 � 0 0 3,789,720 5% 0.04 0.10 0.19 0.38 ,�,�,< �'��,�� � s��3,..� .,Jh ��'�� �a— f�. — y.- + - D-1 175;111 4.020 27,500 45,742 0 20,000 81,669 27% 0.16 0.23 0.31 �0.46 -� �� ��}ec! �G y � �,/'�����°� o '� rd ;►�en��.s ��� J�e��.y r�►�r-�e� , �-. W Final-alt p Storm Runoff Calculations toolsheet Pickett Engineering Ina . . , �;;: " DETENTION VOLUME BY MODIFIED FAA METHOD (See USDCN Volume I Runoff Chapter for descriptfon of inethod) t Project: USR 1615 _•��; Basin ID: (For catchments less than 160 acres only. For larger catchments,use hydrograph routing methods) - s: (Note:for catchments larger than 90 acres,CUHP hydrograph and routing are recommended) The user must fill in all of the blue cells for these sheets to functlon. esi n n orma�on n u : Catchmenf Drainage Imperviousness I,= 27 percent Catchment Drainage Area A= 4.02 ecres '-�'� Predevelopment NRCS Soil Group Type= B A,8,C,or D ' - Retum Penod tor Delention Control T= '100 years(2,5,10,25,50,or 700) __ Time ot Concentration of Watershed Tc= 29 minutes Allowable Unit Release Rate(See Table A) q= 0.42 ctslacre � � One-hour Precipitation P�= 2.76 inches fj Design Rainfall IDF Fortnula I=Ct•Pt/(C2+Tc)^C3 �;..� Coetficient One � � Ct= 28.50 - Coefficient Two C2= 10.00 Coafficient Three C3= 079 �� Determination of Averas�e Outflow from the Basin(Calculatedl: ��n�I Lw Sv� � ��.G�� 1� •r.� Runoff CoefficieN C= 0.46 �������� InOow Peak Runoff Qp-in= s r�' �'Q � �L Allowable Peak Outflow Rate �p-out= 1.69 �: Ralio of op-out/�p-in Ratio= 0. ��)� � Table A Recommended Unit Flow Release Rate in cfs/acre of tributary catchment within UDFCD boundaries. Design Frequency NRCS SCS H rolo ic oil Grou '����� � DA C&D �-:._,. 2- ar 0.02 0.W 0.04 l, ar 0.07 0.13 0.17 10.ear 0.13 0.23 0.30 . 25-ear 0.24 0.41 0. 2 0-ear 0.33 0.56 0.68 � 140•ear 0.50 0.8 . 0 �;, e ermma on o e en ion o ume smg o e e o � �� 15 <-Enler Rainfall Duration Incremental Inerease Value Here e. .5 for 5-Minutes � r��r e3��-.:' Rantall Reinfall InOow Adjustmenl Averega OutFlow Storage �'�� Duretion Inlensity Volume Fador Outflow Volume Volume � minutes inches/hr cubicfeet efs cubicfeet cubic(eet � in ut out ut out ut ou!ut out ut out ut out W � 35 3.95 15,328 0.92 1.55 3,261 12,067 .,� _ 50 3.15 17,466 0.79 1.34 4,021 13,446 �,.. 65 2.64 19,054 0.73 1.23 4,781 14,273 � 80 2.29 20,320 0.68 7.15 5,540 14,780 �`'� 85 2.03 21,377 0.65 1.17 6,300 15,077 710 1.83 22,288 0.63 1.07 7,080 15,226 � � 125 t.66 23,086 0.62 1.04 7,820 15,266 �'��� . 140 1.53 23,801 0.60 1.02 8,579 15.222 � ��� 155 1.42 24p50 0.59 1.00 9,339 15,110 170 1.33 25,043 0.59 0.89 10,089 74,844 � 185 1.25 25,591 - 0.58 0.98 10,859 14,732 '� � 200 7.18 26,101 0.57 0.97 11,819 �4,482 .�,...:..:. 275 1.11 26,577 0.57 0.96 12.378 14.199 _ - � 230 1.06 27,025 D.56 0.95 13,138 13,887 - 245 1.01 27,440 0.56 0.95 13,898 �3,550 260 0.97 27,849 0.56 0.94 14,658 13,191 .�". . 275 0.93 28,230 0.55 0.93 15,417 12,812 �a�,C 280 0.89 28,593 0.55 0.93 16,777 12,416 -'�r�� . 305 0.86 28,941 0.55 0.93 16,937 12,004 -..- . 320 0.82 29.274 0.55 0.92 17,897 11,577 - 335 0.B0 29,594 �.54 0.92 18,457 11,138 350 0.77 29,902 0.54 0.92 '19,216 10,686 -.�:3��,� 365 0.75 30,199 � 0.54 0.91 19,976 10.223 -- 380 0.72 30,485 0.54 0.91 20,736 9,750 395 0.70 30,763 0.54 0.91 .21,496 9,267 � �� 410 0.68 31,031 0.54 0.90 22,255 8,776 425 0.66 31,291 0.53 0.90 23,075 8,276 � � � 440 0.65 31,544 0.53 0.90 23,775 7,769 ���� - 455 0.63 31,788 0.53 0.90 24,535 7,254 � � 470 0.61 32,028 0.53 0.90 25,295 6,733 . . 485 0.80. 32,260 0.53 0.90 26,054 6,206 500 0.59 32,487 0.53 0.89 26,814 5,673 515 0.57 32,708 0.53 0.B9 27,574 5,134 ��� � 530 0.56 32,923 0.53 0.89 28,334 4,589 � � 545 0.55 33,134 0.53 0.89 29,093 4,04D 560 0.54 33,339 0.53 0.89 29,853 3,486 , �-� 575 0.53 33 541 0.53 0.89 � 30 613 2 928 �� � Stortnwater Detention Volume(Cubic Feet)= 15 266 � .,� _ Stormwater Detention Volume(Acre Feeq= 3505 � UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 1.03a,Release UO.Detenlion v7.03a,Modified FAA 3124/2008 �� � Page 1 of 1 Jacqueline Hatch From: Jacqueline Hatch Sent: Tuesday, April 01, 2008 1:23 PM To: 'Brian Dingels' Subject: USR-1615 Horton Farms II LLC Brian, I had a chance to look over the information provided and the following items need to be addressed. 1. I haven't received sign off from the Health Department yet. 2. I need sign off from the Public Works Department 3. The CDOT (Colorado Department of Transportation) needs to be addressed 4. and an improvements agreement may still be needed depending on the plat. 5. a revised plat will need to be submitted for review. Please bring in 3 sets so I can pass one on to Public Works for them to review. Additional items may come up through the review of the plat. Thanks and let me know if you have any questions Jacqueline 04/Ol/2008 ' ` 03/27/2008 T�U 9;59 FA� 6�- -l7 Olll RA�I' TURF PRODUCTS STP f�001/O10 . ' ""�� 731 Prior Ave.N. ���' St.Paul,MN. 55104 ���� � Pt�one:651-2p9-1100 '��� Fax:651-917-0111 @f0-9UCfC1.00f'1'i FAX COVER SHEET; The information cont�ined wiGh this fsx transmission in far the part�addressed in the atxn.�eld. Please treat this materfal as the personal praperty of the mer�tioned person and forward the fax to him or her as soon as po�sible, • /� . � FROM: /�r..e.1 .i,,�/1� COMPANY: ADDR�SS OF RECIPIENT; .�._ ATTN: � a c.8 i4t./,;,�. .,�G� PAGES W/COVER: �� TO FAX: � 7��O) re So�- `-(1-I� TO PHON�; ADDITIONAL NDT�S: . ,.. . . - -�Sb.c���.`nt�� . . .., .. -.. �`�-r.t . �t,�' ,is �t ��,,,. . �1 t �G/ �.� � _�—_. -��,�. . �. �. c�ri,��.t,�.�. _.... S,�.. . S�� — ������S �� � .��� _ t .�oT �n�n o��� �' ;,� S c.�..,,.s e�c-. . �s �,;..� _ 'L�o c�rvl'� . . 0.�" �''�w .��.�a'�S �or . . ��' -- -- ,. . �S a�7't�:� . C lS-c�,. -- - �E C o� ..._ .�IL°a�L.�t.'���E �Kb4�. _ - .. . ... . . . �'L...,.�S ... . �-�--� � � � -- ._ .. . � :� � � :� .-� ..._ ' 03/21/2008 TgU 9;59 FA� 6�" -l7 Olll RA�I' TURF PRODUCTS STP �002/010 ' r��.. � '��� � Marc;h 27,2008 Jacquline Hatch . WNd Cnunty Plantling Office 4209 County Rd 22.5 , Longmont,CO 805Q4 • JadqueGne, Tv corifirtn and let the oounty know that at this time there is no plan to have any signage on my property near Keenesburc�. There is not realy any drive up business,we only sell through distribution which all gets shipped out. � If there�re any quesbons or ooncems about my sign plan,please let me lcnaw. Best regards, BriaR . Brian Dingels President � �� . r ����t������ .. �1�i W.�r 99 Sn_+.,,,ir�1���1���+x's�'�-vKi�� ! Phouc:(612)382-27$3 • ra�:; (50�524-38S9 .... . ...... .... ....... . . .. !,�, . � . . . :� - �..,. _.._ ' 03/27/2008 TflU 10;00 FA� 65" �",7 Olll RA�I' TURF PRODUCTS STP [�007/O10 ' eRecordsd in Wald County,CO Doc!d:3�02585 . � � 09/0712007 02:19 P Re�eipti�:7321280 Page:1 of 3 Total Fcs:$32.50 Steve Moretto, Clerk and Recorder WHEN R�CO�.AED RETURN TO.: Name: �ro-Guard West, Inc. Address: 56065 Colorado Biv�d Denver,CO 80216 w T� ���n , THIS DEED,made t��s 2$�h aay of August,2407,between Horton Farms II LLC, a Colorado �i Limitcd Liability Company whose legal address is 1385 South Willow Street Denver,CO 80247, � grantor,and Ero-Guard West,lnc:a Colorado Corporation whose legal address is 56065 ' Color$do Boulevard,Denver,C4 80�16.grantee: ' WITNESSETH,that the grantor.for ared in consideration of the sum o�$165,000.00,the rcceipt g an and suf�iciency of which is hereby aclrnowledged, has granted, bargaincd, sold and conveyed, and•.by`these•prescnts does•grant;bargain, sell, convey and confirm, unio the �tee, his heirs ,aixd,assi�;fatevet, all"the rea]praperty, together with improvements, if any, situate, lying and being in the said County.;o;f,�VeId and State of Colocado descr�bed as follows: . ... . �;,... . �;��, See"Exhibit A"attached hereto also lrno'wn by street aild number a� •TBD .CO TOGETHER with all and singiilar�ttie hereditaments and appurtenances thereto belongin�,or in anywise appertaining, and the reversion and revcrsians, remainder and remainders, ren,ts, issues ' and profts ttiereof, and all the estate, right, kitle, interest, c1aim and demand whatsoever of thc , grantor, either in law ar equity, of, in �and to the above bargaincd prernises, with the her¢ditaments and appurtonanees. . ', '��.•l ]EiA�'E ,�u'`D Tm HOLD'• tho s�id.�z�ises ��b�ve bs3gsir.ed a.�►d describe�, with the '� �ppurtenanc�s, wtto the grantee,;his heirs and assigns forever. A.nd the �tor, for himself;his , heixs, ar�d'personal representatives, does cvvenant, grant, bargaia, and agree to and wsth the ' grantee,his heirs and assigis,that at the time of thc ensealing and delivary of tli:ese prescnts,he ,� is well seized of che pnemises abov�e conveyed,has good, sure,perfect,absolute and indefeasible '� ' estate of inheritance,in�aw,in fee simple,a�ad has good right, fuli power and Iawful authority to grant,bargain, sell and canvey�tI�e same in xnanner and form as,aforesaid, and that,the same are free and clear from all forraer and other grants, bargairis, sales, liens, taxes, assessrnents, encumbrances and restrictions of whatever kind or natture soever,except ;: �t:, �...�;r-,�-�.::,��'�'dV�t�'E.l1rl�: . ` . . ,, . . . . . _�.. '�:a • : .�'�1 u/ A yi. , f.' :,�' . '.�.;� .� �.. b�r zao�Ro� , ,,—; . ' . St�aR�7'itle of Culomi4i.:.:.r" . � ' �.._..:=.. .. .. .. '+:' . "l . . _ ,, ... . . �'`'. ' 3" .: , •:,•: iVuinnty Deed—Piatographic Kxord(Extcndedj . • . ; � , ,, . � • . . ' . . .., . . , . , �Page 1 of 3 , . . . . ' . � 03/27/2008 TflU 10;01 FA� 65" ""7 Olll RAMY TURF PRODUCTS STP f�008/O10 I VVHEN 12LCORDED RETURN TO: � '� Name: Ero�Guard West,Inc. Address: 56065 Colorado Blvd T1�YS A0CI�IENT W1S CpRECURDED IN T�0FACE�THE 0bl�m� Denver,CO 8021G C�.ERIiANDREC0Ai3ER0PI AT � WAR�RA.NTX��E�D. � . THIS DEED,made this 28th day of August,2007,between Horton Fam�s II LLC,a Colorado Limited Liabxlity Company whosc legai address is 1385 South Willow Street benver,CO 80247, grantor,and Ero-Guard West,Inc.a Colorado Corporation whose legal address is$6065 Colorado Boulevard,Denver,CO 80216,grantee: WITNESSETH,that the grantor,�or and in consideration of the sum vf$]65,000.00,thc rece�pt ! and su�iciency o�wku�ch is hereby aclsnowledged, has ganted, bargain�d, sold and conveyvd, at�d by tb�vse presents does grant, bargain, sell, convey and confirm, unta the grantee, his heirs and assi�s forever, a11 the real prope�ty, together with improvements, if any, situate, lying and bcing in the said County o�Wcld and Statc of Colorado described as follows: II Sec"Exhibit A"attached hereto` also�own by street and number as: TBD,CO TOGET�ER witln all and sin.�ular the hereditanaents and appurtenanccs thcrcto bclongisig,or in anywise appertaining, and the revCrsion and reversions, rema,inder and remainders, rents, issues and profits thereq�, ar�d all the estate. right, tit1e, interest, clairn �nd demand whatsoever of the grantor, either an� law or .equity, oF, i� a�d to the above bargained premises, with thc �here�litannents and appurtarances. TO HAVE ,A�NA TO HOLD the said premises above bargained and describecl, witti the appurtcnanccs, unto thc grantee, his h,ozrs and assigns forcver. And the grantor, for himself, his heirs, and persona] repmscntatives, does covenant, grant, bargain, and agree to and with the grantee, his he�irs and assigns.that at the time of the ensealing and delivery of these presents, h� is well sotzod of the premises above conveyed,has good, sure,perfect, absolute and ind�feasible estato of inheritance, in lavt►,in fee simple, and has good righC, full power and Iawful authority to grant,6argain, sell and convey the same in ma�nner az�d form as aforesaid, and that the same are &ee aztd clear from alI foxmer aad other �ts, bargains, sales, lieus, taxes, asscssments, ; encumbzances and re.strictions of whatever ldnd or nature soever,except ' ��VV�►P�T�'E�'�E Fi10 Numbors 20Q704pQ Stewatt TiUe of Caloza� Wss'tyncy I)eed—Photographia Rp�qro(p,utendod) Pagc 1 of 3 " 03/27/2Q08 TgU 10;01 FA� 6�' "l7 0111 RAh[YY TURF PRODUCTS STP �009/010 � � General t�ces for tbe y�ear 2007 sad subsequent yeaxs;aud those spoci5c exceptions dastz�,'bed 1�y re:ferez�ce to�rec�z�ded docume�i� as xeflected iuz the Title Documenfts accepted by C�Tantcc{s) In a�ordanae w�th Section Sa it�e Review of the Con�ract#o B and e eat F�e rel ' ta S IIR (T ) � � the above desan`bed pmperly; c�.stn'butian utility eas�menxs (including cabte TV); those specificaIly de.san�bed rights af tbird parties not shown by the public records of which t�raatee has actual lrnowledge and whi�ch wese accepted by Grantee(s) in accordance with Section 8b (Mattars mat shovm by the Public Records) and Sectioa 8c (Survey Review) of the Co�:ttact to Buy aud Sell Reat�etate relating to the above desccx'bed resl prape�l.y, inclus�on of the pmp�'y within auy speoi.al tax d�scxict; a�ad, the benefit ar�d burd.ens o�any dx�o� and pany vvalt a�ements, i�aay, Aeclara�or� o£Easc�oacn�s dated August 28, 2007 aud Resen►a�ion af Non- tt�but��nd Not no�zbutary gr�uudwater re�orded 7-16-07 at Rec.No.3490631 of the recozds vf Weld County. Th� �tox sb�ll a�ud will WA�RRANTX ,A� �'ORE'V'ER DEFEIV'� the abova-barg�am.ed pr�mises in the qtri�and peaceble possessioa of the grantee,ius heiurs and assigas,against ati and eveiy pc�rson or�erso�ns lawfiilly claiming the whole or any part thareQ� The singulaz numb�r , sball include the plural,the phxral the sm,gular,and the use of any gender shall be applicable to all �� IN WITN�SS W���4�',1�Ze�antvr has executcd tbis deed on thc da#.�sct fort�►above. �, � S� , I' � n w � f� STATE OF Colorado CUi7N'�X U�_. �i'1(1 rC/� 3'hc fore oin,g iustrum t was aclaaowled�ed before me thi�s 28th day of.A,�gust,2007, bY S i _as ma�ager af Harbon Faxms II.LLC>a Colorado T,imited 'tsr�c�apa�y. • My commissi.on expires � t . �ktess my hand and official seal. 1 - � No Mpn► ' IZABET�plTs�C �L�p�ARY��ORAp� _ STA'�E O�� a12�1� ' ' �g,lo�ExPlres 0610 — .....�__ Y �rm� zoa7oao9 s�cr�orco� � H'asvny�nd—Phaogaphic R�cor�(Exrmdee) Pag�e 2 of3 � 03/27/2008 TgU 10;02 FA� 6�" "l� Olll RA�Y TURF PRODUCTS STP �010/O10 , ' ' � ���aw�t� . LEGAL DESCRIPTION Fi1e Numbcr:20070409 Lot A,lZecorded E�emptaan No. 1305-28-3 RE 4606,recorded August 28,2007,at Rcception Na 3500170,bcing a part of the SW 1/4 and part of the SW1/4NWX/4 of Sectioa 28,Townsh�ip 2 North, Range 64 West of the 6`�P.M.,County of Weld, State of Colorado. For Informatzon On`y Fro�erty Addrass: "f13�7 Color�tdo' �: ' Sa.^v�art 7itic duxranly C'.o�typany for rot�t Collitts Divttioa Comadtrncnt—Sal�ululC A ' r�o z otz � 03/27/2008 TgU 9;59 FA� 65' ""7 0111 RAMI' TURF PRODUCTS STP �003/O10 ����• it��. � ��� March 27,2008 Jacquline Hatch Weld County Planning Office 4209 Counry Rd 22.5 Longmont,CO 8050a Jaoqueline, To address the;mprovements bonding I am attaching a copy of the bid from my excavator to do the parking lot which is up b code and an estimate from Ero-C3uard ta do the landscaping. The plan is Uo just plant natrve grasses on all the areas that we have disturbed. To address tne topic of screening�e pa�Cing lot (which is Just a graVel Iot to appea)to the agricuRurel surroundings) we plan to ptant tal! � native grasses around the proPenY (ie. Slg bfuesbem which grows to 6ft hall) in cffort tio sa�een She prop�rty and anythiru�sdpred outside. � If there are any questbns or concerns about my sign plan,please let me know, Best rega�ds, Brian B►ian Dingels � Preside� � ��r ���#.—�'��� . . � . . . � .:,-r - � � 03/27/2008 TgU 10;00 FA� 6�' "'.7 0111 RA�[YY TURF PRODUCTS STP f�004/O10 i , I ( � �ili j ���� � . ��� . � n��n 27,2oos ' Ero-Guard Wesk Inc 26368 I 76 Frontage RD Keenespurg,CO 80643 Here is a quoM to broadc�st plar�t grass in the road ditah and the disturbed areas. It also indudes seeding big blue stem around the praperty to act as a natural visual barrier. SERVICE PRICE Brvadcast Plant seed a 1 ac�e �600.00 Nand ptant 8� Blue�tem araund�e rki lot $800.00 TOTAL 1400,00 � ff there are any questtons or concems about my sign plan,piease let me Know. Best regards. Brlan Br�an Dingels i President � a� � x . �� 41�H�vy 22$outk���l.iplctoa,�IN• 54065 l�honc: (G12)382.2733•Fa�c: (507)5?438S9 • :'4 � -^r . .-� - .� . � 03/27/2008 TgU 10;00 FAX 65' "'7 Olll RA�iYY TURF PRODUCTS STP �005/O10 � ��� � ���� �� TO:PEAK BUILDINa SYSTEMS _ ', 10/7/2007 ATTN:MR.JOM CAIN , , PROJECT:4606 KEENESBURG PROPERTY R-1 70l22107 EROS ON& MOYALS i uant nit Unit$ 7ptal EROSION 8 REMOVALS MOB1LfZAT1ON 1 EA $ 1,250.00 $ 1,250. 0 REMOVETREE5 3 EA $ 495.00 $ 1,245.00 REMOVE FENCE 480 LF $ 2.35 $ 1,128.00 SILT FENCE 300 LF $ 1.50 $ 450.00 VEMICLE 7RACKING PAD 1 EA $ 9,275.00 $ 1,278.00 GONCRE7'E WASHOUT 3 EA S 665.00 � 665.00 STRAW BAIES 12 EA $ 23.00 S 276.00 INL�'f PRO7ECTORS(S7RAW WA1"['��S) 3 F� S 115.00 $ 345.00 , PERMANENTSEEDING 1.25 ACRE $ 1,228.00 $ 1,531.25 TOTAL S 8,165.25 ESTIMATED EROSION&REMOVALS TOTAL $ 8,165.25 EA Bld Quanllty Unt! Unit Total EARTHINORK MOBILtZATION 1 EA � 5,695.00 $ 5,595.00 STR1P 4"VEGETATION TO 3TOCKPILE 2,852 CY $ 2.00 $ 5.704.00 CUT 2,568 CY $ 2.30 $ 5,906.40 i FILL 2,568 CY , $ 1.25 $ 3,210_00 ' REPLACE TOPSOIL 2,852 CY $ 2.15 $ 6.131.80 i 8URVEYING 1 LS S 5.800.00 $ 5,800.00 �! TOTAL $ 32 347.20 �S71MA7�D�AR711WORK TOTAL $ 32,347.20 � STORM PIPE Bid QuaMity Unit Unit S TOtal UTiLiTY CREVN MOBIC{ZATlON 1 EA $ 1,695.d0 $ 1,fi95.00 12"RCP ClA5S Ill 80 LF $ 51.30 $ 3,078.00 12"RCP FES 2 EA $ 556.00 $ 1,110.00 15"RCP C1A55 III 8 LF $ 78.30 $ 626_40 15"RCP FES 2 EA $ 665.00 $ 1,330.00 30"RCP CLASS III 52 LF $ 103.00 $ 5,388.00 30"RCP FES 2 EA $ 1,765.00 � 2,330.00 4"SDR 35 SLOW WATER RELEAS�PIP6 2$ LF $ 9.40 $ 2�3.2Q SURVEYINO 1 EA $ 800.00 $ S00.Q0 76.588. 0 ' SANITARY SEWER&SEPTIC B d an n t Unit S 7ots1 ' UTILITY CREV1l MOBILIZATION 1,695.00 $ 1,fi9S.U0 8"SDR 3S SERVICE LINtE TO TANK 290 LF $ 24.15 $ 7,00350 4"CLEANOUT ASSEMBLY W/DRNE OVER COVER 1 EA $ 375.00 $ 375A0 S500 GALLON TANK CIP 1 EA $ 2,755.00 $ 2,755_00 DESTRIBUTION BOX&MANIFOLD CIP 1 EA $ 925.00 $ 925.00 ', LEACH FIELD WIQUICK 41NFILTRATORS 114 EA $ 47.00 3 5.358.00 --S171Z1YEYIN E�$—r,z�5ao�—�;27soo , 8� ESTIMATED UTILITIES tOTAL a 35,975.10 Slb W.67th Siree�l.c�velan�(;i)S053S Plxma 97�_461_4091 �ax 97U.461_8602 • r.. � ._._ _.._ 03/27/2008 TgU 10;00 FA� 6�' "17 Olll RA�[Y TURF PRODUCTS STP �J006/O10 a Pg. 2 , PARKING LOTS 8 id Quarrti nit n�t ' ' � BASE CREW MOBILIZATION 1 , 25.00 S 2,125.00 I SUB-GRADE PREP. 5,870 SY $ 1.25 s 7.337.50 �, 6"CONCRETE ROAD BASE(CIP) 1,615 TON S 13.55 S 28,113.25 ' FINE GRADE&BACKFILL 5,870 SY a 0.50 $ 2,935.00 • I I ' INSTALL PARKING BLOCKS 22 EA $ 37.00 3 8'14.00 BLUE TOP STAlQNG 1 LS 5 2,775.00 $ 2,775.00 TOTAL S 4 ESTIMATED SURFACING TOTA�. $ 41,099.75 GRAND TOTAL THIS PROPOSAI, $ 117,687.30 "Water service wlll be priced separrtaly whvn moro dQtailed drawing�are provldod. "A water aource ia elose proximity to ths proJact must be provided by the Ownvr for compactton. "Quar�titi�s are a direct rtfleation of the ozisting contours ve�sus proposed.Sub-grado w�Il be cut using a 6"hold dowtl for periting lob tnd drive lanes,and a 4"hold down ia being usod for building pads. `Budgets for buildiRg exCavation&backf'ill will bo provided when atRtetural drawings are r�ceiveid. INCLU$IpNS: 1 mobillzation Tor wo�C propcsed hereln.Erosion control end removals installed per plan and as �ecessary to accommodate gradfng.Strip lopsoil 4"deep and stocicplle for re-dtstribution In non structurel areas. Ba�lance a�ts&1Ats to witftin+or-y10'of proposed subgrede contours IncEuding wmpaction. Replace topso3l in non strudural areas.Insfsfl utilihes per plan sheet G 6.1 dated 9/19/07.Sul�grade prep will � consist of scarifioation,molsture treatlnq arid eompaeting existing onsRe materia�s to a maximum depth of 12". Subgrade will be flne graded to aeeommodate 6"recycled conCrete r0�d qes@ whiCh wAI p@ heUled,placed end ' compacted to matoh flnlsh proposed gredes tc wfthln+or-1/10'•Instsl!22 concxete perking ploCks w/rebet pins. �XCLIl31ON3: Pertnits,bonds,testing,dewatedng,rock excavation,blast��g,�nuGk Exqvation,landscape wo�,footings or foundation excavation�frost mitigaUon,haz�rdoua waate r@moval,damage to un�rground uGli�ies not locabed, water source or water fees,conerete or asphar work,dry utili�ies or r,enduits,p�umb�ng or e�ed�ca�wo�k, import or export af over lot mate►ia1,d�msge W surrounding ar��due tV nv�al Con�d�o�act+Nly,w�r�ter protedion,water service,sumps,vapor barrier,�tirtleter dreins,underslab gravet,shoring. "Unit prices prevail iF change fn seope is determined.Changes to bc agreed to by the parties in writing p�ior to commendng with changes.Work wiA be scheduled upon receipt of signed proposal/conL�act in our offee. "WLE reserves the right to Encrease prieing due to meterial and fuet increaaea beyond our eontrol. E TIMAT REPARED SY DATE r. 3 •��(�' OWNE REPRESENTATIV DATE ' ----�— ------•— — — ; — , , i S I6 W.67tt�Stroet,Lov+olsnd�CO 80538 f'honc 970.4fi1.4091 Fax 97U_461.8602 � • � � � . Page 1 of 1 Jacqueline Hatch From: Jacqueline Hatch Sent: Monday, March 17, 2008 3:55 PM To: 'Brian Dingels' Subject: RE: Ero-Guard Attachments: plat and conditions 3.17.08.doc Brian, I have had a chance to look over the submitted packet for the USR-1615. As it stands at this time the attached documents are items that still need to be addressed. I have forwarded some of the related documents onto the Health Department for comments. I will need three sets of drawings to review (one for Public Works and two for Planning) In regards to the building permits I have checked with the Building Department and they are holding the full permit until the USR is completed on site. We have released early the footings and foundation under permit number BCR07-01844 which it appears as though you are working on that. Please let me know if you have any additional questions. Thanks, Jacqueline From: Brian Dingels [mailto:brian@ero-guard.com] Sent: Monday, March 03, 2008 2:36 PM To: Jacqueline Hatch Subject: Ero-Guard Jacqueline, I was just checking up on how the USR,building and foundation permitting are going? If there is anything else I need to do please let myself or Jim Schroder know. We are extremely arucious to get going and start doing business. T'hanks, Brian Brian Dingels President Ero-Guard,Inc Ero-Guard,Inc Corporate HQ Mapleton Plant 731 Prior Ave North 412 Hwy 22 South St Paul,MN 55104 Mapleton,MN 56065 P:(651)209-1100 (507) 524-3394 F:(651) 917-0111 (507) 524-3859 C:(612) 382-2783 03/17/2008 �oning—Procedures and Permits Div.4,Uses by Special Review—Sec.23-2-260 The followin�items are conditions of anuroval that need to be addressed qrior to recording the plat 1. Prior to recording the plat: ��� The applicant shall submit a detailed sign plan to the Weld County Department of Planning �� Services for review and approval. (Department of Planning Services) The sign needs to comply with the We/d County Code. In the Agricultura/ Zone district a free standing sign is 16 square feet and the maximum height is 6'. If you wish to have a larger sign you would need to apply for a Board of Adjustment. � The applicant shall provide the Department of Planning Services with a copy of a recorded deed for the property. (Department of Planning Services) F. The applicant shall submit evidence of an Air Pollution Emissions Notice (A.P.E.N.) and Emissions Permit application for the Air Pollution Control Division (APCD), Colorado Department of Health and Environment. Alternately, the applicant can provide evidence from the APCD that they are not subject to tF�ese requirements. The applicant shall submit written evidence to the Departmerrt of Planning Services that they have met the Department of Public Health and Environment requirements. (Department of Public Health and Environment) G. The applicant shall submit a waste handling plan, for approval, to the Environmental Health Services Division of the Weld County Department of Public Health & Environment. The applicant shall submit written evidence to the Department of Planning Services that they have met the Department of Public Health and Environment requirements. The plan shall include at a minimum, tt�e following: 1. A list of wastes which are expected to be generated on site (this should include expected volumes and types of waste generated). 2. A list of the type and volume of chemicals expected to be stored on site. 3. The waste handler and facility where the waste will be disposed (including the facility name, address, and phone number). (Department of Public Health and Environment) J. The applicant shall address the requirements of the Colorado Department of Transportation, as stated in the referral response dated May 10, 2007. The Colorado Department of Transportation shall review and approval a drainage study and a traffic impact study. Additional requirements may then be included. Evidence of approval shall be submitted in writing to the Weld County Department of Planning Services. (Department of Planning Services) M. The applicant shall address the requirements of the Weld County Department of Public Works, as stated in the referral responses dated May 18, 2007 and May 22, 2007. Including a drainage report and a possible traffic report. Evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (Department of Planning Services) N The applicant shall address the requirements of the Weld County Department of Public Health and Environment, as stated in the referral responses dated June 1, 2007. Evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (Department of Planning Services) O. The applicant shall complete all proposed improvements including those regarding landscaping, screening, access improvements and parking lot requirements or enter into an Improvements Agreement according to policy regarding collateral for improvements and post adequate collateral for all required materials. The agreement and form of collateral shall be reviewed by County Staff and accepted by the Board of County Commissioners prior to recording the USR plat. (Department of Planning Services) The plat needs to be amended to include the following 23-51 Supp. 10 �oning—Procedures and Permits Div.4,Uses by Special Review—Sec.23-2-260 Sec. 23-2-260.D. Special Review Permit Plan Map. 1. The map shall be delineated on reproducible material approved by the Department of Planning Services. 2. The dimensions of the map shall be thirty-six(36)inches wide by twenty-four(24)inches high. 3. The Special Review Permit Plan Map shall include certificates for the properiy owner's signature, the Planning Commission, the Board of County Commissioners and the Clerk to the Board. The required content of the certificates is availab�e from the Department of Planning Services. 4. Vicinity Map. A vicinity map shall be drawn on the Use by Special Review Permit Plan Map. a. The scale of the vicinity map shall be one (1) inch equals two thousand (2,000) feet or at another suitable scale if approveri by the Department of Planning Services. b. The vicinity map shall delineate all of the required information within a one-half('/2) mile radius of the property proposed for the Use by Special Review. c. The following information shall be shown on the vicinity map: 1) Section,township and range. 2) Scale and north arrow. 3) Outline of the perimeter of the parcel proposed for the Use by Special Review. 4) The general classifications and distribution of soils over the parcel under consideration. Soil classification names and agricultural capability classifications must be noted in the legend. 5) Locations and names of all roads, irrigation ditches and water features. 6) Location of all residences within a one-half-mile radius, existing and proposed accesses to the property proposed far the Use by Special Review, any abutting subdivision outlines and names, and the boundaries of any ADJACENT municipality. 7) Any other r�levant information within a one-half-mile distance of the perimeter property proposed for the Use by Special Review as may be reasonably required by the COUNTY to meet the intent and purpose of this Chapt�er. 5. Plot Plan. A plot plan of the Use by Special Review area shall be drawn on the Special Review Pernut Plan Map. a. The scale of the plot plan shall be one inch(1") equals one hundred feet(100) or at another suitable scale if approved by the Department of Planning Services. b. The plot plan shall outline the Boundaries of the parcel being considered for the Use by Special Review. c. The plot plan shall include the location and identification of all of the following items which exist within a two-hundred-faot radius of the boundaries of the Use by Special Review area,as well as within the area itself; it shall also include the proposed features and STRUCTURES of the Use by Special Review: 1) All public rights-of-way of record(including names). 23-52 Supp. 10 v Zoning—Procedures and Permits Div.4,Uses by Special Review—Sec.23-2-260 2) All existing and proposed STRUCTURES. 3) All utility easements or rights-of-way for telephone, gas, electric, water and sewer lines. 4) Irrigation ditches. 5) Adjacent property lines and respective owners'names (may be shown on vicinity map instead). 6) All hydrographic features including streams, rivers, ponds and reservoirs (including names). 7) Topography at two-foot contour intervals or at intervals as determined necessary by the Deparhnent of PLanning Services. 8) Location of areas of moderate or severe soil limitations as de�ned by the Natural Resources Conservation Service or by a soil survey and study prepared by a soils engineer or scientist for the USES and associated STRUCTURES proposed for the parcel. 9) Location and design of stormwater management devices or STRUCTURES. 10) Complete traffic circulation and parking plan showing locations and sizes. 11) Location, amount, size and type of any proposed LANDSCAPE material, including fencing,walls,berms or other SCREENIlVG. 12) Location of any flood hazard, GEOLOGIC HAZARD or mineral resource areas. 13) The location of any sign requiring zoning approval. Distances from property lines shall be indicated. 14) Such additional information as may be reasonably required by the Department of Planning Services, tY�e Planning Commission or the Board of County Commissioners in order to deternune that the application meets the requirements of this Chapter, the policies of Chapter 22 of this Code and any other applicable code provision or ordinance in effect. In addition to the items outlined in the Weld Countv Code above the following items shall be delineated on the plat ner the Board of Countv Commissioners resolution. P The plat shall be a�mended to delineate the following: 1. All sheets of the plat shall be labeled USR-1615. (Department of Planning Services) 2. The attached Development Standards. (Department of Planning Services) 3. The applicant shall provide a parking plan that designates parking spots for employees, customers, and business/delivery trucks. The parking locations shall be dimensioned and shown according to Section 23-2-260 of the Weld County Code. (Department of Public Works) 4. The Department of Planning Services has determined from the application materials that twenty two (22) parking spaces, one truck 23-53 Supp. 10 L Zoning—Procedures and Permits Div.4,Uses by Special Review—Sec.23-2-260 loading facility, and one (1) ADA parking space will be required on site. (Department of Planning Services) 5. The off-street parking / loading areas including the access drive shall be surfaced with gravel, asphalt, concrete or the equivalent and shall be graded to prevent drainage problems. Each parking space should be equipped with wheel guards where needed to prevent vehicles from extending beyond the boundaries of the space and from coming into contact with other vehicles, walls, fences, sidewalks, or plantings. (Department of Planning Services and Public Works) 6. All future rights-of-way and easements shall be identified and be placed on the plat. (Department of Public Works) 7. If exterior lighting is proposed to be a part of this facility, all light standards shall be delineated in accordance with Section 23-3-250.B.6 of the Weld County Code. (Department of Planning Services) 8. The approved Landscape and Screening Plan. (Department of Planning Services) The followin�are the Develoument Standards that also need to be placed on the plat SITE SPECIFIC DEVELOPMENT PLAN SPECIAL REVIEW PERMIT DEVELOPMENT STANDARDS Horton Farms II LLC . USR-1615 1. The Site Specific Development Plan and a Special Review Permit for a Use by Right, an Accessory Use, or a Use by Special Review in the Commercial or Industrial Zone District (manufacturing of landscape blankets) in the A (Agricultural) Zone District, subject to the Development Standards stated hereon. (Department of Planning Services) 2. Approval of this plan may create a vested property right pursuant to Section 23-8-10 of the Weld County Code. (Department of Planning Services) 3. Material shall not exceed the height of the opaque screening. (Department of Planning Services) 4. The hours of operation are 24 hours a day 7 days a week. (Department of Planning Services) 5. There shall be no more than twelve (12) employees on site. (Department of Planning Services) 6. All liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S., as amended)shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. (Department of Public Health and Environment) 7. No permanent disposal of wastes shall be permitted at this site. This is not meant to include those wastes specifically excluded from the definition of a solid waste in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S., as amended. (Department of Public Health and Environment) 23-54 Supp. 10 • Zoning—Procedures and Permits Div.4,Uses by Special Review—Sec.23-2-260 8. Waste materials shall be handied, stored, and disposed in a manner that controls fugitive dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions. (Department of Public Health and Environment) 9. The applicant shall operate in accordance with the approved "waste handling plan". (Department of Public Health and Environment) 10. Fugitive dust and fugitive particulate emissions shall be controlled on this site. (Department of Public Health and Environment) 11. This facility shall adhere to the maximum permissible noise levels allowed in the Industrial Zone as delineated in 25-12-103 C.R.S., as amended. (Department of Public Health and Environment) 12. Adequate handwashing and toilet facilities shall be provided for employees and patrons of the site. (Department of Public Health and Environment) 13. Sewage disposal for the facility shall be by septic system. Any septic system located on the property must comply with all provisions of the Weld County Code, pertaining to Individual Sewage Disposal Systems. (Department of Public Health and Environment) 14. A permanent, adequate water supply shall be provided for drinking and sanitary purposes. (Department of Public Health and Environment) 15. 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. (Department of Public Health and Environment) 16. All potentially hazardous chemicals must be stored and handled in a safe manner in accordance with product labeling and in a manner that minimizes the release of hazardous air pollutants (HAP's) and volatile organic compounds (VOC's). (Department of Public Health and Environment) 17. If applicable, the applicant shall obtain a stormwater discharge permit from the Colorado Department of Public Health & Environment, Water Quality Control Division. (Department of Public Health and Environment) 18. The operation shall comply with all applicable rules and regulations of the State and Federal agencies and the Weld County Code. (Department of Public Health and Environment) 19. A plan review is required for each building for which a building permit is required. Plans shall include a floor plan. Two complete sets of plans are required when applying for each permit. (Department of Building Inspection) 20. Buildings shall conform to the requirements of the various codes adopted at the time of permit application. Currently the following has been adopted by Weld County: 2006 International Building Code; 2006 International Mechanical Code; 2006 International Plumbing Code; 2006 International Fuel Gas Code; and the 2005 National Electrical Code and Chapter 29 of the Weld County Code. (Department of Building Inspection) 21. Fire resistance of walls and openings, construction requirements, maximum building height and allowable areas will be reviewed at the plan review. Setback and offset 23-55 Supp. 10 � Zoning—Procedures and Permits Div.4,Uses by Special Review—Sec.23-2-260 distances shall be determined by the Weld County Code. (Department of Building Inspection) 24. 22. Building height shall be measured in accordance with the 2006 International Building Code for the purpose of determining the maximum building size and height for various uses and types of construction and to determine compliance with the Bulk Requirements from Chapter 27 of the Weld County Code. Building height shall be measured in accordance with Chapter 23 of the Weld County Code in order to determine compliance with offset an�d setback requirements. Offset and setback requirements are measured to the farthest projection from the building. (Department of Building Inspection) 23. A letter of approval shall be provided to the Department of Building Inspection for any automatic sprinkler requirements from the South East Weld Fire Protection District prior to construction of any structure. (Department of Building Inspection) 24. Effective January 1, 2003, Building Permits issued on the lot will be required to adhere to the fee structure of the Weld County Road Impact Program. (Ordinance 2002-11) (Department of Planning Services) 25. 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) 26. The landscaping on site shall be maintained in accordance with the approved Landscape and Screening Plan. (Department of Planning Services) 27. On site lighting, including security lighting if applicable shall maintain compliance with Section 23-3-250.6.6 of the Weld County Code. (Department of Planning Services) 28. The property owner shall allow any mineral owner the right of ingress or egress for the purposes of exploration development, completion, recompletion, re-entry, production and maintenance operations associated with existing or future operations located on these lands. (Department of Planning Services) 29. The property owner or operator shall be responsible for complying with the Design Standards of Section 23-2-240,Weld County Code. 30. The property owner or operator shall be responsible for complying with the Operation Standards of Section 23-2-250,Weld County Code. 31. Personnel from the Weld County Government shall be granted access onto the property at any reasonable time in order to ensure the activities carried out on the property comply with the Development Standards stated herein and all applicable Weld County regulations. 32. The Special Review area shall be limited to the plans shown hereon and governed by the foregoing standards and all applicable Weld County regulations. Substantial changes from the plans or Development Standards as shown or stated shall require the approval of an amendment of the Permit by the Weld County Board of County Commissioners before such changes from the plans or Development Standards are permitted. Any other changes shall be filed in the office of the Department of Planning Services. 33. The property owner or operator shall be responsible for complying with all of the foregoing Development Standards. Noncompliance with any of the foregoing Development Standards may be reason for revocation of the Permit by the Board of 23-56 Supp. 10 � � Zoning—Procedures and Permits Div.4,Uses by Special Review—Sec.23-2-260 County Commissioners. The followin�are the si�nature blocks that need to be placed on the qlat. PLANNING COMMISSION CERTIFICATION This is the certify that the Weld County Planning Commission has certified and does hereby recommend to the Board of County Commissioners, Weld County Colorado, for its confirmation, approval and adoption this Site Specific Development Plan and Use by Special Review as shown and described thereon this day of , 20 Chair,Weld County Planning Commission BOAR� OF COUNTY COMMISSIONERS CERTIFICATION This is to certify that the Board of County Commissioners, Weld County, Colorado, does hereby confirm and adopt this Site Specific Development Plan and Use by Special Review and Development Standards as shown and described hereon this day of , 20 Chair, Board of County Commissioners ATTEST: Weld County Clerk to the Board gy: Dated: Deputy Clerk to the Board PROPERTY OWNER'S CERTIFICATION The undersigned major property owner(s) do hereby agree to the Site Specific Development Plan and Use by Special Review Development Standards as described hereon this day of , 20 Signature Signature 23-57 Supp. 10 f// //`�` 1��� � february 22,2008 Jacquelyn Hatch SW Weld Count y Planning Oifice 4209 CR 24.5 Longmont, CO 8Q504 Dear Jacquelyn, Here are my responses to the referral letters which were sent to me by the various departments conceming my USR#1615. If any fur#Mer information or response on these items is needed, please tet me know as soon as possible. As we both know, I am anxiously awaiting approval being that my machinery has arrived from Europe and is simply being stored at the moment. 7'hanks for your time and help on this, Brian� ��. v` r�- Brian Dingels President EraGuard, Inc ��°� � '��t�� .. � 412 Hwy 22 South • Mapleton,MN • 56065 Phone: (612) 382-2783 • Fax: (507) 524-3859 �i� ���� ���� February 22,2008 Department of Planning Services Buildin�Inspections North Office 91810 Street Greeley, CO 80631 To whom it may concem, After reviewing the referral from the Weld County Department of Planning (dated May 17, 2007) I feel that their expe�tations are obtainable and that there should not be a problem meeting these requirements. If there are anymore suggestions please let me know. Regards, Brian � � Brian Dingels President EraGuard, Inc. �`� . �������u�, '� . 412 Hwy 22 South • �Zapleton,MN • 56065 Phone: (612) 382-2783 • Fax: (507) 524-3859 `/1 //t�,, ���� February 22, 2008 Department of Plannrng Services Buildinq�Inspections North Office 91810 Street Greeley, CO 80631 To whom it may concem, After reviewing the referral from the Weld County Department of Planning (dated Apnl 27th, 2007) I feel that their expectations are obtainable and that there should not be a problem meeting these requirements. There is at least 15%of the lot landscaped as defined by Section 23-3-250-A.5.A. If there are anymore suggestions please let me know. Regards, Brian � ����-.. Brian Dingels President Ero-Guard, Inc. ��° . �r�i� _ , � ����.� 412 Hwy 22 South • Mapleton,MN • 56065 Phone: (612) 382-2783 • Fax: (507) 524-3859 �i� ��t� 1��� � February 22, 200$ Weld County Department of Public Health and Environment 1555 N 17th Ave Greeley, CO 80631 To whom it may concem, After reviewing the referrals from the Wetd County Department of Public Health and Environment (dated June 1, 2007) t feel confident that we will be able to comply with your requests. The only item I would Iike to address as I did in a previous letter, that there is no APEN to be submitted being that no air pollution is being generated and that we are not subject to these requirements. Other portions of this referral have been previously laid out as well in my waste handling plan for the waste that is generated at the site. If there are anymore suggestions please let me know. Regards, Brian .,,.� `^� Brian Dingels President EraGuard, Inc. �� . '�r� '_ � t� _ 412 Hwy 22 South • Mapleton,MI�T • 56065 Phone: (612) 382-2783 � Fax: (507) 524-3859 f%I //f�' �+�� February 22,2008 Weld County Department of Public Works 1111 H Street Greeley, CO 80631 To whom it may concem, After reviewing the referrals from the Weld County Department of Public Works (dated May 18 & 22, 2007) I feel confident that we will be able to comply with your requests, the main issue I see they have is that you are not awar�e of the number of shifts which I set at a maximum of 3 shifts, but normally just one or two. As far as traffic throughout the day there will be an average of 2 #rucks coming+n and 2 going out. Though this all depends on weather and the business cycle. Finally there will be very little customer traffic being that the majority of the product is shipped out on these trucks. If there are anymore suggestions please let me know. Regards, Brian v�...• �... Brian Dingels President Ero-Guard, Inc. ����ir� _ � ��i���� 412 Hwy 22 South • Mapleton,MN • 56065 Phone: (612) 382-2783 • Fax: (507) 524-3859 �,ri Ilt� ���� February 22,2008 We1d County Sheriffs Office 1950 O Street Greeley, CO 80631 To whom it may concem, After reviewing the referral from the Weld County SherifPs afFice(dated April 29, 2407) I feel confident that we will be able to comply with most of their requests as the majority of them seemingly do not apply to my business or operations. We will have only one mailbox, there are no roadways within the property,we have no oil or gas production, and there are no roads to name. If there are anymore suggestions please let me know. Regards, Brian ..�.. cn-- Brian Dingels President Ero-Guard, Inc. ��° . • � � ��i t���1� 412 Hwy 22 South • Mapleton,MN • 56065 �/� ///�: ���� February 22,2008 Department of Natural Resources Division of Wildlife 8060 Broadway Denver, CO 80216 To whom it may concem, After reviewing the referral from the State of Colorado, Division of Wildlife (dated May 14 2007) I feel confident that we will be able to compy with their request to leave the existing trees as not to disturb the wildlife in the area. Ero-Guard is committed to the environment which is the business in which we are in,and will do our best to conduct business without harming the wildlife or its habitat. If there are anymore suggestions please let me know. Regards, Brian � �-- ���^' Brian Dingels President Ero-Guard, Inc. ��� _� . _ ��a� � � 412 Hwy 22 South • Mapleton,MN • 56065 Phone: (612) 382-2783 • Fax: (507) 524-3859 ry Page 1 of 2 . < ✓ Brian Varrella � � ��K�� . �__ . ___,.._.�_._ _,__.� _�.. _ _ � _ � �__�_.� mm��� �..�, �� _ _ __ a _i '° From: Brian Varrella �• Sent: Friday, February 15, 2008 9:04 AM To: Donald Carroll Subject: Drainage comments for USR-161 S Don, Please include the following list of drainage comments in your memo for USR-1615: l. The current USR Drainage Report and associated construction drawings are incomplete and contain errors, and cannot be fully reviewed at this time. Please address and resolve all redline comments in the drainage report and construction plans, and address and resolve all outstanding items identified in this review memorandum. When all items have been resolved, the engineer must resubmit the drainage report and construction plans for a full review by Weld County Public Works. 2. All detention/retention and water quality areas inundated by the 100-year storm event must be placed in permanent drainage easements. 3. All offsite basins contributing flow to the proposed site must be delineat�d, and stormwater runoff from those areas must be managed through the site. Page 2 and Page 3 of the drainage report identify a "signi�cant offsite basin" that delivers flow to the current site. Please calculate the contributing 100-year offsite discharge and provide a plan to manage those flows through the site. 4. The outlet pipe from the detention pond may be no less than 15 inches in diameter. Please prepare a detail drawing to show the outlet configuration for the pond, and provide a pipe profile for construction of the outlet facility. All pipe designs must be accompanied with hydraulic calculations that determine inlet and outlet control. 5. Please provide documentation to justify the infiltration rate identified on Page 3 of the drainage report. Any percolation tests must be applicable to the detention pond area. 6. Retention will not be permitted on site. Please explain how the proposed PVC detention pond outlet pipe and the infiltration rate identified on Page 3 of the drainage report meet the County's detention requirements under Weld County Code 24-7-130(D). 7. Please add a note to the text of the drainage report and to the construction drawings as follows: "Weld County will not be responsible for the maintenance of drainage related facilities." 8. Significant errors were discovered in the hydrologic calculations for onsate runoff. In-house calculations show the composite C-value for the Rational Method should be 0.53 for the 100-year storm. ` a. Please provide a delineation of assumed flowpaths for the historic and developed conditions to justify onsite hydrologic input values. b. The current surface release rate of 0.6 cfs identified on Page 3 of the drainage report appears erroneous. An in-house check of the percolation value applied over the approximate pond area provides a release of no more than 0.3 cfs. How does this value interact with the 4" PVC proposed on the same page? ' c. In-house calculations show the required detention volume to be approximately 0.61 acre- feet by the Modified FAA Method. Please re-check all hydrology before resubmitting the drainage report for review. 9. Please add the proposed seed mix to the text of the drainage report. 10. Please provide hydraulic calculations to support all swale designs mentioned on Page 3 of the drainage report. Swales must be accompanied by cross section details in the construction drawings showing their hydraulic performance. All swales must be stable under 100-year flow conditions, including onsite and offsite runoff contributions. 11. Please provide hydraulic calculations for the entrance culvert. Specify the size, material, slope, 2/15/2008 + Page 2 of 2 : invert elevations, 10-and 100-year headwater depths, existing grade over the pipe, and proposed grade over the pipe. Please provide a profile drawing clearly identifying all of these variables in the construction drawings. The proposed entrance pipe may not restrict flows in the roadside ditch on the I-76 frontage road. 12. All pipe outlets must have riprap outlet protection to prevent scour and erosion. Please show the length (L), width (W), and thickness (t) of all riprap aprons, and the median rock size (D50}on the construction drawings. All dimensions must be supported with hydraulic calculations from the drainage report. ****�**************��****��***�=� Brian K.Varrella, P.E,, CFM Weld County Public Works � 1111 H Street Greeley, CO 80631 phone: 970-304-6496 � fax: 970-304-6497 bvarrella(cr�co.weld.co.us **�***************************** 2/15/2008 e � ' Area Weightint�far'Runoff Coefficient Calcula#ion Project Title: USR-1fi'15, Horton Farms Catchment ID: 100-yr Deveioped Conditton Illustration ��e�� L,EGE�7i1: Flanrr Direetia�n ���� � Ca��c.tym ent Subanea 3 ���'Y Instructions: For each catchment sut�area,enter values for A and C. Subarea Area Runoff Product ID acres Coeff. A C* CA input input input output Rac�f' 0.63 0.$1 �;i�4:511 '�:% 'Grav�t 1.05 0.7(3 ': fl 74 ' i Larrds�p fl.46 ' 0.36 Q.'(T : Open' 1.88 ' 0.38 .;, 4:7'1 '.: ". ` Sum: �=4.Q2� Sum: :�: 2.1.�'.�d- Area-Weighted Runoff Coefficient(sum CA/sum A)_ �� 0�`r3-��� ��� *See sheet "Design Info"for inperviousness-based runoff coefficient values. UD-Rational 100-yr Developed.xls, Weightezf C 2/14/2008, 4:29 PM r CALCt1LAT{QN OF A PEAK RIJNOFF USING RATIONAL METHQD Project Title: USR-1&15,Horton Farms Catchment ID: '[00-yr Developed Condition ' I. Catchment Hydrologic Data Catchment ID= Developed Area= 4.d2 Acres Percent Imperviousness= 38.00 °/a NRCS Soil Type= B/�B,C,or D 11. 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= 10,0Q (input the value of C2) C3= 0.786 (input the value of C3) P1= 2.70 inches (input one-hr precipitation--see Sheet"Design Info") III. Analysis of Flow Time(Time af Concentration)for a Catchment Runoff Coefficient,C= 0.49. Ove�ide Runoff Coefficient,C= i0.53ii(entar an overide C value if desired,or leave blank to accept calculated C.) 5-yr.Runoff Coefficient,G5= �:2:9; Overide 5-yr.Runoff Coefficient,C= '-O.27J,(enter an overide G5 value if desired,or leave blank to accept calculated C-5.) Illustration ~ averland LEGEND Reach 1 �. /^� �iC8C�l2 �J B��'nino Flow Directio � Catchment Reach 3 Boundary NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas& Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterwa s (Sheet Flow) Conveyance 2.5 �5 �7 10 15 20 CalCulation5: Reach Slope Le�gth 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes � ut input out ut input output output Overland �_0Q50 . 100' `. Q;27 'N(A h 0.p� "1�.84 ! 1` Q.0222 36� ' 7.00 '{.04 " '5.7� � - - 3 ° A 4 5 Sum' 46� Computed Tc= 24.53 Regional Tc= 't2.56 -' User-Entered Tc= 25.00 ' IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc,I= 4,75 inch/hr Peak Flowrate,Qp= !. 10.12 cfs Rainfali Intensity at Regonal Tc,I= 6_64:inch/hr Peak Flowrate,Qp= : 14.16 cfs Rainfall Intensity at User-Defined Tc,I= ` 4.71 inch/hr Peak Flowrate,Qp= 10.02"cfs Calculated values for Tc&Qp are based an averide values entered for C&C-5. UD-Rational 100-yr Developed.xls,Tc and PeakQ 2/15/2008,8:12 AM f � `(tt�tPIOR DETEPF'fION VOLUME BY FAA&'MODIFIED FAA METHOd (See USDCM Yofume 1 Runoff Chapter for description of inethod) Project: Horton Farms 1�LLC,USR-1&1� Basin ID: 1oD-yearDeveloped Candition ' (For catchments less than 160 acres only. For larger catchments,use hydrogreph routing method) (Note:for catchments larger than 90 acres,CUHP hydrograph and routing are recommended) The user must fill in all of the blue cells for these sheets to function. Desiqn Information(Inqufl: Catchment Drainage Imperviousness �,_ �'�52.00 �� �. ��percent Catchment Drainage Area A= ':4 Q200 '.�acres Predevelopment NRCS Soil Group Type=- � 'B��� �'�-A,B,C,or D Return Penod for Detention Control T- �-' 100 .,.�years(2,5,10,25,50,or 100) Time of Concentration of Watershed Tc= �: 23 ��-�minutes Allowable Unit Release Rate(See TaWe A) q= " 014 :�cfs/acre One-hour Precipitation P,_ = 2.70 ���.'inches Design Rainfall IDF Formula I=C1'P1/(C2+Tc)^C3 Coefficient One C�- �"'28.50 - Coeffcient Two Cz=��. ���:�10:00�. � Coefficient Three C,_ �:�- 0 79��- Determination ot Averaae Outflow from the Easin(Calculated): Runoff Coefficient C ���. 0.53 Inflow Peak Runoff Qp in- ;10.46 :cfs Allowable Peak Outtlow Rate Qp-out- ���: 0.57 �I�cfs Ratio of Qp-ouUQp-in Ratio= '�:d.05 Determination di tV11NCtF2 Detention Uoiume Usinq FAA&Modified FAA Methad 15': ���<-Enter Rainfall Duration Incremental Increase VaWe Here e. .5 for�Minutes �Rainfall Rainfall inflow Average Outtlow Storage Adjustment Average OuMow Storage Duration Intensity Volume Outflow Volume Volume Factor Oulflow Volume Vdume minutes inches/hr aibic feet (FAA,cFs} {FAA,cf} iFAR:� �h.•todifi�d} {P:1ad.cts) {Fv9ud,cFi (P.1uc7,cP} {in�uti (aut ut} iout.ufi (ouYputj cutput tout ut�� �oui ufF (ouf ut) • iout ut} fout ut) 15 6:Q5 11,6Q3 ' � 6.3EE 270 11,333 Y!.0Q 4.57 Si5 t1.Q8& 30 4.i7 16.04� ' nd.30 ' 546 i5.46@` 0,88 '' 6.5ti 902 157U7 4�a : 3.25 `•,yg�fi72, fl,30 . 814' 1T,862i U.75 '-"'.0.43 E.159 17.513- ' 64 ` 2:68 , �Q.577 i�� �' '6;3t� :1�084 19�497' 0.68 0.39 .I,4ti7 39.76Q 7�'? 2.3U '-r ��2,464 '. a;3¢.K. 1,354 24.714' d.85 - ' 0.37 '1.6'�4 2t1.390 9Q i' �,D2 ' �1�;2&'�.', t4.3�f' '1,8�fi 21,66& Q.E3 ; .�0.36' �.932 �f,S55F ' a05! 7.A1 �A,3'L& I i� , =Q�� ?1�890 22�437 Q.61 R.35 '2.190: 2�,13& .:m S2Q 'M,S5 i 25.236 : ci 6,3� 2,18€k 23,p7& 0,59 0.34 2.447 22:789. : 78a:= ���.51 ���,� � 26,44& :�; t ,�.&�� 2„43i 23:f�'IA'r� � " tl.`.�S 13.33 : � 2.745, 23..346"- ' 75�''° � �,4Q�.,„ ( := 26;773 : � i`4�.�'1�` '��:2.7tt1 �� 24.67�= . Q.58� � �U.33 2.9fi2 ��'^�38�1 195: �.3g� ���,.�.�7�47& : 0:���^ �� = !2.97f 24A&T �tl.57. ��', ',: '"�Q:33�. r � �2��? "� : -24,�`�8;"'�.; 786; #.22 ��:28;p48 ; fl:�(��. '„ `, `,`3.243 2�.8E)& Q,56�., b.32= �� 3.4T7 _�;�2�k.572�� � 195: X:16 i_ 2&;�i`t8-: 0.3�II ^:�3.S11. 25.1D6-" {��6 � I U.�2` '-i 3.7�* � .24,�U�'°"�! 210� '?k.A3 :945 ' t�.3(�., �a,3��81' 25.384 C.� .� � fl.32.: '- 3,993 �25,'��a.i' :.� 225' 4"U3 2864�!:.�, 4.3t8 ' 4.Q51 25,59t:" t1.55 Q.31 4.25Q 2�.�97 _��.,% 244- 0.98 34,7i19,: ti.3�. 4,32,1' . 25�79$: 0,5a . " `` 0.37 4.5Q8 2�S,661 ii i 256: p:84 '�� 30.5�2�""_ � 0.� � ��;4.59`I� ` �2b:9&t"�- � i�54 0.37 ', ; �. 4.76`s � 25,786� � 27fi: A:�T. 3l?972,��. i3,3i� �4,861 2&,11 f�, Q.rv4" �� 0.31 � 5,0�^,3 . �2�s,9A8;�"," za5:� � =D:BFa` '=. 34,sT�"��' .��.3TF�� .�-5.is1 - z5��4'h� , , r�;s.sa • .o«3t ', 5.2ES4 �-�,.2stlsz...' 3Q6: (?.83 3�.755�-; 6:3f� 5,401 26,354 Q54 , 0.31 5,536' 26,216 ' 325': D.BQ 1 32.121'' h.Q.3�,., . ,1,6.671 26,i49', 0.54` " ! 0.31 5s796 2ft�325' "' 330: D.77' '�. 3'd.472":% ' ,-��;�i� ; ;5,941 26,531 ',�f1.33.��� , _:0.31 �6,0�3 .,.26.418� . 345'�. � 6.74, ' �32�10R�;, .� ,�`�Q,�Ef��'' ���.6211 28.59d "' � .i�.5'��..... . .,Q.30`` �� :;6.3'E] o=�C.493��"�^�: 36Q.? (1.72 i 33:135°_; : U.3t� 6�4$1 26.654 `0.53', . 0.36 = 6.569 . ,28:566-'° ' 375'� 11;70 - 33.44�' :'„ �� Q�(6 ;6,751 26�f'i97" � '���0.53. `�� 9.3ET � 6:82& , 2C.633 396� � �,6$ � ' 33,�52 �,` ..4.3�' �7.OZt 26,731!. . Q,�a3' 0.3t� � 7;0$4 26.&6¢` '� 405': D.5fi '�� ',34,D45�:`� "= fl;3A i�7.292 � 28.754 � �-Q.53 �.. . � 0.36' 7.341 �6.7Q4 � 42Q��: .,.�9.64 '. 34.390 ��-� � �U.3� -;7.562 26 76��� ' .Q.53- 6.30• �� '7.5A9 . . ,26,731 � 435'._ �D:62 '�� 24.806•.��<.=:,� 0.3Q :2.832 2&774 - Q,53 '.6.�� ' 7,867 26.749 450'� 0.6� �'� '34;,874: ;,. �.�0 '8,102 26,772 Q.5� ' 0.3Q 8.714 �=�25,75$ ��<�. 469r 0.59 '�: 35,33� ;� �0.3a . !6.372 2678� � =d.52 Q.3t3 8,�72� 2fi,762 4Bp= 0.58 �� 35.387�;' fl.36 18.642 26�74� ���Q.52 034 8,629 26.756 486�-. ' �.56 �- 35.834�; 4,34.. :8,�12 26,722 �-,�0.52 0.30 8.887 �26.�47 ' 510 I 0.55 35.875 i, t#.3U' :9,182 26�693 0:52- .d.�4 5,145 26,736,, i 525: Q.54 :��� 36;71Q,1 n �.. 0.�II "9 452 26.6�Et � (1�52'"-' 6.30 9.4Q2 ' �18,70i 54Q 0,53 ! 36.339, , b.3� 9.722 28,637 0.52 4,36 9,666 26,fi79 b55t, C1.62 36,563.: ' 0.�it ;9.992 26,57a 6.52 A.30 9,9a7 26.645 � � FAA Minor 3[oroge Volume(cuhic ft.)_ 'f 26,774 Mod.FAA Minor Storage Volume(cubic ft.)_ ;26,762� FAA Minor Storage Volume(acre-it.)= 0.6146 Mod.FAA Minor Storage Volume(acre-ft.)= 0.61q4 UDFCD DETENTION VOLUME E5TIMATING WORKBOOK Version 2.01,Released August 2006 UD-Delention_v2.01 100-yr Developed.xls,Modified FAA 2/14/2008,4:33 PM ❑ ❑ : � � � �� �� �, - � _- _ M �M��F�AN.DUM . :.µ� � - � .� � � � � � .� � , � � ,��' � _� _r� . � ��� �� � � �� � � � � �� � �� � � ' � �� ��. � -n, TO: Jacqueline H�tch, Planning Seruices DAl`E: 2/12/20a8� � > � � � .' s,� _� - FROM: `Donald C�rrolt, Engineering Administrator �/ �,� � � Q • �. �- � � r � �� � �U�,JECT: USR-1��1�'� Ha�ton���F�rms II, LLC � � � ���, - ����RAD�: , I arn r�sppndi�g to your reque�t th�t tt�e�applican# h�s m�t thr� �e��rrem�nt prior.to recording #he pl�t,,and�#h� Storm 1lVa��r Dra[nage.R�por� has be� r��iew by Brrarr Ya:rr�l��y �s#a�f dhair�ag� engineer:,ln r�,f�rri�g�to i��e .Resolution; some items werE comple��d pnor to record�ng tlie pla�t'���rd ttie plat st��ll be amended fics�de�in�ate ' the following: - 1 Prior to Record'ing the Plat: . : � 1-J The applicant�has add�-�s��d the requirement�, ��':tfi� CaIQ[���Q �� �►trnent of.T�r�n�p�afion , (CDO'I�ancl has acq.uired�i:n�w access per'm;rt fr�it�'1�7� Frorrt�ge f�oad �ei�rr`rit#�#�7C��4�i�r�s: � aPProved by CQOT. . � � :��: '1-M The W.eld. Caunty Puk�li�a;;U1��rl�s Q�velApr��nt F��view forward�d .��e Fr�l �t��',�n 1�t��:, � Drarnage �Report to our�[���nage Divis;ion �o� r��cr��v� Please r���� �o Br�an `4�����1���: ��lr�'��� � �ttaahed: : ,.4` 1-P 1'he Plat sha[I be amen���d�o�felineat�tl�e followir�c�: , . . . ' . : �. - � .. � .l � � 4;.� 1-Lt . 1-P-3. The �pplicant h��. �ro�ided a par.k�r�� �I�n far tM°� �1�si��t�ted ��r�����r���"4 f���;i; ���. ernp�oye�, �us#brner"s, ��rl�u�ines�ldel�very°#ri�c�c�: TEi�s is �G�e����al� a� ������,.��#���a�F � '� fhe plat dr�wing. (C-3-1, L�rorat Plan) - " 1-P-4 The Qepartrnent�f�Plan�ing Services ha��f�te�mi�ned froi�r� th�_�p�lic��i�� m�#�ri�f�ha# _ with the trn�era�y�-��,.�2�� ,�,�tr�� spaces, an�d o,�� �1} tr.�k�k Ioa�lin� fiaci7Mty, ,�d ��t� ��'� �4� , parking��ace vuill b�'.r��umec�Qn the site. �11e ha�������pted thi�as b�tng cam}�l��e ar�,�t��+pl�t drawin�. (�-3-1, Layout`P��onj „ . . � , . : 1-P-5 The off-str�et' ��rl�n�/loadin� area an�i tht� ���s dTive�hall be su�ac�� >w�fi� gr��a,,, : asphalt, ;eonerete, ar t�� e�u���T�n� �nd sh�lf`:� �r'�,���.to.pr�t��r� �r�t��g� �����.s :��1f�` j': parkin� �pace shal I !�e e�u�i�+��,with wMeel �u�r�l��_� �'he'a p�ali��r�'�wil I�:pro+��d�d �tj"'a�'�i"�t� �_: at the joinfi�cces� ppir�#�a�ti�l��6 Fmtrt�ag,e Road.,��have�c��t�d ih�s a��17e�ng�a,�ple#�c�.n;� '., the plat drawing. (C�3-��an����11=1, the:Layout RI�h and Detail S'M��ta ' 1-P-6 All future �ights of-vrray and e�s�rr��nt� �h�ll �b� �denfifi� �nd place� on fhe pla#,. �kr� �p�licant �eeds to��la��.�d r��rti�i#y th� l 7'6��'t'���"��� �ig�t ofi=w�y and the �url'ir�gf.�n Nt�r� '�rr� R�ilroaci'rigMt-of-way s�iQul.d be "identi�e� on�1�� �1��Y�wi�g. �' Encltisure . . pc: , t1�� 1615 . . M:\pLAlWh11NG'�'bEVELpPIVIEN7 L�EVI�WU�USR=Use b � � , Y�ecial Review�U5R-1615µB.�OC � r : - Y, ..E j,, . . _ - .�. , _ • ;, , : � ��� � ��� � ��' . • � January 14,2008 Weld County Commissioners Greeley, Co To whom it may concern, Attached is the sign plan for Ero-Guard West, Inc. We plan to keep it simple with the graphic that is on plan. The size of the sign proposed it to be 6'x4'and placed near the entrance of my property. Also as a maintenance plan the sign will be evaluated at the beginning of each year as to be sure that it looks atheistically pleasing to those passing by. If there are any questions or concems about my sign plan, please let me know. Best regards, Brian Brian Dingels President ��������� ���� ����� ��. ��� =�1? F3u.�, ?'' Soi.ith • .ltapleton, lI'v • �(i06:i I'hone: ((i12} .i�32-2?83 • I�ax: (a0�j 52�..�8a9 .. � , � , „�_. � . ; � � �; � ' � �� � � ; ' �� , � ���-�i�;§ � , . ����� -�`� : . i � ��� � �� �� �����
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