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HomeMy Public PortalAboutPKT-CC-2015-11-10Moab City Council November 10, 2015 Pre -Council Workshop/Presentation 6:00 PM REGULAR COUNCIL MEETING 7:00 PM CITY COUNCIL CITY CENTER (217 East Center Street) CHAMBERS 1 of 104 City of Moab 217 East Center Street Moab, Utah 84532 Main Number (435) 259-5121 Fax Number (435) 259-4135 www.moabcity.org Moab City Council Regular Council Meeting City Council Chambers Tuesday, November 10, 2015 at 6:00 p.m. ..........................................•••••••••••••••••••••••••••• 6:00 p.m. CANVASS OF THE MOAB GENERAL ELECTION The Canvassing of Votes from the Moab City General Election held on November 3, 2015. This is for the final audit, including those who voted absent and provisional ballots. 6:30 p.m. PRE COUNCIL WORKSHOP WWTP Worhshop (Prelimainary Design) 7:00 p.m. CALL TO ORDER AND PLEDGE OF ALLEGIANCE SECTION 1: APPROVAL OF MINUTES 1-1 None SECTION 2: CITIZENS TO BE HEARD SECTION 3: PRESENTATIONS 3-1 Presentation of the Mayor's Student Citizenship of the Month Award for October 2015 for Helen M. Knight School 3-2 Presentation Regarding Solid Waste Collection Franchise Agreement Transfer SECTION 4: PROCLAMATIONS 4-1 SECTION 5: PUBLIC HEARING (Approximately 7:15 PM) None SECTION 6: SPECIAL EVENTS/VENDORS/BEER LICENSES 6-1 Approval of a Special Business Event Permit for Skinny Tire Festival to Conduct a Road Cycling Event on March 12-15, 2016 Located at the Aarchway Inn at 1551 North Highway 191 6-2 Granting of Local Consent for a Special Use Permit for Industrial and Manufacturing of Alcohol for Sundial Medicinals, LLC Located at 550 North Main Street Suite D 6-3 Approval of a Special Business Event License for Seekhaven to Conduct the Puttin' on the Ritz Event at the Grand Center on February 13, 2016 2 of 104 6-4 Approval of a Class IV Special Event Beer License for Seekhaven to Conduct the Puttin' on the Ritz Event at the Grand Center on February 13, 2016 6-5 Granting of Local Consent for a Single Event Alcohol Permit for Seekhaven 6-6 Request for a Refund of Special Event Fees for Seekhaven in an Amount not to exceed $290 SECTION 7: NEW BUSINESS 7-1 Approval of Proposed Resolution #30-2015 — A Resolution Approving Amendment #1 to the Subdivision Improvements and Development Agreement for the "Entrada at Moab" Master Planned Development, Phases One through Seven, Located at 600 West 400 North 7-2 Approval of Proposed Resolution #31-2015 — A Resolution Approving the Use of the "Grand County Design Criteria for Drainage Studies within Spanish Valley" for Development Applications within the City of Moab SECTION 8: MAYOR AND COUNCIL REPORTS SECTION 9: READING OF CORRESPONDENCE SECTION 10: ADMINISTRATIVE REPORTS SECTION 11: REPORT ON CITY/COUNTY COOPERATION SECTION 12: APPROVAL OF BILLS AGAINST THE CITY OF MOAB SECTION 13: ADJOURNMENT In compliance with the Americans with Disabilities Act, individuals needing special accommodations during this meeting should notify the Recorder's Office at 217 East Center Street, Moab, Utah 84532; or phone (435) 259-5121 at least three (3) working days prior to the meeting. Check our website for updates at: www.moabcity.org 3 of 104 / / MOAB CITY COUNCIL MEET NG November so, 2015 i Agenda. item #: 6-1 [Title: Approval of a Special Business Event Licenses for Moab Skinny Tire Festival, March 12-15, 2016 Fiscal Impact: Law enforcement services are needed to support this event. Staff Presenter(s): Carmella Galley Department: Administration Applicant: Beth Logan Background/Summary: The City Special Events Committee has reviewed the Special Event Business License for the Moab Skinny Tire Festival. We have conferred with the coordinator for the event and are of the opinion that all issues with the event have been adequately addressed. The event organizers are coordinating with City and County Public Safety Departments to address all logistical issues. This event has been conducted successfully for numerous years. This event brings many visitors to our community. The Special Events Committee recommends approval of the Special Business Event License Application for the Moab Skinny Tire Festival. Options: For each item, the Council may approve, approve with conditions, deny or postpone the item. Staff Recommendation: Staff recommend approval of all items. Recommended Motion: "I move to approve Moab Skinny Tire Festival." Attachment(s): Special Business Event License Application 1 4 of 104 DATE PAID: AMOUNT PAID: RECEIPT NO.: r o a o CITY 4F MOAB SPECIAL BUSINESS EVENT LICENSE APPLICATION 217 EAST CENTER STREET MOAB, UTAH 84532 (435) 259-5121 / FAX (435) 259-4135 PLEASE MAKE CHECKS PAYABLE TO: CITY OF MOAB SPECIAL EVENT FEE: PLUS (CHECK ONE): ❑ TRANSIENT ($90): OR $200.01 i6.1 CURRENT CITY OR 11 COUNTY LICENSE (ATTACH COPY) tK TOTAL FEES: Z0 . LICENSE #: ZONE: RC. NAME OF EVENT: SKINNY TIRE FESTIVAL — ROAD CYCLING EVENT DESCRIPTION OF EVENT: LOCATION OF EVENT: PREM€SES TO BE USED: SUPPORTED ROAD CYCLING EVENT ON AREA ROADS BENEFITTING THE MOAB CANCER TREATMENT CENTER ARCHWAY INN HOTEL IS THE START/FINISH OF RIDE ARCHWAY INN HOTEL, AREA ROADWAYS AND BIKE PATHS TEMPORARY STRUCTURES TO BE USED (IF ANY): DATE(S) AND TIME(S) OF EVENT: POP UP TENTS AT AID STATIONS, ROAD SIGNS INDICATING DIRECTION OF TRAVEL MARCH 12-15, 2016; 8AM-5PM DAILY ANTICIPATED # OF EVENT PARTICIPANTS: 500 TYPES OF VENDORS PARTICIPATING IN EVENT: NIA NUMBER OF VENDORS PARTICIPATING: ZERO EXPLAIN FEES GENERATED BY THE EVENT (I.E. ADMISSION CHARGES, BOOTH FEES, RENTAL CHARGES, ETC.): ADMISSION FEES OF $1204190 EVENT SPONSOR'S NAME: SKINNY TIRE EVENTS, LLC PHONE: SPONSOR'S ADDRESS: PO Box 934 SPONSOR'S DRIVER LICENSE NUMBER 8, STATE OR OTHER PROOF OF IDENTITY: SPONSOR'S SOCIAL SECURITY NUMBER: CIrY: MOAB STATE: 435.260.8889 UTAH 84532 ZIP: TYPE OF ORGANIZATION: ❑ PROPRIETORSHIP X PARTNERSHIP ❑ CORPORATION ❑OTHER (SPECIFY): EVENT SPONSOR'S SALES TAX ID #: N/A NAME REGISTERED WITH THE STATE FOR TAX ID: DATE OF BIRTH: THIS FORM IS AN APPLICATION FOR A SPECIAL BUSINESS EVENT LICENSE. THE ACTUAL LICENSE WILL BE ISSUED AFTER CITY COUNCIL APPROVAL. IT IS UNLAWFUL TO ENGAGE IN SUCH ACTIVITY WITHIN THE Crr a WITHOUT FIRST OBTAINING A LICENSE. ALL INFORMATION MUST BE ACCURATELY COMPLETED OR THE ISSUANCE OF A LICENSE WILL BE DELAYEp, L7 Lio IANE H.FASE FRINf NAME(si BUSINESS LICENSE REGULATIONS AS SET FORTH IN THE MOAB CITY CODE, ORDINANCES AND RESOLUTIONS, AND SWEAR UNDER PENALTY OF LAW THE INFORMATION CONTAINED HEREIN IS TRUE. WVE UNDERSTAND THIS LICENSE IS NON -TRANSFERABLE AND VALID ONLY FOR THE ABOVE MENTIONED LOCATION AND AP ANT (SPONSOR). IM1E AGREE TO FILE THE PROPER REPORTS WITH THE /STATE OF UTAH. HEREBY AGREE TO CONDUCT SAID BUSINESS STRICTLY IN ACCORDANCE WITH THE MOAB CITY State of Utah Signs ) SS County of Grand ) SUBCRIBED AND SWORN to before me this oc fs4- day of NOTARY PUBLIC l� /Df�ruae�SL_+ , JOIST JENNIE ROSS Notary Public State of Utah Comm. No. 661521 My Comm. Expires Dec 11, i SEE BACK OF FORM POV@9ADDITIONAL REQUIREMENT! CITY OF MOAB SPECIAL EVENT LICENSE COMPLIANCE FORM 217 E CENTER STREET MOAB, UT 84532 PHONE: (435) 259-5129 Fax: (435) 259-4135 FOR ZONING OFFICE USE ONLY PARKING: MOAB CITY LODE: SIGN PERMIT: x\%-1-,t41 F-FD ViWP MOVED -ON NECESSARY: ❑ YES REQUIRES PLANNING COMMISSION APPROVAL ❑ YES REVIEWED BY ZONING ADMINISTRATOR: DATE: 10'rJ1l' f,6 �Na :(rn n �tr�� W i NAME OF APPLICANT: /� APPLICANTS MAILING ADDRESS: � -B5 u 3 f CITY: V/ 4-0 A6 PHONE: v SrE(f( STATE: Lam. ZIP: NAME OF EVENT: ! `^[/ ict 12) Ski N ! " VI --rt, � fe-r ? v At> LOCATION DOFF EVENT: A e-C- PO) Ay ' AIN �Ir ) GC� 4 A F-�� +- <O A %J_5 ZONE: i- SpjG`lT� T iY'l/� `t� DETAILED DESCRIPTION OF SPECIAL EVENT: L \0 140 C� /Cham ,44 r, JG- —I/ G i -1- o fi A i.,,e-az) P-O P P " ; Piisi o 6-- 'u. ri 0s fo`` cA,wcEt- 5CCA-ul vog-511(-IP —p 42-6 --r2--,c4 rvts ) � C.(A.L01. Q.l6i CA N CeV-- —r i2-6-)01 M.efol aTiT-Ce- i'l M0 1c), 0 `:ke) -zC. ?\1 riL - -c6 p-i-VA c- 6 of 104 06/16/05 29245 NOT TRANSFERABLE From: _ _January 1, 2015 Expires: December 31, 2015 BY THE AUTHORITY OF THE BOARD OF COUNTY COUNCIL PERSONS, GRAND COUNTY, STATE OF UTAH Skinny Tire Events LLC in conformity to the Laws of the State of Utah, to conduct a Event business at 2845 S. East Bench Road #3 in Grand County, State of Utah, commencing for the same on 01/01/2015 and ending on 12/31/2015. Subject to the provisions of the Laws of the State of Utah, having paid into the County Treasury the fees in accordance with the order of the Board of Grand County Council and the same is hereby duly authorized. �£ Given under my hand and the seal of said Grand County this day January 22, 20,5. Deputy(C1k County Clerk Nt ; ; AID« o '*•-•„ DEAD HORSE POINT STATE ! PARK 1 ; Lunch & DEANHORSE Turnaround o—POINT Ago 4\3 Corona Arch Lunch & Turnaround /AD .1 Arches National Park AID & Turnaround • • • Blue Hbron • Rooker D ;Ar Skibtlet rife festival Red Cliffs Adventure Lodge and Castle Creek Winery LUNCH " • W4el"vIz3al tw' START/FINISH Aarchway inn (All Days -see alternate start location at Hwy 313for Day 1) AID & Turnaround :**N7.0? Fisher • 42,..."°' Towers ...•• Colorado River DAY 1: Dead Horse Point State Park Ri, DAY 2: Colorado River Corridor Ride DAY 3: Arches National Park Ride DAY 4: River Portal Ride Highway 8 of 104 BEET i200 i800 i400 1.800 1,400 DAY ONE: Dead Horse Point Ride 62 (or 44 if starting from Hwy 313) miles out -and -back, 2700 ft. in climbing elevation 1 V It II/AISM VIVL AID 0`w ,..W i" � ..;y✓r✓:.,y ,....a�^ _I, J ;,�„Sl� �`�%✓ %.a�� 1J s^ Y.h ~ .�,.. ^.v �?"Y�u.., �-v�•�'�.. �� ,�'. a .✓ rw�.✓,^^�G"._w..,'.i.- Ia :``�-��i-v... T'..�.r.,;..�..:�,.,.�..:_.'�:..*i;a,,,;.v..,m,.- r.. �. .-:'".. :� r': ' .^ma`s. ✓;.2r.,w .-..,:,,,,..�. r->.. 7� - a� ;7 -�-., f-,,.J - � ,,,_ � ✓. > .✓- � .� _ _1 i i_ _ �. START Aarchway Inn Optional start Hwy 191 & Hwy 313 Intersection MILES DAY TWO : Colorado River Corridor Ride 50 miles out -and -back FEET 4800 4400 4000 AID, TURNAROUND rAID START Aarchway Inn I r r r 8 12 16 MILES � 1 20 2 25 Lunch at Red Cliffs Lodge 9 of 104 DAY THREE: Arches National Park Ride 46 miles out -and -back, 2700 ft. in climbing elevation FEET LUNCH, 5200 5000 4800 4600 4400 4200 4000 ST, t UKNAKUUB 74 AMS w: AID AID a X z .,._...m:n ...a..va..,,. ,�'C a..,'d... v_...r...�?'^�>' � ✓,ya "� JY ✓i.�'v+ v.+v�.:. n.aC,..,/..:":�n N.NW .a�✓,�nv. ...ti 3:,..e..e....e...'d�..,�...wi.+.... .........d..e,i..+ r �...r..,...�u�-%d ART 1 4 1 8 1 12 1 16 1 20 1 23 MILES DAY FOUR: River Portal Ride What can we say? 40 miles round trip with a slight downriver feel on the way to the AID station and turnaround point then a slight up river pull on the way back. Overall elevation change? About 200 feet if you count the two small hills. This route doesn't qualify for elevation maps! Enjoy your day. It is beautiful and very scenic? 10 of 104 AGENDA SUMMARY MOAB CITY COUNCIL MEETING October 14, 2014 Agenda Item It: 6-2 Title: Approval of Local Consent for a Special Use Permit for Industrial and Manufacturing of Alcohol for Sundial Medicinals, LLC Located at 550 North Main Street Suite D Fiscal Impact: N/A Staff Presenter(s): Rachel Stenta, City Recorder Department: City Recorder Applicant: Emily Stock Background/Summary: The applicant currently operates a business (Sundial Medicinals) located at 484 Sundial Drive under a Home Occupation License for the purpose of herbal craft — salves, lip balms, massage oils, bath soaks and extracts. Ms. Stock is applying with the state of Utah, DABC (Division of Alcoholic Beverage Control) for a Special Use Permit for Industrial and Manufacturing of alcohol to enable her to store and prepare medicinal products that contain alcohol in her workshop as part of her business. The applicant is moving her business to a new location on Main Street. As with the original approval, I reviewed the applicable sections of State Code and also spoke to DABC to confirm that there are no proximity requirements for this type of license. Options: Approve, deny or table. Staff Recommendation: Staff recommends granting of the local consent. Recommended Motion: I move to approve granting of Local Consent for a Special Use Permit for Industrial and Manufacturing of Alcohol for Sundial Medicinals, LLC Located at 550 North Main Street Suite D. Attachment(s): Local Consent Form 11 of 104 LOCAL CONSENT SPECIAL USE PERMIT (Industrial & Manufacturing) Date Utah Department of Alcoholic Beverage Control Licensing and Compliance Section 1625 So 900 West PO Box 30408 Salt Lake City, Utah 84130 Gentlemen: (City)(Town)(County) hereby grants its consent to the issuance of a special use permit to special use permittee, located at SS—C.) N • Vibes.+ , pursuant to the provisions of Section 32B-10 Utah Code, for the purpose of purchase, storage, sale, consumption and/or other lawful use of alcoholic products as authorized by the Utah Department of Alcoholic Beverage Control. 7.01.1 l v7.18 pale 5 of 16 Authorized Signature Name/Title 12 of 104 MOAB CITY COUNCIL MEETING November so, 2015 Agenda. ltem #: 6-3 rr Off' 1-1 •=71. - , r - M AB � 1 Title: Approval of Permits for Seekhaven Puttin' on the Ritz Fundraising Event on February 13, 2016. Fiscal Impact: This event takes place at the Grand Center and requires very few, if any, city services. The special event and alcohol permit fees provide revenue to the city. Staff Presenter(s): Carmella Galley Department: Administration Applicant: Seekhaven Background/Summary: The Seekhaven Family Support Center has submitted all of the required applications to hold the annual Seekhaven Puttin on the Ritz Fundraiser, utilizing the Grand Center. Please note that several of the required/permits are contingent upon other approvals. The event is a fundraiser for the support center, which provides services to Moab and Grand County residents. The following approvals are needed: J 1. Approval of a Special Business Event License 2. Approval of a Class IV Special Event Beer License 3. Granting of Local Consent for a state -issued Special Event Beer Permit 4. Approval of a waiver of business license fees in the amount of $zgo (note that the waiver of alcohol fees is not permitted by the City Council's fee waiver policy. The City Special Events Committee has reviewed the applications for the required permits and licenses for the event We have conferred with the coordinator for the event and are of the opinion that all issues have been or will be adequately dealt with. Options: For each item, the Council may approve, approve with conditions, deny or postpone the item. Staff Recommendation: Staff recommends approval of all items. 13 of 104 Recommended Motion: "I move to approve Seekhaven's Puttin' On The Ritz." Attachment(s): Special Business Event License Application Class IV Special Event Beer License Application Application for Local Consent for a Special Event Beer Permit Letter requesting fee waivers 14 of 104 S Family Crisis & Resource Centex Making an impact since 1990 Board of Trustees President Stephanie Dahlstrom Vice President Barbara Browning Mike Kirkham Secretary Beth McCue Treasurer Beth McCue Board Marvetee Brewer Jenifer Evers Nicole Priest, M.D. Sharifeh Robinson Executive Director Jaylyn Hawks 4 November 2015 Rebecca Davidson Moab City Council 217 East Center Street Moab, Utah 84532 RE: Request for Approvals • Special Event Permit • Class IV Retail Beer License Dear Rebecca Davidson, Rachel Stenta & Moab City Council, 4n behalf of Seekhaven Staff, Clients, and Board of Trustees, I express sincere appreciation for your continuing partnership with Seekhaven in addressing our community's domestic violence and sexual assault issues. In connection with that goal, you are probably aware that each year we hold our annual fundraiser, Puttin' on the Ritz, to secure addition operational funds necessary to continue offering high quality support to local survivors. This year's event will take place on February 13, 2016 at the Grand Center. The location makes it necessary to obtain the appropriate licensing permits to hold this event. I am therefore respectfully requesting that the Moab City Council consider the documents submitted with this letter and approve the necessary permits and licenses. You are likely aware that this local approval needs to precede the application and approval at the State level which, in and of itself can take a significant amount of time; as such timely completion is important. Hopefully, this early submission will give all parties ample time to consider. Please let me know if can be of further assistance in providing any other information that will help in making this recommendation. Sincerely, Jaylyln Hawks Executive Director Mission; To build safe and healthy communities 15 of 104 To Moab City Council/Rebecca Davidson: In this packet please find (in connection with Seekhaven's Puttin' on the Ritz): • Payment of fees (check #14714 for the amount of $380.00) • Letter requesting Moab City Council Approval for Special Event Permit and Retail Beer License • Special Business Event License Application • Retail Beer License Application • Letter Requesting waving of fees 16 of 104 DATE PAID: AMOUNT PAID: RECEIPT NO.: 11/y/i a') 0 ' CITY OF MOAB SPECIAL BUSINESS EVENT LICENSE APPLICATION 217 EAST CENTER STREET MOAB, UTAH 84532 (435) 259-5121 1 FAX (435) 259-4135 PLEASE MAKE CHECKS PAYABLE TO: CITY OF MOAB SPECIAL EVENT FEE: PLUS (CHECK ONE): TRANSIENT ($90): OR ❑ CURRENT CITY OR COUNTY LICENSE (ATTACH COPY) TOTAL FEES: LICENSE #: ZONE: $200.00 $90 $290 NAME OF EVENT: Puttin 1 on the Ritz DESCRIPTION CFEVENT: Dinner/danc'ring/silent auction fund-raiser LOCATION OF EVENT: The Grand Center PREMISES TO BE USED: Banquet hall, hallway, and kitchen TEMPORARY STRUCTURES TO BE USED (IF ANY): DAMS) AND TIME(S)OFEVENT: 13 Febri]ary %nl; Spro-midnight ANTICIPATED # OF EVENT PARTICIPANTS: 230 NUMBER OF VENDORS PARTICIPATING: one to four TYPES OF VENDORS PARTICIPATING IN EVENT: catering EXPLAIN FEES GENERATED BY THE EVENT (I.E. ADMISSION CHARGES, BOOTH FEES, RENTAL CHARGES, ETC.): admission and silent auction sales EVENT SPONSOR'S NAME: Seekhaven, Inc. /Jaylyn Hawks PHor1E:435.259 . 2229 SPONSOR'SADDRESS: P.O. Box 729 CITY: MO ab STATE: UT zip: 8 4 5 3 2 SPONSORS DRIVER LICENSE NUMBER 8 STATE OR OTHER PROOF OF IDENTITY: SPONSORS SOCIAL SECURITY NUMBER: DATE OF BIRTH: TYPE OF ORGANIZATION:0 PROPRIETORSHIP O PARTNERSHIP iryy 7,CORPORATION NOTHER (SPECIFY): 5 0 1 {C 3 11111111— EVENT SPONSOR'S SALES TAX IQ O WITH THE STATE FOR TAX ID: Michael Gardner THIS FORM IS AN APPLICATION FOR A SPECIAL BUSINESS EVENT LICENSE. THE ACTUAL LICENSE WILL BE ISSUED AFTER CITY COUNCIL APPROVAL. IT IS UNLAWFUL TO ENGAGE IN SUCH ACTIVITY WITHIN THE CITY WITHOUT FIRST OBTAINING A LICENSE. ALL INFORMATION MUST BE ACCURATELY COMPLETED OR THE ISSUANCE OF A LICENSE WILL BE DELAYED. f1,,,,E Jaylyn Hawks PLEASE PRINT NAME(S) BUSINESS LICENSE REGULATIONS AS SET FORTH IN THE MOAB CRY CODE, ORDINANCES AND RESOLUTIONS, AND SWEAR UNDER PENALTY OF LAW THE INFORMATION CONTAINED HEREIN IS TRUE. IIWE UNDERSTAND THIS LICENSE IS NON -TRANSFERABLE AND VALID ONLY FOR THE ABOVE MENTIONED LOCATION AND APPLICANT (SPON90R). I/WE AGREE TO FILE THE PROPER REPORTS WITH THE STATE OF UTAH. HEREBY AGREE TO CONDUCT SAID BUSINESS STRICTLY IN ACCORDANCE WITH THE MOAB CITY alum ul�+ivlrl it —2/: Dare 206 StateofjCJtalp/ ) ) SS County of Grand ) SUBCRIBED AND SWORN to before me this T +4` day of NOTARY PU.EiLIC GIs - SEE BACK OF FORM FOR ADDITIONAL REQUIREMENT! JENNIE ROSS Notary Public State of Utah Comm. No. 661521 My Comm, Expires Dec 11. 2016 17 of 104 ATTACH LIST OF PARTICIPANTS OPERATING UNDER THIS LICENSE. See below ATTACH SITE PLAN FOR THE EVENT GROUNDS OF APPLICABLE). S e e attachment ATTACH ADDITIONAL INFORMATION INDICATED BELOW: Seekhaven staff, board of trustees, and volunteers LICENSE APPROVALS CITY STAFF ❑ APPROVED In DISAPPROVED REASON(S): LICENSE EXPIRATION DATE: SIGNATURE OF CITY STAFF MOAB CITY COUNCIL APPROVAL REQUIRED © NO © YES AGENDA DATE: © APPROVED ❑ DISAPPROVED REASON(S): EVENT COST RECOVERY SURCHARGE: SPECIAL CONDITIONS: n7iouos 18 of 104 Seekhaven, Inc. — Puttin' on the Ritz — February 13, 2016 Dinner/Dance/Silent Auction Fund Raiser I orkari rinnr Locked Door Silent Auction Hallway Band & Master of Ceremonies Orange stars indicate volunteer security personnel Food Service THE GRAND CENTER Locked Door Banquet/Dining Area Food Service Kitchen & Food Prep Locked Door 19 of 104 CITY OF MOAB SPECIAL EVENT LICENSE COMPLIANCE FORM 217 E CENTER STREET MOAB, UT 84532 PHONE: (435) 259-5129 FAx: (435) 259-4135 FOR ZONING OFFICE USE ONLY PARKING: !`t ST ( 1\\ MOAB CITY CODE: ( I • v { • g•D•Q SIGN PERMIT: ` '8Q0 MOVED -ON NECESSARY: ❑ YESNO REQUIRES PLANNING COMMISSION APPROVAL ❑ YES NO REVIEWED BY ZONING ADMINISTRATOR: NA DATE: (• pi • k NAME OF APPLICANT: See1Ch�� 'HONE: [ 3 S ' a S - 01...1 APPLICANTS MAILING ADDRESS; / 6 n)(• CITY', )1/7 a al:, STATE: LA.- ZIP: cf y 5 NAME OF EVENT: PLCIT -j l'__ ' O7'L 4•I•-t_ e +a— LOCATION OF EVENT: TA. t_ G ra2cS2. ( erns t4- — !{/ of fit/ SOO (.7 ZONE: GAt - t1`tiran SFSC1AL AVERT 1<4.-4' A tti.-fi z-b._ 1--,...ti4,0 / l a �,--- DETAILED DESCRIPTION OF SPECIAL EVENT; D I n !1d-r / f)a.rl C.s._ / •5- 06i16.%05 20 of 104 u DATE PAID: AMOUNT PAID: RECEIPT No.: /// 1//,s-- 90` payao3 CITY OF MOAB RETAIL BEER* LICENSE APPLICATION 217 EAST CENTER STREET MOAB, UTAH 84532 (435) 259-5121 1 FAX (435) 259-4136 PLEASE MAKE CHECKS PAYABLE TO: CITY OF MOAB © CLASS I FEE: Q CLASS 11 FEE: O PRIVATE CLUB CLASS III FEE: CLASS IV FEE: LICENSE, #: $180.00 $180.00 $650.00 $80.00 Do c-1C_ec' APPLICANT'S PERSONAL INFORMATION FULL NAME: Jaylyn Hawks HOME PHONE: 435.259.4873 HOME ADDRESS: 2133 S P l a t c au Dr. cITY: Moab STATE: UT ZIP: 32 SOCIAL SECURITY NUMBER: DATE OF BIRTH: DRIVER LCENSE NUMBER & STATE: BUSINESS INFORMATION BUSINEssNA1AE: Seekhaven, Inc SALES TAX M BDSINESS ADDRESS: 81 1V 300 E BUSINESS PHONE: 435.259 7 2229 CITY: Moab STATE: UT zIP: 8 4 5 7 2 BUSINESS MAILING ADDRESS: P , 0 Box 729 WARNING!! ALL LICENSES, EXCEPT CLASS III, REQUIRE A STATE LICENSE! STATE APPROVAL COULD TAKE 34 DAYS OR MORE TO PROCESS! CONTACT THE STATE NOW! THIS APPLICATION IS MADE FOR A LICENSE TO SELL BEER" UNDER THE FOLLOWING LICENSE: (CHECK ONE) 1. © CLASS 1 © CLASS II 1:1 PRIVATE CLUB O CLASS III Retail License shall entitle Licensee to sell Beer only en the premises licensed on draught and in original containers, for consumption on or off the premises, in accordance with the Liquor Control Act and the Ordinances of the City. Retail License shall entitle the Licensee to sell Beer in the original containers, on the premises for consumption on the premises, in accordance with the Liquor Control Act and Ordinances of the City, and shall be issued solely to Restaurants, Cafes and other establishments whose primary purpose is the dispensing of food. Same conditions as Class I and Class II Beer Licenses. Retail License shall entitle the Licensee to sell Beer on the premises licensed in original containers, for consumption off the premises in accordance with the Liquor Control Act and the Ordinances of the City. fCLASS IV Retail License shall entitle the Licensee to sell Beer on the premises licensed on draught and in original containers, for consumption on the premises in accordance with the Liquor Control Act and the Ordinances of the City limited to the dates specified. Will you also serve liquor, wine or heavy beer (over 3.2% by weight)? ❑ No OYES (Requires 'Local Consent' approved by City Council prior to State approval.) 2. List brands of beer proposed to be sold by the applicant within the City of Moab: Region brands: Uintah, Squatters, Wasatch, Moab Brewery, etc. 'Beer application is for 3.2% by weight only. Also requires a State license. p);» 05 21 of 104 3. Have you ever been convicted of any offense other than a minor traffic violation? (ENO © YES (If yes, list offenses along with an explanation. Include locations and dates.) 4. The Applicant MUST provide to the City of Moab a copy of the Criminal History Report from the State of Utah if required for Class 1, it Private Club and Class IV. Class Ill Applicants MUST contact the Moab City Police Department License Investigator as soon as possible to be fingerprinted and photographed. A background check is also required. THE FOLLOWING INSPECTION IS REQUIRED FOR ALL APPLICATIONS EXCEPT CLASS IV. PLEASE CALL AND SCHEDULE AN APPOINTMENT. HEALTH INSPECTOR (435) 259-5602 575 Kane Creek Blvd DATE OF INSPECTION APPROVED ❑ DISAPPROVED REASON: SIGNATURE MOAB CITY COUNCIL AGENDA DATE: © APPROVED ❑ DISAPPROVED REASONS): SPECIAL CONDITIONS: 22 of 104 RETAIL BEER LICENSE APPLICATION Submit completed application and attachments to the City Treasurer for processing. The applicant represents that they possess all the qualifications of a licensee as set forth in Section 32, Chapter 4 of the Utah Code Annotated 1953 and that they will faithfully comply with and have faithfully complied with the Utah Liquor Control Act. This application is submitted to the City of Moab as an inducement for the issuance of a retailer's business beer license in accordance with Section 32, Chapter 4 of the Utah Code Annotated 1953. The undersigned applicant hereby agrees and promises that if such beer license is granted, the applicant will faithfully comply with all provisions of the Utah Liquor Control Act and regulations of the Utah Liquor control Commission adopted pursuant thereto, and the ordinances of the City of Moab, and in particular that they will faithfully comply with Section 32, Chapter 6 of the Utah Code Annotated 1953 relating to reporting and payment of excise tax, and with regulation 4 relating to advertising, regulation 4-A relating to labeling and advertising, and regulation 5 relating to unfair competition and unlawful practice. 5 /eye— 4pt's Signature STATE OF UTAH COUNTY OF GRAND Jaylyn Hawks , being first duly sworn, on his/her oath deposes and says: That he/she is the applicant above named; that he /she has read the foregoing application, and knows and understands the contents thereof; that the same is true to his/her own knowledge. Subscribed and sworn to before me on this 4-'‘-day of j 51 w, JENNIE ROSS Notary Public at='� y ► =i State of Utah ' f -�'4.�T . Comm. No. 661521 1 .1/4`"'�=:."'My Comm Expires Dec 1 i, 2016 /vo0.0!1 • Notary Public 23 of 104 CLASS IV SPECIAL EVENT BEER LICENSE SUPPLEMENTARY INFORMATON 1. Please specify the dates, times, location, nature and description of the proposed event: Seekhaven fundraiser, Puttin' on the Ritz from 5pm thru midnight; concict of social hour, dinner, dancing, and silent auction. 2. Please provide a floor plan or detailed description of the following: a. The sites from which you propose that beer be sold or served, including all dispensing points. Dispensing points include storage areas, booths, tables, bars, and other areas set apart for the sale of beer; b. The areas in which you propose that beer be allowed to be consumed; 3. Please state the purpose of the association or entity conducting the event: Seekhaven, Inc. provides emergency shelter and supportive resources to victima of domestic violence and sexual assault. 4. I hereby grant Moab City Officials, including but not limited to, law Jay 1 yn Hawks enforcement officers or City code enforcement officials, an unrestricted right to enter the premises of this event, during the event to take place on 2 / 13 / 16, starting at 5 PM, and located at The Grand Center for purposes of monitoring compliance with all license terms and City ordinances. SIGNED: STATE OF UT COUNTY OF GRAND } } SS } (7//ewy-k.3— SUBSCRIBED AND SWORN TO BEFORE ME BY THIS 4-44"` DAY OF /j0 V��rt%cr ,.s ra~ JENNIE ROSS V '`- Notary Public V.� �P�� ,A )- State of Utah tkii'7 Comm. No. 661521 My Comm. Expires Dec 11, 2016 DATE: / l- 4-2- l6 ON NOTARY PUBLIC 24 of 104 SINGLE EVENT PERMIT Local Consent PURPOSE: Local business licensing authority provides written consent to the Alcoholic Beverage Control Commission to issue an event permit to an organization for the purposes of storage, sale, offer for sale, furnish, or allow the consumption of an alcoholic product on the event premises AUTHORITY: Utah Code 32B-9-201 M�a h I.neal business license aulhoriEy , [X1 City [ ] Town [ County hereby grants its consent to the issuance of a temporary single event permit license to: Applicant Entity/Organization: ,G-P-e_k C ?G� v'e n Inc � j \, ay \ yri 1- %i! iD Is Event Name: �PUSL- 1 i n Y 1 t%` 7 Event location address: fr` { i/'� C exte t- i Dab 1 �� 0-6. ? Sheri city slate zip On the t 1 day(s) of Ffa bri_k_a_r , 2-D { daces _ month year during the hours of lrn — l (7.r) (lf 11 17- , pursuant to the provision of Utah Code 32B-9. ined hours from —to Event permits are issued to bona fide entities conducting a convention, civic or community enterprise. Please check the following box if the local business license authority would like to recommend to the DABC director that the applicant entity/organization be considered to be considered a community or civic enterprise. Authorized Signature Name/Title Date AS OF SEP.TEMSER'1; 20I5 THIS FORM MUST BE SUBMITTED TO THE DABC BY THE APPLICANT 25 of 104 ,G TX- St4RA,VQ.44 Family Cisis & Resource Center Making an impact since 1990 Board of Trustees President Stephanie Dahlstrom Vice Presidents Barbara Browning Milce Kirkham Secretary Beth McCue Treasurer Beth McCue Board Jenifer Evers Marvelee Brewer Nicole Priest, MD, Sharifeh Robinson Executive Director Jaylyn Hawks Rebecca Davidson Moab City Council 217 East Center Street Moab, Utah 84532 RE: Request for fee waivers ® Special Event Fee: • Transient Fee: • Class IV License Fee: 4 November 2015 $200.00 $90.00 $90.00 Dear Rebecca Davidson, Rachel Stenta & Moab City Council, On behalf of Seekhaven Staff, Clients, and Board of Trustees, I express sincere appreciation for your continuing partnership with Seekhaven in addressing our community's domestic violence and sexual assault issues. In connection with that goal, you are probably aware that each year we hold our annual fundraiser, Puttin' on the Ritz, to secure addition operational funds necessary to continue offering high quality support to local survivors. This year's event will take place on February 13, 2016 at the Grand Center. The location makes it necessary to obtain the appropriate licensing permits to hold this event. Since the fees attached to these permits pose a significant obstacle to our ability to maximize fundraising efforts, I respectfully request that these fees be waived. I appreciate your support and your sensitivity to the issues we face. Please let me know if I can be of further assistance in providing any other information that will help in making this recommendation. Sincerely, r Jayl n IYawks E cutive Director 1/a/a)-4'— Mission: To build safe and healthy communities 26 of 104 City of Moab City Council Policy Regarding the Consideration of Fee Waiver Requests It is the general policy of the Moab City Council to not consider requests for fee waivers for city programs, services, permits and licenses. Further, the City Council has determined that exceptions to this general policy may be made at the sole discretion of the City Council, subject to certain conditions, as follows: 1. Requests for an exception to the fee waiver policy shall be made in writing at one month prior to the event or service for which the fee is charged. Such requests shall be submitted to the City Recorder's Office. If this timeframe is not met, the fee shall be paid in full, and the request will be considered as a request for a refund rather than a waiver. 2. The following fees are not subject to an exception under this policy: a. Fees related to public works, including but not limited to water and sewer fees, water and sewer impact fees, storm water drainage fees and solid waste fees. b. Fees related to planning and zoning, including but not limited to subdivision fees, annexation fees and permit fees. c. Fees related to recreation programs and services. d. Fees related to law enforcement, with the exception of traffic control and security fees associated with a special event. e. Fees related to alcohol. f. Other fees not provided for in this policy. 3. The City Council may consider an exception to the fee waiver policy for special -event - related fees, including special event permit fees, special event business license fees, park use permit fees, banner fees, and traffic control fees and security fees, if the organization requesting the exception meets at least one of the following criteria: a. The event, as its main function, is a fundraiser for a charitable organization that provides services to Moab residents. b. The organization sponsoring the event has in the past made and commits to continue to make in the future, a financial donation to the City that covers all or a portion of the costs associated with the event for which the organization is seeking an exception. c. The event organizer is a governmental entity. d. The event's primary purpose is to provide a school program or to benefit a school or school program. e. The primary purpose of the event is to provide a community -wide celebration or program that is offered free of charge to community members. f. The event is one that has been provided by the City in the past. 4. The City Council may consider an exception to the fee waiver policy for building permit fees only for requests made by Grand County or the City of Moab for county or city -owned facilities. 27 of 104 AGENDA SUMMARY MOAB CITY COUNCIL MEETING November 10, 2015 Agenda Item #: 7-1 fl. ..1 Title: Approval of Proposed Resolution #30-2015 — A Resolution Approving Amendment #1 to the Subdivision Improvements and Development Agreement for the "Entrada at Moab" Master Planned Development, Phases One through Seven, Located at 600 West 400 North Fiscal Impact: N/A Staff Presenter(s): Rebecca Davidson Department: City Manager Applicant: Entrada J Background/Summary: The Entrada Subdivision has been progressing in construction and is working to finalize their project. They have completed most of their public improvements including utilities, roadways and curb and gutter. They have several improvements that remain to be completed including Curb and gutter along 400N, Sidewalks throughout the project and along 400 N, grading in between the streets to raise the entire site and landscaping. They are providing the required Letter of Credit in the amount of $209,248 to guarantee their remaining work. With this Letter of Credit, they are requesting an extension to Phases I through III of the project for a period of six months until April 9, 2016. Chris McAnany has worked with this developer to ensure the appropriate language for the agreement and the letter of credit. Additionally, the ownership has been transferred to a company called C 2 Moab LLC. This transfer is acknowledged in the Amendment to the agreement. With the Council's approval of this amendment, the developer intends to file the Final Plat for the subdivision. The staff is recommending approval of Amendment No. 1 of the Entrada Agreement that includes the extension, the Letter of Credit and the name change. Options: Approve, deny or table. 28 of 104 Staff Recommendation: Staff recommends approval. Recommended Motion: I move to approve proposed Resolution #30-2015 - A Resolution Approving Amendment #1 to the Subdivision Improvements and Development Agreement for the "Entrada at Moab" Master Planned Development, Phases One through Seven, Located at 600 West 400 North Attachment(s): Proposed Resolution #30-2015 29 of 104 RESOLUTION # 30-2015 A RESOLUTION APPROVING THE AMENDMENT #1 TO THE SUBDIVISION IMPROVEMENTS AND DEVELOPMENT AGREEMENT FOR THE " ENTRADA AT MOAB", PHASES ONE THROUGH SEVEN MASTER PLANNED DEVELOPMENT WHEREAS, the City of Moab (the "City") and Snow Hound, LLC ("Owner") entered into an Improvements Agreement dated April 15, 2015 covering the public improvements associated with the above named master planned development; and WHEREAS, the Owner desires to receive an extension for Phase I, Phase II and Phase III of the project; and WHEREAS, the Owner provided Performance Guarantees in the form of a Letter of Credit, in order to secure performance of the remaining improvements provided in the Agreement; and WHEREAS, the Owner has performed all improvements pursuant to the Agreement, with the exception of the final grading, curb and gutter along 400 N and sidewalks; and WHEREAS, City staff has inspected the completed public improvements and found that they are substantially complete in their design, workmanship, and construction quality; and WHEREAS, the Owner has changed the ownership from Snow Hound LLC to C 2 Moab LLC and desires to have that recognized in the agreement; NOW, THEREFORE, the City Council, as the governing body of the City of Moab, does hereby resolve to 1) accept Amendment No. 1 to the agreement allowing a six month extension on Phases I, II and III; 2) accept the Letter of Credit for remaining public improvements; and 3) transfer of ownership to C 2 Moab LLC. Passed and adopted by action of the Moab City Council of the City of Moab, Utah in open session this 10th day of November, 2015. ATTEST: Rachel E. Stenta, City Recorder Mayor David L. Sakrison 30 of 104 FIRST AMENDEMENT TO SUBDIVISION IMPROVEMENTS AND DEVELOPMENT AGREEMENT Entrada at Moab, Phases One through Seven, Master Planned Development, Signature Page Approved and Accepted on the Date(s) set forth below. C2 MOAB, LLC By: Title: Date SNOW HOUND MOAB, LLC By: Title: Date CITY OF MOAB By: David Sakrison, Mayor Date Attest: Rachel Stenta, Recorder Date 31 of 104 SUBDIVISION IMPROVEMENTS AND DEVELOPMENT AGREEMENT For Entrada at Moab, Phases One through Seven Master Planned Development For valuable consideration, the CITY OF MOAB, a Utah municipality (City), and Snow Hound Moab, LLC, (Subdivider) mutually referred to as the "Parties", do hereby enter into the following Subdivision Improvements and Development Agreement (the Agreement), pursuant to Moab Municipal Code (City Code) Sections 16.20 and 17.65.120, to govern the development of the subject property and the installation of subdivision improvements required by City Code. I. RECITALS. A. The City Planning Commission (Commission), as the recommending body to the Land Use Authority for preliminary subdivision plat and Master Planned Development approval, after following all required procedures and meeting noticing requirements, approved a Preliminary Plat for the Entrada at Moab Master Planned Development (MPD) on April 8, 2014 (the Subdivision). B. On August 10, 2014, the Commission, after following all required procedures and meeting notice requirements, recommended conditional approval of the final plan for Phases One through Three of the Entrada at Moab MPD to the Moab City Council (Council). C. The Council, as the Land Use Authority for Final Plat approval, approved the final plan for Phases One through Three of the Entrada at Moab, MPD at its regular City Council meeting on, Qf, 1'{ 2015. D. SUBDIVIDER has submitted to CITY for its review construction plans and specifications entitled ENTRADA AT MOAB MPD CONSTRUCTION DRAWINGS SURFACE AND UTILITY IMPROVEMENTS (sheets 1_101"`'109, C 1 -del►�Pi - PP3, 0i- D3 . inclusive, dated A , ( S , 2015), LAoI Lao3 i ) having been prepared by Focus Engineering and bearing the stamp of a licensed Professional Engineer and landscape plans having been prepared by Bratt, Inc. and bearing the stamp of a licensed Landscape Architect, attached as Exhibit A (the Construction Plans). The Construction Plans show in sufficient detail the Required Improvements for the Subdivision. H. AGREEMENT IN CONSIDERATION OF THE ABOVE PREMISES, THE PARTIES HEREBY AGREE AS FOLLOWS: 1. Covered Property. The recitals above are incorporated into this Agreement. The real property in the County of Grand, State of Utah, subject to this Agreement (the 32 of 104 Entrada at Moab MPD Phase 1-7 SIA Page 2 of 12 Property) is described as follows: Section 35; Beginning at a point which bears North 38.8 feet and West 384.0 feet from the Southeast Corner of section 35, Township 25 South, Range East, SLM; thence North 89°50' East 435.3 feet; thence North 114.5 feet; thence South 89°54' West 100 feet; thence north 261 feet; thence North 89° 56' East 575.3 feet; thence South 377.2 feet to point of beginning. 2. Payment of Fees; Approved Land Uses. Subdivider agrees to pay all in -effect City fees applicable to the Subdivision, including but not limited to, impact fees, connection fees, building permit fees, and applicable inspection fees. Applicable fees shall calculated and paid at the time of connection or the time when the service is performed. The uses permitted in the Subdivision shall correspond with the residential uses as established for the C-2 Zone in Moab Municipal Code Section 17.45. Subject to the conditions in this Agreement, the Property has been authorized for the following uses and activities: APPROVED LAND USES FOR THE PROPERTY: Usage/Density Acreage Percentage of Project Acreage 45 townhome units/lots 1.37 30 Clubhouse/Pool Area .32 7 Open Space Passive Active 1.915 .15 1.765 42 Streets, Roads, Parking .995 21 Total Acreage 4.6 100 a). The configuration of the Subdividion and the uses therein shall conform to the Construction Documents as set forth in this Agreement. 3. Phasing Plan. The Subdivision will be constructed in seven phases, as set forth in the Phasing Table attached as Exhibit B. Subject to compliance with this Agreement, the Subdivider may submit for approval by the City and recording separate final plats encompassing one or more phases of the Subdivision. 33 of 104 G� Entrada at Moab MPD Phase 1-7 SIA Page 3 of 12 4. Required Improvements. Subdivider shall construct all of the improvements to the Property shown on the Construction Plans, and as described in the Subdivision Improvement Schedule attached as Exhibit C (the Required Improvements). Required Improvements shall include the public improvements shown on the Construction Plans, as well as the following: (a) Site clearing and removal of obstructions; (b) General site grading of the Property; (c) Site utilities, including culinary water lines, fire hydrants, and sanitary sewer lines; (d) Streets, curbs, gutters, and sidewalks; (e) Street striping, signage, and street lights; (f) Storm water drainage facilities; (g) Non -motorized pathways; (h) All landscaping, irrigations systems, fencing, or other visual screening required as a condition of approval; (i) all electric utility lines, cable television/data, and telephone lines; and (i) all incidental improvements necessary or specified for use and occupation of the Subdivision. 5. Phase One through Three Improvements. Phase One through Three improvements include: a) site grading for the entire Property; b) construction of the curbs, gutters, sidewalks, and street paving as shown for Phases One through Three; c) construction of a sidewalk twelve (12) feet in width along the frontage of 400 North Street; d) culinary water line replacement in 400 North Street; e) inspection and (if necessary) replacement of the storm drain in 400 North Street, as determined by the City; f) installation of all culinary water lines and sewer lines as necessary to serve Phase One through future Phase Seven; g) installation landscaping equal to that shown on the North boundary of the Property (Landscape Plan L101) along the East boundary of the Property; and h) all other Required Improvements to serve Phases One through Three. a) The parties acknowledge that the phasing plan contemplates the installation of utilities in advance of approval of development plans for future Phases Four through Seven. With respect to culinary water and sewer lines to be constructed in within the areas planned for future Phase Four through future Phase Seven, the Subdivider agrees to promptly convey a utility easement to the City encompassing the areas occupied by those public improvements as set forth in Exhibit D. b) This Agreement and the accompanying land use approvals by the City are expressly subject to the condition precedent that the State of Utah Division of Environmental Quality (DEQ) approve a written special exception with respect to Utah Administrative Code R309-550-7 pertaining to the proximity and alignment of the proposed culinary water and sewer lines in the Construction Plans. In the event that the special exception is not approved by Utah DEQ, this Agreement and the accompanying land use approvals shall be void and of 34 of 104 G� Entrada at Moab MPD Phase 1-7 SIA Page 4 of 12 no further effect. 6. Phase Four through Seven Improvements. Improvements for Phases Four through Seven shall include the construction of all other Required Improvements for each phase. 7. Improvements to be Completed in Conformance with Construction Plans. All Required Improvements shall be constructed in a workmanlike manner and in conformity with the approved Construction Plans. No deviations from the Construction Plans shall be permitted, except as authorized in writing by the City Engineer upon a showing of good cause. In addition, all Required Improvements shall be completed in conformance with the City of Moab Public Improvement Specifications, applicable building codes, and all state and federal regulations, as applicable. Where discrepancies occur between the Construction Plans and the listed reference standards, the reference standard shall prevail. 8. Timeline for Completion. Construction of the Required Improvements shall not commence until the Effective Date of this Agreement. Construction of all Required Improvements for Phases One through Three shall be completed within one hundred eighty (180) days from the Effective Date of this Agreement. a). Construction of Required Improvements for Phases Four through Seven shall be completed within one hundred eighty (180) days from the date of approval of the final plan by the City Council of those phases. b). A reasonable extension of time for the completion of the Required Improvements for any phase may be granted, at the discretion of the City Council, upon a showing by the Subdivider that there is good cause for an extension and that the work has been diligently prosecuted from the Effective Date of this Agreement or the approval of any particular phase, as applicable. c). If the construction of the Required Improvements is not completed and accepted within the timelines specified herein, or as lawfully extended, then the Subdivision and all development approvals shall be deemed lapsed and shall have no further effect. 9. Lot Sales. Building Permits, Plat Recording. No Building Permits will be issued until such time as all of the Required Improvements are completed in accordance with the phasing plan in this Agreement and, with respect to public improvements, accepted by the City. No final plat for the Subdivision, or any phase thereof, shall be executed by the City or submitted for recording until such time as either: a) all of the Required Improvements are completed in accordance with the phasing plan in this Agreement and, with respect to public improvements, accepted by the City; or b) a Financial Assurance conforming to Section 11 is delivered to the City. Subdivider shall not convey or purport to convey any lot within the Subdivision prior to the recording of the final plat for the phase in which that lot is situated. Any purported conveyance of lots by Subdivider prior to approval and recording of a final plat for any phase of the Subdivision, 35 of 104 Entrada at Moab MPD Phase 1-7 SIA Page 5 of 12 or otherwise in violation of this Agreement, shall be void. 10. Acceptance of Improvements, Warranty. All of the public improvements comprising the Required Improvements shall be subject to quality assurance testing and inspection as specified in the Construction Plans and/or applicable reference standards. Subdivider or its authorized representative shall provide not less than forty (48) hours minimum notification to City when inspection is required. The costs associated with such testing and inspection shall be the responsibility of Subdivider. Any work which is rejected following inspection must be repaired or replaced at the sole cost of the Subdivider. Any work which is covered up prior to inspection may be rejected, in which case Subdivider shall be solely responsible for exposing the work and arranging for inspection. a). The acceptance by the City of the public improvements comprising the required Improvements following completion and satisfactory inspection shall constitute a dedication and conveyance by the Subdivider to the City of all such improvements. Subdivider shall convey all public improvements to the City free and clear of any mechanic liens, claims, or other encumbrances. b). Subdivider warrants that all public improvements dedicated to the City shall be constructed in a workmanlike manner, in accordance with approved plans and specifications, and that all such improvements shall be free of defects in materials and workmanship for a period of one (1) year from the date of acceptance by the City. Subdivider shall promptly repair or replace any defective work following receipt of written notice under this warranty from the City. c). To partially secure this obligation, Subdivider shall deposit with the City a sum equal to ten percent (10%) of the construction cost, as determined by the City Engineer, for public improvements comprising the Required Improvements (the Warranty Deposit). Cost estimates for the public improvements for Phases One through Three shall be provided by Subdivider to the City no later than fifteen (15) calendar days from the Effective Date of this Agreement. Cost estimates for Required Improvements in subsequent phases shall be provided to the City concurrent with Subdivider's application for final plan approval as to those subsequent phases. d). The Warranty Deposit shall be paid by the Subdivider before recording of the final plat for any phase. In the absence of any unperformed warranty claims, the City shall refund the Warranty Deposit to Subdivider upon expiration of the warranty period for the subject improvements. In the event of any default following delivery of written notice to Subdivider with respect to Subdivider's warranty obligations, the City may elect to draw upon the warranty deposit to cure, in whole or in part, any breach of warranty. e). Subdivider additionally warrants that all public improvements shall be delivered free and clear of any mechanic liens or other encumbrances. The City may require receipt of executed mechanic lien releases as a condition precedent to dedication of the public improvements. 11. Financial Assurance. If the Required Improvements are not completed within the 36 of 104 C� Entrada at Moab MPD Phase 1-7 SIA Page 6 of 12 one hundred eighty (180) day deadline specified in this Agreement, or if Subdivider desires to record a final plat in advance of the completion of the Required Improvements, the Subdivider may, subject to approval by the City, deliver a Financial Assurance, in a form acceptable to the City for the use and benefit of City and to secure the completion of the Required Improvements. The Financial Assurance shall be in the form of a performance/payment bond, escrow account, letter of credit or other financial instrument approved by the City Attorney in an amount which is not less than one hundred forty percent (140%) of the construction cost, as reviewed and approved by the City Engineer in writing, of the remaining improvements which are not completed. If a Financial Assurance is approved according to this Section 11, Subdivider shall have up to one hundred eighty (180) additional days from the Effective Date of this Agreement or, with respect to Phases Four through Seven, the date of final approval of the applicable phase, in which to complete the Required Improvements. The parties agree that, with respect to Phase One through Three improvements, Subdivider may elect to deliver a Financial Assurance to secure completion of any of the Required Improvements. 12. Cease and Desist Notice. If the Required Improvements have not been completed within the time provided in this Agreement or, in lieu of same, a Financial Assurance approved pursuant to Section 11, above, then the City may issue an immediate cease and desist order to Subdivider and all work shall be discontinued until such time as an acceptable Financial Assurance has been established. If Subdivider fails to take timely steps to deliver an acceptable Financial Assurance or complete the Required Improvements, then the City may record in the land records an Affidavit of Lapse of Plat/Plan and invoke such other remedies as may be available under this Agreement or at law. 13. Partial Releases of Financial Assurance. Upon partial completion of any class of improvements within the Required Improvements Subdivider may request a partial release of the Financial Assurance. The amount of the release shall be equal to the agreed cost of the completed improvements, as determined by the City Engineer. Partial releases shall not be made for partial completion of a class of improvements. a). In order for Subdivider to receive such partial release, the following shall be presented to City: i. A completed Escrow/Financial Assurance Partial Release Form supplied by City and signed by a professional engineer serving as agent for Subdivider; ii. Copies of all quality assurance test results/inspection reports required for the completed improvements; iii. Copies of all weight/quantity tickets for materials incorporated in the work for all items that were estimated on the basis of weight/quantity; and iv. Copies of all invoices or receipts for materials delivered to the site and incorporated in to the work for which a partial release is being requested. GL 37 of 104 Entrada at Moab MPD Phase 1-7 SIA Page 7 of 12 b). The partial release request shall be reviewed for completeness and accuracy by City Public Works Director and/or City Engineer. The City may adjust the amount of the request if field inspection shows that quantities are not accurate, or all items of work have not been completed in accordance with the approved Construction Plans. c). City shall process a release request promptly following receipt of a complete application. 14. Final Release of Financial Assurance. If applicable, upon completion of all Required Improvements in accordance with the approved Construction Plans, Subdivider may request that the remainder of the Financial Assurance be released, provided that Subdivider delivers executed mechanic lien waivers/releases from all contractors who performed work on the project and all suppliers who supplied materials that were incorporated into the work, together with a written certification by Subdivider that all outstanding charges for the Required Improvements have been paid and that there are no other liens, encumbrances, or other restrictions affecting the improvements. 15. Use of Financial Assurance upon Default. Upon delivery of written notice to the Subdivider and expiration of any cure period, the City may then elect to draw upon the Financial Assurance as it deems necessary for the completion of improvements or cure of any default under this Agreement. 16. Zoning Compliance. Certificates of Occupancy for structures within the Property shall only be issued upon satisfactory completion and acceptance of all Required Improvements for the phase in which the structures are located, as provided in this Agreement. 17. Default, Remedies, Lapse of Plat/plan. All provisions of this Agreement are material and any violation is grounds for declaration of Default. Prior to invoking any remedies for Default under this Agreement the City shall deliver written notice to the Subdivider describing the act, event, or omission constituting a default, and allowing Subdivider a period of thirty (30) days in which to cure or abate the violation. Cure within that period reinstates this Agreement. a). Upon declaration of default the City may exercise any remedies for violation available under City ordinances or Utah statutes, including, without limitation: i) proceeding against the Financial Assurance; ii). withholding building permits, certificates of occupancy, or certificates of zoning compliance; iii) obtaining an injunction to halt or abate zoning violations or breaches of this Agreement; iv) recording an affidavit of a lapse of plat/plan, in whole or in part; v) commencing an action for damages —including damages for costs incurred in completing, repairing, or replacing Required Improvements or abating any violations; and/or vi) any other remedies available at law or equity, including the remedy of specific performance. The City may combine remedies in its discretion and pursue some or all at different times, as may fit the applicable breach. 38 of 104 Entrada at Moab MPD Phase 1-7 SIA Page 8 of 12 b). The recording of an affidavit of lapse of plat/plan by the City shall result in the lapse of all prior land use approvals and the voiding of the subdivision of lots within the real property specified in the affidavit. 18. Covenants and Recording. Subdivider shall provide a declaration of covenants, conditions, and restrictions (CC&R's) which are consistent with the terms of all development approvals for the Subdivision prior to the recording of the final plat for the first phase. The CC&R's are subject to review and approval by the City Attorney prior to any recording. a). This Agreement shall be recorded in the Grand County land records and constitutes an encumbrance against the subject Property. 19. General Provisions. This Agreement shall be binding on and inure to the benefit of the successors and assigns of the Subdivider in the ownership or development of all or any portion of the Property. Assignment of this Agreement shall require the mutual approval of the City and the proposed assignee, in writing. a). This Agreement is the product of mutual bargaining. All terms shall be construed in accordance with their plain meaning, regardless of the extent to which either party participated in the drafting. b). Failure of a party to exercise any right under this Agreement shall not be deemed a waiver of any such right, nor shall any course of dealing or previous action or inaction be deemed a waiver of any rights or claims arising with respect to later or subsequent breaches, acts or omissions. c). The term "Agreement" includes this improvements Agreement, all exhibits hereto, the Final Plat/Plan for the Subdivision, and any phases thereof, and all related design drawings, which documents shall constitute the sole and complete Agreement between the parties. The Agreement shall supersede all prior Agreements or representations, however evidenced. No modification to any of the terms of this Agreement shall be binding, unless reduced to writing and lawfully executed by both parties. d). The place of performance of this Agreement is Grand County, Utah. In the event of any legal dispute concerning the subjects of this Agreement, the parties agree that the exclusive venue shall be the Seventh Judicial District Court, Grand County, Utah. In any such proceedings arising under this Agreement, regardless of the denomination of the legal claims, the parties waive trial to a jury on all claims and agree that the action shall be decided by the court sitting without a jury. e). In any legal proceeding arising from this Agreement the substantially prevailing party shall be entitled to recover its reasonable attorney fees and court costs in addition to any other relief authorized herein. g)• This Agreement shall be governed by Utah law. This Agreement does not create any third party beneficiary rights. It is 39 of 104 G Entrada at Moab MPD - Phase 1-7 SIA Page 9 of 12 specifically understood by the parties that; i. the Project is a private development; ii. the City of Moab has no interest in, responsibilities for, or duty to third parties concerning any improvements to the Property, - unless/until the City accepts dedication of public improvements pursuant to this Agreement; and iii. except as otherwise provided herein, Subdivider shall have full power and exclusive control of the Property. h). The provisions of this Agreement are severable, and if any portion should be held to be invalid or unenforceable, then the remainder of this Agreement shall be construed to be in full force without reference to the invalid provision. i). In the event of any legal dispute arising from this Agreement neither party shall be liable to the other for consequential damages, lost profits, or delay related damages of any kind. j). All notices under this Agreement shall be given in writing by first class or certified mail, postage prepaid, or by hand delivery or delivery by a reputable courier, and sent to the following addresses: To the City of Moab: City of Moab 2.17 East Center Street Moab, Utah 84532 Attn: City Manager To Subdivider: Chad Clifford Snow Hound Moab, L LC 10266 Oak Creek Lane Highland, UT 84003 Phone: 760-845-9758 Email: cc@msdland.com k). Notice may be delivered to such other parties or addresses as the parties may designate in writing from time to time. A notice sent by mail shall be deemed delivered no later than three (3) days from the date that it is mailed. 1). Nothing in this Agreement shall be deemed to waive any governmental or other immunity to which the City is entitled under law. 20. Indemnity. Subdivider shall indemnify and hold the City harmless with respect to any third party claims, including claims for property damage, injury, or death, and any 40 of 104 G( Entrada at Moab MPD Phase 1-7 SIA Page 10 of 12 demands, liabilities, causes of action, costs, or damages, including reasonable attorney's fees, that may arise from any act or omission of the Subdivider, its members, managers, employees, agents, or contractors in connection with the development of the Subdivision and/or the performance of this Agreement. 21. Future Legislative Power. Nothing in this Agreement shall be construed to impair or limit the future legislative power or zoning authority of the City. 22. Grading. All grading and soil disturbance undertaken in the development of the Subdivision shall be performed in conformity with Appendix J of the International Building Code (IBC) as adopted by the City. Subdivider shall obtain a grading permit as required and pay applicable permit fees. Subdivider shall employ best management practices to prevent or control erosion and/or pollutant discharge resulting from its construction activities. 23. Minor Plan Amendments. The City Planner shall have the authority to authorize in writing minor plan amendments as to the location or configuration of improvements or the like where such changes may become necessary because of unforeseen site conditions or design problems, provided that all such changes must be consistent with the overall intent and purpose of this Agreement. 24.. Effective Date. The effective date of this Agreement is the date when it is signed by all Parties and the Council has approved the final plan for Phases One through Three of the Subdivision. 25. Counterparts. This Agreement may be executed in separate original counterparts which, when combined, shall constitute the entire Agreement. Exhibits: A. Construction Plans B. Phasing Table C. Subdivision Improvement Schedule D. Access and Utility Easement 41 of 104 �G Entrada at Moab MPD Phase 1-7 SIA Page 11 of 12 IN WITNESS WHEREOF, this Agreement has been executed by the City of Moab, acting by and through the Moab City Council, which has duly authorized execution, and by Subdivider as of the date(s) specified below. Mayor David L. Sakrison ATTEST: Rachel Stenta City Recorder SUBDIVIDER: SNOW HOUND MOAB, LLC Chad Clifford, Its Mana: Date d0 STATE OFCh0°� ) IAQ,SX )ss. COUNTY OF 16H, ) A Date Zo/‹ 7-1-►5-I5 Date -g-1� The foregoing agre ment was executed before me by Crc6 CY ApC, this Sign day of NCI , 2015. Witness my hand and official seal. My commission expires: • CHERYL A. STAHLY NOTARY PUBLIC STATE OF COLORADO NOTARY ID #20074018624 MY Commission Expires August 6, 2016 Notary Public,tate ofig.tel+Cpka`0. 0 Address: 42 of 104 (Entrada at Moab Phasing Table) Phase Development Included in Phase One 4 Townhomes for residential ownership and the use of short term and long term rentals Two 8 Townhomes for residential ownership and the use of short term and long term rentals Three 8 Townhomes for residential ownership and the use of short term and long term rentals Four 8 Townhomes for residential ownership and the use of short team and long term rentals, Pool , Clubhouse, andpedestrian amenities Five 6 Townhomes for residential ownership and the use of short term and long term rentals Six 7 Townhomes for residential ownership and the use of short term and long term rentals Seven 4 Townhomes for residential ownership and the use of short term and long term rentals Page 14 of28 W 43 of 104 EXHIBIT B (Subdivision Improvements Schedule) General. The Entrada at Moab Project is being developed in seven Phases. The required Subdivision Improvements for the Project will consist of certain crosite and offsite infrastructure improvements. The Subdivision Improvements will likewise consist of seven separate phases ("Subdivision Improvement Phases") and will be tied to the development of the seven Phases for the Project. The Phases of development for the Project and the associated Subdivision Improvements for the Subdivision Improvement Phases are summarized below. Phase One Phase One Development. Phase One of the Project will consist of the following development components: Four Townhome Dwellings. Four two-story townhomes approximately 2000 square feet in size will be constructed for sale to residents for full time occupancy and to others for short-term as well as long-term rentals. Subdivision Improvement Phase - Phase One. The Subdivision Improvement Phase - Phase One will include the following: 1. Internal Subdivision Roads. The main accesses to the Project from 400 North Street will be constructed as well as all internal streets (470 North, 600 West, and 650 West. Curb and gutter and the street surface of the interior streets are included in this phase with the sidewalks being constructed prior to issuance of a Certificate of Occupancy. 2. 400 West Frontage. The sidewalk and access into the Club house parking area that is adjacent to 400 North will be required to be constructed in Phase One. The required sidewalk is 12 feet in width and shall be constructed in a manner consistent with the Moab Construction Standards. 3. Parldng. The developed parking in this phase will be limited to those spaces required for the units and the extra parking being provided by the developer for the units. 4. Stormwater Management. The proposed stormwater detention area is required to be constructed for Phase One. In addition, a storm drain that is located beneath the sidewalk and parallel to 400 North Street will be inspected by city staff for deficiencies and replaced. 5. Water System. Connections to the City Water System will be made by the City and a necessary increase in the size of the 400 North water line for this development, shall be completed from 500 West to the development. The City has negotiated additional easements from the adjacent Orchard Villa development to extend a water connection to other supply lines in the area. The developer shall extend water lines to the boundary lines for connection to these existing supply lines. The eastern extension shall be directed approximately 140 feet to the south to tie into an existing line and the plans need to be amended to reflect this change. These connections will improve the water system for the adjacent properties as well as the Entrada at Moab development and provide greater flow capability for fire protection. The water lines shall be extended throughout the development with Phase One as proposed by the developer. Page I5 of 28 44 of 104 Z,t/ EXHIBIT C 6. Sanitary Sewer System. Connections to the City Sanitary Sewer System will be made and collection lines will be installed to serve the entire Project as proposed by the developer. 7. Shallow Utilities. Electric, natural gas, cable television and telephone lines will be extended with the construction of the water, sewer, curb, gutter, and sidewalk within easements and rights -of -way to serve Entrada at Moab, including each of the lots and development parcels included in Phase One. 7. Landscaping. A small amount of the required perimeter landscaping is located between the extension of 650 West and the project boundary line. This shall be in place prior to issuance of a Certificate of Occupancy for any structure constructed in this phase, Phase Two Phase Two Development. Phase Two of the Project will consist of the following development components: Residential Units. Four Townhome Dwellings. Four two-story townhomes approximately 2000 square feet in size will be constricted for sale to residents for full time occupancy and to others for short-term as well as long-term rentals. Subdivision Improvement Phase - Phase Two. The Subdivision Improvement Phase - Phase Two will include the following: 1. internal Subdivision Roads. Street surface, curb and gutter will be completed with Phase One. Sidewalks will be constructed prior to issuance of a Certificate of Occupancy for any structures in Phase Two. 2. Parking. The construction of parking in this phase will include those spaces required for the units and the extra parking being provided by the developer for the units. In addition, an overflow parking area consisting of 11 spaces will be constructed during this phase. 3. Stormwater Management. Appropriate grading and construction of improvements shall direct the stormwater into the required detention area at the north end of the Phase. 4. Water System. The water distribution system will be extended to each townhome lot included in Phase Two during construction of Phase One. 5. Sanitary Sewer System. Sanitary sewer service for this phase will be completed during the constructed of Phase One. The sanitary sewer system will be extended to each lot in Phase Two. 6. Shallow Utilities. Shallow utilities will be extended to serve each lot or parcel included in Phase Two. 7. Landscaping. Perimeter landscaping is required after construction of the units in Phase Two are complete. This shall be in place prior to issuance of a Certificate of Occupancy for any structure constructed in this phase; Page 16 of 28 45 of 104 Phase Three Phase Three Development. Phase Three of the Project will consist of the following development components: Residential Units Eight two-story townhomes approximately 2000 square feet in size will be constructed for sale to residents for full time occupancy and to others for short-term and long-term rentals. Subdivision Improvement Phase - Phase Three. The Subdivision Improvement Phase - Phase Three will include the following: 1. Internal Subdivision Roads. Curb, gutter, and street surfaces will be constructed in Phase One. Sidewalks will be constructed prior to issuance of a Certificate of Occupancy for any structures in Phase Three. 2. Parking. The developed parking in this phase will be those spaces required for the units and the extra parking being provided for the units by the developer. 3. Stormwater Management. Appropriate grading and construction of improvements shall direct the stormwater into the required detention area at the north end of the Phase. 4. Water System. The water distribution system will be extended to each lot included in Phase Three during construction of Phase one. 5. Sanitary Sewer System. The sanitary sewer system will be extended to each lot included in Phase Three during construction of Phase One. 6. Shallow Utilities. Shallow utilities will be extended to serve each lot or parcel included in Phase Three. 7. Landscaping. Perimeter landscaping is required after construction of the units in Phase Three are complete. This shall be in place prior to issuance of a Certificate of Occupancy for any structure constructed in this phase. Phase Four Phase Four Development. Phase Four of the Proj ect will consist of the following development . components: Residential Units. Eight two-story townhomes approximately 2000 square feet in size will be constructed for sale to residents for full time occupancy and to others for short-term as well as long-term rentals. Amenities. A Pool and an associated Clubhouse will be constructed during this phase. A majority of the pedestrian amenities will also be included. Subdivision Improvement Phase - Phase Four. The Subdivision Improvement Phase - Phase Four will include the following: Page 17 of28 46 of 104 �v 1. Internal Subdivision Roads. Curbs, gutter and street surfacing will be constructed during Phase One. The sidewalks shall be constructed after completion of the structures in the phase but prior to issuance of a Certificate of Occupancy. 2. Parldng. The parldng in this phase will be developed for those spaces required for the units and the extra parking being provided by the developer for the units. An additional 7 space parking area between 400 North and the clubhouse will also be constructed 3. Stormwater Management. Appropriate grading and construction of improvements shall direct the stormwater into the required detention area at the north end of the Phase as well as into the two detention areas located in Phases One and Six. 4. Water System. The water distribution system will be extended to each lot and development parcel included in Phase Four during construction of Phase One. 5. Sanitary Sewer System. The sanitary sewer system will be extended to each lot and development parcel included in Phase Four during construction of Phase One. 6. Shallow Utilities. Shallow utilities will be extended to serve each lot or parcel included in Phase Four. 7. Landscaping. Perimeter landscaping is required after construction of the units in Phase Four are complete. This shall be in place prior to issuance of a Certificate of Occupancy for any structure constructed in this phase. Phase Five Phase Five Development. Phase Five of the Project will consist of the following development components: Residential Units. Six two-story townhomes approximately 2000 square feet in size will be constructed for sale to residents for full time occupancy and to others for short-term as well as long-term rentals. Subdivision Improvement Phase - Phase Five. The Subdivision Improvement Phase - Phase Five will include the following: 1. Internal Subdivision Roads. Curbs, gutter and street surfacing will be constructed during Phase One. The sidewalks shall be constructed after completion of the structures in the phase but prior to issuance of a Certificate of Occupancy for any structures in the phase. 2. Parking. The developed parking in this phase will be those spaces required for the 6 townhome units and the extra parking being provided by the developer for the units. 3. Management. Appropriate grading and construction of improvements shall direct the stormwater into the required detention areas located at the north and west edges of the Phase. 4. Water System. The water distribution system will be extended to each lot included in Phase Five during construction of Phase One. 5. Sanitary Sewer System. The sanitary sewer system will be extended to each lot included in Phase Five during construction of Phase One. Page 18 of28 47 of 104 G v 6. Shallow Utilities Shallow utilities will be extended to serve each lot included in Phase Five. 7. Landscaping. Perimeter landscaping is required after construction of the units in Phase Five are complete. This shall be in place prior to issuance of a Certificate of Occupancy for any stricture constructed in this phase, Phase Six Phase Six Development. Phase Six of the Project will consist of the following development components: Residential Units. Seven two-story townhomes approximately 2000 square feet in size will be constructed for sale to residents for full time occupancy and to others for short-term as well as long-term rentals. Subdivision Improvement Phase - Phase Six. The.Subdivision Improvement Phase - Phase Six will include the following: I. Internal Subdivision Roads. Curbs, gutter and street surfacing will be constructed during Phase One. The sidewalks shall be constructed after completion of the structures in the phase but prior to issuance of a Certificate of Occupancy for any structures in the phase. 2. Parking. The developed parking in this phase will be those spaces required for the seven townhome units and the extra parking being provided by the developer for the units' 3. Stormwater Management. Appropriate grading and construction of improvements shall direct the stormwater into the street and to the required detention area adjacent to 400 North Street. 4. Two culverts will be required along with shallow swales to convey stormwater runoff. Two concrete cross -pans will be constructed to convey stormwater runoff across the surface of Lionsback Drive. 5. Water System. The water distribution system will be extended to each lot included in Phase Six. 6. Sanitary Sewer System. The sanitary sewer system will be extended to each lot included in Phase Six. 7. Shallow Utilities. Shallow utilities will be extended to serve each lot included in Phase Six. Phase Seven Phase Seven Development. Phase Seven of the Project will consist of the following development components: Residential Units. Four two-story townhomes approximately 2000 square feet in size will be constructed for sale to residents for full time occupancy and to others for short-term as well as long-term rentals. Subdivision Improvement Phase - Phase Seven The Subdivision Improvement Phase - Phase Seven will include the following: Page 19 of 28 48 of 104 W 1. Internal Subdivision Roads. Curbs, gutter and street surfacing will be constructed during Phase One. The sidewalks shall be constructed after completion of the structures in the phase but prior to issuance of a Certificate of Occupancy for any structures in the phase. 2. Parking. The developed parking in this phase will be those spaces required for the 4 townhome units and the extra parking being provided by the developer for the =ruts. 3. Stormwater Management. Appropriate grading and construction of improvements shall direct the stormwater into the required detention area located at east edge of the Phase. 4. Water System. The water distribution system will be extended to each lot included in Phase Seven during construction of Phase One. 5. Sanitary Sewer System. The sanitary sewer system will be extended to each lot included in Phase Seven during construction of Phase One. 6. Shallow Utilities. Shallow utilities will be extended to serve each lot included in Phase Seven. 7. Landscaping. Perimeter landscaping is required after construction of the units in Phase Seven are complete. This shall be in place prior to issuance of a Certificate of Occupancy for any structure constructed in this phase, Page 20 of 28 49 of 104 Cc' li 1,7 wt. L005ADOs * as is.- = l 1— VICINITY MAP .rn .0.615° ENTRADA AT MOAB Mar — • -.. . _ GENFifailliaS ' NOTICE %, ":.•""t " PREPARED FOR: VERITAS, LOCATED IN: MOAB, UTAH SITE MAP ENGINEERS NOTES TO C...ONTRA..„:CT0L....,:„Ittal " "12 laic Er: ""itriMarg:Forfii.= alv:"::€17th:+1"1,"Si iavtirsvi.:714. Y.` aimi==imurfsreni===sirranc.'cria' " vcvon4====aysFai=====rmi CONTACTS FaRilu" Ania=nah A Sheet List Table Sheet Number Sheet Tide CI Cover C2 Preliminary Plat C3 C4 C5 C6 . Features and Open Space Plan Silva Sign, and Lighting Plan Grading and Dmiaage Plan Detention Plan C7 Udlity Pisa CS Moans Plan C9 Demolition Plan PP I 6S0 West Plan and Profile PP2 600 West Plan and Profila PP3 470 Nardi Plan and Profile DI City Details D2 City Details D3 Additional Details FPI Final Plat Name I FP2 Final Plat Phase 2 • FP3 Final Plat Phase 3 of-/ 50 of 104 ENTRADA AT MOAB rj BOUND ARY DESCRIPTION PRELIMINARY PLAT aL]� Malma. *Aufa.`w., a�yaaayA" A RESIDENTIAL PLANNED COMMUNITY LOCATED wnc la Asr Ana,■H■Au• IN THE $E I/J OF SECTION 75 ..la. ers.m. Iy mr�.c� wr OMm�m ll�e••=e•w.milr0i.� T25S. R21. SLR&M \ l rs.etap.. s RQ ` MOAB• UTAH c.....1.-v I n..._.�w... HALF. -••__•_----- ..t 7_7, ._ • _. __.. ._ AVENUE _ _ JI ._.._.__ LL'-i _-1'.. 7• FLr1 ��-. ]r� I I�I�� L. 1,JY ib I IIYATIDN I� *. VICINny MAP a•+.nRCOIM• )0 NORTH J 2:3 �d06'r-'IQII JW r` NORTH r. .k 1--... T-� ..fir ,� �1 , , I.FGFND _ _ 0 - s.s wiled VS. R 9 ■rr- �li�. I t PRELIMINARY PLAT GRAPHIC SCALE r'• ... C2 i 51 of 104 JbN1..0Ms GIVAN1'C30N11). .Sr' 0AM veld aosdS vadp puu Sa.misad In grow , µ Zw2 4N1 Q om { = MOM a pps h6tl pOli:9ssilil9 a • ��II III; :II ,;1...:..... � III.:; J!i t. • 1 e A 1 :17 d 4 R :I e I ISINAR09 i f A� �5R @@ " h�- s L �E p �e i �1' 0p I Qp !ILA I ' h �61101 5� 2.. 4 �g �E �B F. StIN3AV rn»� 1zna ��I����GINUwmIIwONA �Sl 1 uum 2uuti2n puu `112?S i n Vow VOW Epruug � i llhfi ggh lhig gt hi al��i�� limgoi:iggtgigg a gi u .1:1:., ,,.:...._ ��d 1'11, is PirNaL":•••••• . .• .1,11•P.• If h - k, _ ' H I A TC•WNIR.N11::, Ea-V-24 EARTHWORK CALCULATION c nEr twnv AS cce Ltr",...cr LEGEND r • .. SINAN 1101 NOTE ^ Mu ti TZTA:t:** er • r: FENA MOO : NOTES RAGING NOTES DRANZEick7r6""'"' r^t " • GRAPHICSCALE ‘u GRADING AND DRAINAGE PLAN y C5 54 of 104 I i1u 11 I I 4 1 0 �z 0 !a 9 DITO LAaAY(li ary 0,41.1 110Na °sn Mid UORUNOG L(1'geoW cipow rPvilug i; ,111,111 i I ,! lit 1 !r V li i ! ! 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ALLOMILII ROM - RR 9� Mn Pepsq 00,1 Prt w3 TIDEFLEX CHECKMATE VALVE (DOWNSTREAM CLAMP) —x Entrada at Moab 7 0 f 11 �I a� II it [ s I I I) I 5 I " �r 650 WEST PLAN ANI) PROFILE f -- PPI G(/ 59 of 104 Itentl110171.1•01.171.11...1•1 1116050•1 EMI 711'././01115 ENV OH11110140613 °Sfl amoid puu ueld isam 009 %pow (pow Epuiwg •••• *NM •••-c vgva, LON !I Li. 2 !Hi 600 WEST PLAN X t. ' ' 44 n. 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LLC WOMILTX ��imoe• y _ _ _TL_ ENTRADA AT MOAB PHASE 2 TOWNHOME SUBDIVISION LOCATED IN THE SE} OF SECTION 35, T25S, R21 E, SLB&M MOAB, GRAND COUNTY, UTAH VOTES +ro N6R1H" m�M GRAPHIC SCALE SURVEYORS CERTIFICATE -Y DESCRIPTION r • • OWNERS DEDICATION .m. naem ENTRADA AT MAD .nmm,xwwv.v MASS 3 TOWNHOME SIDDIVISION LIMITED LIABILITY ACKNOWLEDGMENT `.,e uw:tx ENTRADA AT MOAB PHASE: TOWNHOME SUBDMSION w w.wwcal=u. Mesa van/ OO<K wRRp IrF[v.'yL pp y.WSURRSTy& NCyRCOT PMAVIS p`ewwlx[n0'nnu6T.' ".." tammingsmot S Rom! com 66 of 104 i a IocnnoN ��Ia i V VICMrtY MAP LEGEND sIO°lrmer. MIAMI Wit A� J ENGINE UHI.K,AV05U,,,T G, 1.7 skN —-r5T1P'weas.P,.n.0 ENTRADA AT MOAB PHASE 3 TOWNHOME SUBDIVISION LOCATED IN THE SE} OF SECTION 35, T25S, R2I E, SLB&M MOAB, GRAND COUNTY, UTAH NOTES . 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Igg "...Plroot‘so comes '"" Gamer• 05.001 AM. eralolegum cal.n, Poppy EXHIBIT SketOCE• ONO mi. waysnosso ODFCIDCOCS TREE PLANTING DETAIL n SHRI'D PLANTING DETAIL. O�'L•RnREFN PLANTING DETAIL LANDSCAPE PERCEN TALES. Formal Planter Beds 23,519 s.f 45% Open Space / Native Seed 24,994 41. 48% Rock rauicn 3,635 s.l. 72 rws 4.Bc a wMnh n (PM nx. m ypr Caner OP p.•1C0t. Wir+our Ir.= /WM .arr•SSin raa. ran. e.c G0 69 of 104 r � I � � n `c���. .�._ 5 fr.�A AT J j mm TR' I . (� �..�_......_.�._yRnr J I r.,,,-ir + I 1 —�� — — _ _ 1 \- L . - - - - -- -- 1-- ; - — ---)---f r- inT I�� �. >��_ 1 --- -- \ — �r i 7� I O ® • :2 .. , - ? (:UM ill Nl Sli $ R 4ti,--- � 1Vl _ I A -�i - a I 6 I' .- --� - _ SCALE: 1" = 20.-0"!-� „ _ _ ., �, »•� \` I J � — 400 NORTH `.-- _._... .. _ _,.... _ �.. _-..-...-.. _ _-._...-_ - _ _ __ v.._. _... _. C� 70 of 104 SMBO DESORPTION IRRIGATION LEGEND REMARKS Kul' n COW<CTIMI - -1 1" NMCATCN sme Ns MISSAL CON+ACTH Ste WL.. avows 07f8 MI a.00 o. v.L.c GAN awe) .I Rumps.. fKICGM (ow./ sacouLt w PK u IMF fast As xo d Au.l romfC w wn IM[ (Limns oR(AWII Nnrtol LSS� Cu55 200 SAHA (art to M A 1MV M SOU T F 0.801 M NE 1,401,) Cost ONAIL N/CwaCrt A ASINALT 11 CAW. CdMM NM (SOB S^FEA. SANO. STANBI xdrt Wm host. IRRIGATION NOTES 1) LANDSCAPE CONTRACTOR (LC.) SHALL PRONDE AND INSTALL SLEEVES FOR ALL APES AND LAMES UNDER PAWPAW' AND SIDEWALKS. SEARS SHALL BE I SUES LARGER THAN PIPE INSOE. ALL WRING LARDER HARDSCMWG SHALL BE IN SEPERATE SLEEVES (NOT SHOMN). I) INN LINES SHALL BE 18• DEEP MN AND LAEENAL LINES IV DEEP INN NO ROCK SHALL BE ALLOYED IN TRENCHES. O) NL N. UNES AND LATERALS SHNL BE SCH. KO PVC. A) PROVIDE AN AS-BALT. RETMODUDBLE DRAIANG TO OWNER SHOWNG ALL DRAINS. HEADS. VALVES, PAD APES. PROVIDE NSTRUCTIfNS TO NNEENARCE PERSONNEL FOR MNTEMEATION. SYSTEM SHALL BE BLOM1 OUT NTH. AN AIR COLPRESSOR EACH FALL THROUDN ONCK COUPLER VALVES. 5) PUCE PIPES. VALVE BOXES. AND ALL OTHER SPR.NKLER CONSTRUCTION IN LANDSCAPE AREAS ALL PIPES SHALL BE ON PROPERTY Cf OWNER. VALVE BOIaeS N PLANTER AREAS SHALL BE TAN OR BROWN IN COLOR. VALVE BOXES SHALL BE CAPABLE OF 8FN'0 BOLTED CLOSED AFTER NSTALLAIION. 8) LC. SHALL HAVE NL UPUDES STARED BEFORE MONO. ANT DAMAGE TO THE UTILITIES SHALL BE REPNRED AT THE EXPENSE OF THE LC. NTH NO EXTRA COST TO THE OWNER. X) MAIN LINE SHALL BE 1-1/i (UNLESS OTHERNSE NOTED). LATERAL LINES SHALL BE NO SMALLER THAN 0/4'. MAINLINE ANO LATERAL UNE LAYOUT IS SCHEMATIC. AO.AIST LOCATION or MAINLINE AND LATERAL LINES AS NECESSARY IN ORDER TO AVOID PUNTING TREES. SHRUBS AND/OR PLACING BOULDERS DIRECTLY OVER POPES. PIPES SHALL. CARRY NO MOPE THAN DIE TOLL... 8/4. PIPE NAX. 8 GPM 1- PIPE MAX. 13 GPM -1/9- PIPE MAX. 23 OSAI -1/I• PIPE MAX. 10 N 8) LVST C9 LL vALNE BOXES II- MIS. FROM W.LLKS AND WALLS SQUARED NTH NE WALK. 9) LC SHALL ONLY USE COMHAFROAL GRADE RNNBIRD PRODUCTS OR EOUAL LC IS RESPONSBLE FOR ENSURING ACCURATE COUNTS AND QIANTTIES CF NL IRRIGATION MATEMNS FOR BIDDING AND INSTALLATION PURPOSES. IC) LC SHALL PRESSURE EST MAIN AND VNRES AT 100 PS REFGRE GUMAL II) ALL WORN SSHNL ANE. BE INACM:MANCE NTH APPLICABLE CITY .WO/OHM CCUR, COOEE ME LC. SHALL APPLY FCR All PONIES AND PAY FOR THE12) ACTUAL INSTALLADON ON PURGATION SYSTEM MAY VARY SCNEW.HAT FROAN PLANS CONTRACTOR IS RESPONSBLE TO MANE NECESSARY AMUSEMENTS AS HEEDED tG ENSURE PROPER COVERACE OF ALL LAU:DSC.FED AREAS. CONTRACTOR TO AMUSE HEADS TO PREVENT OVERSPRAY .TO SDEWALKS, PAINING LOTS ETC. 13) POWER (0 CONTROLLER TO BE PROMOTED OR OYMER WRIER TO SPECf, Ex ACT LOCATONN OF CONrt+GLLER. •+; CONTRACTOR IS P.ESPCNSBLE TO ENSURE SIS'EN DRAIS PROPERLY INSTALL MANUAL ORNNS AS NECECSARY. :5) NSTAL RNNBIRD OUCH COUPLERS PER PLAN. 18) RAIN SENSOR DENCE TO BE NSTNLED Ai IM NEAR CONTROLLER PER MANUFACTURER'S RECOMNENDATOVS. 17) STATIC PRESSURE AT PONT 6 CONNECTION IS UNKNOWN. CONTRACTOR SHALL FIELD YENFY EXACT STATIC PRESSURE PRIOR TO INSTALLNG IRRIGATION SYSTEM. PRESSURE REDUCER TO SE INSTALLED IF STATIC PRESSURE EXCEEDS 100 PS AT PONT OF CONNECTION. 18) 1-1/I- IRRIGATION STUB AND STOP AND WASTE vNVE a1ALL BE VNSTAUED BY GENERAL CONTRACTOR. 1-1/I- BACKFLOW PREVENTER TO BE MSTNLEO BY LANDSCAPE CONDUCTOR 19) NO BLUE GLUE NLOMED FOR ANY PVC WELD CONNECTONS. CONNECTIONS TO BE GLUED 'PATH GRAY CEMENT ANO PURPLE PRIMER PER ANUFACNRES SPECS. ICI) IRRIGATION CONTROL WAE SHALL BE AS F0.10w. V.HIE WIRE FOR CC... RED VMRE FOR HOT AND BLUE NNW FOR SPARC W.RE PRON. ONE (1) SPARE NRE FLEW EVERY (7 REMOTE CONMCL VALVES IN THE IRRIGATION SYSTEM. SPARE W.RE SMALL 8c AVNLABLE Ai Ill VALVES. SPARE VASE SHALL BE •HONE PUN' TO THE IRRIGATION CONTROLLER. ALL CONTROL MRE SHALL BE SOUD COPPER IA GAUGE SINGLE SDAND WIRE PUMNo IS-ARoOLN Y WO.. x to .Cora AdAmvY W ma fewest LWTTPI IVNsto vqT IA[n. Nc VALVE ID TAG CONTROLLER NUMBER. vNvE nUIIBEA IKVE 93 GALLONS PFA AME AOQUICK COUPLING VALVE SCNENTS 71 of 104 (SPE atoll LOP. POPP COAPPESSM AMP acnAc (SEE CET.) SPALANT (2 N. as) mL TO a rrx OP n (OFF Of0,1 OBACKFLOW PREVENTER SCALE NTS lM,,O: .. PM MO wX_,,,-N.-OP. DR .w a °�A..0 0 PC L uwA�v.0. s) n[ n-mo ✓wn..co[.1 DRIP CONTROL ZONE KIT SCALENTS ORMPODr FOPEST ru (tin m eH)M C \CAGED ENCLOSURE SCALENTS A.W.. -00 [m ,.-Na II.wMMIMICHE 110.N 0010 DRO -sm.a Lsrx o.rror aGLIDI ICP Pr km. w.rlriorarA1'..ILw AUTOMATIC IRRIGATION CONTROLLER in A STAINLESS STEEL CABINET THREADED CONNECTOR TO BOTTON Of CONTROLLER METAL ELECTRICAL JUNCTION BOX BY OTHERS ] I/2' RID STEEL CONOLIIr LOCATED NEXT TO WALL (ONE FOR EACH CONTROLLER) BLMOING WALL BUILDING ROOK ALK BNI• GR z Z. T° STEEL T.". SWEER ELBOW. 12' RAOIUS lux. CONTROLLER DETAIL \ Ew TAY.tir RPM r.LW bX °iW sR.E .w rlo ��..m. =rR R' gracmtre _.rf„�E6T w.Fb.Aml 1. rif0,n- c MAMMY m.tclw DRIC , SCALENTS FMITTFR L%G_ND W. POW•m Alas �,a.A�X SCHFMATI(' FMI TTCR LAYOUT MUM COMMAMP oPPMC MP n ua ao 0. awMT rw.T w. rr. mr ��� rM. .:«, 4i- X DRIP IRRIGATION NOTES n usw SYS . .3 USE 5 • J.w.L11.10 0..Iw44 ro =MRS 0..o®r. n •error .i': 4.02r.1.110 Em Of.o� L. ON UN sc_ an ss. w. 0.0 NW O •M (I) CUM YS. NV DI MUMMY OM TO MISM. SM. PC•011,00. LAMP. COM Ne SOEN.us CO OP. N..INAS m n no: rm." ms ..L 900..err 011120 . w. ANDSCAPE XERI-TUBE DETAIL SCALENTS N.[ E..avc n AM.Ury err wart P.P. ow wr ter a .oWomrz NTwH [men w^o..w.sfa now tAXn. we 72 of 104 Ent 508824 NI; B19 P 112- It3 Date: I4-MAY--2015 T:15: 49f.11 Fee: None Filed B ^ OKW JOIN ALAN CORTES l P"order GRAND COUNTY CORPORATION For: CITY OF !"TOAD ACCESS AND UTILITY EASEMENT For good and valuable consideration, receipt of which is acknowledged, Snowhound Moab, LLC, a Utah limited liability company (Grantor), hereby grants and coveys an easement to the City of Moab, a Utah municipality(Grantee), as follows: 1. Grantor conveys to Grantee a non-exclusive easement for ingress/egress, construction, maintenance, and improvement of underground municipal culinary water and sewer pipelines, over and across the real property in the County of Grand, State of Utah, as described in the legal description prepared by Focus Engineering & Surveying, LLC, June 17, 2014, as described in Exhibit A, attached (the Easement). 2. The Easement shall be binding upon the Grantor, its successors, and assigns, and it shall burden the subject real property in perpetuity, unless abandoned by Grantee in writing. 3. Grantee shall substantially restore the surface of the Easement to the condition existing prior to disturbance following all construction and maintenance activities. Any structures or improvements which may be placed within the Easement by Grantor or others may be subject to removal by Grantee. 4. Grantor shall not interfere with, obstruct, or deny access to Grantee for actions undertaken consistent with the purposes of this easement. 5. Grantor warrants that this is a valid and binding obligation, executed after having obtained all lawful authority. 6. This Easement is governed by Utah law. Venue for any dispute arising under this Easement shall be the Courts of Grand County, Utah. Conveyed as of the date of execution by Grantor, below. Snowhound Moab, LLC c By: �l ✓6( Chad Clifford, Manager ACKNOWLEDGMENT The foregoing Access and Utility Easement was executed before me this 1341 day of , 2015 by Snowhound Moab, LLC, by and through Chad Clifford, its manager. Witness my hand and official seal. My commission expires: CHERYL A. STAHLY NOTARY PUBLIC STATE OF COLORADO NOTARY ID #20074018624 My Commission Expires August 6, 20I6 Notary Pubic, State of igtakAob r GIs:AC) EXHIBIT D 73 of 104 S. ENGINEERING & SURVEYING, LLC LEGAL DESCRIPTION PREPARED FOR ENTRADA AT MOAB MOAB, UTAH (Revised: November 18, 2014) 502 West 836o South Sandy, UT 84o7o P (801) 352-oo75 F (8o1) 352-7989 PROPOSED ACCESS & UTILITY EASEMENT An access and utility easement located in a portion of the SE1/4 of Section 35, Township 25 South, Range 21 East, Salt Lake Base & Meridian, Moab City, Grand County, Utah, more particularly described as follows: Beginning at a point on the northerly line of 400 North Street as defined and described in Deed Book 469 Page 497 of the Official Records of Grand County located S89°54'00"W along the Section line 783.32 feet and North 40.48 feet from the Southeast Comer of Section 35, T25S, R21E, S.L.B.& M.; thence N89°50'00"W along said street 26.00 feet; thence North 107.91 feet; thence along the arc of a 187.00 foot radius curve to the left 32.43 feet through a central angle of 9°56' 15" (chord: N4°58'08"W 32.39 feet); thence N9°56' 15"W 2.59 feet; thence along the arc of a 213.00 foot radius curve to the right 36.94 feet through a central angle of 9°56' 15" (chord: N4°58'08"W 36.90 feet); thence North 77.59 feet; thence West 143.53 feet; thence North 26.00 feet; thence East 575.25 feet; thence South 166.93 feet; thence West 18.00 feet; thence North 140.93; thence West 84.06 feet; thence South 258.03 feet to the northerly line of said 400 North Street; thence N89°50'00"W along said street 26.00 feet; thence North 257.95 feet; thence West 277.66 feet; thence South 77.59 feet; thence along the arc of a 187.00 foot radius curve to the left 32.43 feet through a central angle of 9°56' 15" (chord: S4°58'08"E 32.39 feet); thence S9°56' 15"E 2.59 feet; thence along the arc of a 213.00 foot radius curve to the right 36.94 feet through a central angle of 9°56' 15" (chord: S4°58'08"E 36.90 feet); thence South 107.99 feet to the point of beginning. Contains: 30,897+/- s.f. 1 74 of 104 Ent 508824 Bk t?819 Pg 0113 / / AGENDA SUMMARY MOAB CITY COUNCIL MEETING November so, 2015 I Agenda Item #: 7-2 Title: Adoption of Resolution # 31-2015, approving the use of the "Grand County Design Criteria for Drainage Studies within Spanish Valley" for Development Applications within the City of Moab Fiscal Impact: none Staff Presenter(s): Phillip M. Bowman, P.E., City Engineer Department: Engineering Background/Summary: The "Moab City Design Standards and Public Improvement Specifications" (September 1999) are currently used by City staff and consulting engineers to provide design guidance for public and private infrastructure improvements required with proposed development within the City of Moab. In this document, drainage design standards are provided in Section 2 — Design Standards, Subsection 2.9 — Drainage System Plan. Since the development of these Design Standards over fifteen years ago many storm drainage design practices and requirements have been revised and improved, and these Design Standards for storm drainage improvements now need to be updated. The "Grand County Design Criteria for Drainage Studies within Spanish Valley" (December 2011) are the design guidelines developed by Grand County for public and private storm drainage infrastructure required with proposed development within the unincorporated county. The Spanish Valley area lies directly adjacent to the City of Moab, and shares the same hydrologic conditions found in the City. These design guidelines also address the hydraulic design requirements for all components of the storm drainage system. With relatively minor amendments as attached, the application of the design guidelines contained in the Grand County Design Criteria is also suitable for the design of all public and private storm drainage improvements located within the City of Moab. By approving the use of the Amended Grand County Design Criteria, the expectations for storm drainage design with all proposed development will be clarified and defined. Applicants and consulting engineers will have improved guidance for designing the public and private storm drainage infrastructure required, and the public storm drainage improvements accepted by the City will be sized and designed in a manner to minimize long-term maintenance costs. 1 75 of 104 Resolution #31-2015 A RESOLUTION APPROVING THE USE OF THE "GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY" FOR DEVELOMENT APPLICATIONS WITHIN THE CITY OF MOAB WHEREAS, the City of Moab (City) is the owner of public infrastructure, and is responsible for the design, construction, operation, and maintenance of storm drainage facilities; and WHEREAS, the City recognizes the need to adequately design and construct both public and private storm drainage facilities for all development activities located within the City; and WHEREAS, the City further recognizes that sound storm drainage design and construction is not confined to the incorporated City limits, and should be coordinated with adjacent jurisdictions where appropriate; and WHEREAS, the City Engineer has reviewed the "Grand County Design Criteria for Drainage Studies within Spanish Valley," and found these criteria to be applicable to the design of storm drainage facilities within the City with the Amendments attached thereto; NOW THEREFORE, we, the Governing Body of the City of Moab do hereby resolve to approve the use of the "Grand County Design Criteria for Drainage Studies within Spanish Valley" as Amended by the City Engineer and attached to this resolution, for the design and construction of public and private storm drainage facilities located within the City. Passed and adopted by action of the Governing Body of the City of Moab in open session this 10th day of November, 2015. SIGNED: David L. Sakrison, Mayor ATTEST: Rachel E. Stenta, Recorder 76 of 104 The Grand County Design Criteria document and the proposed Amendments as recommended by staff are attached for your review. Options: 1. Adopt Resolution # 31-2015, approving the use of the Amended Grand County Design Criteria as attached. 2. Direct staff to make additional changes and/or amendments to the Design Criteria, and adopt with a Resolution at a later meeting. 3. Other, as directed to staff. Staff Recommendation: Staff recommends adopting Resolution # 31-2015, approving the use of the Amended Grand County Design Criteria. Attachments: Resolution # 31-2015 Amendments to the "Grand County Design Criteria for Drainage Studies within Spanish Valley" Grand County Design Criteria for Drainage Studies within Spanish Valley, dated December 2011 77 of 104 CITY OF MOAB AMENDMENTS TO THE "GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES IN THE SPANISH VALLEY" (DECEMBER 2011) For the adoption and use of the "Grand County Design Criteria for Drainage Studies in the Spanish Valley," the City of Moab approves the following Amendments: 1. All references to "County Engineer" are to be replaced by "City Engineer" and shall refer to the staff position of City Engineer of the City of Moab. 2. All references to the "Spanish Valley Storm Drain Master Plan Update (2011)" are omitted, except in the specific case(s) where any proposed development is located directly adjacent to, upstream of, and/or downstream of areas within Unincorporated Grand County. In these cases, the inclusion of "regional" facilities referenced in the "Spanish Valley Storm Drain Master Plan Update (2011)" within the development area(s) inside the City of Moab will be reviewed and coordinated with Grand County, and the necessity of those facilities will be determined by the City Engineer. 3. All references to "post -developed discharge rate" from developed sites and/or detention ponds shall be modified as follows: "The allowable post -developed discharge rate for all development within the City of Moab shall be 0.2 cfs per acre." This reference applies to multiple pages and sections of the Design Criteria, and is intended to replace the two regions and two allowable discharge rates discussed in Section 2.3.2 of the Design Criteria. 4. The following requirements for a Preliminary Drainage Report and Final Drainage Report are included with this amendment: A Preliminary Drainage Report and Final Drainage Report are required for all new development and redevelopment, depending on the type of development application being made. The type of report required (Preliminary OR Final), and the number of report copies to be submitted will be determined at the pre -application meeting. Upon review of the application materials and drainage report submitted, one copy of the drainage report will be returned to the applicant or his representative with comments from the City Engineer The Preliminary Drainage Report shall contain general information regarding the proposed drainage facilities for the development. For instance, only identify that a channel or storm drain is proposed for conveyance, and not the size, slope, velocity or other more detailed information. Also, it is only required to identify the location and type of detention, and not the volumes or release rates; however, post -development flow rates shall be calculated and submitted with the preliminary report. 78 of 104 The Final Drainage Report shall provide all final design and details of proposed drainage facilities, including grading, erosion control, detention ponds, and water quality enhancement, and is to be submitted with construction plans. All Drainage Reports shall be prepared by a professional engineer registered in the State of Utah in accordance with the amended Design Criteria. All Drainage Reports shall contain the following statement of certification: I hereby certify that this (Preliminary or Final) Drainage Report for the design of (Name of Development) was prepared by me (or under my direct supervision) in accordance with the provisions of the Amended Design Criteria for Drainage Studies for the owners thereof. I understand that the City of Moab does not and will not assume liability for drainage facilities designed by others. (signature) Registered Professional Engineer State of Utah No. (Affix Seal) 5. A submittal checklist for Preliminary Drainage Reports and Final Drainage Reports will be developed, modified, and maintained by the City Engineer. The checklist will be available to all applicants and consulting engineers for use in the preparation of Drainage Reports. The checklist will be used to determine the sufficiency of all reports submitted, and will be reviewed at all pre - application meetings. Amendments 1 through 5 noted here are approved through the Adoption of Resolution #31-2015 by the Governing Body of the City of Moab on November 10, 2015. 79 of 104 80 of 104 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY DECEMBER 2011 Prepared for Grand County By Horrocks Engineers Grand County GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 TABLE OF CONTENTS 1 Introduction 1 1.1 General Information 1 2 Design Standards 2 2.1 Hydrologic Evaluation 2 2.1.1 Runoff Peak Rate of Discharge Calculation 2 2.1.2 Runoff Volume Calculation 3 2.1.3 Design Storms 3 2.1.4 Time of Concentration 4 2.2 Hydraulic Evaluation 5 2.3 Storage Criteria S 2.3.1 Parking Lot Ponding 5 2.3.2 Design Requirements 6 2.3.3 Storage Facilities: Maintenance and Repair 10 2.4 Streets and Curbs 10 2.4.1 Street Flooding Evaluation 11 2.4.2 Hydraulic Capacity 12 2.4.3 Maximum Velocity in Gutters 12 2.4.4 Estimating Runoff in Streets 12 2.4.5 Flow Across Intersections 13 2.5 Storm Water Inlets 13 2.5.1 Design of Inlets 13 2.6 Storm Drain Systems 14 2.6.1 Layout of the Storm Drain System 14 2.6.2 Storm Drain Location and Alignment 14 2.6.3 Hydraulics 14 2.6.4 Materials 15 2.6.5 Access Holes 15 2.7 Culverts 15 Ig9V#4 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 2.8 Open Channels 16 2.8.1 Control of Erosion 16 2.9 Other Design Considerations 16 2.9.1 Soil Erosion 16 2.9.2 Siltation and Sediment Control 17 2.9.3 Storm Water Runoff Pollution 18 2.9.4 Mosquito Control 19 2.10 Operation and Maintenance 19 REFERENCES 20 m& GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY FIGUREF December 2011 Figure 2-1: Spanish Valley Allowable Release Rate per Acre per Region 7 ABLES Table 2-1: Design Frequency 2 Table 2-2: Spanish Valley Average Precipitation Depth/Duration/Frequency. 4 Table 2-3: Spanish Valley Average Precipitation Intensity/Duration/Frequency 4 Table 2-4: Minimum Top Widths 10 Table 2-5: Allowable Spread Criteria for 10-year Storm Event 11 Table 2-6: Manning's n for Street and Pavement Gutters 12 Table 2-7: Access Hole Spacing 15 8gw-N4 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 1 INTRODUCTION ti GENERAL INFORMATION The Grand County Design Criteria for Drainage Studies Within Spanish Valley is a document by which the County can regulate all drainage studies and designs and ensure all drainage studies and designs are consistent with the methodology and recommendations outlined in the Spanish Valley Storm Drain Master Plan Update (2011). The criteria set forth in this document are not all inclusive of design criteria and design procedures that shall be used when performing drainage studies and designs. The current editions of the Hydraulic Engineering Circulars (HEC) and the Hydraulic Design Series (HDS) produced by the Federal Highway Administration of the U.S. Department of Transportation shall be used as reference and further guidance to appropriate analysis and design techniques and procedures but will not supersede any criteria outlined in this document. All drainage studies and designs must be approved by the County Engineer. This document does not cover drainage details and construction specifications. APWA standard details and specifications apply. 8 V1D4 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 nESIGN STANDARDS The following Design Standards apply to the design of all storm water management improvements whether public or private, whether within new development or drainage from off -site, whether above or below drainage outfall locations, whether within a 100-year flood plain or not, or within a natural channel or not. Drainage studies and designs for areas within the Spanish Valley must follow standards outlined in this document and any additional standards and criteria set forth by the current County Engineer. For the analysis and design standards and approach for items not discussed in this document, refer to the current editions of the Hydraulic Engineering Circulars (HEC) and the Hydraulic Design Series (HDS) produced by the Federal Highway Administration of the U.S. Department of Transportation or other materials approved by the current County Engineer. All hydrologic and hydraulic evaluation and design for a proposed development shall be performed in accordance with sound and accepted engineering practice. All drainage studies and designs must be reviewed and approved by the County Engineer and shall conform to the Spanish Valley Storm Drain Master Plan Update (2011). 2.1 HYDROLOGIC EVALUATION Watershed storm water management requires the determination of two runoff parameters: peak rate of discharge and volume. Both parameters shall be used in the comparison of pre -development and post -development conditions. Peak rate of discharge calculations shall be used to determine the configurations and sizes of pipes, channels, and other routing or flow control structures. Runoff volume calculations shall be used to determine the necessity for, and sizing of, detention and retention facilities. All components of the storm drainage system shall be sized based on the design frequency in Table 2-1. A more in depth description of the design frequency and all design criteria for each component of the storm drainage system is given later in the chapter. The size of the drainage area shall include on -site and off -site lands contributing to the design point. Table 2-1: Design Frequency Design Storm Facilities 10-yea r 100-yea r Inlets, laterals, minor trunk lines, and roadway spread Storage basins, culverts, major trunk lines, and major conveyance facilities 2.1.1 RUNOFF PEAK RATE OF DISCHARGE CALCULATION The peak rate of runoff for areas of up to 10 acres may be calculated by the Rational Method or one of its derivatives. The Rational Method shall be used with caution if the time of concentration exceeds 30 INV 3D4 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 minutes and shall never be used when the time of concentration exceeds 1 hour. Computer software adaptations of the Rational Method calculations are acceptable provided that their data and graphic printout allow review and evaluation. The peak rate of runoff for all areas which do not use the Rational Method, or are greater than 10 acres, shall be calculated with the Natural Resources Conservation Service (NRCS) unit hydrograph and curve number method, also known as the SCS method. Computer programs such as TR-20, TR-55, HEC-1, or HEC-HMS may be used. Depending on the shape and size of the drainage basin, the quick runoff from the streets and adjacent impervious areas may be the worst case, producing a greater peak runoff rate than from the whole drainage basin. This scenario shall be checked and the time of concentration and drainage area shall be adjusted as necessary if this case produces the largest peak rate of runoff. 2.1.2 RUNOFF VOLUME CALCULATION Runoff volume shall be calculated based on the NRCS method within TR-20, TR-55, HEC-1, or the HEC- HMS computer program. The NRCS method shall be used for watersheds with drainage areas of less than 5 square miles. The design of storage facilities shall be based on the NRCS method within a computer program such as HEC-1, HEC-HMS, or PondPack. Other computer software adaptations of these runoff value calculations may be acceptable provided that their data and graphic printout allow review and evaluation. For detention design, a 100-year 24-hour storm shall be used to calculate basin inflow. Detention basin outflow shall be based on the 10-year historic release rate for the land within the project area and off - site contributing areas, unless special circumstances are involved. In the case of special circumstances, the designer must obtain approval from the current County Engineer. The 10-year historic release rate is defined as the runoff rate that would have occurred due to a 10-year storm assuming the area is in a natural condition before man-made changes were introduce. The 10-year historic release rate is discussed in section 2.3.2 and shown in Figure 2-1. 2.1.3 DESIGN STORMS Table 2-2 and Table 2-3 give the precipitation depth and precipitation intensity to be used for all projects within the portion of Spanish Valley under Grand County jurisdiction. This data was obtained from NOAA Atlas 14 (January 2009) via the National Oceanic and Atmospheric Administration's (NOAA) Precipitation Frequency Data Server (http://hdsc.nws.noaa.gov/hdsc/pfds/sa/ut_pfds.html). The values given in the tables are the weighted average of several different locations within the Spanish Valley, covering areas from the valley to the upper ridges. The data is based on the NOAA Atlas 14 partial duration series, with ARI representing the Average Recurrence Interval. In all instances, a minimum time of concentration of 5 minutes shall be used. When using the NRCS method of analysis, the NRCS Type II-24 hour precipitation temporal distribution and the NRCS unit hydrograph shall be used, along with 24 hour duration precipitation values. gmf1,4 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 Table 2-2: Spanish valley Average Precipitation Depth/Duration/Frequency. Precipitation Depth (inc ARI (years) 5 min 10 min 15 min 30 min 60 min 2 hr 3 hr 6 hr 12 hr 24 hr 1 0.11 0.17 0.21 0.28 0.35 0.43 0.48 0.60 0.74 0.93 2 0.14 0.22 0.27 0.36 0.44 0.55 0.60 0.75 0.93 1.17 5 0.19 0.29 0.36 0.49 0.60 0.73 0.79 0.95 1.16 1.47 10 0.24 0.36 0.45 0.60 0.75 0.91 0.96 1.13 1.36 1.74 25 0.31 0.47 0.59 0.79 0.98 1.21 1.24 1.41 1.65 2.13 50 0.37 0.57 0.71 0.95 1.18 1.48 1.52 1.65 1.90 2.45 100 0.45 0.69 0.85 1.14 1.42 1.81 1.85 1.95 2.17 2.82 Table 2-3: Spanish Valley Average Precipitation Intensity/Duration/Frequency. ARI (years) 5 min 10 min 15 min 30 min 60 min 2 hr 3 hr 6 hr 12 hr 24 hr 1 1.34 1.01 0.83 0.57 0.35 0.22 0.16 0.10 0.06 0.04 2 1.71 1.29 1.07 0.72 0.44 0.27 0.20 0.12 0.08 0.05 5 2.30 1.74 1.44 0.97 0.60 0.37 0.26 0.16 0.10 0.06 10 2.82 2.16 1.79 1.21 0.75 0.45 0.32 0.19 0.11 0.07 25 3.72 2.83 2.34 1.58 0.98 0.60 0.41 0.24 0.14 0.09 50 4.47 3.41 2.82 1.90 1.18 0.74 0.51 0.28 0.16 0.10 100 5.40 4.12 3.40 2.29 1.42 0.90 0.62 0.32 0.18 0.12 ENE OF CONCENTRATION Several different methods and equations may be used to determine the time of concentration of a watershed. Some equations, such as the NRCS lag equation, are calibrated for the entire watershed; whereas, other methods include the summation of the travel time for sheet flow, shallow concentrated flow, and open channel flow along the principal flow path. The designer shall select the appropriate methods and equations for the flow path and design approach used. When computing the travel time along natural channels, the channel shall be approximated as trapezoidal. Values of Manning's n to be used for natural channels and floodplains shall be obtained from Hydraulic Design Series No. 3 - Design Charts for Open Channel Flow. Note that the average slope for a natural stream shall exclude the influence of short drops or rapid flow sections. In natural alluvial streams, flow velocity does not exceed critical velocity except at control sections. These control sections are usually limited in extent and represented by riffles, cascades, and waterfalls. Within the Spanish Valley, these control sections can be identified by rock outcrops within the channels. After an initial analysis, it may be necessary to revise the Manning's n and channel slope along the natural channel flow path to reduce the velocity to a maximum of critical velocity. The NRCS lag equation is not influenced by 8 V-fD4 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 the abrupt channel drops, since it is based on the average watershed slope, not the slope along the principal flow path. 2.2 HYDRAULIC EVALUATION The hydraulic evaluation and design for a proposed development shall be performed in accordance with sound and accepted engineering practice. A system emphasizing a natural as opposed to an engineered drainage strategy is encouraged. The applicability of a natural approach depends of such factors as site storage capacity, open channel hydraulic capacity, and maintenance needs and resources. Hydraulic capacity for open channel or closed conduit flow shall be determined by the Manning Equation. Velocities in open channels at design flow shall not be greater than that velocity which will begin to cause erosion or scouring of the channel. Velocities in closed conduits at design flow shall be at least 2 ft/sec but not more than the velocity which will cause erosion damage to the conduit. Refer to section 2.8.1 regarding the design for erosion control. 2.3 STORAGE CRITERIA Provision of storage can: reduce peak runoff rates; aid in the recharge of groundwater; provide an attenuation mechanism if storm water is to be treated; lessen the possibility of downstream flooding, stream erosion, and sedimentation; and can be used in the development of upstream areas to avoid increasing the runoff peaks which impact existing downstream facilities. Types of storage basins include those used for detention and retention. Retention facilities are used as infiltration basins, with the only outlet being the emergency spillway. Due to concerns with sedimentation and inadequate infiltration capacities, retention basins are not allowed in Grand County, unless approved by the County Engineer. When retention basins are allowed, extensive soil studies of the saturated and unsaturated zones are required in order to ensure that the retention basin will function properly over the life of the basin. Furthermore, a strict maintenance plan must be approved by the County Engineer to ensure the basin is kept clean of sediment, and debris. Detention facilities are used to temporarily detain storm water runoff and release it at a controlled rate. The controlled rate is outlined in section 2.3.2 Design Requirements. These facilities shall be designed to completely drain within 24 hours after the end of a storm event. If this is not possible due to requirements for water quality or maximum release rate, a design exception must be approved by the County Engineer to allow for longer detention times. Detention storage facilities may include large basins, small landscaped basins, parking lot storage, roof tops, underground storage vaults, parks, and recreational fields, or an appropriate combination. Other types of storage basins include permanent ponds, lakes and reservoirs. Design criteria for these types of storage basins are not included in this document. The installation and design of these types of structures must be approved by the County Engineer. 9 1 A DADKING Ler DnniniNr Parking lot ponding shall be arranged so that pedestrians can reach their destinations without walking through ponded water. The ponding shall be relegated to those portions farthest from the use served or gm f%4 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 to overflow parking areas, and shall be a reasonable portion of the total area so that sufficient parking remains available for use. Ponding areas shall not interfere with routes and parking spaces needed for compliance to the Americans with Disabilities Act (ADA). The maximum design depth of ponding can vary depending upon the location. An overflow outlet shall be provided so that runoff from major storms is limited to a seven-inch depth. Debris may accumulate at outlet drains, which may reduce the capacity of the drain and become unsightly; therefore, provisions shall be made for periodic cleaning. The use of semi-paved/semi-grassed areas for overflow parking which will permit infiltration of rainfall and reduce the total runoff associated with parking lot pavements is encouraged. 2.3.2 DESIGN REQUIREMENTS Regional detention basins are those identified in the Spanish Valley Storm Drain Master Plan Update (2011). These detention basins are sized based on runoff from a 100-yr 24 hour storm under existing (2009 conditions) land use. All new development must provided sufficient storage to account for the additional runoff created by the development. The allowable post -developed discharge rate within Spanish Valley is based on the 10-yr historic peak runoff rate. Spanish Valley is divided into two regions, each region having a unique 10-year historic runoff rate, designated as Region 1 and Region 2. Region 1 includes Types A and B hydrologic soil groups and has an allowable discharge rate of 0.03 cfs per acre for the 100-yr 24 hour storm. Region 2 includes Types C and D hydrologic soil groups and has an allowable discharge rate of 0.3 cfs per acre for the 100-yr 24 hour storm. The two different regions and their allowable discharge rate are shown in Figure 2-1. In Figure 2-1, the shaded areas are Region 2 and the areas of the clear aerial image are Region 1. Adequate storage shall be provided such that each of the following applies: • Post -developed discharge rates shall not exceed pre -developed discharge rates for the same storm. • The peak discharge rate from the post -developed 100-yr 24 hour storm shall not exceed 0.03 cfs per acre for Region 1 or 0.3 cfs per acre for Region 2, when routed through the principal outlets. • The entire 100-yr 24 hour storm shall be routed through the principal outlet without entering the emergency spillway. • The peak 100-yr discharge rate from the detention basin shall not exceed the capacity of the downstream conveyance system, with considerations given to inflows occurring below the detention basin. • Retention basins, if allowed by the County Engineer, must be sized with a storage volume equal to the entire 100-yr post -developed runoff volume. Runoff greater than that occurring from the 100-year, 24-hour storm will be passed over an emergency spillway. The emergency spillway must be designed to safely pass the entire post -developed 100-year PNV& ��, -, . Region 1 - Allowable Release Rate = 0.03 cfs/acre . ..,, Region 2 - Allowable Release Rate = 0.3 cfs/acre " '"`..' HORROCKS imi ENGINEERSS 2162 West Grove Parkway, Suite #400 ove, UT (801) 763-5100 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY GRAPHIC SCALE 0 1,062.5 2,125 3,187.5 4,250 1 inch egeutia9 1Y,125 feet Feet SPANISH VALLEY ALLOWABLE RELEASE RATE PER ACRE PER REGION FIGURE 2-1 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 flood, routed through the detention basin assuming the principal outlets are not functioning. Furthermore, the peak emergency spillway flow rate shall not exceed the existing 100-yr flow rate entering the detention basin (based on conditions existing before the basin is constructed). A minimum of 1 foot of freeboard above the emergency spillway design water surface elevation is required. The Principal Outlet Outflow Hydrograph is generated by routing the post -developed 100-yr 24 hour storm through the principal outlet without any flow entering the emergency spillway. The Emergency Spillway Outflow Hydrograph is generated by routing the post -developed 100-yr 24 hour storm through the emergency spillway assuming the principal outlets are not functioning. Conveyance systems below detention basins must have sufficient capacity for the greater of the following: • Sufficient capacity to safely convey the 100-yr 24 hour peak flow obtained from combining the Principal Outlet Outflow Hydrograph with downstream inflow hydrographs. • Sufficient capacity to safely convey the 100-yr 24 hour peak flow obtained from combining the Emergency Spillway Outflow Hydrograph with downstream inflow hydrographs. In order to account for storage loss due to sedimentation of storage facilities, the required storage volume below the emergency spillway crest shall be increased by 20%. Storage facilities shall be constructed first in a project's construction sequence in order to reduce the amount of sediment carried further downstream. Temporary structures may be necessary during the construction phase to trap sediment before it enters the storage facility. Furthermore, storage facilities shall be cleaned at the completion of the project construction such that the entire required storage volume is available for runoff storage. Storage facilities shall be located as far horizontally from surface water bodies and as far vertically from the seasonal high-water table as possible. The bottom of storage facilities shall not intercept the post - developed seasonal high-water table of underlying aquifers. If the detention basin is classified as a dam, the facility shall also comply with prevailing dam safety standards as outlined by the Utah State Dam Safety Act and the Utah Division of Water Rights. The following list of general structural criteria shall be used to design storm water detention basins. Due to the uniqueness of each storm water detention basin and the variability of soil and other site conditions, these criteria may be modified or appended at the discretion of the County Engineer. Structural Components: Principal Outlets To minimize the chance of clogging and to facilitate cleaning, principal outlet pipes shall be at least 18 inches in diameter. Orifice plates may be used on the upstream end of the principal outlet pipe to reduce the maximum release rate as needed. The minimum orifice plate diameter of the principal outlet shall be no less than 6 inches. Similarly, riser pipes, if utilized, shall be at least 8 inches in diameter. 1 9V /%4 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 Structural Components: Water Quality Outlets A water quality storm event shall be used to maintain water quality downstream of detention facilities. The water quality storm event is defined as a one-year frequency 24-hour storm. Water quality control shall be maintained by providing an amount of storage at the bottom of the detention facility such that the runoff produced by the water quality storm is routed through a 3-inch diameter water quality outlet (orifice plate) without entering the principal outlet. The 3-inch orifice plate shall discharge into an 18- inch minimum outlet pipe (the same outlet pipe may be used as the principle outlet). The invert of the principal outlet shall be located at the water surface elevation resulting from routing the water quality storm event through the detention facility and discharging through the water quality outlet only. In all cases, the basin shall be considered initially empty (i.e., the storage provided for the water quality event and the discharge capacity of the water quality outlet shall be utilized during the routing of the larger 100-yr design storm). Structural Components: Outlets This section applies to all principal and water quality outlets. All pipe joints shall be watertight. In addition, trash racks and/or anti -vortex devices are required where necessary. Seepage along outlet conduits shall be controlled using the latest engineering standards and practice, and may include methods such as filters, drainage diaphragms, and anti -seep collars, etc. Regardless of the seepage control method used, designs must be approved by the County Engineer. Where necessary, a concrete cradle shall be provided for outlet pipes. All outlet structures shall be reinforced concrete. All construction joints shall be watertight. Suitable lining and energy dissipators shall be placed upstream and downstream of outlets as necessary to prevent scour and erosion. Such lining and energy dissipators shall conform to the criteria contained in current editions of Hydraulic Engineering Circular No. 15 — Design of Roadside Channels with Flexible Linings and Hydraulic Engineering Circular No. 14 — Hydraulic Design of Energy Dissipators for Culverts and Channels, both published by the Federal Highway Administration of the U.S. Department of Transportation. Structural Components: Emergency Spillways Design emergency spillways to safely pass the entire post -developed 100-year flood, routed through the detention basin assuming the principal outlets and water quality outlet are not functioning. A minimum of 1 foot of freeboard above the emergency spillway design water surface elevation is required. Emergency spillway side slopes shall not exceed 2 horizontal to 1 vertical or the angle of repose of the soil or lining material, whichever is less. Vegetated emergency spillways shall have side slopes not exceeding 3 horizontal to 1 vertical. Emergency spillways shall be suitably lined and shall comply with criteria contained in the current edition of Hydraulic Engineering Circular No. 15 — Design of Roadside Channels with Flexible Linings. Maximum velocities and shear stresses in emergency spillways shall be checked based on the velocity and peak flow in the spillway resulting from the routed Emergency Spillway Hydrograph. Suitable lining shall be provided for the maximum velocities and shear stresses expected. Energy dissipators at the bottom of the emergency spillway shall be designed as needed INV 1'04 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 based on the current edition of Hydraulic Engineering Circular No. 14 — Hydraulic Design of Energy Dissipators for Culverts and Channel. Structural Components: Dams and Embankments The required minimum top widths of all dams and embankments are listed in Table 2-4 below. Table 2-4: Minimum Top Widths Height (feet) Min. Top Width (feet) 0-20 20-25 12 14 The design top elevation of all dams and embankments after all settlement has taken place shall be equal to, or greater than, the maximum water surface elevation in the basin resulting from the routed Emergency Spillway Outflow Hydrograph plus one foot of freeboard. Therefore, the design height of the dam or embankment, defined as the vertical distance from the top down to the bottom of the deepest cut, shall be increased by the amount needed to ensure that the design top elevation will be maintained following all settlement. Consolidation tests of the undisturbed foundation soil are required to determine the necessary increase. This increase shall not be less than 5 percent. Side slopes for all dams and embankments are no steeper than 3 horizontal to 1 vertical. Cutoff trenches shall be excavated along the dam or embankment centerline to impervious subsoil or bedrock, unless otherwise approved by the County Engineer (and State Engineer if the Utah State Dam Safety Act applies). Storage Facilities in Flood Hazard Areas No off-line storage facilities are allowed within any flood plain. On-line storage facilities must have adequate storage to detain the flood caused by the 100-yr 24 hour storm as previously outlined. For storage facilities located within FEMA mapped floodways, any changes to FEMA mapping caused by the storage facility must be considered and any appropriate CLOMAR and LOMAR must be obtained. 2.3.3 STORAGE FACILITIES: MAINTENANCE AND REPAIR Operation, maintenance, and repair of storage facilities, including periodic removal and disposal of accumulated particulate material and debris, is required and remains the responsibility of the property owner. Storage facilities shall be inspected and cleaned and repaired as necessary after every storm event. All storage facilities must provide adequate access for maintenance and cleaning. 2.4 STREETS AND CURBS Planning a drainage system shall be done simultaneously with street layout and gradient planning, and careful consideration shall be given to the following: • The functions of streets as parts of the storm water management system. • Street slopes in relation to storm water capacity and flow velocity in gutters and/or street swales. Nv1iJ4 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 • The location and sizing of street culverts. Culverts may be sized to create temporary upstream storage if there is proper consideration given to earth bank stability, proper freeboard, upstream backwater effects and potential overflow effects during major flood conditions as outlined further in section 2.7 Culverts. • Location of streets in relation to natural streams, storage ponds and open channel components of the system. • Location and capacity of inlet points to pipes in relation to gutter slopes, low points, the spread of water across streets and the flow of water across intersections. 2.4.1 STREET FLOODING EVALUATION The design criteria for allowable spread for the 10-year storm event are based on roadway classification as shown in Table 2-5. Table 2-5: Allowable Spread Criteria for 10-year Storm Event Roadway Classification Allowable Spread Local (residential) Flow may spread to crown of road. Minor Collector (residential) Major Collector Flow spread must leave one lane free of water. Flow spread must leave at least two travel lanes free of water (one lane in each direction) Arterial: < 45 mph > 45 mph Allowable spread is shoulder + 3 ft. Allowable spread is shoulder only. In addition to the above table, the following criteria also apply for allowable spread and amount of street flooding for the 10-year design storm: • The allowable spread in the above table is based on a minimum shoulder width of 6 feet. A minimum allowable spread of 6 feet shall be considered for all roadway classifications, regardless of shoulder width. • At no time shall street flooding extend above the height of the curb. • Localized street flooding is acceptable in residential areas if the duration is less than 2 hours. For the 100-year design storm, the following design criteria apply for allowable spread and amount of street flooding: • Streets must be able to route the 100-year flood to adequate downstream conveyance facilities. 100-year flows must be contained within the street right-of-way and adjacent drainage easements with at least 1.0 foot of freeboard to all building structures. • Street flooding shall not cause dangerous situations to occur with vehicular traffic. !Null GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 • Street flooding shall at no time exceed 2 feet in depth. • Street flooding shall not exceed 2 hours in duration. • Pedestrian access is not required to be maintained during a 100-year flood. • Flooding can extend into all vehicular traffic lanes. 2.4.2 HYDRAULIC CAPACITY The hydraulic capacity of a street and gutter section to convey water can readily be calculated with a modified version of Manning's equation as outlined in Hydraulic Engineering Circular No. 22, Second Edition — Urban Drainage Design Manual, published by the Federal Highway Administration of the U.S. Department of Transportation. Table 2-6 lists Manning's n values to be used for street and gutter pavements. Table 2-6: Manning's n for Street and Pavement Gutters. Type of Gutter or Pavement Manning's n Concrete gutter, troweled finish 0.012 Asphalt Pavement: Smooth texture Rough texture 0.013 0.016 Concrete Gutter with Asphalt Pavement: Smooth Rough 0.013 0.015 Concrete Pavement: Float finish Broom finish 0.014 0.016 For gutters with small slope, where sediment may accumulate, increase above values of n by: 0.002 Source: USDOT, FHWA, HDS-3. 2.4.3 MAXIMUM VELOCITY IN GUTTERS The velocity in the deepest part of the gutter shall not exceed 10 feet per second. This velocity is readily computed by the Manning equation using the depth at a point six inches from the face of the curb as the hydraulic radius. The mean velocity for the entire cross section is not a good measure. If the calculated velocity exceeds ten feet per second, the allowable discharge in the gutter shall be reduced until velocity is within the limit. 2.4.z ESTIMATING RUNOFF IN STREETS The peak flow contributed to a gutter or Swale from impervious areas and adjacent contributing areas of less than 10 acres shall be estimated by the Rational Method. Inlets are usually sized so that a portion of the flow is bypassed; the actual flow in the next reach of gutter includes this bypass flow. The flow reaching the second inlet is a portion of the flow contributed from its drainage subarea plus the flow bypassing the previous upstream inlet. The low point or sump inlet catches the remaining flow from w 1 3t GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 both directions and shall be sized accordingly. Locations and required capacities of inlets are established by computing estimated flow rates, depth and velocity of flow, and spread across street. The procedures and equations which shall be used for estimating runoff in streets as well as calculating inlet intercept and bypass flows are found in the latest edition of Hydraulic Engineering Circular No. 22 — Urban Drainage Design Manual. 2.4.5 FLOW ACROSS INTERSECTIONS Flow across collector or arterial street intersections or cross -walks is not allowed for the 10-year event and more frequent storms. Controlled flow across local streets is acceptable as long as the Street Flooding Evaluation criteria in section 2.4.1 is met and the maximum velocity does not exceed 10 feet per second. 2.5 STORM WATER INLETS Storm water inlets provide the transition between open surface flow and a closed conduit system. They are either constructed as part of the street's curb and gutter system, located in street swales or used to drain open areas. The inlets shall be located to remove runoff from surfaces when the flows exceed the criteria for velocity, spread of water across streets, or flow across intersections or cross -walks. Inlets shall also be located upstream of superelevations in order to prevent flow from crossing the roadway. Inlets in street swales also remove flow when it exceeds swale capacity. Drainage of open areas is often picked up by an inlet in a depressed area. 9 5 4 1Fginii nr Ir.0 rrr Inlets shall be analyzed and designed according to the type of inlet being used. Inlet capacity shall be calculated as outlined in the current edition of Hydraulic Engineering Circular No. 22 — Urban Drainage Design Manual. Inlets on grade in gutter sections shall consist of grates depressed 2 inches below the gutter flow line. Inlets at sump locations shall include an open curb in order to reduce the effect of clogging. The design and analysis of all inlets shall include a 50 percent clogging. The clogging factor is applied to inlets on grade by reducing the effective length of the grate by 50% when calculating the splash -over velocity. The clogging factor is applied to inlets at sump locations by reducing the effective perimeter by 50% when in weir flow and by reducing the clear open area by 50% when in orifice flow. Flanking inlets at sump locations may be necessary, depending on the potential damage and flooding that may occur if the primary low -point inlet becomes clogged or its capacity exceeded. When flanking inlets are determined to be necessary, they shall be designed according to the current edition of Hydraulic Engineering Circular No. 22 — Urban Drainage Design Manual. Catch basins shall not include a sediment trap formed by lowering the floor of the box below the elevation of the outlet pipe. Inlets, catch basins and manholes shall be designed in accordance with the latest APWA details and standard specifications. Frames and grates shall be bicycle safe in areas of potential bicycle traffic. Wig GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 2.6 STORM DRAIN SYSTEMS 2.6.1 LAYOUT OF THE STORM DRAIN SYSTEM Storm drain systems shall be used when runoff can no longer be carried in open channels, swales or gutters due to hydraulic capacity and the limitations and criteria outlined in section 2.4. Storm drain systems shall also be used when the installation of channels is not feasible due to limited right-of-way and other constraints. The underground storm drain system consists of a series of inlets, pipes, and manholes. 2.6.2 STORM DRAIN LOCATION AND ALIGNMENT The storm drain system shall be located within the street right-of-way. Storm drain alignments outside of the street right-of-way shall be approved by the County Engineer and a perpetual drainage easement for the county shall be obtained. The size of the drainage easement shall be dictated by working needs. In general, the minimum width of drainage easements shall be 20 feet for one utility and five additional feet, if practicable, for each additional utility located in the same easement. 9 5.' 11YDRAULIr' Storm drain systems shall be designed to convey the peak 10-yr 24 hour runoff when flowing full. The capacity of major trunk lines and pipe conveyance systems shall be sufficient for the 100-yr 24 hour post -developed flow without surcharging at structures. Major trunk lines and pipe conveyance systems include those which convey flow from upstream culverts, channels, and storage basins. Trunk lines and pipe conveyance systems conveying flow from upstream storage basins shall have the capacity outlined in section 2.3.2. Hydraulic capacity shall be determined by the Manning Equation with the use of appropriate Manning's n for the pipe material used. The hydraulic grade line shall be computed for all storm drain systems, accounting for all head losses throughout the system, including head losses due to pipe friction, momentum changes, and losses at junctions, bends, and structures. These calculations shall conform to the latest edition of Hydraulic Engineering Circular No. 22 — Urban Drainage Design Manual. For minor storm drain systems controlled by the 10-yr 24 hour storm event, it shall be shown that the hydraulic grade line does not rise above the pipe soffit in the 10-yr event. Larger events may surcharge the pipe. However, an analysis combining the capacity of street and storm drain flow must show that the 100-yr 24 hour peak flow is contained within the street section as outlined in section 2.4.1 Street Flooding Evaluation. For major trunk lines and pipe conveyance systems, it must be shown that the 100- yr hydraulic grade line does not surcharge at any structure along the storm drain system. The minimum allowable pipe size in the storm drain system is 18-inch diameter. The minimum diameter of major trunk lines and pipe conveyance systems is 24-inches. Storm drain pipes shall not decrease in size in the downstream directions. Storm drain pipes shall be designed to ensure self -scouring velocities. The minimum allowable velocity shall be 2.5 feet per second when flowing full or 2.0 feet per second when flowing at the design flow, whichever results in a steeper pipe slope. The minimum pipe slope shall be 0.3 percent. GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 2.6.0 MATERIALS Storm drains are usually constructed of reinforced concrete, or high density polyethylene, or corrugated metal pipe; however, other materials may be used. The selected pipe material shall be consistent with the loads generated from the bury depth and highway loading. Pipe materials shall be analyzed to be appropriate for the soil characteristics. The selected pipe material shall be approved by the County Engineer. All storm drain pipes shall include water tight joints. All discharge pipes and culverts shall terminate with a precast concrete, high density polyethylene, or corrugated metal end section matching the material of the pipe. Alternatively, a cast -in -place concrete headwall with or without wing -walls as conditions require may be installed. All outlets greater than or equal to 48 inches in diameter shall have a cast -in -place concrete headwall, with or without wing -walls as conditions require. To allow the County to plan better for system management, the name of the county, the year installed, and the words "STORM SEWER" shall be cast integrally on manhole covers. 2.6.E 4CCESS HOLES The principal purpose of access holes is to provide access for cleaning and inspection. Access holes shall be provided at all junctions of two or more storm drains, where pipe sizes change, and at changes in grade or alignment. Inlet boxes shall also provide access through the grate or manhole openings. The maximum access hole spacing per pipe size is given in Table 2-7. Table 2-7: Access Hole Spacing Pipe Diameter (inches) Maximum Spacing 24 or less 27 — 36 42 — 54 60 + 300 ft 400 ft 500 ft 1000 ft 2.7 CULVERTS All culverts shall be designed to convey the 100-yr peak runoff. The minimum culvert diameter allowed is 24-inches. The minimum allowable slope is 1.0 percent. Culverts shall be designed to have a minimum velocity of 2.5 feet per second at the design flow rate. The maximum allowable headwater shall be the minimum of the following criteria: • Shall be at least 1 ft below upstream structures and shall be non -damaging to upstream property. • Shall be below the outside edge of the shoulder. • Shall be equal to the elevation where the flow begins to divert around the culvert. GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 Any culvert may cause an increase in water level in the upstream channel. This backwater can flood property and overflow into the streets. The channel backwater surface upstream of culverts shall be limited to at least 1 ft below upstream structures and property lines. All culverts shall have flared end sections or cast -in -place headwalls and wing -walls at both ends of the culvert for good appearance and hydraulic characteristics. The criteria outlined in section 2.6.4 apply. Suitable lining and energy dissipators shall be placed upstream and downstream of culverts and storm drain outlets as necessary to prevent scour and erosion. Such lining and energy dissipators shall conform to the criteria contained in latest editions of Hydraulic Engineering Circular No. 15—Design of Roadside Channels with Flexible Linings and Hydraulic Engineering Circular No. 14 — Hydraulic Design of Energy Dissipators for Culverts and Channel. 2.8 OPEN CHANNELS Natural drainage channels shall be preserved as much as possible in order to maintain natural drainage patterns and hydrology. When natural drainage channels are used, considerations shall be given to the affects of added runoff from upstream developments. Adequate access for maintenance of natural channels shall be provided. Existing abandoned irrigation channels shall also be maintained and used for runoff conveyance. However, irrigation ditches shall not be used as outfall channels for culverts or storm drain systems, unless approved by the owner and the County Engineer. Open channels shall have capacity for the 100-yr design storm with minimum 1 foot of freeboard. Small roadside channels conveying runoff from less than 10-acres shall have capacity for the 10-yr design with 1 foot of freeboard to the outside edge of the shoulder. Open channel capacity shall be evaluated and designed based on Manning's equation. Values of Manning's n to be used for man-made channels shall be obtained from the latest edition of Hydraulic Engineering Circular No. 15 — Design of Roadside Channels with Flexible Linings. Channel side slopes shall not exceed 2 horizontal to 1 vertical or the angle of repose of the soil or lining material, whichever is less. Adequate access for maintenance shall be provided. 2.8.1 CONTROL OF EROSION Erosion control design applies to man-made channels as well as natural channels when flows are increased above the natural capacity. Channels shall be designed for erosion control based on the permissible tractive force method as outlined in the latest edition of Hydraulic Engineering Circular No. 15 — Design of Roadside Channels with Flexible Linings. Supercritical velocity shall not be allowed in channels unless they are concrete lined. Drop structures and/or energy dissipators shall be installed as needed to maintain velocities below subcritical in all other channels. 2.9 OTHER DESIGN CONSIDERATIONS 9 q.1 SOIL EROSInm Control of erosion during residential construction requires an examination of the entire site to pinpoint potential problem areas, such as steep slopes, highly erodible soils, soil areas that will be unprotected for long periods or during peak rainy seasons and natural drainage ways. Steps shall be taken to assure 1 aci# 1 §4 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 erosion control in these critical areas. After a heavy storm the effectiveness of erosion control measures shall be evaluated. Periodic maintenance and cleaning of the facilities is also important. Construction activities that disturb one or more acres of land must be authorized under the UPDES General Permit for Construction Activities as administered by the Utah Division of Water Quality. The UPDES permit requires control and elimination of storm water pollution through the development and implementation of a Storm Water Pollution Prevention Plan (SWPPP) which must include appropriate Best Management Practices (BMPs) The basic requirements for controlling erosion during and after construction include: • Earth slopes: concentrations of water at the top of the slope flowing down an unprotected bank shall be avoided or controlled. Runoff shall be diverted to safe outlets. Slopes shall be protected from erosion by quick establishment of vegetative cover, benches, terraces, slope protection structures, mulches, or a combination of these practices as appropriate. • Waterways or Channels: Waterways shall be designed to avoid erosion by limiting maximum velocities and providing appropriate erosion protection. These will both vary based on the character of the channel material. Every effort shall be made to preserve natural channels. • Erosion Control Methods: Erosion may be controlled by the use of vegetative and rock linings, grade control structures, energy dissipators, special culverts, and various types of pipe structures. Structures are expensive and should be used only after it has been determined that recommended vegetation, rock revetment or other measures will not provide adequate erosion control. • Existing Vegetation: Existing vegetation shall be preserved wherever possible. • Soil Treatment, Seeding and Mulching: The use of vegetation for erosion control is limited to situations where the vegetation can be sustained through irrigation. The determination of proper soil treatment, seed mixture and long-term maintenance requirements shall be done by a licensed landscape architect. • Outfall Design: Every effort shall be made to keep the elevation of an outfall pipe as close to the downstream grade as possible. Outfall pipes shall not be elevated above the level of the downstream ground without providing appropriate erosion protection and energy dissipation. The velocity of the outfall pipe shall be minimized as much as possible. Appropriate erosion protection and energy dissipation shall be provided. Special attention must be given if the outfall is to an overland flow area with a steep slope. 9 q " ^.0 rgrir'm ANP ec^""AFNT C(1NTRr' Proper control of soil erosion during and after construction is the most important element of siltation and sediment control. However, it is physically and economically impractical to entirely eliminate soil erosion. Secondly, erosion is a natural function and is required in certain portions of the drainage system Do# 1a4 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 to provide future stream capacity. Therefore, provisions shall be made to trap eroded material at specified points. Some measures that shall be implemented as appropriate are: • Temporary ponds which store runoff and allow suspended solids to settle out can be used during construction and may be retained as part of the permanent storage system after construction. • Protection of inlets to the underground pipe system can be accomplished during construction by placing straw bales or drop inlet barriers around the structure. Temporary erosion control must be removed prior to final acceptance. • Silt fences along the down slope edges of construction sites to trap sediments which are carried by overland flows. • Storm drain systems shall be protected from Aeolian (or wind blown) sediments by the proper use and placement of silt fencing. • Egress points from construction sites shall be controlled, so that sediment is not carried off -site by construction traffic. STORM WATER RUNOFF POLLUTION In 1990, Phase I of the US Environmental Protection Agency's (EPA) Stormwater Program was promulgated under the Clean Water Act. In 1999, EPA issued the Final Rule for Phase II of its Stormwater Program. Phase I relies on National Pollutant Discharge Elimination System (NPDES1) permit coverage to address stormwater runoff from: (1) "medium" and "large" municipal separate storm sewer systems (MS4s) generally serving populations of 100,000 or greater, (2) construction activity disturbing 5 acres of land or greater, and (3) ten categories of industrial activity. The Stormwater Phase II Final Rule is the next step in EPA's effort to preserve, protect, and improve the Nation's water resources from polluted stormwater runoff. The Phase II program expands the Phase I program by requiring operators of certain regulated small MS4s in urbanized areas, operators of small construction sites, as well as small MS4s outside the urbanized areas that are designated by the permitting authority, to obtain NPDES permit coverage for their stormwater discharges and to implement programs and practices to control polluted stormwater runoff. Generally, Phase I MS4s are covered by individual permits and Phase II MS4s are covered by a general permit. Each regulated MS4 is required to develop and implement a stormwater management program (SWMP) to reduce the contamination of stormwater runoff and prohibit illicit discharges. Grand County does not currently meet the EPA definition of an urbanized area and is not considered a regulated MS4 under the EPA Phase II rules. However, it is certain the stormwater regulations will 1 Note that in Utah, the Division of Water Quality administers the NPDES program via DWQ's UPDES program. 1 ail# 1 C14 GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 become increasingly stringent on a state and federal level. Grand County can position itself for future regulations by considering the following areas which represent Minimum Control Measures under the Phase II program. Additional information on each of these areas can be found by following the link provided. 1) Public education and outreach: Develop a public education program that uses a mix of local strategies and reaches a diverse audience. (http://www.epa.gov/npdes/pubs/fact2-3.pdf) 2) Public participation and involvement: Include the public in developing, implementing, updating, and reviewing a stormwater management programs. (http://www.epa.gov/npdes/pubs/fact2-4.pdf) 3) Illicit discharge detection and elimination: Implement and enforce program to eliminate non- stormwater discharges via the storm water system. (http://www.epa.gov/npdes/pubs/fact2-5.pdf) 4) Construction site runoff control: Develop, implement, and enforce a program to reduce pollutants in stormwater runoff from construction activities that result in a land disturbance of greater than or equal to one acre. (http://www.epa.gov/npdes/pubs/fact2-6.pdf) 5) Post construction runoff control: Develop, implement, and enforce a program to reduce pollutants in post -construction runoff from new development and redevelopment projects that result in the land disturbance of greater than or equal to 1 acre. (http://www.epa.gov/npdes/pubs/fact2-7.pdf) 6) Pollution prevention and good housekeeping: Develop and implement a good storm water system operation and maintenance program, employee storm water training program. (http://www.epa.gov/npdes/pubs/fact2-8.pdf) 2.9.4 MOSQUITO CONTROL The design of all storm drainage system design shall consider mosquito control measures. Some mosquito species in Spanish Valley can, during hot weather, complete their development in standing water in as little as 4 days. However, most species, including the major West Nile virus vectors (Culex spp.), require at least 7 days for development. At least one species of Culex is known to breed in enclosed and underground water containers that it can access. • Storm water detention ponds shall be designed so that they empty completely within 96 hours. • Mosquito control shall be considered in the design of manholes and other subsurface storm drainage structures. 2.1 O OPERATION AND MAINTENANCE Adequate provision for short- and long-term maintenance of the storm water system is an important design consideration. Maintenance and replacement needs and costs shall be part of economic analyses. Maintenance shall be included for all drainage facilities in order to ensure they function properly during storm events. Proper right-of-way and easements shall be provided for maintaining all drainage facilities. GRAND COUNTY DESIGN CRITERIA FOR DRAINAGE STUDIES WITHIN SPANISH VALLEY December 2011 REFERENCES Horrocks Engineers. Spanish Valley Storm Drain Master Plan Update. Grand County, Utah. 2011. U.S. Department of Agriculture, Natural Resources Conservation Service. Soil Survey Geographic (SSURGO) Database. Canyonlands Area, Utah — Parts of Grand and San Juan Counties. Obtained from the Soil Data Mart (http://soildatamart.nres.usda.gov/). U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Weather Service. NOAA Atlas 14, Precipitation -Frequency Atlas of the United States, Volume 1, Version 4, Semiarid Southwest. 2006. Extracted from the Precipitation Frequency Data Server January 2009 (http://hdsc.nws.noaa.gov/hdsc/pfds/sa/ut_pfds.html). U.S. Department of Transportation, Federal Highway Administration. Design Charts for Open Channel Flow, Hydraulic Design Series No. 3. FHWA-EPD-86-102. 1961. U.S. Department of Transportation, Federal Highway Administration. Design of Roadside Channels with Flexible Linings, Hydraulic Engineering Circular No. 15, Third Edition. FHWA-NHI-05-114. Sep 2005. U.S. Department of Transportation, Federal Highway Administration. Hydraulic Design of Energy Dissipators for Culverts and Channels, Hydraulic Engineering Circular No. 14, Third Edition. FH WA-N H I- 06-086. July 2006. U.S. Department of Transportation, Federal Highway Administration. Urban Drainage Design Manual, Hydraulic Engineering Circular No. 22, Second Edition. FHWA-NHI-01-021. Aug 2001. U.S. Environmental Protection Agency, Office of Wastewater Management, Water Permits Division, National Pollution Discharge Elimination System (NPDES). (http://cfpub.epa.gov/NPDES/). Utah Department of Environmental Quality, Division of Water Quality, Utah Pollutant Discharge Elimination System (UPDES). (http://www.waterquality.utah.gov/UPDES/stormwater.htm). Utah Department of Administrative Service, Division of Administrative Rules. Title R655 — Natural Resources, Water Rights. (http://www.rules.utah.gov/publicat/code/r655/r655.htm). Utah State Legislature. Utah Code -Title 73-Chapter 05a-Dam Safety. (http://le.utah.gov/code/TITLE73/73_05a.htm). 1 m ?94