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Home My WebLink About20163689.tiffSITE PLAN REVIEW (SPR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT # /AMOUNT # t$ CASE # ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number na, I - b 2- 2.- 0 - 6 6 (12 digit number - found on Tax I.D. information, obtainable at the Weld County Assessor's Office, or ws w co wain co.us) Legal Description ` Ctr I_ Ce fit p � , Section E7, Township `� North, Range _West Lot/Block: 4 Zone District: k1) C-3 , Total Acreage: I r' 5 , Overlay District: FEE OWNER(S) OF THE PROPERTY: 4 I I I Name: Work Phone # `,o3 4442. [2d l Home Phone # Email Address: U m/4 Or550 Address: '32-Z3aa1 r ea,u t Zv . _ City/State/Zip Code: F V k Cb (b03,o3 a3 Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code: Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT (See Below: Authorization must accompany applications signed by Authorized Agent) Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code: PROPOSED USE: I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application, if a corporation is the fee owner, notarized evidence must be included showing thie signatory has to legal authority to sign for the corporation. Signature: Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date SITE PLAN REVIEW (SPR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT # /AMOUNT # 1$ CASE # ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number I i - O 8- z- C fb- (12 digit number - found on Tax LD. information, obtainable at the Weld County Assessor's Office, or www.eu yveid.cn-us) Legal Description 2 W CG L 1 ( c Section 5 Township Z North, Range* West �. n a Cdl► i*f PC-i Lot/Block: 7 Zone District: Pu to , Total Acreage: Lief , Overlay District: FEE OWNER(S) OF THE PROPERTY: 4 .I Name: Wevra Work Phone # z- I2 I Home Phone # Address:ri-2b City/State/Zip Code: it C1 Name: Work Phone # Address: Email Address: OA tpJ _Arcleve.01 6,6 iika,f,CalA 0ti 22-0 Home Phone # Email Address: City/State/Zip Code: Name: Work Phone # Home Phone # Email Address: _ Address: City/State/Zip Code - APPLICANT OR AUTHORIZED AGENT (See Below: Authorization must accompany applications signed by Authorized Agent) Name: Work Phone # - _ Home Phone # Email Address: Address: City/State/Zip Code: PROPOSED USE: s-,' r /1 1"9-AJ i C I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from ail fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included showing t sign tory has to legal authority to sign for the corporation. 44 it 6114 Signature: Owner or Authorized Agent Dat Signature: Owner or Authorized Agent Date AIWA WARD and ASSOCIATES Inc architecture and planning Site Plan Review, Lots 6, 7 Vista Commercial Center 1. The proposed 1 story structure will be a restaurant including a bar and brewery. It will have a dining area, bar area, brewery, walk-in cooler and an event room for larger parties. There will be a storage bay and access garage on the south side to serve the building. 2. The anticipated number of employees at a maximum is 15. 3. The proposed use meets the setback requirements of the C-3 and I-1 zone districts. 4. Building elevations have been provided with this application. 5. The proposal signage has been provided with this application. 6. a. The lot adheres to the maximum lot coverage requirements of the zone district. For both lots coverage is 64% of the land use breakdown on the site plan, or 36% landscaped. b. The site has been designed with a 15' setback measured at right angles from the existing right of way to the parking lot which adheres to the standard. c. The parking lot adjacent to Skyway Drive has been screened from the street with shrubs and trees grouped in such a manner as to achieve screening at maturity. d. There are no trees, shrubs, ground covers or natural features on the lot. A detailed landscape plan delineating the proposed trees, shrubs, and ground covers is depicted on sheet L-1. The landscape has been designed to screen undesirable views from the street. Desirable views have been preserved. Landscaping has been utilized to lessen the impact of the paved parking lot by incorporating islands with deciduous trees and shrubs as compliments to the architecture. Low and medium water use plants and ground covers have been used to preserve water. Native or adapted plants and proper soil amendment techniques have been utilized for better plant establishment and lower maintenance needs. e. A maintenance plan in the form of notes has been submitted on sheet L-1, the landscape plan. 7. Storm water peak runoff mitigation is provided offsite within the subdivision. The development of this site meets the expectations and requirements of the subdivision. The developed storm water runoff will be collected in the adjacent roadside borrow ditch and conveyed with other runoff to the detention facilities. 8. Off street parking meets the requirements of the zoning. A parking calculation is on sheet SPR1. 9. Loading areas have been provided and are in accordance of the zone district. All of the loading area will be paved/asphalt. 10. This lot will access Skyway Drive. There will be three access points. The access design is per the county Code and size of the access is selected to accommodate the proposed traffic to and from the site and to accommodate necessary turn and sight distances. Landscaping In the area is low level shrubs and taller plantings are kept out of the line of sight. 11. a. The site is located along an intermediate high point of the roadway, therefore while a borrow ditch is present and needed, it only conveys runoff from the site and adjacent '/z of the roadway. The minimum 15" culvert will be sufficient. b. The length of drainage culvert is greater than 20' to accommodate the width of access. c. Because access is on an intermediate highpoint and the borrow ditch is so shallow at this point, there is very little cover available, therefore the 12" minimum Is what will be provided. d. The driveway access points are 26' wide from the back of the curb to back of curb, which provides a 25' driveway. e. The grade of the west access is -0.82% into the site and the east access is -2.0%, which are well under the maximum allowable of 40". f. Flare radius at the access points is the required 40%. 3223 Arapahoe Ave., Suite 220 6 Boulder, Colorado 9O3O3 • (303) 442-1201 g. Final depth of surfacing will be that to meet the loading requirements of the heaviest vehicles such as trash trucks or fire trucks, or heavier, as determined after the site has been overlot graded. 12. This site is not located on CDOT right of way or within an influence zone of any CDOT right of way. Given the low volume nature of the adjacent road and the limited trips anticipated for the site, we are not proposing any acceleration or deceleration lanes on this site. There is a center lane on Skyway Drive. This concept is consistent with other similar sized developments east and west of the project. 13. The trash collection facilities are screened and located toward the back on the south side of the building. 14. There will be no excessive noise generated by the facility. The use is consistent with other uses in the allowed zone districts. The use is in compliance with air quality standards. No radioactive materials will be used on the site. The use will not emit heat sufficient to raise outdoor temperatures. All exterior lighting will utilize cut-off type fixtures. There will be low level "table lighting" and ballard lighting for seasonal outdoor seating from the restaurant. The property will be maintained in conformance with these standards. Any applicable improvements will conform to county requirements. 15. Request for an additional curb cut/access: The two access points for lot 7 are for better circulation on site and avoid a dead-end parking lane. It also will enhance the architectural theme of a vintage style gas station. The third point on lot 6 Is to better serve the east parking area and serve a possible go-cart facility on additional lots 5,4,3. MWAwIR° and ASSOCIATES Inc ar•cl�it®cture and planning Re: Collision Brewing Lots 6 and 7,Vista Commercial Center Weld County, Colorado To whom it concerns Ward and Associates have made contact with Dan Joseph, with Weld County Public Health to obtain requirements for a food license. The operator of the restaurant and bar has been notified and will complete the application that was provided. Respectfully Mark Ward Architect 3223 Arapahoe Ave., Suite 220 g Boulder, Colorado 20303 a C3033 442.1201 August 30, 2016 Crystal Integration, Builder Collision Brewery 1270 Rock Creek Circle Lafayett e, CO. 80026 Re: Lot 7, Block 6 Vista Commercial Center The Architectural Control Comtittee has reviewed your preliminary plan for the building to be constructed on Lot 7, Block 6. The preliminary plane are approved, pending colorwAna_.materiels, to be submitted as available, for final approval. N. R. Stacey c Architectural Control Committee SITE PLAN CERTIFICATION I (We) hereby certify that the uses, buildings, and structures located on: LSTa Co km were, LA tom' F-kt f4"-- 1Z,.- i C Ae at. .,~ . &/ 2 ee 4.1 G� €� 'ti 2 t WA. VIM (legal description) are designed and will be constructed and operated in accordance with the applicable Performance Standards and District Requirements for the C--27 i ^i zone district as stated in the Weld County Code and in accordance with any conditions imposed by the Board of County Commissioners at the time the property was zoned or rezoned. I understand my failure to comply with the performance standards andtor any conditions could result in the County initiating a compliance action against me. rci,e,2�% rlduigs u The foregoing instrument was subscribed and sworn to before me this 2Q / by.44407-"- WITNESS my hand and official s My Commission expires: GREGORY A SCHUMANN Notary Public State o[ Colorado fairy 019964011119 lIMar if, 2017 Notary Public Signature of Property Owner -2 day of /77`'r — WELD COUNTY ACCESS PERMIT Weld County Public Works Dept. 1111 H Street P.O. Box 758 Greeley, CO 80632 Phone: (970) 304-6496 After Hours: (970) 356-4000 Emergency Services: (970) 304-6500 x 2700 Inspection: (970) 304-6480 Permit Number: AP16-00111 Issuance of this permit binds applicant and its contractors to all requirements, provisions, and ordinances of Weld County, Colorado. Project Name: PRE15-0263 Applicant Information: Name: Mark Ward Company: M Ward and Assoc. Phone: 303-442-1201 Email: mwardandassoc@gmail.com Loch ion: Access is on WCR: Nearest Intersection WCR: Distance From Intersection: Number of Existing Accesses: Skyview Dr. Skyview Dr. 420 0 Planning Process: Other PRE15-0263 Road Surface Tgpe& Construction Information: Road Surface: Asphalt Culvert Size & Type: Start Date: Finish Date: Materials to Construct Access: concrete & WCR: Defining Way Expiration date: Property Owner Information: Name: Company: Squirrel Holdings Phone: 303-588-1162 Email: code3jane@aol.com Proposed Use: Temporary: Single Residential: Industrial: Small Commercial: Oil & Gas: Large Commercial: Subdivision: Field (Agricultural On ly)/Exem pt: Required Attached Documents Submitted: Traffic Control Plan: Yes Certificate of Insurance: No Access Pictures: Yes A copy of this permit must be on site at all times during construction hours Daily work hours are Monday through Friday DAYLIGHT to X HOUR BEFORE DARK (applies to weekends if approved) Approved MUTCD traffic control/warning devices are required before work begins and must remain until completion of work Special Requirements or Comments Parcel 131308208007 & 131308208008. Utilize NEW access points on Skyview Dr. (3 -small Commercial) located approx. 420 ft., 530 ft., & 675 ft. West of Dehning Way. Approved by: DN u,= hbe.i. fled 6Maw Weld County Public Works Marqan us .14 c.vs 6Or 7-0 IA.d130 07:55.17 -06'00' Date: 3/30/2016 Print Date -Time: 3/30/2016 7:51:25AM Access Permit PW008 Page 1 of 1 (MOUNTAIN \IFw� c5- RE sc] E S t ,„,„,alin August 26, 2016 Mr. Mark Ward Ward and Associates, Inc. 3223 Arapahoe Avenue Boulder, CO 80303 Dear Mr. Ward: MOUNTAIN VIEW FIRE RESCUE 3561 North Stagecoach Road, Unit 200• Longmont, CO 80504 (303) 772-0710 • FAX (303) 651-7702 I have reviewed the submitted material for the Collision Brewing proposed for construction on Skyway Drive on lots 6 and 7 in the Vista Commercial Center and shall make the following comments with regard to the plans: • Buildings shall be designed and constructed in accordance with the provisions of the 2012 Edition of the International Fire Code, as ratified by the Weld County Commissioners. • The total building, with the addition, appears to be about 10,000 square feet of type V -B construction and protected throughout with an automatic fire sprinkler system. In accordance with Appendix B of the International Fire Code, the required fire flow for the building is 1,500 gallons per minute, measured at a residual pressure of 20 pounds per square inch. Based on flow tests conducted in the area, the Fire District recognizes the required fire flow is available to the site from existing hydrants located on Vista View Drive. • The Fire District does not object to the location of the proposed underground fire service line, but needs to point out that the fire department connection (FDC) to the fire sprinkler system will need to be located at the front of the building. • Building construction plans must be submitted to the Fire District for review and approval before building permits may be issued. Nothing in this review is intended to authorize or approve of any aspect of this project that does not comply with all applicable codes and standards. Should you have any questions, please contact me at 303-772-0710x 1121. Sincerely, LuAnn Penfold Fire Marshal cc: project file Jp08.04_l6 cc www.mvtpd.org EMERGENCY CONTACT INFORMATION PLEASE TYPE OR PRINT Business Name: Collision Brewery Phone: Address: 1436 & 1440 Skyway Drive Business Owner: Squirrel Holdings Phone: 303-652-2552 Home Address: 11732 Crystal View Lane city; Longmont, CO List three persons in the order to be called in the event of an emergency: NAME Crystal Integration TITLE ADDRESS PHONE 1270 Rock Creek Cir, Lafayette, CO 303-666-0667 Nan Stuart 11732 Crystal View Lane Longmont, CO 303-588-1162 Greg Schumann 1018 Morning Dove Dr Longmont, CO 720-352-3925 Business Hours: Days: Type of Alarm: None f]surgiar Holdup Fi Fire Silent Audible Name and address of alarm company: Location of Safe: MISCELLANEOUS INFORMATION: Number of entrylexit doors in this building: Location(s): Is alcohol stored in building? Yes Location(s): (Alai k • i t- • Ge0 Lev' Are drugs stored in building? 11b Location(s): Are weapons stored in building? __El, _ Location(s): The following programs are offered as a public service of the Weld County Sheriffs Office. Please indicate the programs of interest. Physical Security Check Crime Prevention Presentation UTILITY SHUT OFF LOCATIONS: Main electrical: Gas shut off: Exterior water shutoff: Interior water shutoff: Traffic Narrative Site Plan Review, Lots 6, 7, Block 6, Vista Commercial Center The project will mostly resemble "High -Turnover (sit down) Restaurant" use as defined in the industry -standard Trip Generation Manual (institute of Transportation Engineers (ITE), Eighth Edition). The estimate of about 1,270 daily vehicle trips will be generated by the project based on the average trip generation rate applied to the total gross building area (ITE932; 127.15 average daily vehicle trips per 1,000 SF). This daily trip generation figure includes trips by patrons, employees and service/delivery vehicles. Waste Handling Plan Site Review, Lots 6,7, Block 6, Vista Commercial Center No waste is expected to be generated on site. Packaging materials from kitchen will be recycled/disposed of at the enclosed trash/recycle area on the south side of the parking lot. The brewery waste: all grains will be sold or traded with farmers. No brewery grain waste will be disposed in the trash bins or sewer system. Cleaning waste water will go to floor drains through the grease trap. Regarding a motor vehicle oil leak, the procedures are to dig up the contaminated soil and ship to an appropriate Ault Management facility for testing; then remaining soil shall be tested verify it is clear of all contaminates, then appropriate backfill. Dust Abatement Plan Site Review, Lots 6, 7, Block 6, Vista Commercial Center During the construction phase of the project, the general contactor will use water trucks to maintain dust control. Also, the Storm Water Management Plan will be followed to mitigate soil erosion during construction. After construction, all surfaces will either be paved or landscaped with appropriate materials to prevent dust. Weld County Treasurer Statement of Taxes Due Account Number R8922000 Assessed To Parcel 131308208007 SQUIRREL HOLDINGS LLC 11732 CRYSTAL VIEW LANE LONGMONT, CO 80504-8453 Lopl Descriptiarl 2VCC L7 BLIC6 2ND CORR VISTA COMMERCIAL CENTER FG #2 Sitar' Address Year Tax Charge 2015 $32.86 $0.00 $0,00 ($32.86) 80.00 Total Tax Charge — $0.00 Tax Interest Pees Pa Balance Grand Total Due as of 03/0812016 $0.00 Tax Billed at 2015 Rates for Tax Area 2342 - 2342 Authudty WELD COUNTY SCHOOL DIST REIJ NORTHERN COLORADO WATER (NC ST VRAIN LEFT HAND WATER (S MOUNTAIN VIEW FIRE ST VRAIN SANITATION HIGH PLAINS LIBRARY Taxes Billed 2015 * Credit Levy WI Levy 15.8000000* 53.8870000 1.0000000 0-1560000 11.7470000 0.5850000 3.3080000 Amount Values $6.01 AG -FLOOD $20.47 IRRRIGATTED LAND $0.38 Total $0.06 $446 $0.23 $1.25 86.4830000 $32.86 Actual Assessed $1,321 $380 $1,321 $380 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES - AUGUST 1, REAL PROPERTY - AUGUST 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. Weld County Treasurer • P.O. Box 458, Greeley CO 80632 • 1400 N 17th Ave, Greeley CO 80631 • (970) 353-3845 ext. 3290 Weld County Treasurer Statement of Taxes Due Account Number R8921900 Assessed To Parcel 131308208006 SQUIRREL HOLDINGS LLC 11732 CRYSTAL VIEW LANE LONGMONT. CO 80504-8453 Legal Description 2VCC L6 BLK6 2ND CORR VISTA COMMERCIAL CENTER PG #2 Situ Adder Year Tax Tax Chorale 2015 $36.34 Total Tax Char e Grand Total Due as of 03/98/2016 Tax Billed at 2015 Rates for Tax Area 2342 - 2342 Authority WELD COUNTY SCHOOL DIST REIS NORTHERN COLORADO WATER (NC ST VRAW LEFT HAND WATER (S MOUNTAIN VIEW FIRE ST VRAiN SANITATION HIGH PLAINS LIBRARY Taxes Billed 2015 * Credit Levy Interest $0.00 $O00 Fsymrmts Balance ($36.34) $1100 $0 00 bI311 Levy 15.8000000* 53.8870000 1.0000000 0.1560000 11.7470000 0.5850000 3,3080000 Amount Vahma $6.63 AG -FLOOD $22.64 IRRRIGATED LAND $0.42 Total $0.07 $4.94 $0.25 $1.39 86.4830000 $36.34 $0.00 Actual Assessed $1,448 $420 $1,448 $420 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES - AUGUST 1, REAL PROPERTY - AUGUST 1. TAX LIEN SALE. REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. Weld County Treasurer • P.O. Box 458, Greeley CO 80632.1400 N 17th Ave, Greeley CO 80631 • (970) 353-3845 ext. 3290 MWAWAI and ,r SSOCIATES Inc architecture and planning 10/28/2016 Elizabeth Csotty St Vrain Sanitary District 11307 Business Park Circle Firestone, Colorado 80504 RE: Collision Brewing SPR16-0011 Vista Commercial Center, Longmont Elizabeth, Pennant to the request of Weld County, the applicant will include the following on the plan submission for the proposed construction. 1. An electronic PDF file of the construction drawings will show the sanitary service lines with a monitoring manhole as well as interior plumbing fixtures. 2. A non-residential waste survey will be completed explaining site activities. 3. IF any pretreament of waste water is required the plans will specify how. 4. The plans will demonstrate the necessary lines to serve the property. 5. Proof ofwater metei/size is attached. 6. A payment will he made of $90 for the review fee and any re -submittal. 7. The contractor will purchase the sanitary sewer connection. Mark Ward Architect cc Kim Ogle 3223 Arapahoe AVG., Suite 220 0- Moulder, Colorado 30303 0 C3D33 442-'12D1 FINAL DRAINAGE REPORT �xr COLLISION BREWERY Lots 6 and 7, Filing 2, Vista Commercial Center Weld County, CO Initial Submittal: Revised Submittal: Prepared for: Squirrel Holdings 11747 Crystal View Lane Longmont, CO 80504 Phone: 303-588-1162 Prepared by: James Blankenship, P.E. JLB Engineering Consultants -743 Pear Court Louisville, Colorado 80027 Phone: 303.604.1634 iim( }lbcivil.com JLB Project Number: 1432 IS -June -2016 Final Drainage Report Collision Brewery at Vista Commercial Center Lots 6 and 7, Block 6, 2"d Filing New Building with Parking Lot and Landscape Located in the Northwest ''A of Section S, Township 2 North, Range 68 West, of the 6"' P.M., County of Weld, State of Colorado TABLE OF CONTENTS ENGINEER'S CERTIFICATION 2 I. GENERAL LOCATION AND DESCRIPTION . 3 II. DRAINAGE BASINS AND SUB -BASINS 4 III. DRAINAGE DESIGN CRITERIA 5 IV. DRAINAGE FACILITY DESIGN 5 V. CONCLUSIONS 6 REFERENCES 6 VI. APPENDIX 7 FIGURES Vicinity map Soils map Flood Insurance Rate Maps CALCULATIONS Runoff Coefficients Time of concentration calculations 10 -Year Runoff 100 -Year Runoff Culvert Charts and Figures STANDARD CHARTS, FIGURES, AND GRAPHS Percentage Imperviousness Values Runoff Coefficients Time — Intensity — Frequency Curves PLANS Drainage Plan Final Drainage Report Collision Brewery Weld County, Colorado June 15, 2016 ENGINEER CERTIFICATION OF DRAINAGE REPORT "1 herby certify that this report for the preliminary drainage design of Collision Brewery on Lots 6 and 7, Block 6, Vista Commercial Center Filing 2 was prepared by me in accordance with the provisions of the Weld County storm drainage criteria for the owners thereof." James L. Blankenship, P.E. Registered Professional Engineer, State of Colorado No. 30736 Egg ile©rang Coasultan s Page FD2 Final Drainage Report Collision Brewery Weld County, Colorado June 15, 2016 I. GENERAL LOCATION AND DESCRIPTION The subject site is part of the Vista Commercial Park, an existing 145 acre subdivision less than four miles east of Longmont, CO. Lot 7 is 1.3 acres and is where most of the site development will occur with the 15L phase. Lot 6 is 1.33 acres and is the parking lot area in the 151 phase, with the potential for future expansion of a parking lot in a later phase. This development is located in the south % of Section 5 and the north '/2 of Section 8, Township 2 North, Range 68 West, of the 6`h Principal Meridian, in Weld County, Colorado. Access to the site is from the south side of Skyway Drive east of the intersection with Sandstone Drive and just west of Dehning Way. The parcel is bordered on the north by Skyway Drive, to the east and west by un-developed lots in the subdivision and to the south by vacant land in the County. Colorado State Highway 119 is north of the project and is the primary access provider to the subdivision. The drainage outfall for the subdivision is through Outlot N where there is an existing regional detention ponds and facilities. Surface runoff reaches the pond through platted Outlots L and M and is conveyed to these Outlots in road side sales. Where the drainage path crosses the roads, there are existing reinforced concrete pipes. These lots are connected by a road side borrow ditch and then a 48" CMP that carries drainage from Outlot Lot J to Lot N and a 36" CMP that conveys drainage from the south side of Vista View Drive to Outlot J. The Outlots and drainage systems are local drainage conveyances. The site is currently undeveloped, and slopes from north down south. There is approximately 4' of drop into the site at 3:1 from the south property line, then the site slopes at an average of 4.3 % to the north property line. The site slopes to an existing roadside borrow ditch running from west to east on the south side of Skyway Drive. The borrow ditch is poorly defined with a relatively flat grade. The borrow ditch continues to Dehning Way where it enters a 24" RCP culvert and continues north toward the regional facilities in the path described above. The soil within the site is identified as Wiley -Colby Complex, which consists of deep, level to gently sloping, well drained silty clay loam formed in eolian deposits. It has a moderately high to high permeability rate and high available water capacity. Surface runoff and erosion hazard are both low. It is classified as hydrologic group B. Refer to. the US Dept. of Agriculture's Soil Conservation Service Soil Survey of Weld County, Colorado, for more details on soil information. Existing vegetation consists of native grasses. The development of the site includes 10,040 square -foot one-story commercial building, with paved parking and drives and landscape internally to the site and buffering the south, east, north and a portion of the west sides. The 151 phase of development introduces much of the parking lot on the east side, however the owner has also designated space for potential future parking lot expansion in a future phase if needed. Access to the site is through three new driveways from Skyway and these driveways will be outfitted with culverts to allow drainage in the borrow ditch. JLE E,fiitgant'€'2 1g, Consull=to Page FD3 Final Drainage Report Collision Brewery Weld County, Colorado June 15, 2016 II. DRAINAGE BASINS & SUB -BASINS The site is situated in a relatively flat area and does not lie within any flood hazard area as shown on the Flood Insurance Rate Map, Community Panel No. 080266: 0850C, dated September 28, 1982, A portion of this map is included in the appendix. The side is not within the 100 -year floodplain of the St. Vrain Creek, Boulder Creek, or any other known creek or river. According to the original drainage report (master report) for the subdivision, which was prepared by Pickett Engineering Company in 1996, the site is part of Phase II, which consists of a 66 acre portion of the subdivision between Weld County Road 3-%2 and Weld County Road 3. According to this master report, runoff from the subdivision will be conveyed in surface swales and culverts to the detention areas. The detention areas are adjacent to and south of State Highway 119. As outlined previously, drainage is conveyed to the ponds via grass -lined swales and pipe culverts located along streets, between lots, and in pedestrian/open-space corridors. Outlot N to the north of this site is part of the detention system for the subdivision and contains the runoff mitigation pond of which this site is tributary. The subdivision drainage report describes the drainage system on these lots as traveling along the south side of the open space landscaping berm in a drainage swale which passes through adjacent lots before entering the detention ponds. More specifically, the runoff will flow east and west to outlots or other roadways, then north to south and again east to west along roadways to Outlot J and then directly to Oulot N. The detention ponds have been designed to operate in series, with one pond draining into the next Therefore, both of these lots are considered detention lots for the subdivision. The development of the site has been split into two Basins that have been described in detail as follows: Basin A contains 3.02 acres and consists of the site and portion of Skyway Drive that flows through the driveway culverts. Basin A is comprised of Sub -basins Al -A7. The Sub -basins are defined by the area that flows into their respective design point (Al -A7) at an inlet or culvert. See the attached Master Drainage Plan for the sub -basin layout. The flow from all of the sub - basins eventually flow toward the northeast corner of the site and continue through existing culverts and borrow ditches to the existing detention ponds along the north side of the development. Basin X contains 2.41 acres and consists of the off -site drainage areas. Sub -basin X1 (0.52 acres) is located on the west side of the site and contributes flow to the driveway culverts. Sub - basin X2 (1.89 acres) and is located south of the site. There is a cut-off berm along the south property line which is supposed to direct flow from the sub -basin away from the site, but it may be possible in extreme events that the site may experience some run-on if the cut-off berm fails/overtops. It is anticipated that any future development on Sub -basin X2 would formally divert the flow away from the site. B Enginetr6.ris Ocort U t m s Page FD4 Final Drainage Report Collision Brewery Weld County, Colorado June 15, 2016 IIL DRAINAGE DESIGN CRITERIA The drainage design of the site is in accordance with the Master Drainage Study for the subdivision. The original master study was conducted in the mid 1990s. Drainage criteria are updated since the master study was conducted, however this proposal follows the Master Drainage Study. The master study did hold the drainage patterns to historic flow patterns, and did utilize regional detention for the entire subdivision. The rational method was utilized to determine peak 10 -year and 100 -year flows associated with the proposed improvements from this site, in accordance with the Weld County Storm Drainage Criteria Addendum. Runoff Coefficients were obtained from the Urban Drainage and Flood Control Districts' Drainage Criteria Manual. Minimization of directly connected impervious areas is utilized where practical. Primarily, whenever possible, surface runoff from hard surfaces is routed through landscape areas before concentrating and discharging from the site. Additionally, the subdivision benefits from the presence of the road side borrow ditches which also provide water quality treatment of runoff The run-off calculations include both the Phase 1 and Phase 2 (future parking on east and south) improvements for the ultimate condition. IV. DRAINAGE FACILITY DESIGN For the developed condition, the overall historic drainage patterns and pathways are generally maintained. The site generated storm water will be conveyed as overland flow with shallow concentration and some piping to the borrow ditch along Skyway Drive. Generally, runoff from the rooftop will discharge into landscape areas and flow overland to the parking lot. Runoff generated in the parking lot will concentrate in curbs or cross pans. A portion of the parking lot and roof drainage will be piped and then the remainder will convey as shallow overland and minor concentrated flow to the borrow ditch along the road. The runoff from the adjacent road and borrow ditch combines with site runoff along the frontage of the site and new culverts are proposed at the driveway access points to convey runoff under the driveways. Once in the borrow ditches, site and tributary runoff is conveyed in facilities provided in the subdivision and stored in regional detention ponds located to the north of the site. The master study that was created by Pickett Engineering did not include a lot specific drainage map therefore it is difficult to determine what run-off was assumed to be generated by this specific development. The soil type for this parcel does correspond to what the USDA SCS Soil Survey map shows for the area, and conservative imperviousness was assumed for commercial/light industrial development during the initial study. The imperviousness value for the site, which has been calculated and is included in Calculations section at the end of this report, is showing that the site has imperviousness values of 48% and 61% for Phase 1 and Phase I & 2, respectively. Both of which are far lower than Urban Drainage's assumed value for commercial development of 80%, or the 88 curve number (CN) for commercial/light industrial that was used throughout the subdivision when the original drainage study was conducted. 'LB Emg2ItegiJg Consulltatts Page FD5 Final Drainage Report Collision Brewery Weld County, Colorado June 15, 2016 The proposed culverts under the driveways are a minimum 15" diameter. The culverts will pass the 10 -year storm and other greater storms under the drive. A portion of the 100 -year storm, with depth less than 6", would overtop the east driveway in the 100 -year storm. There are two 15' wide drainage and utility easements on the site, bounding the north and south property lines, neither of these are utilized for drainage improvements. As noted, there may be a Phase 2 of the project that would expand the parking lot on Lot 6. That area of the parking lot would drain toward the northeast corner of the site and away from these improvements with Phase 1. V. CONCLUSIONS The design of drainage facilities for Vista Commercial Park is in compliance with the Master Drainage Study for the subdivision and the Weld County Storm Drainage addendum. Furthermore, the further development of this site and its proposed drainage facilities minimizes the impact on the surrounding areas due to the low level of imperviousness and relatively small size of the site. Based on the findings of the calculations and comparisons to know data of the original drainage report, it can be assumed that runoff generated by this site during the major storm event is lower than was anticipated when the detention ponds were designed. REFERENCES 1) Drainage Report for Vista Commercial Park (Formerly Richardson/Horizon Limited P.U.D.), Phase I; Pickett Engineering Company; September 3, 1996. 2) Soil Survey of Weld County, Colorado; United States Department of Agriculture Soil Conservation Service; Issued October 1974. { 3) Urban Storm Drainage Criteria Manual, Volumes 1, 2, and 3, Urban Drainage and Flood Control District, June 2001. 4) Weld County Storm Drainage Criteria Addendum to the Urban Storm Drainage Criteria Manuals Volumes 1, 2, and 3; Weld County Public Works Department, October 2006. Ergiitattpkg Coosullin Page FD6 Final Drainage Report Collision Brewery Weld County, Colorado June 15, 2016 VI. APPENDICIES Vicinity Map SCS Soil Map Flood Insurance Rate Map Hydrologic Calculations Hydraulic Calculations Charts and Tables Drainage Plan • I6ICl1giIl etring Co ul2stTil'ty, Page FD7 Final Drainage Report Collision Brewery Weld County, Colorado June 15, 2016 MAPS JLI Eing1nt i g Conottanas Page FD8 USDA United States Department of Agriculture MRCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Weld County, Colorado, Southern Part Collision Brewery June 14, 2016 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/portalf nrcs/main/soils/healthi) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (http:// offices.sc.egov.usda.gov/locatorlapp?agency=nrcs) or your NRCS State Soil Scientist(http://www.nrcs.usda.goviwpsiportal/nrcsidetail/soilsicontactusi? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD), USDA is an equal opportunity provider and employer. Contents Preface 2 Soil Map 5 Soil Map 6 Legend 7 Map Unit Legend 8 Map Unit Descriptions 8 Weld County, Colorado, Southern Part 10 82 —Wiley -Colby complex, 1 to 3 percent slopes 10 83 —Wiley -Colby complex, 3 to 5 percent slopes 11 4 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 5 40° 9'2B"N 40° 9'24" N S P C S Custom Soil Resource Report Soil Map Map Scale: 1:814 if punted on A landscape (11" x 8,5") sheet. 0 10 20 40 0 35 70 Map projecon: Web Mercator Corner coordinates: WG584 Edge hcs: UTM Zone 13N WG584 Meters 60 Feet 140 210 6 497120 497130 497140 497150 497160 497170 497160 497190 497200 497210 497220 497230 497240 497250 497260 497270 497280 497290 C Custom Soil Resource Report MAP LEGEND Area of Interest (AO') Area of Interest (AC') Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation _j_ Rails ray Interstate Highways US Routes Major Roads Local Roads Background ® Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area, A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 14, Sep 22, 2015 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger, Date(s) aerial images were photographed: Mar 16, 2012 —Apr 13, 2012 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boust ar.es may be evident. 7 Custom Soil Resource Report Map Unit Legend Weld County, Colorado, Southern Part {CO618) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 82 83 ' Totals for Area of Interest Wiley -Colby complex, 1 to 3 percent slopes Wiley -Colby complex. 3 to 5 percent slopes 0.2 3.0 3.1 Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If 8 5.2% 94.8% 100.0% Custom Soil Resource Report intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha - Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report Weld County, Colorado, Southern Part 82 —Wiley -Colby complex, 1 to 3 percent slopes Map Unit Setting National map unit symbol: 3643 Elevation: 4,850 to 5,000 feet Mean annual precipitation: 12 to 16 inches Mean annual air temperature.- 48 to 54 degrees F Frost -free period: 135 to 170 days Farmland classification: Prime farmland if irrigated Map Unit Composition Wiley and similar soils: 60 percent Colby and similar soils: 30 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Wiley Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile H9 - 0 to 11 inches: silt loam H2 - 11 to 60 inches: silty clay loam H3 - 60 to 64 inches: silty clay loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile.- 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 11.7 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 4e Hydrologic Sail Group: B Ecological site: Loamy Plains (R067BY002CO) Description of Colby Setting Landform: Plains Down -slope shape: Linear 10 Custom Soil Resource Report Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile Hi - 0 to 7 inches: loam H2 - 7 to 60 inches: silt loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0,57 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of pending: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: High (about 10.6 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (R067BY002CO) Minor Components Heldt Percent of map unit: 4 percent Weld Percent of map unit: 4 percent Keith Percent of map unit: 2 percent 83 —Wiley -Colby complex, 3 to 5 percent slopes Map Unit Setting National map unit symbol: 3644 Elevation: 4,850 to 5,000 feet Mean annual precipitation: 12 to 16 inches Mean annual air temperature: 48 to 54 degrees F Frost -free period. 135 to 170 days Farmland classification: Farmland of statewide importance Map Unit Composition Wiley and similar soils: 55 percent Colby and similar soils: 30 percent Minor components: 15 percent 11 Custom Soil Resource Report Estimates are based on observations, descriptions, and transects of the mapunit. Description of Wiley Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile H1 - 0 to 11 inches: silt loam H2 - 11 to 60 inches: silty clay loam H3 - 60 to 64 inches: silty clay loam Properties and qualities Slope: 3 to 5 percent Depth to restrictive feature.' More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2,00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of pending: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 11.7 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (R067BY002CO) Description of Colby Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile H1 - 0 to 7 inches: loam H2 - 7 to 60 inches: silt loam Properties and qualities Slope: 3 to 5 percent Depth to restrictive feature.' More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent 12 Custom Soil Resource Report Available water storage in profile: High (about 10.6 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (RD67BY002CO) Minor Components Heldt Percent of map unit.' 9 percent Weld Percent of map unit: 6 percent •.� NATIONAL FLOOD INSURANCE PAOCRAM 1 FIRM FLOOD INSURANCE RATE MAP WELD COUNTY, COLORADO UNINCORPORATED AREA PANEL 850 OF 1075 fSEE MAP rspEx FOR PANELS NoT PAINT -FO) COMMUNITY•PANEL NUMBER 080266 0850 C MAP REVISED: SEPTEMBER 28. 1982 federal emergency management agency JR. INC. "A" FRAME This is an official copy of a portion of the above referenced good map it was extracted using F.MIT On -Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block_ For the latest product information about National Flood Insurance Program food maps check the FEMA Flood Map StOre at vwrr.ms0,fema gov Final Drainage Report Collision Brewery Weld County, Colorado June 15, 2016 CALCULATIONS MB Engineering Consultanils Page FD9 JLB Engineering Consultants Runoff Coefficients and Percent Imperviousness Project: Collision Brewery Location: Lots 6 8z. 7, Flg 2, Vista Commercial Weld County, CO Project Number: 1432 Impervious All values presented are taken from the Urban Drainage and Flood Control District DCM Table RO- 3 and RO-5 Site Impervious (ac) (%) Surface Improvement Area 2 5 10 100 I Comments Phase I Site Impervious Irrigation Ditches Historical Analysis Gravel Streets Drives and walks Roofs Lawns, B Soil Avg. Total Area: 0.00 0.00 0.00 1.16 0.23 1.24 100.00 2.00 40.00 90.00 90.00 0.00 2.63 (ac) Surface Improvement Area 0.06 0.16 0.26 0.44 47.65 Avg. % Imperviousness 48 Area % 0.0% 0.0% 0.0% 44.2% 8.8% 47.1% (%) 2 5 10 100 1 Comments Phase 2 1432 RC Irrigation Ditches Historical Analysis Gravel Streets Drives and walks Roofs Lawns, B Soil Avg. Total Area: 0.00 0.00 0.00 1.56 0.23 0.84 100.00 2.00 40.00 90.00 90.00 0.00 2.63 0.06 0.16 0.26 0.44 61.31 Avg. % Imperviousness: 61 Area % 0.0% 0.0% 0.0% 59.4% 8.8% 31.9% 6/16/2016 JLB Engineering Consultants Runoff Coefficients and Percent Imperviousness Project: Collision Brewery Location: Lots 6 & 7, Flg 2, Vista Commercial Weld County, CO Project Number: 1432 Historic Site All values presented are taken from the Urban Drainage and Flood Control District DCM Table RO- 3 and RO-5 Basin (ac) Design Point Surface Improvement Area (%) 2 5 10 100 1 Comments H 1 Irrigation Ditches Historical Analysis Gravel Streets Drives and walks Roofs Lawns, Clayey Soil Avg. Total Area: 0.00 2.63 0.00 0.00 0.00 0.00 Area % 100.00 0.0% 2.00 100.0% 40.00 0.0% 90.00 0.0% 90.00 0.0% 0.00 0.0% 2.63 1 0.06 0.16 0.26 0.44 2.00 Avg. % Imperviousness 1432 RC 6/16/2016 JIB Engineering Consultants Runoff Coefficients and Percent Imperviousness Project: Collision Brewery Location: Lots 6 & 7, Fig 2, Vista Commercial Weld County, CO Project Number: 1432 Developed Site All values presented are taken from the Urban Drainage and Flood Control District DCM Table RO-3 and RO-5 Basin Design Point Surface Improvement Area 2 5 10 100 I Comments Al Al Streets Historical Analysis Permable Pavers Drives and walks Roofs Lawns, B Soil Avg. Total Area: 0.08 0.00 0.00 0.49 0.00 0.25 100.00 2.00 40.00 90.00 90.00 0.00 0.82 Basin Design Point Surface Improvement Area 0.49 0.53 0,57 0.68 64.06 Avg. % Imperviousness 64 Area % 10.1% 0.0% 0.0% 59.9% 0.0% 30.0% 2 5 10 100 I Comments A2 A2 Streets Historical Analysis Perm able Pavers Drives and walks Roofs Lawns, B Soil Avg. Total Area: 0.07 0.00 0.00 0.39 0.04 0.00 100.00 2.00 40.00 90.00 90,00 0.00 0.50 Basin Design Point Surface Improvement Area 0.43 0.47 0.52 0.61 91,02 Avg. % Imperviousness f 91 Area % 8.3% 0.0% 0.0% 47.3% 5.2% 0.2% 2 5 10 100 I Comments A3 A3 Streets Historical Analysis Permable Pavers Drives and walks Roofs Lawns, B Soil Avg. Total Area: 0.09 0.00 0.00 0.26 0.10 0.32 Area % 100.00 11.4% 2.00 0.0% 40.00 0.0% 90.00 31.4% 90.00 12.3% 0.00 38.8% 0.77 0.43 0.47 0.52 0.61 54.07 Avg. % Imperviousness 1432 RCDeveloped Site 6.16/2016 JLB Engineering Consultants Runoff Coefficients and Percent Imperviousness Basin Design Point Surface Improvement Area 2 5 10 100 I Comments A4 A4 Streets Historical Analysis Permable Pavers Drives and walks Roofs Lawns, B Soil Avg. Total Area: 0.00 0.00 0.00 0.22 0.05 0.03 100.00 2.00 40.00 90.00 90.00 0.00 0.30 0.43 0.47 0.52 0.61 82,44 Avg. % Imperviousness 82 Area % 0.0% 0.0% 0.0% 26.9% 6.6% 3.1% Basin Design Point Surface Improvement Area 2 5 10 100 I Comments Developed Site A5 AS Streets Historical Analysis Permable Pavers Drives and walks Roofs Lawns, B Soil Avg. Total Area: 0.00 0.00 0.00 0.21 0.01 0.11 100.00 2.00 40,00 90.00 90.00 0.00 0.33 0.43 0.47 0,52 0.61 60.95 Avg. % Imperviousness 61 Area % 0.0% 0.0% 0.0% 26.0% 1.3% 13.0% Basin Design Point Surface Improvement Area 2 5 10 100 I Comments A6 Ab Streets Historical Analysis Permable Pavers Drives and walks Roofs Lawns, B Soil Avg. Total Area: 0.00 0.00 0.00 0.04 0.01 0.03 100.00 2.00 40.00 90.00 90.00 0.00 0.09 0.43 0.47 0.52 0.61 56.04 Avg. % Imperviousness L 56 Area % 0.0% 0.0% 0.0% 5.5% 1.4% 4.1% 1432 RCDeveloped Site 6/16/2016 JLB Engineering Consultants Runoff Coefficients and Percent Imperviousness Basin Design Point Surface Improvement Area 2 5 10 100 I Comments A7 Area % 100.00 0.0% 2.00 0.0% 40.00 0.0% 90.00 10.0% 90.00 4.3% 0.00 11.3% A7 Streets 0.00 Historical Analysis 0.00 Permable Pavers 0.00 Drives and walks 0.08 Roofs 0.03 Lawns, B Soil 0.09 Avg. 0.43 0.47 0.52 0.61 50.29 Total Area: 0.21 Avg. % Imperviousness 50 Basin Design Point Surface Improvement Area 2 5 10 100 I Comments Xl Area % X1 Streets 0.02 100.00 2.0% Lot 8 (80% Imp) 0.50 80.00 61.4% Avg. Basin Design Point Total Area: 0.52 Surface Improvement Area 0.43 0.47 0,52 0.61 80.62 Avg. % Imperviousness , 81 2 5 10 100 I Comments Developed Site X2 X2 Streets 0.00 Historic Analysis 1.89 1432 RCDeveloped Sise Area % 100.00 0.0% 2.00 230.5% Avg. 0.43 0.47 0.52 0.61 2.00 Total Area: 1.89 Avg. % Imperviousness 2 6/16/2016 STANDARD TIME OF SUBDIVISION CALCULATED BY FORM SF -2 CONCENTRATION Collision Brewery 100 a DATE 1432 JLE Engineering _ 6/16/2015 SUB•BASIN INITIAL/OVERLAND TRAVEL DATA TIME IT) TIME Tc CHECK FINAL REMARKS Tt) (URBANIZED BAS NS) Tc DESIGN POINT BASIN ID (11 AREA Ac (2) C5 12.51 C10 (3) 0100 (41 LENGTH Ft I5) SLOPE % (6) Ti Min (7) LENGTH Ft (SI SLOPE % (9) CONVEYANCE COEFFICIENT Cv VEL. FPS (101 Tt Mm (11) COMP. Tc (12) TOTAL LENGTH (Ft) (13) Tc Min (141 Min 1151 Al Al 082 0.44 0.48 0.58 90 4.0 7.2 250 4.0 15-0 3.0 1.4 8.5 340 11.9 8.5 A2 42 0.50 0.74 0.76 0.82 50 2.0 3.7 195 3.0 20.0 3.5 0.9 4.6 245 11.4 5O A3 A3 0.77 0-37 0 42 0.53 105 4.0 8.5 305 1.3 20.0 2.3 2.2 10-8 410 12.3 10.8 A4 A4 0.30 0.61 0.65 0.72 50 2.0 5.0 70 2.1 20.0 2.9 0.4 5.4 120 10.7 5.4 Al AS 0.33 0.42 0.47 0.57 50 5.0 5.1 70 4.5 20.0 4.2 0.3 5.4 120 10.7 5.4 A6 A6 0.09 0.39 044 055 40 2.0 6.4 35 2.0 20.0 0.8 0.2 6-7 75 10.4 6.7 A7 A7 0.21 0.35 040 0.52 65 15.0 4.5 25 2.0 20.0 2.8 01 4.6 90 10.5 5.0 01 41. 0.52 0.60 0,64 0.71 120 8.0 4.5 190 4 0 20.0 4.0 0.8 5.3 290 11.6 5.3 Assumed developed at 80% Irnpprvipu5 E2 42 1.89 0.09 0.15 0.36 220 4.0 16.3 230 1.0 5.0 0.5 7.7 24.0 430 12_4 12.4 Offsrte Bypass H1 H1 2.63 0.09 0.16 0 36 300 4.3 19.5 510 1.3 15.0 1.7 3.0 22.5 610 13 4 13.4 Historic Site CALCULATED BY DATE CHEC600 BY JLB Engineering STANDARD FORM SF•3 JOB NO. STORM DRAINAGE SYSTEM DESIGN PROJECT (RATIONAL METHOD PROCEDURE) DESIGN STORM 1432 6/15/2016 Callum Brewery !APO, nB 10 -YEAR STREET a ,�.. e 015 ECT RUNOFF TOTAL RUNOFF STREET PIPE TRAVEL TIME - < ..- c 4 0 S Z u i V V a 2 ¢ V F - - - V p o i W F r N �. 2 E c Z — ))=- ..= d Co 4 REM4RR5 (1) 12} 131 (4) IS) (61 i7) (e) (9) 1101 (311 (12) 1131 114} 115) (16) (171 (181 i19) 1201 (21} 97 A7 0.21 0.40 5.0 0_08 5.50 0 45 0.45 0-50 12.00 72.00 3 60 0.33 96 96 0.09 0.44 6.7 004 4.95 0.70 7-0 0.12 4.88 060 0.60 0.50 12.00 93.00 3.60 0.43 95 95 0.33 0.47 5.4 0.16 5.23 0.51 7.4 0.28 4.77 133 0.81 0.50 12.00 61.00 3.60 0.28 94 A4 0.30 0 65 5.4 D.20 5.23 1.02 7.7 0.47 4.71 2.23 2.23 0.50 12.00 132.00 3 60 0-61 To A2 X1 41 0.63 0.04 5.3 0.40 5.23 2.11 7.21 0.50 15.00 50.00 4.10 0.20 A3 A3 0.63 0.42 10 8 0.26 4.10 1.09 10.8 0.67 4 10 7.74 2.74 0.50 15.00 65.00 4.10 7 26 A2 A2 0.50 0.76 50 0.38 5.30 2.01 11.0 1.52 4.06 6.18 5.18 0.50 15.00 70.00 4.00 0.29 Al Al 0.82 0.48 8.5 0.39 4.53 1.78 11.3 1.92 4.02 7.69 7.69 52 02 1.69 0.16 11.4 0 30 3.68 1.17 117 051411 Bypass 61 41 2.63 0.16 13.4 042 3.74 1.57 157 HisIone Site I ) ( CALCULATED BY DOTE CHECKED BY JIB Engineering STANDARD FORM SF.3 J013 NO. STORM DRAINAGE SYSTEM DESIGN PROJECT (RATIONAL METHOD PROCEDURE) DESIGN STORM 1432 6/16/2016 Collision Brewery MPD, 1L8 100, -YEAR STREET d o O AECT RUNOFF TOTAL RUNOFF 574 EET PIPE TRAVEL TIME REMARKS z m a i2 a r u i a f t a v_ - .11 X o c V z - D u yE o - v W 0 ° 2 2 111 21 (31 141 IS1 CO 171 101 III (101 1111 (121 (13) 114) (15( 1161 1171 (181 1191 (20) 1211 87 A7 0 21 0 52 5.00 0.11 8.90 0.97 0.97 050 12.00 72.00 3-50 0 33 86 06 0.09 0.66 6.66 0.05 8.29 641 7o 0.12 8.18 1.30 1.30 050 12-00 93.00 3.60 0.43 AS A5 0.33 0.57 5.38 0-18 8.79 1-65 7.4 0.35 7.99 2.77 1.65 0.50 12-00 01.00 3.60 0.28 A4 04 0.30 072 5-38 0.22 8-71 190 7.7 0.56 7.87 4.43 4.43 0.50 12.00 132.00 3.60 0.61 01 01 0_52 0-71 5-34 0 77 8.79 3.24 3.24 0.50 15.00 50.00 4.10 0-20 A) 83 0.77 053 10.78 0.41 6.86 2.80 10.8 0.78 5.86 5.33 5.33 0.50 15.00 65,00 4.10 0.26 A2 82 0.50 0.82 5.00 0.41 8.80 3.65 11-0 1.75 6.60 11.90 11.90 0.50 15.00 70.00 4.00 0.29 Al 41 0.82 0.58 8.54 0.48 7 52 3.60 11.3 2.23 6.74 15.00 15 00 42 72 189 006 12-39 0.66 8.54 4.45 4.45 DHsile 8yp4ss III H1 297 0.36 17.39 0.95 6.34 6.00 6.00 Nislorit Sae 1 Channel Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. Thursday, Jun 16 2016 12 inch Storm Circular Diameter (ft) Invert Elev (ft) Slope (%) N -Value Calculations Compute by: Known Q (cfs) Elev (ft) 102.00 101.50 101.00 100.50 100.00 99.50 = 1.00 = 100.00 0.50 = 0.013 Known Q = 2.30 Highlighted Depth (ft) O (cfs) Area (soft) Velocity (ft/s) Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) EGL (ft) Section = 0.76 = 2.300 = 0.64 = 3.59 = 2.12 = 0.65 = 0.85 = 0.96 0 2 3 Depth (ft) 2.00 1.50 1.00 0.50 0.00 -0.50 Reach (ft) :., Culvert Report Hydraflow Express Extension for Autodesk® AuloCAD® Civil 3D® by Autodesk, Inc. Thursday, Jun 16 2016 East Drive Culvert Invert Elev Dn (ft) Pipe Length (ft) Slope (%) Invert Elev Up (ft) Rise (in) Shape Span (in) No. Barrels n -Value Culvert Type Culvert Entrance Coeff. K,M,c,Y,k Embankment Top Elevation (ft) Top Width (ft) Crest Width (ft) Elev ftt) 400 '.8 on 4700 45-00 45-G0 4400 4300 0 = 44.50 = 70.00 = 0.50 = 44.85 = 18.0 = Circular = 18.0 = 1 = 0.025 = Circular Culvert = Smooth tapered inlet throat = 0.534, 0,555, 0.0196, 0.9, 0.2 48.00 = 51.00 = 10.00 East Drive Culvert Calculations Qmin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc Dn (ft/s) Vefoc Up (ft/s) HGL Dn (ft) HGL Up (ft) Hw Elev (ft) Hw/D (ft) Flow Regime 5 10 15 Circular Culvert 20 ?5 30 HGL 35 40 45 50 Embank 55 55 70 75 &0 ,15 90 = 6.20 = 6.20 = (dc+D)/2 = 6.20 = 6.20 = 0.00 = 4.00 = 3.51 = 45.73 = 46.69 = 46.92 = 1.38 = Outlet Control H'w Depth ffl) 415 3.15 ntral2 15 React. {tij 115 015 -0 85 - I.55 Culvert Report Hydraflow Express Extension for Autodesk®AutoCAD® Civil 3D® by Autodesk, Inc. Friday, Jun 17 2016 East Drive Culvert - 100 year Invert Elev On (ft) = 44.50 Pipe Length (ft) = 70.00 Slope (%) = 0.50 Invert Elev Up (ft) = 44.85 Rise (in) = 18.0 Shape = Circular Span (in) = 18.0 No. Barrels = 1 n -Value = 0.025 Culvert Type = Circular Culvert Culvert Entrance = Smooth tapered inlet throat Coeff. K,M,c,Y,k = 0.534, 0.555, 0.0196, 0.9, 0.2 Embankment Top Elevation (ft) Top Width (ft) Crest Width (ft) F'ev ifi1 4904 68.00 .17.00 4.59P 590 4100 4300 = 48.00 = 51.00 = 10.00 East Drive Culvert - 100 year 5 0 5 20 5 Ci wn Cel•er1 +1G1 40 45 50 55 53 45 70 75 55 55 9v Embank Calculations Qmin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc On (ft/s) Veloc Up (ftls) HGL Dn (ft) HGL Up (ft) Hw Elev (ft) Hw/D (ft) How Regime = 11.90 = 11.90 = (dc+D)/2 = 11.90 = 9.05 = 2.85 = 5.46 = 5.12 = 45.83 = 47.71 = 48.19 = 2.23 Outlet Control He 045th 19) 475 Reach 151 3.15 2-15 116 1143 1.55 Culvert Report Hydraflow Express Extension for Aulodesk® AutoCAD® Civil 3D® by Autodesk, Inc. Thursday, Jun 16 2016 Middle Drive Culvert Invert Elev Dn (ft) Pipe Length (ft) Slope (%) Invert Elev Up (ft) Rise (in) Shape Span (in) No. Barrels n -Value Culvert Type Culvert Entrance Coeff. K,M,c,Y,k Embankment Top Elevation (ft) Top Width (ft) Crest Width (ft) Elev 111 50.00 4900 48.00 47 00 44.00 41.00 4400 10 15 20 25 3) 35 40 e5 50 55 NJ '0 '5 00 05 C molar CurvM = 45.33 = 65.00 = 0.51 = 45.66 = 15.0 = Circular = 15.0 = 1 = 0.025 = Circular Culvert = Smooth tapered inlet throat = 0.534, 0.555, 0.0196, 0.9, 0.2 = 49.00 = 51.00 = 10.00 Middle Drive Culvert HGL Embank Calculations Qmin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc Dn (ft/s) Veloc Up (ftls) HGL Dn (ft) HGL Up (ft) Hw Elev (ft) Hw/D (ft) Flow Regime = 2,80 = 2.80 = (dc+D)/2 = 2.80 = 2.80 = 0.00 = 2.77 = 2.38 = 46.29 = 46.80 = 46.91 = 1.00 = Outlet Control 434 3.34 234 Cutlat.ontrvy 1'34 004 o 55 024:,101 1.60 Culvert Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. Friday, Jun 17 2016 Middle Drive Culvert - 100 year Invert Elev Dn (ft) Pipe Length (ft) Slope (%) Invert Elev Up (ft) Rise (in) Shape Span (in) No. Barrels ! n -Value Culvert Type q Culvert Entrance Coeff. K,M,c,Y,k Embankment Top Elevation (ft) Top Width (ft) Crest Width (ft) C. al or Cu w HGL embanl = 45.33 = 65.00 = 0.51 = 45.66 = 15.0 = Circular = 15.0 = 1 = 0.025 = Circular Culvert = Smooth tapered inlet throat = 0.534, 0.555, 0.0196, 0.9, 0.2 = 49.00 = 51.00 = 10.00 Middle Drive Cu1veG - 140 year Calculations Qmin (cfs) = 5.33 Qmax (cfs) = 5.33 Tailwater Elev (ft) _ (dc+D)/2 Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc Dn (ft/s) Veloc Up (ft/s) HGL Dn (ft) HGL Up (ft) Hw Elev (ft) Hw/D (ft) Flow Regime = 5.33 = 5.33 = 0.00 = 4.69 = 4.34 = 46.42 = 48.03 = 48.38 = 2.18 = Outlet Control Hw Deom Rev:. Arts +7s ass Final Drainage Report Collision Brewery Weld County, Colorado June 15, 2016 STANDARD CHARTS, FIGURES, AND GRAPHS JLIB agineering Consul.Mta Page FD 10 DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF Table RO.3—Recommended Percentage Imperviousness Values Land Use or Surface Characteristics Percentage Imperviousness Business: Commercial areas 95 Neighborhood areas 85 Residential: Single-family * Multi -unit (detached) 60 Multi -unit (attached) 75 Half -acre lot or larger * Apartments 80 Industrial: Light areas 80 Heavy areas 90 Parks, cemeteries 5 Playgrounds 10 Schools 50 Railroad yard areas 15 Undeveloped Areas: Historic flow analysis 2 Greenbelts, agricultural 2 Off -site flow analysis (when land use not defined) 45 Streets: Paved 100 Gravel (packed) 40 Drive and walks 90 Roofs 90 Lawns, sandy soil 0 Lawns, clayey soil 0 * See Figures RO-3 through RO-5 for percentage imperviousness. C4 = KA ± (1.3 1i 3 —1.44i 2 ± 1.135i — 0.12) for CA ≥ 0, otherwise CA= 0 (RO-6) Ccn = Ka) + 0.85813 — 0.786i2 + 0.774i + 0.04) (RO-7) Cd = (CA + Cc )/2 2007-01 RO-9 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V. 1) Table RO-5— Runoff Coefficients, C RUNOFF Percentage Imperviousness Type C and D NRCS Hydrologic Soil Groups 2-yr 5-yr 7 10-yr 25-yr 50-yr 0.44 100-yr 0.50 0% 0.04 0.15 0.25 0.37 5% 0.08 0.18 0.28 0.39 0.46 0.52 10% 0.11 0.21 0.30 0.41 0.47 0.53 15% 0.14 0.24 0.32 0.43 0.49 0.54 20% 0.17 0.26 0.34 0.44 0.50 0.55 25% 0.20 0.28 0.36 0.46 0.51 0.56 30% 0.22 0.30 0.38 0.47 0.52 0.57 35% 0.25 0.33 0.40 0.48 0.53 0.57 - 40% 0.28 0.35 0.42 0.50 0.54 0.58 45% 0.31 0.37 0.44 0.51 0.55 0.59 50% 0.34 0.40 0.46 0.53 0.57 0.60 55% 0.37 0.43 0.48 0.55 0.58 0.62 60% 0.41 0.46 0.51 0.57 0.60 0.63 65% 0.45 0.49 0.54 0.59 0.62 0.65 70% 0.49 0.53 0.57 0.62 0.65 0.68 75% 0.54 0.58 0.62 0.66 0.68 0.71 80% 0.60 0.63 0.66 0.70 0.72 0.74 85% 0.66 0.68 0.71 0.75 0.77 0.79 90% 0.73 0.75 0.77 0.80 0.82 0.83 95% 0.80 0.82 0.84 0.87 0.88 0.89 100% 0.89 0.90 0.92 0.94 0.95 0.96 TYPE B NRCS HYDROLOGIC SOILS GROUP 0% 0.02 0.08 0.15 0.25 0.30 0.35 5% 0.04 0.10 0.19 0.28 0.33 0.38 10% 0.06 0.14 0.22 0.31 0.36 0.40 15% 0.08 0.17 0.25 0.33 0.38 0.42 20% 0.12 0.20 0.27 0.35 0.40 0.44 25% 0.15 0.22 0.30 0.37 0.41 0.46 30% 0.18 0.25 0.32 0.39 0.43 0.47 35% 0.20 0.27 0.34 0.41 0.44 0.48 40% 0.23 0.30 0.36 0.42 0.46 0.50 45% 0.26 0.32 0.38 0.44 0.48 0.51 50% 0.29 0.35 0.40 0.46 0.49 0.52 55% 0.33 0.38 0.43 0.48 0.51 0.54 60% 0.37 0.41 0.46 0.51 0.54 0.56 65% 0.41 0.45 0.49 0.54 0.57 0.59 70% 0.45 0.49 0.53 0.58 0.60 0.62 75% 0.51 0.54 0.58 0.62 0.64 0.66 80% 0.57 0.59 0.63 0.66 0.68 0.70 85% 0.63 0.66 0.69 0.72 0.73 0.75 90% 0.71 0.73 0.75 0.78 0.80 0.81 95% 0.79 0.81 0.83 0.85 0.87 0.88 100% 0.89 0.90 0.92 0.94 0.95 0.96 2007-01 RO-11 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V. 1) RAINFALL Rainfall Intensity (inches per hour) 10 s 8 7 6 5 4 3 2 a 100-yr rainfall = 2.6 inch . . It l \ \ \ D. \ ' ti 10-yr rainfall = 1.55 inch 1y ` N...„. S 2-yr rainfall = 0.95 inch -_ -------_, - - - 0 10 20 30 Time (minutes) 40 50 Figure RA -15 —Rainfall intensity -Duration Curves 60 Rev. 01/2004 RA -27 Urban Drainage and Flood Control District Final Drainage Report Collision Brewery Weld County, Colorado June 15, 2016 PLANS JJLB EltIginetrhig Consultant' Page FD 11 7 sK wAr. • uc 9.:AS 9_ a__5rr.,, ^9 NC - s Knewwh:1•9 below. Call before youuig. DRAINAGe PLAN LEGEND .. m a .r.9.s: cx-aK J? PI �!m: 114.1tt 1..S4 5,.9.M RJrRFF 1ae9E 7 • ea,.C.::K 5o rJ.t e L y S W'nar"ao Ix, . i 5:5rC, 7..r.,9- tneF�4 Cri T.r 1] MT .-n rq-.t eta. %. ac9.wYB Ens:;NEER'S S'.oTF:!E\T r 11.1$ R e`�c.,,Awo-._A� ,AS .99.9Cpe�9-. uC Ic9 ornER NE•0i0ss1.:E rn,_E ,}E e.. R1 e„(5 05 .tCnv=. SC _M..]: .EC 5'F9[C c:yia5 c:.E Exc SOON ] boss N 4O •n OLD ENGINEERING CONSULTANTS NEONc AIM V LI- ,r I Gr.,.."fe h 9. wY 1, ple 1,11 ,tO! SHEET MDP 10/28/2016 1R ancf 1S OC1 ` E h Narchitectur.e grad �erenar�st LuAnn Penfold Fire Marshal 3561 North Stagecoach Road ,Unit 200 Longmont Co 80504 RE: Collision Brewing SPR16-0011 Vista Commercial Center LuAnn Persuant to the request of Weld County, the applicant will include the following in the plan submission for the proposed construction. 1. The building will be protected with an automatic fire sprinkler system in accordance with appendix B of the fire code, the fire flow for the building is 1,500 gallons per mnute measured at a pressure of 20 pounds per square inch. 2. Fire apparatus access to the building will be designed roads p unds 3. Construction plans and the al site plan will be submittedwith a includingcodeanalyort so00 finthe gross square footage, construction type and occupancy classification for approval prior to permits being issued /0I 00 0 gitrf 0:4T. Y Mark Ward Architect cc Kim Ogle 3223 Arapahoe Ave., Safe 220 e Boulder, Colorado 80303 u (2O33 442-12O1 STANDARD CONSTRUCTION NOTES SEE SHEET 2. RIGHT OF WAY PERMIT REQUIRED CONTRACTOR SHALL OBTAIN A RIGHT OF WAY PERMIT FROM WELD COUNTY. FOR BIDDING PURPOSES, CONTRACTOR SHALL ASSUME TRAFFIC CONTROL IS REQUIRED IN PUBLIC STRETS AND INCLUDES ADVANCE WARNING SIGNS PER MUTCD FOR SHOULDER WORK. CONTRACTOR SHALL ALSO ASSUME THE REMOVAL AND REPLACEMENT OF PAVEMENTS, CURBS GUTTER PANS AND OTHER IMPROVEMENTS IN KIND TO EXISTING. PRIVATE ENGINEERS NOTE REGARDING EXISTING UTILITIES EXISTING UTILITIES ARE DEPICTED BASED ON FIELD EVIDENCE, MAPS PROVIDED BY OTHERS, LOCATES BY PRIVATE LOCATERS, LOCATES BY THE UTILITY OWNER AND OTHER OBTAINED EVIDENCE. THIS PLAN DOES NOT GURANTEE THE LOCATIONS OR TYPES OF EXISTING UTILITIES, YET SIMPLY LOCATES THEM IN ACCORDANCE WITH THE EVIDENCE LISTED ABOVE. BENCHMARK NAVD 88 DATUM BASED ON GPS OBSERVATION. LOCAL BENCHMARK CONTROL SHOW ON PLANS. BASIS OF BEARING NOT PROVIDED, CONTACT SURVEYOR OF RECORD FOR INFORMATION. CONTROL POINT A GPS DERIVED ELEVATION WAS ESTABLISHED AT AN ONSITE BENCHMARK AT THE NORTHWEST CORNER OF LOT 7, BEING A #5 REBAR WITH AND ELEVATION OF 494.32 FEET. A CHECK SHOT, 0.2±, WAS TAKEN ON CITY OF LONGMONT POINT #54, BEING A BRASS CAP SET IN CONCRETE LOCATED 0.4 MILES FORM SITE, WITH A PUBLISHED ELEVATION OF 4899.65 FEET (NAVOBB). NO DIFFERENTIAL LEVELING WAS PERFORMED TO ESTABLISH THIS ELEVATION. LEGEND OF ABBREVIATIONS ITEM ABBREVIATION ITEM ABBREVIATION ITEM ABBREVIATION REMOVE REM ALGEBRAIC 'JIFF. A.D. LOW POINT LP REPLACE REPL BEGIN VERT CURVE ELEV BVCE MAXIMUM MAX EXISTING EX END VERT CURVE ELEV EVCE MINIMUM MIN WATER W CABLE TELEVISION CAN PROPERTY CORNER PC SANITARY SEWER SS COLO DEPT OF TRANS CDOT PROOPOSED PROP STORM SEWER ST CORRUGATED METAL PIPE CMP POLYVINYL CHLORIDE PVC FIBER OPTICS FO DUCTILE IRON PIPE DIP POINT OF VERT INTERSECT PVI GAS G ELEVATION EL OR ELEV INVERT INV STEEL STL FLARE END SECTION FES REINF CONCRETE PIPE RCP OVER HEAD OVH FINISH GRADE FG RIGHT OF WAY ROW ELECTRIC E FOOT FT STATION STA OVER HEAD LINE OL FIRE HYDRANT FH THRUST BLOCK TB ON CENTER OC FLOW LINE FL TOP OF PIPE TOP UNLESS OTHERWISE NOTED UON GATE VALVE GV TOP OF SLOPE TOS NOT TO SCALE NTS HIGH POINT HP BOTTOM OF SLOPE 80S CONTROL POINT CP INCHES IN TYPICAL TYP FIBER OPTIC F0 INSIDE DIAMETER ID UNDERDRAIN UD WATER VALVE WV EDGE OF ASPHALT EOA AMER WATER WORKS ASSN AWWA MANHOLE MH EASEMENT ESMT TOP BACK OF CURB TBC DOWNSPOUT DS END VERT CURVE ELEV EVCE EDGE OF GRAVEL EOG CONCRETE CONC END VERT CURVE STA EVCS RIGHT RT MECHANICAL MECH LEFT LT POWER POLE PP UTILITY EASEMENT UE ACCESS EASEMENT AE TOP OF WALL TW DRAINAGE EASEMENT DE CROWN TRANSITION CT BOTTOM OF WALL BW LONGMONT POWER/COMM LPC LPC CROSSING LPCX CENTERLINE CL VICINITY MAP CONSTRUCTION PLANS SITE WORK 1436 SKYWAY DRIVE, LONGMONT, CO 80504 LOTS 6 AND 7, VISTA COMMERCIAL CENTER FILING 2 COUNTY OF WELD STATE OF COLORADO MAY 30, 2016 LOCATED IN THE NORTHWEST 1/4 OF SECTION 8 TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO Know what's below. Call before you dig. ® CONTRACTOR TO POTHOLE TO DETERMINE LOCATION AND DEPTH. WHEN CONNECTING TO EXISTING LINES, VERIFY SIZE AND MATERIAL OF PIPE. CONTRACTOR TO COMPLETE ALL POTHOLES PRIOR TO STARTING CONSTRUCTION AND PROVIDE A REPORT TO THE ENGINEER ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 303.604.1 634 jim@jlbcivil.com DRAWING INDEX NO. ID SHEET TITLE 1 CVR COVER SHEET 2 NOTES NOTES AND SPECIFICATIONS 3 SITE SITE PLAN 4 ECP EROSION CONTROL PLAN 5 MDP MASTER DRAINAGE PLAN 6 PGP PRECISE GRADING PLAN 7 MUP MASTER UTILITY PLAN 8 UP UTILITY PROFILES 9 DET1 EROSION CONTROL DETAILS 10 DET2 EROSION CONTROL DETAILS 11 DET3 SITE WORK DETAILS 12 DET4 SITE WORK DETAILS 13 DET5 SITE WORK DETAILS 14 DET5 SEWER DETAILS 15 DET6 WATER DETAILS APPROX. SCALE 1"=2000' LEGEND OF SYMBOLS ITEM EXISTING PROPOSED ITEM EXISTING PROPOSED CONTROL POINT XCP WATER SERVICE (3/4") CORNER WATER MAIN .,SECTION BOLLARD/STL POST 0 IRRIGATION SERVICE UTILITY METER 0 SANITARY SEWER MAIN OVH LIGHT POLE g SEWER SERVICE (4") FIRE HYDRANT CONTOUR (1' INT) -- ----- 3307--.--------5301 UTILITY MANHOLE 0 0 CONTOUR (5' INT) ""'-3300---../----...5300...... FENCE —CHAIN LINK DRAINAGE INLET x [o il L ro L---_1 --_J WATER MAIN THRUST BLOCK I* W SEWER MAIN GATE VALVE (WATER) N 9 ELECTRIC - OVERHEAD OTHER VALVE (WATER) 0 0 OL ELECTRIC - UG BLOW OFF (WATER) ►O° E FIBER OPTICS F FITTING (WATER) I - I - GAS - NATURAL SIGN G STORM DRAIN _ B BOUNDARY LINE _ JOINT CP LOT LINE 11111111 JOINT - A 100-YR F.P. (EXISTING) - - JOINT - E 100-YR F.P. (PROPOSED) CURB AND GUTTER IIIIIII FEMA F.P. EDGE OF ASPHALT - - EDGE OF CONCRETE PROJECT CONTACTS OWNER/AGENT: CIVIL ENGINEER: CODE 3 ASSOCIATES, INC. 1530 SKYWAY DRIVE LONGMONT, CO 80504 JLB ENGINEERING CONSULTANTS JAMES BLANKENSHIP, PE 743 PEAR COURT LOUISVILLE, COLORADO 80027 303-604-1634 SURVEYOR: COUNTY: FLATIRONS, INC. 3825 IRIS AVE., SUITE 395 BOULDER, CO 80301 303-443-7001 WELD COUNTY COLORADO DAVID BAUER, PE 1111 H STREET GREELEY, CO 80632 970-304-6496 GAS AND ELECTRIC: PHONE: XCEL ENERGY LORI DOWELL 303-245-2206 303-807-7836 CENTURY LINK PEGGY ABEYTA 303-451-2098 CABLE TV: PROJECT ARCHITECT: COMCAST KEVIN YOU 720-281-8666 MARK WARD WARD AND ASSOCIATES 4141 ARAPAHOE AVENUE BOULER, CO 80303 303-443-5355 WATER: SEWER: LEFT HAND WATER DISTRICT JOSH COOK, PE PO BOX 210 NIWOT, CO 80544-0210 303-530-4200 ST. VRAIN SAN/TATION DISTRICT ROB FLECK 11307 BUSINESS PARK CIRCLE FIRESTONE, CO 80504 303.776.9570 BY: DATE: BY: DATE: BY: DATE: APPROVED FOR CONSTRUCTION WELD COUNTY APPROVED FOR CONSTRUCTION ST. VRAIN SANITATION DISTRICT APPROVED FOR CONSTRUCTION LEFT HAND WATER DISTRICT COVER SHEET NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO W cL O REVISION/ISSUE co w O Design JLB Drawn JOSS Checked JLB Checked JLB Date MAY 30, 2016 Jab No. 1432 0— 1432.1 SHEET CVR 1 OF 15 SHEETS 11 J 1 PROPOSED BUILDING F.F.E.: 4952.00 1:.%"'M .x,' f�? fs4-+��:ri F� �ti ^ sF i '. � INITIAL AND -INTERIM r, trA BMP SYMBOL 4/ NOTES Know what's below. Call before you dig. SILT FENCE CONCRETE WASHOUT AREA LIMITS OF CONSTRUCTION EROSION CONTROL BLANKET VEHICLE TRACKING CONTROL STABILIZED STAGING AREA WATTLES INLET PROTECTION SEEDING AND MULCHING AREA OUTSIDE OF CONSTRUCTION 1.) TOTAL AREA OF CONSTRUCTION IS APPROXIMATELY 2.86 ACRES. 2.) PROJECT BENCHMARK: A GPS DERIVED ELEVATION WAS ESTABLISHED AT AN ONSITE BENCHMARK AT THE NORTHWEST CORNER OF LOT 7, BEING A #5 REBAR WITH AND ELEVATION OF 494.32 FEET. A CHECK SHOT, 0.2±, WAS TAKEN ON CITY OF LONGMONT POINT #54, BEING A BRASS CAP SET IN CONCRETE LOCATED 0.4 MILES FORM SITE, WITH A PUBLISHED ELEVATION OF 4899.65 FEET (NAVD88). NO DIFFERENTIAL LEVELING WAS PERFORMED TO ESTABLISH THIS ELEVATION. 3.) BASIS OF BEARINGS: NOT PROVIDED, CONTACT SURVEYOR OF RECORD FOR INFORMATION. 4.) SEE CONSTRUCTION PLANS FOR DETAILS OF PERMANENT DRAINAGE AND SURFACE IMPROVEMENTS. LEGEND OF SYMBOLS 5743 5740 „`� EXISTING CONTOUR (1' INTERVAL) INTERIM GESC NOTES: EXISTING EDGE OF ASPHALT 1.) SHADED BMPS WERE INSTALLED IN INITIAL STAGE AND SHALL BE LEFT IN PLACE IN INTERIM STAGE UNLESS OTHERWISE NOTED. 2.) ALL INTERIM EROSION AND SEDIMENT CONTROL BMPS INCLUDING DRILL SEEDING AND CRIMP MULCHING OF DISTURBED AREAS, MUST BE INSTALLED, INSPECTED, AND APPROVED BY THE COUNTY PRIOR TO THE ISSUANCE OF A RIGHT-OF-WAY USE AND CONSTRUCTION PERMIT FOR THE PURPOSE OF PAVING OR INSTALLATION OF CURB AND GUTTER. 3.) SEE CONSTRUCTION PLANS FOR DETAILS OF PERMANENT DRAINAGE FACILITIES SUCH AS DETENTION FACILITIES, WATER QUALITY FACILITIES, CULVERTS, STORM DRAINS, AND OUTLET PROTECTION. 1 "= 20' 20 0 20 EA HWORK U,.ARY: CUT: FILL: NET: 40 CY CY CY ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 303.604.1634 jim@jlbcivil.com U) O z w Z CO — ci)0 Z O U EROSION CONTROL PLAN NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO Lii 0 REVISION/ISSUE >co - © JLB ENGINEERING CONSULTANTS Design JLB Drawn DSS Checked JLB Checked 18 Date MAY 30, 2016 Job No. 1432 0— 14,32.1 SHEET ECP scale feet 4 OF 15 SHEETS Stockpile Management (SP) MM -2 r SILT FENCE (SEE SF DETAIL FOR INSTALLATION REQUIREMENTS) STOCKPILE PROTECTION PLAN MAXIMUM a - T SILT FENCE (SEE SF DETAIL FOR INSTALLATION REQUIREMENTS) i SECTION A SP- 1. STOCKPILE PROTECTION STOCKPILE PROTECTION INSTALLATION NOTES I. SEE PLAN VIEW FOR: -LOCATION OF STOCKPILES. -TYPE OF STOCKPILE PROTECTION. 2. INSTALL PERIMETER CONTROLS IN ACCORDANCE WITH THEIR RESPECTIVE DESIGN DETAILS. SILT FENCE IS SHOWN IN THE STOCKPILE PROTECTION DETAILS; HOWEVER, OTHER TYPES OF PERIMETER CONTROLS INCLUDING SEDIMENT CONTROL LOGS OR ROCK SOCKS MAY BE SUITABLE IN SOME CIRCUMSTANCES. CONSIDERATIONS FOR DETERMINING THE APPROPRIATE TYPE OF PERIMETER CONTROL FOR A STOCKPILE INCLUDE WHETHER THE STOCKPILE IS LOCATED ON A PERVIOUS OR IMPERVIOUS SURFACE, THE RELATIVE HEIGHTS OF THE PERIMETER CONTROL AND STOCKPILE, THE ABIUTY OF THE PERIMETER CONTROL TO CONTAIN THE STOCKPILE WITHOUT FAILING IN THE EVENT THAT MATERIAL FROM THE STOCKPILE SHIFTS OR SLUMPS AGAINST THE PERIMETER. AND OTHER FACTORS. 3. STABILIZE THE STOCKPILE SURFACE WITH SURFACE ROUGHENING, TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS, OR SOIL BINDERS. SOILS STOCKPILED FOR AN EXTENDED PERIOD (TYPICALLY FOR MORE THAN 60 DAYS) SHOULD BE SEEDED AND MULCHED WITH A TEMPORARY GRASS COVER ONCE THE STOCKPILE IS PLACED (TYPICALLY WITHIN 14 DAYS). USE OF MULCH ONLY OR A SOIL BINDER IS ACCEPTABLE IF' THE STOCKPILE WILL BE IN PLACE FOR A MORE LIMITED TIME PERIOD (TYPICALLY 30-60 DAYS). 4. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE, WHERE OTHER DOWNGRADIENT CONTROLS, INCLUDING PERIMETER CONTROL ARE IN PLACE, STOCKPILE PERIMETER CONTROLS MAY NOT BE REQUIRED, November 2010 Urban Drainage and Flood Control District SP -3 Urban Storm Drainage Criteria Manual Volume 3 MM -2 Stockpile Management (SM) STOOKPII F PROTFl:T1flN MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION, MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. STOCKPILE PROTECTf9.N_ MAINTENANCE NOTES 4. IF PERIMETER PROTECTION MUST BE MOVED TO ACCESS SOIL STOCKPILE. REPLACE PERIMETER CONTROLS BY THE END OF THE WORKDAY. 5. STOCKPILE PERIMETER CONTROLS CAN BE REMOVED ONCE ALL THE MATERIAL FROM THE STOCKPILE HAS BEEN USED, (DETAILS ADAPTED FROM PAMCER, COLORADO, NOT MIAMI IN A OO% LLEE : MANY JURISDICTIONS HAVE EMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. SP -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Stabilized Staging Area (SSA) SM-6 CONSTRUCTION SITE ACCESS STABILIZED CONSTRUCTION ENTRANCE (SEE DETAILS VTC-1 TO VTC-3) CONSTRUCTION TRAILERS 3" MIN. THICKNESS GRANULAR MATERIAL SILT FENCE OR CONSTRUCTION FENCING AS NEEDED EXISTING ROADWAY SSA -1. STABILIZED STAGING AREA STABIUZED STAGING AREA INSTALLATION NOTES 1. SEE PLAN VIEW FOR -LOCATION OF STAGING AREA(S). -CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA W1TH APPROVAL FROM THE LOCAL JURISDICTION. 2. STABIUZED STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE. OVERSIZING RESULTS IN A LARGER AREA TO STABILIZE FOLLOWING CONSTRUCTION, 3. STAGING AREA SHALL BE STABIUZED PRIOR TO OTHER OPERATIONS ON THE SITE. 4. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM 3' THICK GRANULAR MATERIAL. 5. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. #703, PASHTO ;3 COARSE AGGREGATE OR 6" (MINUS) ROCK. 6. ADDITIONAL PERIMETER BMPs MAY BE REQUIRED INCLUDING BUT NOT UNITED TO SILT FENCE AND CONSTRUCTION FENCING. STABILIZED STAGING AREA MAINTENANCE NOTES, I. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY' MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMP5 HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED. November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SSA -3 SM-6 Stabilized Staging Area (SSA) STABil i7FR STARING: ARFA MAJNTFNANIEF NOTE' 5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING, STORAGE, AND UNLOADING/LOADING OPERATIONS. 6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED BY THE LOCAL JURISDICTION, USED ON SITE, AND THE AREA COVERED WITH TOPSOIL SEEDED AND MULCHED OR OTHERWISE STABIUZED IN A MANNER APPROVED BY LOCAL JURISDICTION. NOTE MANY MUNICIPALITIES PROHIBIT THE USE OF RECYCLED CONCRETE AS GRANULAR MATERIAL FOR STABILIZED STAGING AREAS DUE TO DIFFICULTIES WITH RE-ESTABLISHMENT OF VEGETATION IN AREAS WHERE RECYCLED CONCRETE WAS PLACED. NOTE, MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS A➢,WPED FROM DOUGLAS COUNTY. COLORADO. NOT AVAILABLE IN AUTOCAD) SSA -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 EKNEERINC CONISULLVITS ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 303.604.1634 jim@jlbcivil.com Vehicle Tracking Control (VTC) SM-4 SIDEWALK OR OTHER PAVED SURFACE PUBLIC ROADWAY INSTALL ROCK FLUSH WITH OR BELOW TOP OF PAVEMENT 50 FOOT (MIN.) 20 FOOT (WIDTH CAN BE LESS IF CONST. VEHICLES ARE PHYSICALLY CONFINED ON BOTH SIDES) 9" (MIN.) UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, USE CDOT SECT. 1703, AASHTG #3 COARSE AGGREGATE OR 6" MINUS ROCK NON -WOVEN GEOTEXT1LE FABRIC BETWEEN SOIL AND ROCK UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION. USE CDOT SECT. #703, AASHTO 03 COARSE AGGREGATE OR 6" MINUS ROCK 9" (MIN.) T NON -WOVEN GEOTEXTILE FABRIC COMPACTED SUBGRADE SECTION A VTC-1. AGGREGATE VEHICLE TRACKING CONTROL November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 VTC-3 SM-4 Vehicle Tracking Control (VTC) STABIUZED CONSTRUCTION ENTRANCE/EM INSTALLATION NOTEE, 1. SEE PLAN VIEW FOR - LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S). - TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, CONSTRUCTION MAT OR TRM). 2. CONSTRUCTION MAT OR TRU STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. 3. A STABIUZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. 4. STABIUZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 5. A NON -WOVEN GEOTEXT1LE FABRIC SHALL BE PLACED UNDER THE STABIUZED CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. 1703, A4SHTO #3 COARSE AGGREGATE OR B" (MINUS) ROCK, STABILIZED CONSTRUCTION ENTRANCE/EXIT MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2, FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPUED OR REGRADED AS NECESSARY TO THE STABIUZED ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND AT THE END OF THE DAY BY SHOVEUNG OR SWEEPING. SEDIMENT MAY NOT BE WASHED DOWN STORM SEWER DRAINS. I QIE1 MANY JURISDICTIONS HAVE BLIP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS AIIAPTED FROM I I Y OF BRoOMF1ELO. COLORADO. NOT AVAILABLE IN AVOCADO VTC-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 O z I..l-I w 11-7_ O co co O U EROSION CONTROL DETAILS NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO REVISION/ISSUE ›- co LLI 1- 0 ENGINEERING CONSULTANTS CO J Design JLB Drawn DSS Checked JLB Checked JL8 Dole MAY 30, 2016 Job No. 1432 0- 1432.1 SHEET DET2 10 OF 15 SHEETS ! E , 10!1 TAPER r 49so 6\ I BEGIN E}1$55IALT CURO.16 T T LOT 8 -- --- 4949. --r --- EX. E.O.A. N MATCH E.O.A. • CONCRETE -CHANNEL W= 3t \ <-4.07 + 0.98 0.95 — -OsJ X17 0.13 FC) °CON 2ETE \ • PATIO , - -2.94 , -2-227 , -1.85 -1.96 +0.11 0.06 0.2s +-0.81 1 WALL N \ I 0.0 495, 0 1295:, +.1 - 4954 4955. • '4957- .. - 4960 - r — 4962- v8 HA5 'RE:7 DET.� • V V V SKYWAY DRIVE (80' R.O.W.) i V V TR-ASkl_EN.CLO.SURE_ - ____ RE: DET3 4964 - -4963 -I I -i L_...- _L .28 0.46 - "'- - 10` i"�APER� _73 025 0.26 0.3 0.58 1 +-0A9 \ 0.05 Q.02 ROLLED ASPHALT EDGE/CURB RE: T -4945 ` [ I +-0.05 A. 0.05 __+_0-11 } 0.14 0.32 0.38 0.25 , 0;39 ! 0. 10.26 0 43 i �'t-� 1-, i� �3 �0 .19 _ I 1 AREA: 6 9 0.58 x's 0.11 -0.18 07 0.90 �.r fUTUR PARKING r.r 18,986.10 SQ. FT. FUTURE PARKING 1 EX. E.O.A. _4945_ 4949 49.55. • - 4956' - _-_ - ••••-- 4960 - - - - ----- - 4963 - - Know what's below. Call before you dig. NOTES 1) ALL CURB & CUTTER IS COMBINATION 6" VERT. WITH 2' PAN. 2) ALL SPOT ELEVATIONS ARE FLOWLINE UNLESS NOTED OTHERWISE. 3) ALL AREAS TO BE RE -SEEDED OR LANDSCAPED (L/S). 41\ 1 20' 20 0 20 40 scale feet ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 303.604.1634 jim@jlbcivil.com co } c o o iza C o co Of� Z Q PRECISE GRADING PLAN NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO LO O IZ O REVISION/ISSUE r m LiU O © JLB ENGINEERING CONSULTANTS Design JIB Prawn DSS Checked JIB Checked JLB Date MAY 30, 2016 Job No. 1432 D— 142.1 SHEET PGP 6 OF 15 SHEETS 1 1 J . $5 A SS SS S5 SS SS SS $5 SS 50'-15" CMP W/ FES • 0.50% W INV: 4946.75 E INV: 4946.50 \ A7' 'Igriumrte X10 A% 55 4948 CUT OFF BERM & DITCH JUST SOUTH OF SOUTH PROPERTY LINE SS SS PROPOSED BUILDING BASED ON FLOOR PLAN PROVIDED BY CLIENT ------------------------____________ - 1(9 SS SS S5 INLET 2 TYPE 13 RIM: 4950.90 INV: XX. SS 5S S5 5S Ns SS 65'-15" CMP W/ FES O 0.50% W INV: 4945.66 E INV: 4945.33 55 INLET 3 TYPE 13 RIM: 4950.15 INV: XX SKYWAY DRIVE (80' R.O.W.) 5S STMH 1 _ SHALLOW 4' DIAM. RIM: 4950.82 -.INV: XX SS SS 2) ALL SPOT ELEVATIONS ARE FLOWLINE UNLESS NOTED OTHERWISE 1) 55 5S _ SS SS 5S Z 70'-18" CMP W/ FES • 0.50% W INV: 4944.85 E INV: 4944.50 ALL CURB & GUTTER IS COMBINATION 6 VERT. WITH 2' PAN 3) ALL AREAS TO BE RE -SEEDED OR LANDSCAPED (L/S) SS SS SS SS SS w w � f f c —4944- 49y> 49g6 4949 .4 • �9sff. S Know what's below. Cali before you dig. DRAINAGE PLAN LEGEND BASIN BOUNDARY m I - PROPOSED CONTOURS (1') (EX.) (PROP.) STORM DRAIN/CULVERT DESIGN POINT MAJOR SITE DRAINAGE BASIN FLOW DIRECTION 5800 5800 INLET BASIN SUMMARY RUNOFF TABLE DESIGN POINT BASIN ID Q-10 (CFS) O-100 (CFS) Al Al 1.78 3.60 A2 A2 2.01 3.65 A3 A3 1.09 2.80 A4 A4 1.02 1.90 A5 A5 0.81 1.65 A6 A6 0.20 0.41 A7 A7 0.45 0.97 X1 X1 2.11 3.24 X2 X2 1.17 4.45 Hi H1 1.57 6.00 FLOW FROM BASIN X1 IS TRIBUTARY TO DRIVEWAY CULVERT. FOR DESIGN PURPOSES, PEAK FLOW TO CULVERT IS ESTIMATED BY ADDITION OF FLOWS FROM THIS BASIN. FLOW FROM BASIN X2 IS DIVERTED AWAY FROM THE SITE BY A CUT OFF BERM. IN MOST STORM EVENTS, RUN-OFF FROM BASIN X2 WILL NOT FLOW ONTO THE SITE. BUT IN EXTREME EVENTS, IT'S POSSIBLE TO HAVE FLOW FROM BASIN X2 FLOW ACROSS THE SITE. ENGINEER'S STATEMENT THIS DRAINAGE PLAN FOR LOTS 6 & 7, FILING 2, VISTA COMMERCIAL PARK WAS PREPARED BY ME (OR UNDER MY DIRECT SUPERVISION) IN ACCORANCE WITH THE REQUIREMENTS OF WELD COUNTY. JAMES LEE BLANKENSHIP, P.E. 4956 COLORADO REGISTERED PROFESSIONAL ENGINEER --- NO. 30736 -4956- 1 1 A\ 1"- 20' 20 0 20 40 ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 303.604.1634 jim@jlbcivil.com (/) O Z O W Z co 0 -0 n ..J 0) O Z 0 U MASTER DRAINAGE PLAN NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO J 0 REVISION/ISSUE >- m LJ Q JLB ENGINEERING CONSULTANTS Design JLB Drawn AIPD Checked 1,9 Checked 18 Date MAY 30, 2016 Job No. 1432 0— 1432.1 SHEET MDP scale feet 5 OF 15 SHEETS SS LOT 8 W SS 5S ER SS ---------- EX. SSMH /INV.: 4936.34 (E) INV.: BLOCKED (W) 55 55 55 5$ 5$ w ---41 NEX. G.V. EX. E.O.A. - - STORM SEWER 8 +10 5+20 5+30 5+ 50.00 L.P. "-18"1 CMP- 55 n w W -I U) U) ss SS NNINV.: 4936.33 (EST.) SVC. INV.: 4937.33 (EST.) SS W W ' EX. 4" SERVICE PER RECORD DRAWINGS SS E E E E E E 4 U) w 16.89 10' SENOTl17 L.F. N 4" SDR,-35___-,---' SAMPLEIMH RIM: 4950.33��p INV_: 4939.08 9.74 L.F. 4" SDR-35 0 2.D% - STA. 8+26.63 INSTALL 4" WYE INSTALL 4" 11-1/4' ELBOW INV.: 4939.27 —47+ a) CONNECT TO EXISTING INV.: 4938.74 (EST.) W SS SS '7,77 1" CORP STOP INSTALL FIRE LINE CUT -IN TEE 6" G.V. (S) W/ THRUST BLOCK - 5S SS w ASPHALT PATCH STORM SEWER C +10 6+20 6+30 6+'I 6+50 SS SS W W EX. G.V. f -177 1 66.41 L.F 9+25 IN -LINE PEDESTRIAN RAMP /SDR-35 2j0% 9+50 42.11 L.F. — 4" SDR-35 SANITARY ® 7.5% co SEWER A CONCRETE PATIO FIREPIT CONCRETE CHANNEL RETAINING WALL SANITARY SEWER B TH STA. 8+68.74 BUILDING CONNECT INV.: 4942.43 RE: PLUMBING FIREPIT CONCRETE PATIO CONCRETE DRIVE 6.77 L.F. ti 4" SDR-35 ® 2.0% STA. 10+47.07 INSTALL 4" 90' ELBOW INV.: 4945.82 STA. 10+68.28 BUILDING CONNECT INV.: 4946.24 RE: MEP , 21.21 L.F. 4" SDR-35/ 2.0% PROPOSED BUILDING F.F.E.: 4952.00 " CHASE 8" CHASE u7 n —+ rn r c.) 10' [O 0 Lo ED N 0 WATER CONNECT RE: PLUMBING SEE NOTE 16 FIRE CONNECT RE: SPRINKLER PLANS TH ,1 a+50 N8" CHASE STA. 1+01.48 INSTALL TYPE 13 INLET x71.86 L.F. ti 12" Pr 1+25 1+50 1 STA. 1+76.30 INSTALL TYPE 13 INLET 26.38 L.F U J 0 U 223.27 L.F. EX. GAS _ G (NOTcMARKED) EX. E.O.A. 55 EX. S/S ss W 55 EX. W/L W EX. E.O.A. SKYWAY DRIVE (80' R.O.W.) SS c W SS W SS W 55 W 55 STORM SEWER D 10 7+20 7+30 7+40 7+50 7 I I o 23.75' L� 6" CL350 PVC 1 59.70 L.F- 12" PVC 2+00 2+2 0 OD N STA. 9+66.41 INSTALL 4" - 90' ELBOW W/ C.O. ROLL ELBOW INV.: 4940.60 STORM u') M STA. 10+35.88 EWER A 1 INSTALL SAND/OIL INTERCEPTOR ROLL ELBOW INV. OUT: 4945.48(N) INV. IN: 4945.68(S) INSTALL __," TYPE K WA TER SER' ICE L= '30.99 L F. STA. k3+36.52 INSTALL TYP 13 INL "T 61.04 L.F. ST/L INSTALL 6" 90' BEND W/ THRUST BLOCK ASPHALT PAVING (TYPICAL) STA. 2+72.5 INSTALL TYP a 13 INL T 70.00 L.F. r 15" CMP r-' TRASH ENCLOSURE FUTURE PARKING I 15' EASEMENT END CURB/GUTTER BEGIN ASPHALT CURB SS W 55 -w - EX. G.V. 55 w 15' EASEMENT ROLLED ASPHALT EDGE/CURB -- 1 FUTURE PARKING -N F 10:1 TAPER FUTURE PARKING I SS LOT 5 20 WHERE THIS SYMBOL OCCURS, CONTRACTOR TO POTHOLE EXISTING UTILITY(S) AND DETERMINE LOCATION, DEPTH, CONDITION, TYPE OF UTILITY, ANY SPECIAL CONDITIONS AND REPORT TO THE ENGINEER PRIOR TO STARTING ANY WORK ON THE SITE. LEGEND OF SYMBOLS Know what's below. Cali before you dig. EXISTING W E c ovr T PROPERTY LINE EASEMENT EDGE OF ASPHALT EDGE OF CONCRETE WATER SANITARY ELECTRIC GAS OVERHEAD ELEC TELEPHONE DRAIN PIPE (SOLID) PROPOSED VALVE METER FIRE HYD. EASEMENT ABBREVIATIONS LINE ABBREVIATIONS UTILITY GENERAL ACCESS EMERGENCY ACCESS DRAINAGE UTILITY PLAN NOTES U.E. A.E. E.A.E. D.E. FIRE LINE WATER SERVICE SANITARY SERVICE BOTTOM OF BOTTOM FLANGE BOLT F W 5S BFB 1.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA (CURRENT EDITION), AS WELL AS LEFT HAND WATER DISTRICT STANDARDS & SPECIFICATIONS (CURRENT EDITION) AND THE ST. VRAIN SANITATION DISTRICT CONSTRUCTION STANDARDS. 2.) ALL TRENCHES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF WELD COUNTY, LEFT HAND WATER DISTRICT AND ST. VRAIN SANITATION DISTRICT. 3.) ALL SANITARY SEWER SERVICES SHALL BE IN ACCORDANCE WITH ST. VRAIN SANITATION DISTRICT REQUIREMENTS. 4.) ALL CONNECTIONS TO EXISTING UTILITIES SHALL INCLUDE THE APPROPRIATE CONNECTION DEVICE, INCLUDING WATER MAIN TAPS OR CUTTING IN TEES. 5.) SERVICE DISRUPTIONS TO EXISTING USERS SHALL BE KEPT TO A MINIMUM AT ALL TIMES. APPROPRIATE OUTAGE POSTINGS SHALL BE PREPARED AND DELIVERED TO AFFECTED PROPERTY OWNERS PRIOR TO ENGAGING AND OUTAGE FOR CONNECTIONS. 6.) ALL NEW UTILITY SERVICES AND METERS SHALL BE UNDERGROUND AND IN EASEMENTS OR PUBLIC RIGHTS OF WAY. 7.) POTABLE WATER IS PROVIDED BY LEFT HAND WATER DISTRICT. SANITARY SEWER IS PROVIDED BY ST. VRAIN SANITATION DISTRICT. 8.) GAS AND ELECTRIC SERVICE IS PROVIDED BY XCEL ENERGY. 9_) CABLE TELEVISION IS PROVIDED BY COMCAST. 10.) TELEPHONE SERVICE IS PROVIDED BY CENTURY LINK. 11.) THE BUILDINGS INCLUDE A FIRE SPRINKLER SYSTEM THAT WILL BE DESIGNED AS PART OF THE BUILDING DESIGN. 12.) WATER METER PITS, CURB STOPS AND CORPORATION STOPS SHALL BE LOCATED PER THE LEFT HAND WATER DISTRICT STANDARD DETAILS. 13.) ALL SERVICE TAPS BY LEFT HAND WATER DISTRICT AND ST. VRAIN SANITATION DISTRICT UNLESS OTHERWISE APPROVED. 14.) ALL WATER AND FIRE SERVICE LINES ARE 90' AT THE MAIN UNLESS OTHERWISE NOTED. ALL WATER SERVICES ARE REQUIRED TO BE INSTALLED AT THE MINIMUM DEPTH OF 5' WITH MINOR VARIATIONS ALLOWED TO BE GREATER THAN 5' TO OVERCOME GRADE BREAKS AND SURFACE GROUND LEVEL CHANGES. AT THE SEWER CROSSING, THE WATER LINE MUST BE AT THE 5' DEPTH, MAXIMUM ADDITONAL COVER IS 6". 15.) CONTRACTOR SHALL VERIFY THE SIZE OF THE EXISTING 8" WATER LINE IN SKYWAY DRIVE BY POTHOLING, PRIOR TO ORDERING ANY WATER CONNECTION COMPONENTS AND PIPE OR BEGINNING CONSTRUCTION. CORRECT COMPONENT AND PIPE SHALL BE PROVIDED BASED ON THE POTHOLE DATA. 16.) SAND/OIL IS SHOWN FOR REFERENCE ONLY. FINAL DETAILS PER M/E/P PLANS. CONTACT ENGINEER FOR UPDATED PLAN SHOWING LINE SIZES, SLOPES, DIMENSIONS WHEN SAND/OIL SIZE AND REQUIREMENTS ARE FINALIZED AND APPROVED. 17.) CONTRACTOR TO EXPOSE 10' OF EXISTING SEWER SERVICE AND VERIFY SLOPE BY MEASURING ALONG TOP OF PIPE. IF DIFFERENT THAN LISTED BY MORE THAN 0.5%, ADJUSTMENT TO THE PROPOSED SERVICE SLOPE WILL BE NECESSARY. CAREFULLY RE -BED PIPE WITH SERVICE EXTENSION. 18.) INTERIOR METER AND BACKFLOW DEVICE REQUIRED. TRAFFIC CONTROL CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER MUTCD FOR ALL WORK. PROVIDE TRAFFIC CONTROL PLANS TO THE WELD COUNTY FOR APPROVAL PRIOR TO CONSTRUCTION. ADJUST VALVES AND MANHOLE RIMS ADJUST ALL VALVES AND MANHOLE RIMS, BOTH EXISTING AND PROPOSED, TO THE FINAL GRADE OF THE FINISH SURFACE OF ASPHALT. ASPHALT PATCH COORDINATION ANY ASPHALT PATCH SHALL MATCH SURFACE ELEVATIONS OF EXISTING ASPHALT. ASPHALT PATCHES ARE NOT SHOWN AND SHALL BE COORDINATED WITH THE CITY INSPECTION AND BE [N ACCORDANCE WITH CITY REQUIREMENTS. 1"= 20' 0 20 40 ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 303.604.1634 jim@jlbcivil.com 90 REG/ 30736 -i- cc 5/30/2016. MASTER UTILITY PLAN NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO w 0 0 REVISION/ISSUE w 0 Design JLB Drawn DSS Checked JLB Checked JLB Date MAY 3Q 2016 Job No. 1432 D— 1432.1 SHEET MUP scale feet 7 OF 15 SHEETS GENERAL CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST "DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS" BY WELD COUNTY. WHERE WORK IS NOT COVERED BY THOSE SPECIFICATIONS OR PLANS, REFER TO THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, COLORADO DEPARTMENT OF TRANSPORTATION, WATER STANDARDS ARE PER THE LEFT HAND WATER DISTRICT AND SEWER STANDARDS PER THE ST VRAIN SANITATION DISTRICT. 2. THE OWNER SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE COUNTY AND UTILITY DISTRICTS AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. THOSE IN ATTENDANCE SHALL INCLUDE THE OWNER, THEIR ENGINEER, THE COUNTY AND DISTRICT STAFF, REPRESENTATIVES OF THE CONTRACTORS AND OTHER AFFECTED AGENCIES. 3. EXCEPT WHERE OTHERWISE PROVIDED FOR IN THESE PLANS AND SPECIFICATIONS, THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE COLORADO DEPARTMENT OF TRANSPORTATION M & S STANDARDS, LATEST EDITION, SHALL APPLY. 4. THE CONTRACTOR SHALL PROVIDE INGRESS AND EGRESS TO PRIVATE PROPERTY ADJACENT TO THE PROJECT THROUGHOUT THE PERIOD OF CONSTRUCTION. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL OBTAIN A WRITTEN AGREEMENT FROM THE PROPERTY OWNERS IMPACTED BY THIS ACCESS. UPON REQUEST, THE CONTRACTOR SHALL PROVIDE A COPY OF THESE WRITTEN AGREEMENTS TO THE COUNTY. AN ACCESS PERMIT IS REQUIRED FROM THE COUNTY. 5. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE COUNTY AND DISTRICTS. THE COUNTY RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO COUNTY STANDARDS AND SPECIFICATIONS_ REQUEST FOR INSPECTION BY THE COUNTY OR DISTRICTS SHALL BE MADE BY THE CONTRACTOR AT LEAST FORTY-EIGHT (48) HOURS BEFORE THE SERVICE THEREOF WILL BE REQUIRED. 6. A WATER TRUCK, IF CALLED FOR BY THE INSPECTOR, WILL BE PROVIDED BY THE CONTRACTOR TO KEEP DUST fN CHECK. 7. UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION ARE APPROXIMATE ONLY. THEY HAVE BEEN LOCATED FROM FIELD INVESTIGATION AND THE BEST AVAILABLE UTILITY RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION AND REPAIR OF ALL UTILITIES ENCOUNTERED DURING CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL CONTACT ALL RESPECTIVE UTILITIES AND HAVE ALL UTILITIES FIELD LOCATED PRIOR TO CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING STRUCTURES AND UTILITIES SHOWN ON THE DRAWINGS, TO ASCERTAIN WHETHER ANY STRUCTURES AND UTILITIES MAY EXIST, AND TO REPAIR OR REPLACE ANY STRUCTURES AND UTILITIES THAT MIGHT BE DAMAGED. IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE SOILS ENGINEER AND THE DESIGN CIVIL ENGINEER PRIOR TO PROCEEDING. 8. THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH THE AFFECTED UTILITY COMPANIES AND SHALL NOTIFY THE UTILITY NOTIFICATION CENTER, PHONE NUMBER 1-800-922-1987, FORTY-EIGHT (48) HOURS PRIOR TO THE START OF CONSTRUCTION. 9. CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES ONE (1) SIGNED AND STAMPED BY THE DESIGN ENGINEER, COPY OF PLANS ACCEPTED BY THE TOWN OF FREDERICK. THE TOWN OF FREDERICK, THROUGH ACCEPTANCE OF THIS DOCUMENT, ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS AND/OR ACCURACY OF THIS DOCUMENT. THE OWNER AND ENGINEER UNDERSTAND THAT THE RESPONSIBILITY FOR THE ENGINEERING ADEQUACY OF THE FACILITIES DEPICTED IN THIS DOCUMENT LIES SOLELY WITH THE REGISTERED PROFESSIONAL ENGINEER WHOSE STAMP AND SIGNATURE ARE AFFIXED TO THIS DOCUMENT. REPORT ALL DISCREPANCIES TO THE DESIGN ENGINEER IMMEDIATELY. 10. CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE SPECIFICATIONS AND PERMITS NECESSARY TO PERFORM THE PROPOSED WORK BEFORE THE WORK BEGINS. 11. AS -BUILT DRAWINGS AND A CD OF ELECTRONIC FILES, AS REQUIRED IN SECTION 0100 OF THE TOWN'S SPECIFICATIONS, ARE TO BE SUBMITTED BY THE CONTRACTOR PRIOR TO SUBSTANTIAL COMPLETION/CONSTRUCTION ACCEPTANCE OF THE CONSTRUCTION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ANY EXISTING SIGNS, STRUCTURES, FENCES, ETC., ENCOUNTERED ON THE JOB AND RESTORING THEM TO THEIR ORIGINAL CONDITION. 13. THE CONTRACTOR IS RESPONSIBLE FOR: A. NOTIFYING THE COUNTY, UTILITY DISTRICTS, UTILITY CUSTOMERS OF POTENTIAL SERVICE OUTAGES, AND COORDINATE WITH THE COUNTY AND DISTRICTS FOR DETERMINATION OF MINIMUM TIME REQUIREMENT. B. NOTIFYING THE COUNTY AND UTILITY DISTRICTS FORTY-EIGHT (48) HOURS IN ADVANCE FOR OBSERVATIONS OF WORK IN PROGRESS. OBSERVATION AND ON -SITE VISITS ARE NOT TO BE CONSTRUED AS A GUARANTEE OF ACCEPTANCE OF WORK OF THE CONTRACTORS' CONTRACTUAL COMMITMENT. IF WORK IS SUSPENDED FOR ANY PERIOD OF TIME AFTER INITIAL START-UP,THE CONTRACTOR SHALL NOTIFY THE COUNTY AND DISTRICTS FORTY-EIGHT (48) HOURS PRIOR TO RESTART. C. NOTIFYING THE FIRE PROTECTION DISTRICT OF ALL STREET CLOSURES AND EXISTING FIRE HYDRANTS TAKEN OUT OF SERVICE FOR AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO THE START OF CONSTRUCTION. 14. PRIOR TO INSTALLATION OF UTILITY MAINS, ROAD CONSTRUCTION MUST HAVE PROGRESSED TO AT LEAST THE "SUB -GRADE" STAGE. THE CONTRACTOR WILL ADJUST ALL VALVE BOXES AND FIRE HYDRANTS TO THE FINAL FINISHED GRADE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION OF ANY PORTION OF THIS PROJECT. A CONSTRUCTION DEWATERING PERMIT MUST BE OBTAINED FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT (CDPHE). GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF NEITHER EXISTING STREET NOR EROSION OF ABUTTING PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THESE PLANS. THE USE OF ANY SANITARY SEWER TO DISPOSE OF TRENCH WATER WILL NOT BE PERMITTED. NO CONCRETE SHALL BE PLACED WHERE GROUNDWATER IS VISIBLE OR UNTIL THE GROUNDWATER TABLE HAS BEEN LOWERED BELOW THE PROPOSED IMPROVEMENTS. ANY UNSTABLE AREAS, AS A RESULT OF GROUNDWATER, ENCOUNTERED DURING THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHALL BE STABILIZED AS AGREED UPON BY THE CONTRACTOR, THE TOWN OF FREDERICK, AND THE DESIGN ENGINEER AT THE TIME OF THE OCCURRENCE. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AND/OR MAINTAIN ALL EXISTING DRAINAGE PATTERNS AT ALL TIMES WITHIN THE CONSTRUCTION AREAS. 16. THE DESIGN ENGINEER SHOULD BE CONTRACTED TO ASSIST WITH RESOLUTION OF CONSTRUCTION PROBLEMS WITH THE COUNTY OR DISTRICTS DUE TO CHANGED CONDITIONS ENCOUNTERED BY THE CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK. IF, IN THE OPINION OF THE COUNTY OR DISTRICTS, PROPOSED ALTERATIONS TO THE SIGNED CONSTRUCTION PLANS INVOLVES SIGNIFICANT CHANGES TO THE CHARACTER OF THE WORK, OR TO THE FUTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENTS, THE DESIGN ENGINEER SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANS FOR REVIEW, PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT PORTION OF THE WORK. 17. DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THE .CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE TOWN OF FREDERICK OR THE ENGINEER SHALL BE RESPONSIBLE FOR THE SAFETY OR ADEQUACY OF ANY EQUIPMENT, BUILDING COMPONENTS, SCAFFOLDING, FORMS OR OTHER WORK AIDS USED IN OR ABOUT THE PROJECT, OR IN THE SUPERINTENDING OF THE SAME. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE DESIGN ENGINEER OR THE TOWN. THE TOWN OF FREDERICK ENGINEERING STAFF, OR ANY CONTRACTED ENGINEERS, ARE NOT RESPONSIBLE FOR SAFETY IN, ON OR ABOUT THE PROJECT SITE, OR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY REGULATIONS RELATING THERETO. 18. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL PROCEED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. 19. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK. 20. EACH TYPE OF CONSTRUCTION SHALL BE COMPLETED BY A CONTRACTOR THAT HAS DEMONSTRATED ACCEPTABLE QUALIFICATIONS TO THE COUNTY OR DISTRICTS. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION. ALL TRAFFIC CONTROLS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) LATEST EDITION. 22. ALL BACKFILL SHALL CONFORM TO THE TRENCH DETAIL. 23. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY CONSTRUCTION DEBRIS OR MUD TRACKED ONTO EXISTING ROADWAYS. THE CONTRACTOR SHALL REPAIR ANY EXCAVATION OR PAVEMENT FAILURES CAUSED BY HIS CONSTRUCTION. 24. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS, WHICH HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED DURING HIS OPERATION. RENEWAL OF PAVEMENT STRIPING AND MARKING SHALL BE DONE IN CONFORMANCE WITH COUNTY STANDARDS. 25. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY MEASURE NECESSARY TO COMPLY WITH ANY STATE, COUNTY OR TOWN DUST CONTROL ORDINANCE. CONSTRUCTION VEHICLES SHALL USE TRUCK ROUTES DESIGNATED BY THE COUNTY. 26. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE PROPER FUNCTIONING OF THE IMPROVEMENTS FOR A MINIMUM OF TWO (2) YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION/ CONSTRUCTION ACCEPTANCE OF THE IMPROVEMENTS. ANY FAILURE DURING THIS PERIOD OF GUARANTEE SHALL BE REMEDIED BY THE CONTRACTOR TO THE SATISFACTION OF THE THE COUNTY OR THE DISTRICTS AT NO EXPENSE TO THE COUNTY OR THE D/STRICTS. 27. THE DESIGN NGINEER MAY PERFORM SUFFICIENT INSPECTIONS AND SURVEYS DURING GRADING AND CONSTRUCTION SO THAT HE MAY RENDER AN OPINION VERIFIED IN WRITING AS TO COMPLIANCE WITH THE PLANS AND CODES WITHIN HIS PURVIEW. 28. THE SOILS ENGINEER SHALL PERFORM SUFFICIENT INSPECTIONS DURING GRADING AND CONSTRUCTION SO THAT HE MAY RENDER AN OPINION VERIFIED IN WRITING AS TO COMPLIANCE WITH THE PLANS AND CODES WITHIN HIS PURVIEW. GRADING NOTES 1. NO GRADING SHALL COMMENCE WITHOUT OBTAINING A GRADING AND STORMWATER QUALITY PERMIT. A PREGRADE MEETING AT THE SITE MAY BE REQUIRED BEFORE THE START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, COUNTY ENGINEERING STAFF, AND UTILITY COMPANY REPRESENTATIVES. A FORTY-EIGHT (48) HOUR NOTICE IS REQUIRED. 2. ALL CONSTRUCTION ACTIVITIES THAT DISTURBS ONE OR MORE ACRES OF LAND, AS WELL AS ACTIVITIES THAT DISTURB LESS THAN ONE ACRE OF LAND, BUT IS PART OF A LARGER COMMON PLAN OF DEVELOPMENT, MUST COMPLY WITH BOTH LOCAL AND STATE REGULATIONS REGARDING STORMWATER DRAINAGE ON CONSTRUCTION SITES. OWNERS OR CONTRACTORS MUST OBTAIN A COLORADO STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES, FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT (CDPHE). THE COUNTY DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR IMPLIMENTING OR FOLLOWING THE STORMWATER MANAGEMENT PLAN. A. MAINTAIN A COPY OF THE SWMP ONSITE AT ALL TIMES. THE APPROVED SWMP MUST BE MAINTAINED AND MADE AVAILABLE TO ALL INSPECTORS UPON REQUEST. B. INSTALL AND MAINTAIN EROSION, SEDIMENT, AND MATERIALS MANAGEMENT CONTROL BMPS AS SPECIFIED IN THE SWMP. C. INSPECT ALL BMPS AT LEAST EVERY FOURTEEN (14) DAYS AND WITHIN TWENTY FOUR (24) HOURS AFTER ANY PRECIPITATION OR SNOWMELT EVENT THAT CAUSES SURFACE RUNOFF. D. MAINTAIN INSPECTION AND MAINTENANCE RECORDS OF BMPS ONSITE WITH THE SWMP. E. THE OPERATOR SHALL AMEND THE PLAN WHENEVER THERE IS A SIGNIFICANT CHANGE IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE, WHICH HAS A SIGNIFICANT EFFECT ON THE POTENTIAL FOR DISCHARGE OF POLLUTANTS TO THE RECEIVING WATERS, OR IF THE SWMP PROVES TO BE INEFFECTIVE IN ACHIEVING THE GENERAL OBJECTIVES OF CONTROLLING POLLUTANTS IN STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. F. INSTALLATION AND MAINTENANCE OF BMPS SHALL BE SUPERVISED BY PERSONNEL CERTIFIED IN EROSION AND SEDIMENT CONTROL. 3. ALL SITE GRADING (EXCAVATION, EMBANKMENT, AND COMPACTION) SHALL CONFORM TO THE RECOMMENDATIONS OF THE LATEST SOILS INVESTIGATION FOR THIS PROPERTY AND SHALL FURTHER BE IN CONFORMANCE WITH THE COUNTY "DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS ", LATEST EDITION. 4. ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, INSPECTED AND TESTED BY A LICENSED SOILS ENGINEER, ALL TEST RESULT SHALL BE SUBMITTED TO THE COUNTY ENGINEERING STAFF. 5. CONTOURS AND SPOT ELEVATIONS SHOWN ARE ONLY CONTROLS AND THE PROFILES THEY FORM SHALL BE SMOOTH AND CONTINUOUS. 6. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATION AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AVOID ANY DAMAGE TO EXISTING FOLIAGE THAT LIES IN THE PROJECT AREA UNLESS DESIGNATED FOR REMOVAL AND SHALL BE LIABLE FOR SUCH DAMAGE AT HIS/HER EXPENSE. 7. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGATATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS. 8. TEMPORARY VEGETATION SHALL BE INSTALLED ON ALL DISTURBED AREAS WHERE PERMANENT SURFACE IMPROVEMENTS ARE NOT SCHEDULED FOR IMMEDIATE INSTALLATION. SEEDING WILL BE DONE ACROSS THE SLOPE FOLLOWING THE CONTOURS. VEGETATION SHALL BE A VIGOROUS, DROUGHT TOLERANT NATIVE SPECIES MIX. PROJECT SCHEDULING SHOULD TAKE ADVANTAGE OF SPRING OR FALL PLANTING SEASONS FOR NATURAL GERMINATION. SEEDED AREAS SHALL BE IRRIGATED IF CONDITIONS SO MERIT. 9. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND -CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES R T MOWNER/DEVELOPER H M TO C EA E PROBLEMS, THE SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTY. ADJ CE PRO E TY. 10. ANY SETTLEMENT OR SOIL ACCUMULATION BEYOND THE PROPERTY LIMITS DUE TO GRADING OR EROSION SHALL BE REPAIRED BY THE CON TRACTOR IMMEDIATELY. 11. NO GRAD/NG SHALL TAKE PLACE IN DELINEATED FLOOD HAZARD AREAS UNTIL THE FINAL DRAINAGE PLAN HAS BEEN APPROVED AND ALL APPROPRIATE PERMITS HAVE BEEN OBTAINED_ 12. TEMPORARY SILT FENCES SHALL BE INSTALLED ALONG ALL BOUNDARIES OF THE CONSTRUCTION LIMITS AS SHOWN ON THE APPROVED EROSION CONTROL PLAN. IN ADDITION, THE COUNTY MAY REQUIRE AN ADDITIONAL TEMPORARY SILT FENCE IF FIELD CONDITIONS SO MERIT THEM. 13. THE OWNER/DEVELOPER SHALL PROVIDE ANY ADDITIONAL DUST ABATEMENT AND EROSION CONTROL MEASURES DEEMED NECESSARY BY THE COUNTY SHOULD CONDITIONS MERIT THEM. 14. DURING CONSTRUCTION THE FILL AREAS WILL BE WETTED FOR COMPACTION AND THE HAUL ROUTES AND CUT AREAS WILL BE MAINTAINED WITH WATER TO REDUCE WIND EROSION. 15. FILL SLOPES SHALL BE COMPACTED BY MEANS OF SHEEPSFOOT COMPACTOR OR OTHER SUITABLE EQUIPMENT. COMPACTING SHALL CONTINUE UNTIL SLOPES ARE STABLE AND THERE IS NOT AN APPRECIABLE AMOUNT OF LOOSE SOIL ON THE SLOPES. 16. TEMPORARY CUT/FILL SLOPES SHALL NOT BE STEEPER THAN 2:1 (2H:1 V). PERMANENT SLOPES SHALL NOT BE STEEOER THAN 4:1 (4H:1 V) IN AREAS TO BE SEEDED OR SODDED. 17. DEPTH OF MOISTURE -DENSITY CONTROL SHALL BE FULL DEPTH FOR ALL AREAS OF FILL AND SIX (6) INCHES FOR ALL OTHER AREAS, EXCEPT THAT IN AREAS WHERE STRUCTURES ARE TO BE BUILT, MOISTURE -DENSITY CONTROL SHALL BE TWELVE (12) INCHES OR AS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER. 18. OUTLET SIDES OF ALL PIPES SHALL BE GRADED TO DRAIN AND SHALL HAVE SUFFICIENT EROSION PROTECTION. 19. THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE COUNTY ENGINEERING STAFF WHEN THE GRADING OPERATION IS READY FOR EACH OF THE FOLLOWING INSPECTIONS: A. INITIAL INSPECTION WHEN THE PERMITTEE IS READY TO BEGIN WORK, BUT NOT LESS THAN TWO (2) DAYS BEFORE ANY GRADING OR GRUBBING IS STARTED. B. COUNTY INSPECTION AFTER THE NATURAL GROUND OR BEDROCK IS EXPOSED AND PREPARED TO RECEIVE FILL, BUT BEFORE FILL IS PLACED. C. EXCAVATION INSPECTION AFTER THE EXCAVATION IS STARTED BUT BEFORE THE VERTICAL DEPTH OF THE EXCAVATION EXCEEDS TEN (10) FEET. D. FILL INSPECTION AFTER THE FILL PLACEMENT IS STARTED, BUT BEFORE THE FILL EXCEEDS TEN (10) FEET. E. DRAINAGE DEVICE INSPECTION AFTER FORMING OF TERRACE DRAINS, DOWNDRAINS, OR AFTER PLACEMENT OF PIPE BUT BEFORE ANY CONCRETE OR FILL MATERIAL IS PLACED. F. FINAL INSPECTION WHEN ALL WORK INCLUDING INSTALLATION OF ALL DRAINAGE STRUCTURES AND OTHER PROTECTIVE DEVICES HAS BEEN COMPLETED AND THE AS -GRADED PLAN, PROFESSIONAL VERIFICATIONS AND REQUIRED REPORTS HAVE BEEN SUBMITTED. 20. SOILS IN THE AREA OF THE PROPOSED STRUCTURE SHALL BE CUT TO THE PROPOSED GRADE, AND THE SURFACE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF ONE (1) FOOT, MOISTURE CONDITIONED AND PROOF ROLLED TO A MINIMUM OF 95% RELATIVE COMPACTION, UNLESS OTHERWISE PROVIDED FOR IN THE SOILS REPORT. 21. AREAS OF CONTINUOUS FOOTINGS SHALL BE UNDERCUT AND COMPACTED TO 95% RELATIVE COMPACTION AT A DEPTH EQUAL TO THE WIDTH OF THE FOOTING, UNLESS OTHERWISE PROVIDED FOR IN THE SOILS REPORT. PAVEMENT AND SUBGRADE 1.) CONCRETE, AGGREGATE BASE AND ASPHALTIC MIX DESIGN SHALL BE SUBMITTED BY THE SUPPL/ER AND APPROVED IN WRITING BY THE OWNER PRIOR TO ANY ROAD CONSTRUCTION. MATERIALS SHALL BE IN CONFORMANCE WITH TOWN STANDARDS. OTHER MATERIAL REQUIREMENTS ARE ON THE DETAIL SHEETS. 2.) ALL STREET SIGNS SHALL BE ORDERED AND PLACED BY THE CONTRACTOR, UNLESS OTHERWISE SPECIFIED BY TOWN. 3.) ALL ASPHALT SHALL BE GRADE S AND/OR SX IN CONFORMANCE WITH COOT. FINAL PAVEMENT SECTION SHALL BE COORDINATED WITH THE TOWN. PROVIDE A MIX DESIGN FOR APPROVAL PRIOR TO CONSTRUCTION. ASPHALT BINDER SHALL BE AASHTO MP -1, PG 64-22. PRIME COAT WHERE SPECIFIED SHALL BE USED PRIOR TO PAVING (CSS-1h), 75:25 DILUTION, 0.10 GAS/SY. TACK COAT SHALL BE USED PRIOR TO OVERLAY, (CSS-1h), 50:50 DILUTION, 0.10 GAS/SY. ALL EDGES ABUTTING NEW PAVEMENT SHALL BE TACKED. 4.) PLACE A COMMERCIAL CHEMICAL HERBICIDE, REGISTERED BY THE EPA, PRIOR TO PLACING ASPHALT OR CONCRETE. 5.) PAVEMENT MARKING PAINTS SHALL BE ALKYD -RESIN TYPE, LEAD AND CHROMATE FREE, READY MIXED, COMPILING WITH AASHTO M248, TYPE F. 6.) ALL STREET SUBGRADE SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR PER ASTM D-698 WITH MOISTURE WITHIN 2% OF OPTIMUM. TEST SHALL BE CONDUCTED AT 150 FEET INTERVALS FOR EACH LIFT OR AS DIRECTED BY THE TOWN. ALL TEST REPORTS SHALL BE SUBMITTED TO THE OWNER PRIOR TO PROOF ROLLS. 20 -TON TRUCK PROOF ROLLS MONITORED BY THE OWNER PRIOR TO PLACEMENT OF ROAD BASE AND/OR ASPHALT ARE REQUIRED. CONCRETE AND ASPHALT TESTING SHALL BE IN ACCORDANCE WITH COUNTY STANDARDS OR AS DIRECTED BY THE TOWN. 7.) ALL VALVE AND MANHOLE COVERS SHALL BE ADJUSTED TO PAVEMENT GRADE DURING INITIAL CONSTRUCTION. 8.) A FINAL PAVEMENT INVESTIGATION AND DESIGN WILL BE COMPLETED BY THE OWNERS GEOTECHNICAL ENGINEER AFTER COMPLETION OF SUBGRADE. THE CONTRACTOR SHALL WORK WITH THE OWNERS REPRESENTATIVES TO OBTAIN ACCESS TO THE AREA FOR TESTING. ST. VRAIN SANITATION DISTRICT GENERAL CONSTRUCTION NOTES 1. DISTRICT SHALL REFER TO THE ST. VRAIN SANITATION DISTRICT IN THESE NOTES. 2. DISTRICT'S ACCEPTANCE OF THESE PLANS IS VALID FOR ONE YEAR. 3. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE DISTRICT STANDARDS. 4. CONTRACTOR TO VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY THE DISTRICT A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO STARTING CONSTRUCTION OR PRIOR TO RESUMING CONSTRUCTION AFTER A BREAK. 6. SANITARY SEWER SHALL BE POLYVINYL CHLORIDE (PVC) PIPE, ASTM D3034-SDR35 (OR AS INDICATED ON THE PLANS). 7. ALL CONCRETE SHALL BE MINIMUM 4000 PSI AT 28 DAY STRENGTH. 8. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION OUTSIDE DIAMETER TO OUTSIDE DIAMETER BETWEEN WATER LINES AND ALL SEWER LINES AND MANHOLES. 9. ALL SEWER MAINS CROSSING WATER MAINS WITH LESS THAN 18 INCHES OF SEPARATION SHALL BE ENCASED IN CONCRETE. 10. RIM ELEVATIONS SHOWN ARE APPROXIMATE AND SHOULD NOT BE TAKEN AS FINAL. ALL MANHOLES SHALL BE FINAL ADJUSTED AFTER PAVING SUCH THAT THE RIM IS ! TO M INCH BELOW FINISHED ASPHALT. MANHOLES IN UNPAVED AREAS SHALL BE SET SO THAT THE RIM IS 0.5' ABOVE FINISHED GRADE. 11. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS ON SITE AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING ACTUAL RECORD DRAWING DIMENSIONS AND DISTANCES AS WELL AS SERVICE LOCATIONS ON THESE PLANS AND SUBMITTING THEM TO THE ENGINEER FOR PREPARATION OF RECORD DRAWINGS. THESE DRAWINGS SHALL BE KEPT CURRENT AT ALL TIMES. 12. BEFORE ANY CONSTRUCTION COMMENCES, A PLUG SHALL BE INSTALLED TO PREVENT DRAINAGE THROUGH THE NEW SEWER LINE FROM ENTERING THE EX/STING SEWER LINE. THIS PLUG WILL BE INSTALLED IN THE MANHOLE, WHICH CONNECTS NEW WORK WITH THE EXISTING AND NOT BE REMOVED UNTIL INITIAL ACCEPTANCE. 13. UNDERDRAINS, IF INSTALLED, ARE THE RESPONSIBILITY OF THE DEVELOPER. DISTRICT ASSUMES NO LIABILITY FOR ANY PORTION OF OR ANY DAMAGE CAUSED BY UNDERDRAINS. ABSOLUTELY NO PART OF AN UNDERDRAIN SYSTEM, INCLUDING CLEAN OUTS, WILL BE ALLOWED INSIDE OF SANITARY SEWER MANHOLES. ALL UNDERDRAINS SHALL BE INSTALLED BELOW THE SANITARY SEWER AND OFFSET TO THE SIDE. PIPE MATERIAL SHALL BE DIFFERENT COLOR THAN SANITARY SEWER. 14. NO SERVICE LATERALS SHALL ENTER MANHOLES. 15. SERVICE CROSSINGS OF CURB SHALL BE MARKED WITH A CUT "S" IN CURB FACE. PAINT IS NOT ACCEPTABLE. SERVICE SHALL BE EXTENDED INTO THE LOT A MINIMUM OF 10 FEET. 16. CONTRACTOR SHALL MARK THE END OF ALL SEWER SERVICES WITH A 2" X 4" BOARD WITH MINIMUM OF FOUR (4) FEET ABOVE GRADE, PAINTED GREEN. 17. ALL PIPES SHALL HAVE SQUEEGIE (COOT #8 BEDDING) UNLESS OTHERWISE SHOWN OR THE DISTRICT MAY APPROVE AN ALTERNATE BEDDING IN SPECIAL CASES. 18. CUT OFF WALLS WILL BE INSTALLED 10' DOWN STREAM OF EACH MANHOLE ON THE MAIN OUTFALL LINE. 19. THE WARRANTY BOND SHALL BE IN THE AMOUNT OF $5,000.00 OR 15% OF THE TOTAL COST OF THE SEWER, WHICHEVER IS GREATER. 20. PRIOR TO APPROVAL, ALL SANITARY SEWER PIPES SHALL BE PRESSURE -TESTED PER ASTM C924. ALL MANHOLES SHALL BE VACUUM -TESTED PER UN/ --8-98. 21. PRIOR TO REMOVAL OF PLUGS AT MANHOLES, PIPE SHALL BE JET -CLEANED AND VACUUMED TO REMOVE DEBRIS AND VIDEOED. NOTICE SHALL BE GIVEN TO THE DISTRICT INSPECTOR ONE (1) WEEK PRIOR TO CLEANING. INSPECTOR MUST BE PRESENT DURING THE OPERATION. ONCE APPROVAL HAS BEEN GIVEN BY INSPECTOR, PLUGS MAY BE ONLY BE REMOVED AFTER INITIAL ACCEPTANCE BY THE DISTRICT. 22. THE FINAL RECORDED PLAT AND RECORDED ADDRESS PLAT SHALL BE PROVIDED TO THE DISTRICT FOR INITIAL ACCEPTANCE. 23. TWENTY (20) MONTHS AFTER CONSTRUCTION AND PRIOR TO THE EXPIRATION OF WARRANTY, THE DEVELOPER SHALL CAMERA/VIDEO THE SANITARY SEWER LINES AND PROVIDE A DVD TO THE DISTRICT FOR REVIEW. WATER DISTRIBUTION SYSTEM NOTES 1. ALL WATER SYSTEM CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LEFT HAND WATER DISTRICT, STANDARDS AND SPECIFICATIONS, REVISED SEPTEMBER 2012. ENGINEERING CONSIIT?MS ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 3033.604.1634 jim@jlbcivil.com NOTES AND SPECIFICATIONS NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO w O C- 0 REVISION/ISSUE co w O O JLB ENGINEERING CONSULTANTS Design ID Drawn DSS Checked JL5 Checked JL8 Date MAY 30, 2016 Job Na. 1432 0— 1432.1 SHEET NOTES 2 OF 15 SHEETS ENCUJEERJ'U QLB COHSL1TNafS ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO PHONE: 303,604:1634 11FTlI ,IfJGIVII.COTTt ,..., ,,,„ yam' 80027 I. VRAIN TYPICAL SAi\ GREAS ITA'1'IO �C INT FRCEPTOR DISTRICT ST, VRAIN IA- H LF SANITATION RI\ G A DISTRICT D COVER Sfl'" S'—(RVTIC STRAIN 1, SAN E CONN I'A 'ION Fi:CTION DISTRICT USING ST. \TRAIN ASSEMBLY CLEANOUT SANITATION DISTRICT (LA=VIPHOLE) COVER FOR CLEANOUTS 6" AND LARGER � , ....,, x ',s'> 7�\ • 5/30/2016 . • NkN. ," t SyS-+'r� A` �` .' A TAPPING SADDL �, 2t, IN. DIA. MIN. 1 1 2" LETTERS / '- DOUBLE BANDED STAINLESS L SADDLE BY PLASTIC��> r IQ T. S `f TRENDSSTERUBBER BOOTED/ Fouiv, GASKETED SADDLE -• NO EPDXY .-- Service Line A ■ ❑ Q Q Q Q �QOQQQOQQQOQ❑ QOQQQ QQ❑Q Q Q Q Q ❑ QQQQ�. ❑❑Q�■ A CONSTRUCTION DRAWINGS COLLISION BREWERY SEWER DETAILS NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO 24 IN. DIA. MIN. qy '5' Min. Grade 2% For 4" Diameter I Q Q ❑ Q ■ ❑ Q D 1Tn w l v 1 ® • • m me QQC]O r❑CI❑r Q L O Q rC]C7Qaa-_ '❑ D D© r ■❑pOOE, PLAN VIEW --- '<i4 PI* -TRAFFIC RATED LSOS- /r� �y src ] k 4 Diurneter ��aaoolaoo❑°� . i 14" NOTE: GROUND LEVEL VENT PER PLUMBING CODEi -_____ IN VEHICULAR TRAFFIC AREAS T PAVED, PROVIDE ` �,�I 28" 'ti' '^ X1/8 Bend 20 2' 8"(H) SQUARE CONCRETE ' ENCASEMENT (f'c=3000 PSI CI PRE-FORmEo MAfIHO! E COVER CLEANOUT TO GRADE 2v" 4" x 1 5/18" 28 DAYS) AROUND THE FRAME. PLASTIC GASKET (TYP) 1" ( 2' \.SEAL (TYP) -LONG SWEEP WYE 5" ` I mo. r2' Squeege Bedding (COOT I #B) 2' I`" TEE Sewer Main FINISHED GRADE OR 1" PAVING SEE NOTE ABOVE OR ELBOW 1' X IIB• STAINLESS STEEL STRAP 24" 10 1/2" DRILL & ANCHOR 4V/STAIN; ESS STEEL S ANCHORS 26" -I-1/$" I I !3/8„ •34" 3/8• BOLTS I T 3/4" R 1/�, •12 IN. 12 IN. NOTES: 1 7/8.. }} "" '' ' •,.;,,'-: ?•I NOTES: 1. Approved Tapping Saddle To Be Used I PROVIDE RUB ER _ ` GAS' ET 1. RING AND COVER SHALL BE IRON (AS MANUFACTURED FOR CURRENT A'N'NA STANDARD) Far New Services To Existing Mains Shall Be N 3 4 - i / NON -CORROSIVE WING -NUT EXPANSION PLUG Tees. Pipe Penetrations Shall Be Mechanics p Y SAND CUSHION SECTION VIEW "SVSD Drilled. TRAFFIC 2. SANITARY SEWER MANHOLE COVERS SHALL BE NONPERFORATED WITH r AREAS SANITARY SEWER" FORCED ON THE TOP OF THE LID AS SHOWN ABOVE. NOTES: 3. COVER SHALL BE BOLTED, WATER RESISTANT IF LOCATED IN 100 YEAR FLOOD PLAIN, R 1 2. Taphole Must Be Above The Springline. ONLY R 1/ " /8"Th. - I. SECONDARY OUTLET COMPARTMENT HAS VOLUME EQUAL TO 1/3 OF TOTAL CAPACITY, BACK YARDS, OPEN SPACE AND/OR DITCHES. 1/2" 1 2- CHECK WITH SUPPLIER FOR EXACT DIMENSIONS. 3. INTERCEPTORS TO BE SIZED BY DESIGN ENGINEER, SUBJECT TO DISTRICT APPROVAL. 4. ALL MANHOLES SHALL BE EQUIVALENT TO DEFTER MODEL FOUNDRY MODEL A-1480. NUMBER 1156 Or? D & L 3. 4" Sewer Services Shall Have A Minimum Slope Of 2.0%. < . y., q- '4 a a ' : 4 4 c=?,,r'o`w o _ 3 r'r 4. GREASE INTERCEPTORS SHALL BE LOCATED ON PRIVATE PROPERTY AND SHALL BE EASILY ACCESSIBLE AT ALL 5. MANHOLE LID AND RING SHALL BE FURNISHED WITH SURFACES. MACHINED HORIZONTAL BEARING TIMES. FOR MAINTENANCE AND INSPECTION. PAD 20" DIAMETER 4, 6" Sewer Services Shall Have A Minimum Slope Of 1.0%. 4000 PSI CONCRETE _ " .g ' . - �? " 4p� ' <: , 4 1/2" 16" 0 1/2 2" J S. INLET AND OUTLET SHALL HAVE SANITARY TEES; CENTER BAFFLE NAY HAVE TEE OR ELBOW. Number 5. Services Shall Not Be Closer Than 5 Ft. FOR PAVED AREAS n .. 9 ,„c'c i • 4- ^ y . c-_:::(3:76.=) o ocbce 6. INTERIOR PIPING TO BE SCHEDULE L0 PVC WITH STAINLESS STRAP, ANCHORING STRAP TO PIPE 8 Detail TO WALL. Detail Number: Detail Number; FroEach Other On The Main. BOND BREAKER —PIPE \ Detail Number: 6" MiN. GRAVEL REFER TO SHEET PLUMBING AND MECHANICAL PLANS FOR SIZING OF INTERCEPTOR, INLET AND OUTLET 2 2 REVISED: REVISED: 3/2013 ��111 1 0 FOR CONCRETE T�I A- `� I ON Q ! , BEDDING FOR ALL 2 3 OTHER AREAS REVISED: 3/2013 3/2013 REVISED: 3/2013 LIJ - Q 0 © JLB ENGINEERING CONSULTANTS APPV ST. VRAIN TYPICAL D I A M _ KIT SANITATION TRENCH ,R SANITARY FORTO DISTRICT S E YU_1 1 )1 RS ST. I AIN MONITORING SANITATION AST M MANI DISTRICT OLF OPICRETE ST. VRAIN A/IONI'I 1 SANITATION I ORING -MANHOLE VIEW DISTRICT D ,T -'TAIL ST. VRAIN _ SEW S SANITATION KR SII Finish RVICE Grade CLEANOUT * DISTRICT ' Bury d" - 6' In Gravel Areas REVISION/ISSUE ISURROUND — — t0. Bury 1/2" - 1' In Laws Areas - ... CORRECT , , 14 , .,. IN STREET IN OPEN FIELD INSTALLATION A.Lamp Hole Cover in Paved or Concrete Areas CLEAN SURFACE - -., •,. _ 1III -III-I II=II1— =1I III I'— i =I I-1II-III=II I=I IG I —I II I 26" DIA. � OR 8' RING - NO SCALE/PICTORIAL ONLY va -� 25 PIPE DIAMETERS MINIMUM- • l ASPHALBBET E y EIE�I�II TE—lil I III 1/2"HDE ORNFINSHED PAVEEMENT. • ALL COVERS MUST BE LIFT SOCKET STYLE. CONCRETE •r , : W „y q I IN OPEN FIELD IN STREET 1-1r I F 4",o",OR B" RIN GROUND UNE, ;;;''i[ Screw On water NEW STREET SURFACE PAVEMENT---..Z474(Z!%d__- _t, 6- BELOW COVER r-4. DIMENSION FLOW FLOW Tight Plug BASE couRSE --=:::•:::'l ::ea.-.,. DETAIL VARIES -----�rV' r IVL ASPHALT TO BE CUT PER GOVERNING BODY ( 1 I 11 I - - ECCENTRIC MANHOLE SECTION __ ,a A EXISTING STREET SURFACE /— EACH SECTION SET WITH DOUBLE MASTIC THICKNESS , - SEE DETAIL " e 'T/` l�,f�' < .i �r TWO ROUNDS CONTINUOUS f N �� tj\��4 y c f�• MASTIC CONCRETE SEALANT. - CONCRETE OR CAST IRON GRADE RINGS THERE SHALL NOT BE ANY 4" PVC Riser Pipe /.\''.COMPACTED ;'1'_©� %,,,/�' �`-I a o ,; (4"MIN. 12" .MAX.) TO GRADE AS REQUIRED, EPDXY SEALED INSIDE, MASTIC SEAL BETWEEN. NO GROUT. DROP JUNCTIONS, CHANGES IN PIPE �,, TRENCH TO BE CONSTRUCTED 1� MIN. ti - DIAGRAM "A" DIAMETER, ETC-, WITHIN 25 PIPE �f. PER •�' BACKFILL COMPACT DACKFILL fO MIN- 957 -. 4' DIAMETERS UPSTREAM OR OSHA STANDARDS AND THE PROTECTION OF OTHER •\s/ /�i STANDARD PROCTER .,/ PER AASHTO T-99 , OOih�T1STREAM OF THE MANHOLE WTDTH f�' %`.. NOTE: K" BACKFiLL TO BE COMPACTED TO 955 12" LIFTS MAX. r- V \ o LADDER I N C (� R R E C T a PIPE O.O. O.D. +1' t2' MAX., MIN. STANDARD PROCTOR PER AP.SHTO T-99 '/ .-` . ,:.': DACE THICKNESS '.. RUNGS 12` - 15" O:C. (r/-- ITH I") IN STRAIGHT VERTICAL ALIGNMENT WMANHOLE INSTALLATION ``J DIAGRAM „g„ sy = NO SCALE/PICTORIAL ONLY PRECAST CONCRETE .l 4 6" WATERSTOP CASKET AROUND PIPES (TYP) INLET PIPE HAND PLACED &. —SHAPED CONCRETE ,' MANHOLE SECTIONS 5" THICK MIN. FOR 48' MK AND 6" THICK MIN. FOR GREATER THAN 48' MH v a — 4" 45' Elbow BY see .OUTi f' ET PIPE — r' FLOW FLOW LIMITS OF BEDDING FOR .note---__,__...- 5dUEEGIE rCaG/8� ll ,: . . ,. "� '" . Drain Line Size PVC PIPE T �a��..,� •.r_� `MINT: a Rs Shawn On Plans L., _, 10" MIN:— CONCRETE PAD TO SE -=1 _-!:':',::7:f--10-. ,PRECAST v 'FC=" 0 4 0 DATE s-.. 8" MIN. fi `4`.� •an 8- DIAGRAM )( —glow ( ......... �rr "D" STABIUZATION ROCK, IF REQUIRED 4 ' DIAGRAM \ 3/4 to 1 1/2" Oiem. Gravel ELEVATION oc On ` C4Wn Branch s cntiuous Lines NOTES: 1. Cleanaut shall be constructed so Notes: 1 Squeegee Send Is Defined As COOT No. 5. shown in Detail 21. ,.: FLOW FLOW 4. ° that surface load will not be Oesign tJLD Drawn DS S 2 .11ampaction Must Be By Mechanical Means. No Jetting or Flooding Of T7 NOTE: I .. (liu, t ra n s T e re d to main. 3. Under No Circumstances 'NM Pipe Be Laid In A Proposed FT Area Prior se it Completely Flied- The Fill Will Be Placed First To Proposed Grade And Compacted As Required. A Trench Then Will Be Excavated And The Pipe Installed In The Usual Manner. MANHOLES SHALL 9E SEALED WATERTIGHT. NO GROUT ALLOWED EXCEPT AT PIPE PENETRATIONS- MANHOLE EXTERIORS SHALL BE DAMP -PROOFED. 2, DROP THROUGH MANHOLE TO BE EQUAL TO SLOPE OF SURROUNDING PIPE. FOR FLUME INSTALLATIONS, FLUME MUST BE SET LEVEL. 3. MONITORING MANHOLE TO BE LOCATED OUTSIDE OF PUBLIC RIGHT—OF—WAY, ON d I1. n .1 4 -' Z. Service line Cleanaut may be - y installed approximately 5 feet outside the building foundation. Checked 18 Checked JO Dale MAY 30, 2016 DISCHARGER'S PROPERTY. THE MANHOLE MUST BE SAFELY AND INDEPENDENTLYg ACCESSIBLE FOR DISTRICT USE AT ALL TIMES. T. DESIGN AND LOCATION OF MONITORING MANHOLE SUBJECT TO DISTRICT APPROVAL. NOTES: 3. A cleanout is required on all service lines every 100 feet, at every Y or1 Job No. 1432 Z D— f�J2.1 Detail Number: 1 1 REVISED: 3/2013 Detail Number: 1 5 REVISED: 3/2013 DIAGRAM "A" IS COMPATIBLE FOR THE INSTALLATION OF A FLOWMETER OR FLUME Detail P IN THE INVERT. DIAGRAMS "B", "C", "D" ARE NOT SUITABLE FOR THE INSTALLATION OF A FLOW MEASURING DEVICE DUE TO THE LOCATION OF THE SIDE SEWERS OR A BEND IN THE INVERT CHANNEL. umber. after a combined total of 35 Detail Number: degrees of bend. 8 REVISED: 3/2013 SHEET DET6 REVISED: 3/2013 p 14 OF 15 SHEETS 1 1 J 1 0:1 TAPER LOT 8 MATCH E.O.A. 41T EX. E.O.A. f4 EX, E.O.A. -124 M� a 1 _ N n n fi SKYWAY DRIVE (80' R.O.W.) 1 159.69' 58820'51"E 200.14' CONCRETE CHANNEL W CURB HEAD ONE SIDE. EXPANSION JOINT AND SEALANT AGAINST WALL RE: DET3 • vikv ZR .5.5' END CURB/GUTTER BEGIN ASPHALT CURB ROLLED ASPHALT EDGE/CURB RE: DET3 N 0:1 TAPE& FUTURE PARKING s •� I \.j O. 1A FREESTANDING LIGHT STANDARDS WITH SHARP CUTOFF REFLECTORS 250W METAL HALIDE LAMP IN HORIZONTAL POSITION TYPICAL (12 TOTAL) NCONCRETE CHANNEL W/ CURB EACH SIDE RE: DET3 I FUTURE PARKING 15' EASEMENT 58820'51"E 200.14' t L _ FUTURE PARKING T LOT 5 ILB Know what's below. Call before you dig. LAYOUT NOTE REFER TO ARCHITECTURAL PLAN FOR DATA AND DIMENSIONS ON ITEMS NOT DETAILED HERE. SURFACING LEGEND ASPHALT CONCRETE CURB AND GUTTER LEGEND CATCH PAN (VERTICAL) SPILL PAN (MEDIAN) ASPHALT CURB LIMITED DATA IS PROVIDED FOR CURB LAYOUT. CONTACT ENGINEER FOR CAD FILE OF LAYOUT. CONCRETE JOINTING NOTE STANDARD JOINT SPACING IS NOTED ON PROJECT DETAILS. REFER TO ARCHITECTURAL SITE PLAN FOR SPECIFIC PATTERNS NOT SHOWN HERE. 1"= 20' 20 0 20 40 ENGINEERING CONSULTANTS ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 303.604.1634 jim©jlbcivil.com 0 z Q o O CO -- D [� J J (/)O Z 0 SITE PLAN NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO DATE I O JLB ENGINEERING CONSULTANTS APPV REVISION/ISSUE m W .Q C Oesign 18 Drawn OSS Checked JLB Checked 18 Date MAY 30, 2016 Job No. 1432 0— 1432.1 SHEET SITE scale feet 3 OF 15 SHEETS - i,' '447i4I4IJCWAUNITS ENGINEERING CONSULTANTS 743 LOUISVILLE, PHONE: jim@jlbcivil.com E.Cµ SE31.VG PEAR COURT COLORADO 303.604.1634 80027 4'-31/2' + B GENERAL NOTES CORNERS RELIEVED 316' A TO PREVENT ROCKING C A r1. CONCRETE SHALL BE CLASS B. INLET MY BE CAST —IN —PLACE (rrN.) 3. OR PRECAST. llllllllllllll�II U 1� � 1 l+ _ _�{ .rr� .4 R {r!`S".):41 {�� ,q, �0�j� "S 3(7 � Li O 5/30/2016 • , 1� f , .. fi S' 1 �� /dAIA �< %,.�.� 4 2. CAST —IN —PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES. •E GUI IEH TYPE 2 3. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 34 IN. 4'-0' 4. BEDEFORMED AND SHALL HAVE 2 �I�I1�1� A IN.TED, MINIM RS CLEARANCE. ALL B SHALL BE EPDXY COA4 5. STEPS SHALL BE PROVIDED WHEN !HEFT D1MEN510N 'H' IS EOUAV. TO �1�II 1 OR GREATER THAN 3 FT. -6 IN. AND SHALL CONFORM TO AASHT0 N 199. 2'-0" 6. ALL GRATES AND FRAMES C SHALL BE GRAY CR DUCTILE CAST IRON IN ACCORDMCE WTTH SUBSECTION 712.06. GRATES AND FRAMES NO. 13 GRATE SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING. WHEN HMA MA.TFRAL IS TO 221/a' 7. STATION POINT IS AT THE CENTER OF THE INLET.THE —IN— B EXTEND TO THE EDGE OF 31/2 -1 NMAY BE 1A1AJB]ABA B AIB�AIAA PLAN VIEW CONCRETE DEPRESSED. 1 l I �, 39/4 c c TYPE 13 INLET FOR GUTTER TYPE 2 o T c c CONSTRUCTION DRAWINGS COLLISION BREWERY SITE WORK DETAILS NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO 4'-31/x' 4'-O. 3/4' 1' 1' T —r A 1" 2" l'� A ----• I• ' al^ 7/18' RADIUS CrYP.) 1/4.R PIPE I.D. CONCRETE REINFORCING MAXIMUM T �- 1 SECTION C -C • ,I i H STEEL 4 1 SEC. A -A SEC. B -B , , 6• T T I C CU. 105, B LB. RE4'D. IN. IN. ' ..„ ' A - 13/4" { `' • $,�;. 351/2" 8 = 11t1/6' SECTION D -D 3' 6' 1.5 76 4 24 1$ 1 1 fi /� C = 71546" •U 11/2 a�- 4'-0' 1.6 90 5 30 18 8'� ~' 4'-6' 1.6 104 6 30 18 C] 16" • � (j 8' H D MAX. • o 4. F �- .5'-0' 1.9 109 6 30 18 'O' H a' • rI' 5'-6' 2.1 122 7 30 18 o L . ' 6'-0" 2.2 136 8 30 18 $ ' .. �r _� $ — — 6'-6' 2.4 141 8 30 18 E 7 E 7'-0" _ 2.5 154 9 30 18 �l D_rll — — — - r--------..„ 1 397/i - _ 7'-6' 2.7 168 10 30 18 \\''-' // a : 1rl p�1 8'—O' 2.8 173 10 30 18 4• // �� 8'-6' 3.0 157 11 30 16 I`� :p -' •tl L Y, — — '` 23" 9'-0' 3.1 200 12 30 16 ; •L 1 x 45a� 6• i' � - 9'-6" 3.3 205 12 30 18 . . . , III 1O'-0' 3.4 219 13 30 18 403 0 8' 0,C. �� 402 � 1 _ 1 SECTION A -A 8"0,C, F 6 INCLUDES 1% FOR OVERRUN. NOTE: CONCRETE QUANTDIES INCLUDE VOLUME OCCUPIED BY PIPE. SECTION B -B NO. 13 GRATING & FRAMES QUANTITIES D,,gx = 3O IN. FOR H2 4 Fr. FOR ONE INLET 0 _ = 18 IN. FOR ALL H 481/8 11/8 11/8 397/s' 23' 1. -Tir--1 II 1,.-I I� 1' NO. DIMENSIONS 11 1 ARK REVD. X Y • LENGTH 1E 7 F r 5" � r1 401 4 3'-6" 2'-2` 13'-4" L 401 Y Y 402 Y 403 1 • 1. 2 402 2 3'-4+/z" *2'-61/2' 8'-51/z 41/18 40" 1' 403 5 2'-1/z *2'-7' 7`-21/1 1_ . 231/$ 41 /18 - X X * ADD 6 IN. TO THIS DIMENSION FOR EACH 6 IN. INCREASE I "H" X - SECTION E -E 311/8 OF OVER 3 FT. -0 IN. BENDING DIAMS APPROXIMATE WEIGHT = 59D LB5 SECTION F —F BAR LIST FOR H=3 FT. -0 IN, ALL DIMENSIONS ARE OUT -TO -OUT OF BAR. Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. Creation Dote: 07/04/06 Initials: SIR Date: Comm ente CONCRETE INLET Last Modification Date: 07/04/06 Initials: LTA .► 4261 East Arkansas Avenue LOT Denver, Colorado 80222 Full Path: www.dot.sta#e.co.us/Deslgn5upport/ ; Phone: (303) 757--9083 TYPE 13 M-604-13 Fox: Drawing File Name, 6040130101.dwgGM (303) 757-8820 CAD Ver.: Mfcrostativn V8 Sack Not to Scale unite: English' — Project Development Branch SRJ/LTA Issued By Project Development Branch on July 04, 2006 Sheet No. 1 of 1 DATE © JLB ENGINEERING CONSULTANTS APPV REVISION/ISSUE >— DATE Design 18 Drawn DSS Checked JLB Checked JLB Date MAY 30, 2016 Job No. 1432 0— 1432.1 SHEET DET5 13 OF 15 SHEETS 4" CONCRETE PAVEMENT NORMAL . Oo LBS PER - PAINT WHITE O ' C PARKING STALL -;r. ENGFIEERING N1. c coesuLrwrs ENGINEERING CONSULTANTS 743 PEAR COURT COLORADO PHONE: 303.604.1634 jim@j[hcivi[.com 4.3s 80027 AFINISHED ..-., 8" CONCRETE PAVEMENT AT VEHICLE CROSSINGS GRADE 1/2" EXPANSION AT EACH END OF CURB CUT AND AGAINST DRIVEWAY r 1/4 / FT (UNLESS OTHERWISE SHOWN) WARP - N./N.7:LOUISVILLE, DRIVE RAMP 6x6 W2xW2 WELDED WIRE FABRIC WHEN SPECIFIED FIBERMESH MAY BE SUBSTITUTED AT 1.6 CUBIC YARD, IN LIEU OF WIRE FABRIC i Szl'" R 7S1,4. o .. G 11 . .0736 �• w il. 5/30/2016 . e 040S;• .. .. - .4 I w — -- -- s' (OR 12:1) AS NOTED CONCRETE WALK SECTION - — --WARP --- -- THROAT WIDTH — 1—.-1/8„ 9. 2 4" WIDE BLUE STRIPING PER PLAN 1" I1N1/8 I „ R PER PLAN GRADE PER PLAN, 1% MIN NJ - �' 2O" a a CONTRACTION JOINTS AT 8' ON CENTER (MAXIMUM) CONSTRUCTION DRAWINGS COLLISION BREWERY SITE WORK DETAILS NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO ii'..-,.., 6 1 16„ CONTRACTION JOINT MATCH 4 - 18" #6 BARS 8„ v JOINT SEALER PAINT BLUE ------419- PAINT WHITE " , cl-:;\ ,, " DRILL AND GROUT CONFORMING TO 1-1/2" LIP AT CURB FACE WITH 1/2" CURB/GUTTER ' PER PLAN •- o INTO EXISTING —0-- 1' -- 1:1 SLOPE 1/8 " ASTM D 1850 OR FED. SPEC. SS -S-1401 `�-0 d RADIUS ON TOP o CONCRETE EXPANSION JOINT #3 REBAR AT 12" a \ ASPHALTcK z z_ ON CENTER, EACH WAY 2.5" COVER y o _�-) --------------- a ilL 1O" �Y€ fr�f,�rl��,;a a NOTES: a � EXPANSION JOINTS AT 96' ON CENTER (MAXIMUM) A=}�g�� e24 q � ° AND AS NOTED ON PLANS - - 1. CONCRETE SHALL BE MINIMUM 4,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. DRIVEWAY TO SITE 2. PROVIDE A LIGHT BROOM FINISH IN THE DIRECTION OF RUNOFF. 4 4' 5' PREMSION LLED SECTION A -A 6" COMPACTED A.B.C. 3. PROVIDE A 1/4" TROWELED EDGE ALL AROUND. JOINT JOINT TO ASTM FILLER CONFORMING CEONFORMING D1751 OR D1752 COMPACTED SUBGRADE 4. CONCRETE MIX DESIGN SHALL BE SUBMITTED FOR REVIEW. EXPANSION JOINT 5. CONTROL JOINTS AT 8' MAXIMUM INTERVAL. SPACE EVENLY. COORDINATE WITH WALLS AND OTHER VERTICAL IMPROVEMENTS. NOTES: D HANDICAP PARKING DETAIL 8' FOR VAN NOTE: ALL CONCRETE SHALL BE 4000 PSI 1. 4,000 PSI CONCRETE AT 28 2. PREPARE SUBGRADE AS SPECIFIED MOISTURE CONTENT WITHIN DAYS. OR TO 95% OF THE STANDARD PROCTOR WITH 2% OF OPTIMUM. 17\--- DRIVE RAMP B CONCRETE DUMPSTER PAD C CONCRETE WALK 11 N.T.S. 11 N.T.S. 11 N.T.S. 11 N.T.S. #3 DEFORMED REBAR SPACED�AND I 5„ - 1 1.5" -,- 5„ 5„ CURB CUT NOTES: CONTINUOUS 25'5'----1.--- ,..6. • ° 6'i � ROADWAY (PAVEMENT1 } .5" .25 a• .'• • ,. „ 5 w 1- © JLB ENGINEERING CONSULTANTS -:•a 18" 18" • �1 12" 12" ° „ a 1"R _ a •8n v . ! . , � aLCI 3 11 12. 1 12: 1 8„ r-3"1 1 I REVISION/ISSUE APPV - 1 J�—� t VERTICAL DRIVE OVER .L v.. a. _ • D ' 4 ' ' BITUMINOUS CURB 4°' 1. COORDINATE LOCATION ON THE PLANS. 2. SLOPE TOP OF 3. PROVIDE SMOOTH HEIGHT. OF CURB CUTS WITH DOWNSPOUTS, SWALES, OR OTHER FEATURES AS CURB CUT TOWARD FLOW LINE OF CURB AND GUTTER. AND ROUNDED TRANSITION AT TOP OF CURB WHERE SLOPE MEETS NORMAL 1/2" RADIUS Q 0° oR A" cuR5 CURB CUT NOTED CURB s' . • . 3F , k�?*1 NOTES: ....______._2. ' . 4 Q 1. 4,000 PSI CONCRETE AT 28 DAYS. 1' -6" } 1 , l �„ ASPHALT OR CONCRETE PAVEMENT SET CURB 1" INSIDE PAVEMENT 2. REBAR SHALL HAVE A MINIMUM 2' SPLICE LENGTH. 3. PREPARE SUBGRADE AS SPECIFIED OR TO 95% OF THE STANDARD PROCTOR WITH MOISTURE CONTENT WITHIN 2% OF OPTIMUM. E CONCRETE CURB WITHOUT PAN G CURB AND CONCRETE CHANNEL I ASPHALT CURB 11 N.T.S. 11 N.T.S. 6 4"R 4" 6 P7 -1- > 1.5' 1.5' r. T1„R `�f-12J_ ,- 1"R _ �! K CURB CUT o L 2 1" R u -)-Q ° o .. O L BY p n P : . }, Y,..,. tea. . 0 12 : 1 12: 1 o , a ,;› o 4 rJC �° o �, p .a'a O 0 p p. ° ••�. •D O DATE 2 —6 2 —6 Y -Q o Q. - 4.Q • . '. o..' .p- • ° .1 a, f` UOo O`Q 00 � " f �f � 003 oVO Q � o qjaC'O C O O ( o�' o p • .0 • .. ^Q� Aar o L OO N/, ° °4'�' JJoO ot3 • ` / //\ SPILL CATCH•• SEE PLAN FOR WIDTH 4" CLASS 6 AGGREGATE Design JCS Drawn ASS NOTES: OR 4' IF NOT LISTED 1. 4,000 PSI CONCRETE AT 28 DAYS. NOTES: Checked JLB Checked 1,6NOTES: Dole MAY 30, 2016 2. CONTROL JOINTS AT 8' MAXIMUM. 3. PREPARE SUBGRADE AS SPECIFIED OR TO 95% OF THE STANDARD PROCTOR WITH MOISTURE CONTENT WITHIN 2% OF OPTIMUM. 1. 4,000 PSI CONCRETE AT 28 DAYS. 2. CONTROL JOINTS AT 8' MAXIMUM. 3. PREPARE SUBGRADE AS SPECIFIED OR TO 95% OF THE STANDARD PROCTOR WITH MOISTURE CONTENT WITHIN 2% OF OPTIMUM. 1. 4,000 PSI CONCRETE AT 28 DAYS. 2. CONTROL JOINTS AT 8' MAXIMUM. 3. PREPARE SUBGRADE AS SPECIFIED OR MOISTURE CONTENT WITHIN 2% OF OPTIMUM. TO 95% OF THE STANDARD PROCTOR WITH 11 N.T.S. Job Na. 1432 D- 1432.1 SHEET ET3 F CONCRETE CURB AND GUTTER CHANNEL iJ CONCRETE VALLEY PANID 1 1 N.T.S. CHCONCRETE 1 N.T.S. 11� N.T.S. 11 OF 15 SHEETS Concrete Washout Area (CWA) MM -1 • 12" TYP. 1 ]4 CONCRETE WASHOUT AREA PLAN COMPACTED BERM AROUND THE PERIMETER i4. 1L UNDISTURBED OR COMPACTED SOIL CONCRETE WASHOUT SIGN 3' MIN. 8 X 8 MIN. SECTION A VEHICLE TRACKING CONTROL (SEE VTC DETAIL) OR OTHER STABLE SURFACE 2% SLOPE > 1 VEHICLE TRACKING CONTROL (SEE VTC DETAIL ) CWA-1. CONCRETE WASHOUT AREA GINA INSTALLATION CL02ES 1. SEE PLAN VIEW FOR: -CWA INSTALLATION LOCATION. 2. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY 8' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PTT SHALL BE AT LEAST 3' DEEP. 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. 7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF' THE CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 8. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. November 2010 Urban Drainage and Flood Control District CWA-3 Urban Storm Drainage Criteria Manual Volume 3 MM -1 r.WA MAINTFNANSF NrriT Concrete Washout Area (CWA) 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE, 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2', 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY. 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (OVAL ADAPTED FROM DOUGLAS COUNTY, COLORADO MID THE CITY OF PAIs(ER. COLORADO, NOT AVM.. LE IR AIITOCAO). NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CWA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC -6 ROCK SOCK SEE ROCK SOCK DETAIL FOR JOINTING IP-3. ROCK SOCK SUMP/AREA INLET PROTECTION ROCK SOCK SUMP/AREA INLET PROTECTION INSTALLATION NOTES 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 2. STRAW WATTLES/SEDIMENT CONTROL LOOS MAY BE USED IN PLACE OF' ROCK SOCKS FOR INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. TSF 1 L5F1 SILT FENCE (SEE SILT FENCE DESIGN DETAIL ) IP-4. SILT FENCE FOR SUMP INLET PROTECTION SILT FENCE INLET PROTECTION INSTALLATION NOTES 1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 2. POSTS SHAH BE PLACED AT EACH CORNER OF THE INLET AND AROUND THE EDGES AT A MAXIMUM SPACING OF 3 FEET. 3. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF SILT FENCE FOR INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 1P-5 Inlet Protection UP) SC -6 GENERAL INLET PROTECTION INSTALLATION NOTE 1. SEE PLAN VIEW FOR: — LOCATION OF INLET PROTECTION. — TYPE OF INLET PROTECTION (IP.1, IP.2, IP.3, IP.4, IP.5, IP.6) 2, INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT IS FORECAST, INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. 3. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. INLET PROTECTION MAINTENANCE NOSES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BAPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF' INLET PROTECTION SHALL BE REMOVED AS NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES 50% OF' CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Z OF' THE HEIGHT FOR STRAW BALES. 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS. 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FROM TORN OF PARKER, COLORADO AND CITY Of A RORA, COLORADO. HOT AvAtABEE IN AUTOC.'O) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NOTE; THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHOOS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR DISCOURAGES USE OF PROPRIETARY INLET PROTECTION; HOWEVER. IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. NOTE: SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE OF STRAW BALES FOR INLET PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET PROTECTION IS ACCEPTABLE. November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 IP-7 ENCVIEEBING CONSUL TAt,TS ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 303.604.1634 jim@jlbcivil.com Sediment Control Log (SCL) SC -2 —sa—sa —sa— SEDIMENT CONTROL LOG FLOW COMPACTED EXCAVATED TRENCH SOIL FLOW 9" DIAMETER (MIN) SEDIMENT CONTROL LOG 1 3' SECTION A IX" x IX" x 18" (MIN) WOODEN STAKE 9" DIAMETER (MIN) SEDIMENT CONTROL LOG w NOTE LARGER DIAMETER SEDIMENT CONTROL LOOS MAY NEED TO BE EMBEDDED DEEPER. CENTER STAKE IN CONTROL LOG 9' DIAMETER (MIN) SEDIMENT CONTROL LOG )S DIAAA. SCL (TYP.) IX" x 1X" x I8' (MIN) WOODEN STAKE SEDIMENT CONTROL LOG JOINTS SCL-1. SEDIMENT CONTROL LOG November 2010 Urban Drainage and Flood Control District SCL-3 Urban Storm Drainage Criteria Manual Volume 3 Sediment Control Log (SCL) SC -2 SrONAS SIT cONTRCII I AG IN'TN I ATION NDTFR 1. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS. 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR TO ANY UPGRADIENT LAND -DISTURBING ACTIVITIES. 3, SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT FIBER, AND SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, HOLES AND OBVIOUS WEAR. 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES. HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS OR HIGH VELOCITY DRAINAGE WAYS. 5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO A DEPTH OF APPROXIMATELY J$ OF THE DIAMETER OF THE LOG, IF TRENCHING TO THIS DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STAKING 8. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN ROLLER. 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A MINIMUM OF 6" INTO THE GROUND. 3' OF THE STAKE SHALL PROTRUDE FROM THE TOP OF THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. .SEDIMENT CONTR[ri I.OG MAIN,TENNCE NOTES I. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF' SEDIMENT CONTROL LOG SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY,I OF THE HEIGHT OF THE SEDIMENT CONTROL LOG. 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION. IF DISTURBED AREAS EXIST AFTER REMOVAL. THEY SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (OETAx.5 Munro FAOOM TONI Of PARKER, OOLORAOO, JEFFERSON COUNTY, CA.CRAOO OOUC2LAS COW(TY, COLORADO, ANO CITY of AURORA, COLORADO, NOT AVALA LE R1 MOW) MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. November 2010 Urban Drainage and Flood Control District SCL-5 Urban Storm Drainage Criteria Manual Volume 3 Silt Fence (SF) SC -1 SF If IF -] SILT FENCE GEOTEXTILE COMPACTED BACKFILL F,LQW-� EXISTING GROUND 6' MIN AT LEAST 10" OF SILT FENCE 'TAIL' SHALL BE BURIED ROTATE SECOND SILT FENCE POSTS SHALL BE JOINED AS SHOWN, THEN ROTATED 180 DEC. IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND 4" MIN t h" x (RECOMMENDED) WOODEN FENCE POST WITH 10' MAX SPACING 38"-48" TYP. POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS T EXIST IN SILT FENCE THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED, TYP SECTION A SF -1. SILT FENCE November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SF -3 SC -1 Silt Fence (SF) CII T FFN(F INSTAL I ANON NOTES 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER PONCING. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR PONDINC AND DEPOSITION. 2. A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT FENCE INSTALLATION DEVICE, NO ROAD GRADERS, BACKHOES, OR SIMILAR EQUIPMENT SHALL BE USED. 3. COMPACT ANCHOR TRENCH BY HAND WITH A 'JUMPING JACK' OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD BE NO NOTICEABLE SAG BETWEEN STAKES AFTER II' HAS BEEN ANCHORED TO THE STAKES. 5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAVY DUTY STAPLES OR NAILS WITH 1' HEADS. STAPLES AND NAILS SHOULD BE PLACED 3" ALONG THE FABRIC DOWN THE STAKE. 6. AT THE END OF A RUN OF' SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J —HOOK." THE "J —HOOK' EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' — 20'). 7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. SILT FENCE MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY. AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY, 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE, 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY 6", 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, TEARING, OR COLLAPSE. 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER SEDIMENT CONTROL BMP. 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABIUZED AS APPROVED BY LOCAL JURISDICTION. (DETAIL ADAPTED FROM Tam Of PARKER, COLORADO Ate CITY CF AURORA, ROT AVA+LABLE PI AWTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. SF -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 pW Z ea oz I'-- p 1— J (O 0 Z 0 U EROSION CONTROL DETAILS NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO REVISION/ISSUE >— co LLB Q Design du? Drawn DSS Checked ✓ S Checked itS Dale MAY 30, 2016 'Job Na. 1432 0- 1432.1 SHEET DEll 9 OF 15 SHEETS r 13 qszinimmeEl kfaniiitana Left Hand Water District MEMORANDUM TO, Squirrel Holdings C/O Mark Ward 3223 Arapahoe Ave. Ste 220 Boulder, CO 80503 FROM: DATE: October 24, 2016 Christopher P. Smith, P.F/ i/ RE: Tap Request: #2586 Address: Block 6 Lot 6 & Lot 7 -Skyway Dr. Parcel ID: 131308208006 & 131308208007 Request Date: 6/12/2016 For: One Commercial Tap Upgrade- from two 5/8" to a 1" Tap + a 6" Fire line Your request for conditional commitment for one commercial tap upgrade was approved at the October 2016 meeting of the Board of Directors subject to all conditions stated o t e nclo ed co of our to re l letter. Below is a breakdown of the charges for the upgrade. Cost of Commercial 1" Tap wl 7 units of CBT: PIP = $13,500 (2.5) = $33,750 EZT = $3,408 (2.5) = $ 8,520 CBT $26,000 (7 units) _ $182,000 Meter 1=pe = $330 $330 Total Cost Before Credit = $224,600.00 Total Cost of Upgrade to ]" Tap: CREDIT: Current PIF = $13,500 (2) _ Current EZT = $3,408 (2) = Current CBT = $26.000 (2 Total Credit s$85,816.00> <$27,000> <$6,816> <$52.000> $224,600 - $85,816 = 5138,784.00 + Other Fees OTHER FEES: $3,045.00(6" Fire Line) ** Note: Inspection fees invoiced separately** Once you have read and signed the attached Agreement, return the Agreement with your payment within ninety days of this notice. Also, please provide a copy of the property warranty deed along with your payment. All components of the tap fee are subject to change at the discretion of the Board. The fee paid will be the then current tap fee at the time of payment. Thank you for your interest in the District. Please call if you have any questions. Left Hand Water District P n Rnx 710 N NTiwot, CO 80544-0210 N Phone 303-530-4200 N Fax 303-530-5252 nwwwdefthandwater.org DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 North 17th Avenue Greeley, CO 80631 www.weldhealth.org Health Administration Vital Records Tele: 970 -304 -MI 0 Fax: 970-3046412 Our vision: Together with Public Health & Clinical Services Tele: 970-304-6420 Fax: 970-304-6416 IN LJ Environmental Health Services Tele: 970 -304 -MI5 Fax: 970 -304 -MI 1 Communication, Education & Planning Tele: 970-304-6470 Fax: 970-304-M52 Public Health Emergency Preparedness & Response Tele: 970-304-M20 Fax: 970-304-6469 the communities we serve, we are working to make Weld County the healthiest place to live, learn, work, and play. Retail Food Establishment Application STEP 1 —Preparing for Submission of Plans Colorado Revised Statutes require plans and specifications to be submitted to the Health Department for review and approval prior to starting construction or remodeling of restaurants, grocery stores, concession stands or any other type of food service operation. The plan review process is used to verify that the proposed establishment or remodeling meets the requirements of the Colorado Retail Food Establishment Rules and Regulations. In addition, potential problems can be spotted while still on paper and modifications can be made BEFORE costly purchases, installation and construction are complete. Complete and return this packet to the Weld County Department of Public Health and Environment, Environmental Health Services, at least thirty (30) days before beginning construction. Please use the following list to assure that you've included all the necessary items with your submittal. LACK OF COMPLETE INFORMATION MAY DELAY THE REVIEW AND PLAN APPROVAL 1) Plan Review Application Form, including Annexes 1 and 2 2) Retail Food Establishment License Application 3) Retail Food Establishment Information Form 4) Photocopy of State Sales Tax License 5) Zoning Department Approval Form 6) Plan review application fee of $100.00 (nonrefundable) 7) Sole proprietors and individual applicants must submit the affidavit and identification verifying legal presence in the United States (24-76.5-101 Colorado Revised Statutes) 8) Non -Profit applicants must submit evidence of non-profit status (501 C 3). Within fourteen (14) working days of the receipt of the above information, you will receive a written response from our office advising of approval or disapproval of the submitted plans. Either plans will be approved OR changes will be required in order to comply with the Colorado Retail Food Establishment Rules and Regulations. Once the plans are approved, you may begin construction. Additional Fees Required: Plan review fees above and beyond the application fee will be due at the time of licensing. Fees are charged at $50.00 per hour (not to exceed $580.00) for review, consultations in the office or by phone, and the inspections necessary to open the facility. DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 North 17th Avenue Greeley, CO 80631 www.weldhealth.org ' 11 Health Administration Vital Records Tele: 970-304-6410 Fax: 970-3046412 Our vision: Together with the Public Health & Clinical Services Tele: 970-304-M20 Fax: 970-304-6416 Environmental Health Services Tele: 970-304-6415 Fax: 970-304-6411 Communication, Education & Planning Tele: 970-304-6470 Fax: 970-304-M52 Public Health Emergency Preparedness & Response Tele: 970-304-6420 Fax: 970-304-6469 communities we serve, we ,ire working to make Weld County the healthiest place to live, learn, work, and play. Retail Food Establishment Application STEP 2 —Obtaining the License Important information regarding required inspections: Weld County requires at least two inspections of your facility in order to complete the plan review process and obtain permission to open for business. One will be a construction check or walk-through inspection, and the other will be the pre -opening inspection at which the license will be issued. Call at least 5 working days in advance when scheduling the plan review inspections. 1. Walk-through or construction check inspection: Call for a walk-through inspection approximately 2-3 weeks prior to the completion of the project. This inspection is to assure that the plans approved were followed and that there are no other unexpected major compliance obstacles. Usually a short "punch list" is created with items to be addressed by the final inspection. Refrigeration will be checked at this inspection. All units should be operating at a temperature that will hold potentially hazardous foods at 41°F or below (usually about 38°F air temperature). 2. Pre -opening or licensing inspection: Usually conducted 2-3 days prior to opening for business. All food, equipment and chemicals should be present. All items noted on the walk-through inspection report should be completed. The following will be collected at the licensing inspection: a. The license fee b. The remainder of the plan review fees ($50.00 an hour, not to exceed $580.00, is charged for desk review, consultations in the office and by phone, and the inspections necessary to open the facility) c. The signed water, sewer, building and fire department approval forms PLAN REVIEW APPLICATION FORM Application Date: Weld County Department of Public Health and Environment Environmental Health Services 1555 North 17th Avenue, Greeley, Colorado 80631 Phone: 970-304-6415 Fax: 970-304-6411 Establishment Information Name of Establishment: Phone: Street Address: Cell: City: Fax: State/Zip: Email: County: Business/Ownership Information Individual(s) or Corporate Name: Phone: Street Address: Cell: City: Fax: State/Zip: Email: Contact Information Name of Primary Contact: Phone: Street Address: Cell: City: Fax: State/Zip: Email: Name of Architect: Phone: Street Address: Cell: City: Fax: State/Zip: Email: Name of Contractor: Phone: Street Address: Cell: City: Fax: State/Zip: Email: Date construction is to start: Date of planned opening: Plan Review Form_FY2014 1 Below is a checklist of required information needed to complete the plan review. Please ensure all information is included. **Lack of complete information will delay review and plan approval.** Facility Floor Plan/Equipment Layout Site Plan Equipment Specifications Chemical and Personal Storage Plumbing Plans and Schedules Fixtures Requiring Hot Water (See Annex 1) Mechanical Plans and Schedules Menu and Food handling Procedures (See Annex 2) Electrical Plans and Schedules Employee Hygiene Guidance (SeeAnnex3) Have plans for this establishment been submitted to the local building department? YES / NO If yes, name of local building department: Have plans for this operation been previously submitted or do you intend to submit plans to other counties in the state of Colorado? YES / NO If yes, which county(s): Date submitted: Date submitted: Newly Constructed: YES / NO Extensively Remodeled: YES / NO Type of Retail Food Establishment (Check all that apply) Full Service Restaurant Bar Fast Food Coffee Shop Market (Grocery) School Food Program Deli Catering Operation Fish Market Concession Meat Market Manufacturer with Retail Sales Convenience Store Other: Seating Capacity: Indoor: Outdoor: Plan Review Form_FY2014 2 Square Footage and Area Location *If the establishment is in a multi -story structure, indicate on which floors each area is located. Please indicate square footage in each area Square Feet (ft2) *Floor Total Square Feet of the Establishment Total Square Feet of the Kitchen Area Square Feet of the Food Preparation and Dishwashing Area(s) Square Feet of Food/Beverage Storage Area(s) Square Feet of Retail Sales Area (Markets) Days and Hours of Operation Days Sunday Monday Tuesday Wednesday Thursday Friday Saturday Hours For seasonal operations, please circle all that apply Jan Feb Mar Apr May Jun Jul Aug Sept Oct Nov Dec Projected daily maximum number of meals to be served per shift, where applicable. Breakfast Lunch Dinner Maximum number of staff per shift, where applicable. Breakfast Lunch Dinner I. FACILITY FLOOR PLAN/EQUIPMENT LAYOUT: A. Submit floor plans drawn to scale that include the location and identification of all equipment, plumbing fixtures and storage areas that may apply to the establishment. Check all that apply. Handsink(s) Dry Storage Area(s) Chemical and Personal Storage Area(s) Food Preparation Sink(s) Chemical Dispensing Unit(s) Floor Sinks/Floor Drains Utility Mop Sink(s) Wait Station(s) Recycle/Damaged/Returned Goods Dump Sink(s) Bar Service Area(s) Ice Bins/Ice Machines Warewashing Sink(s) Water Heater Location(s) Dipper Well(s) Dishmachines Indoor/Outdoor Seating Grease Interceptor/Grease Trap Toilet Facilities Outdoor Cooking/Bar/Patio Laundry Facility Location(s) Plan Review Form_FY2014 3 B. Provide or use the finish schedule in Table 1 below to indicate interior finishes for each room within the establishment. (Table 1) ROOM FINISH SCHEDULE Room Name or Number Floors Wall Finishes Ceiling Material Finish Type of Base North East South West Material Finish Kitchen Tile Smooth Rubber Cove FRP FRP FRP Stainless Vinyl Acoustic Tile Smooth Plan Review Form_FY2014 4 II. EQUIPMENT SPECIFICATIONS: A. Submit equipment specification sheets, including make and model numbers. All equipment shall be of commercial design. If the specification sheet lists more than one piece of equipment, identify the specific equipment to be used. B. Provide information on refrigeration/freezer capacities and hot food holding units by completing Tables 2 and Table 3 below. (Table 2) Refrigeration/Freezer Capacities TYPE OF UNIT # OF UNITS PROVIDED TOTAL CUBIC FEET Walk-in Refrigeration Walk-in Freezer Reach -in Cooler Open Top Sandwich Cooler Reach -in Freezer Blast Chiller Retail Display Other: (Table 3) Hot Food Holding Units TYPE OF UNIT # OF UNITS PROVIDED Steam Tables Hot Box Cook & Hold Units Other: C. Consumer Display and Self -Service Food Items: 1. Will bulk food items such as candy, trail mix, etc. be sold in a retail manner to the public? YES / NO If yes, please submit equipment specifications for bulk food bins. 2. Food Shields and Sneeze Guards: Submit the type, specification sheets, and location(s). D. Please provide installation information for all equipment in Table 4 on Page 6. Complete the following table to indicate method of equipment installation or attach an equipment schedule, including display units. Plan Review Form_FY2014 5 (Table 4) Equipment Installation List Installation Method Floor Mounted Counter/ Table - Mounted o u O m Equipment Make/Model New (N) / Used (U) Plumbing Required Yes / No Casters Legs: 6" Sealed In Place Portable Legs: 4" Sealed In Place Plan Review Form_FY2014 6 III. PLUMBING PLANS AND SCHEDULES: A. Submit a plumbing plan that indicates location and specifications of the following: 1. Floor sinks and floor drains 2. Restrooms, toilets, urinals and hand washing sinks 3. Grease trap, grease interceptor, or solids interceptor, if required by the local building, water or sanitation authority 4. Hose bibs and hose reels, if applicable 5. Laundry facilities, if applicable 6. Showers, if applicable B. Complete Table 5 below for all plumbing fixtures and equipment in which food will be placed that will drain to sewer. Indicate if fixtures or equipment will be indirectly drained (e.g. floor sink or air gap), directly connected to the sewer, and/or what method of backflow prevention will be used, if applicable. If additional equipment is provided, please specify in the table below. (Table 5) ID # Fixture or Equipment Indirect/Direct Drainage Method of Backflow Prevention Warewashing Facilities Dish Machine(s) Garbage Disposal(s) Hand Sink(s) Food Preparation Sink(s) Refrigeration Units Ice Bin(s)/Machine(s) Beverage Machines Mop/Utility Sink Chemical Dispensing Units Please Note: Approved backflow protection must be supplied on all fixtures and equipment with submerged inlets. Vacuum breakers must be installed on water inlet lines for dishwashing machines, garbage disposals, and hose bibs. Continuous pressure backflow protection devices must be installed on water lines where a valve or shut off is located between the backflow device and the inlet to the fixture/equipment, such as hose reels. Plan Review Form_FY2014 7 C. Is a food preparation sink provided? YES / NO If yes, please attach a specification sheet for the sink(s) and provide the following information. If yes, is it indirectly drained? YES / NO Dimension of sink compartment(s): x x Length (") Width (") Depth (") Length (") of drainboard(s): D. Is a garbage disposal provided? YES / NO If yes, please indicate the location(s). E. Food/beverages will be primarily served on: Multi -use tableware Single -service tableware Both F. Indicate the locations of drink dump sink(s) installed in areas where soiled drinking glasses are emptied and staged for warewashing. G. Submit the following dishwashing information in Table 6 and Table 7. If alternate equipment or methods will be used in place of traditional drainboards, please provide the size and specification sheet. 1. Manual - Include the size of each compartment (length x width x depth) of the warewashing sink, soiled and clean drainboard length, and whether or not a pre -rinse spray hose will be used. (Table 6) Manual Warewashing Information ID or Code on Plans Length (") of Soiled Drainboard Dimensions (") of Sink Compartments (LxWxD) Length (") of Clean Drainboard Pre -Rinse Sprayer Yes/No Please Note: Warewashing sinks must be large enough to accommodate the largest piece of equipment or utensils used. 2. Mechanical - Provide make and model numbers and attach specification sheets for each warewashing machine. Please indicate if the machine(s) is heat or chemical sanitizing. Indicate soiled and clean drainboard length, whether or not a pre -rinse spray hose will be used, utensil soak sink dimensions and water usage in gallons per hour (GPH). (Table 7) Mechanical Warewashing Information Make Model # Heat/Chemical Sanitizing Drainboard Length (") Pre- Rinse Yes/No Utensil Soak Sink Dimensions (") (LxWxD) Water Usage (GPH) a. Is a booster heater provided? YES / NO If yes, please complete Table 8 on Page 9: Plan Review Form_FY2014 8 (Table 8) Booster Heater Information Make Model # kW/BTU Rating Distance from Machine (ft) H. Provide the following water heater information in Table 9, Table 10 or Table 11, where applicable. (Please attach specification sheets) 1. If more than one water heater is to be installed, please indicate which plumbing fixtures each heater or system will service. (Table 9) Standard Tank Type Heater Make Model # KW/BTU Rating (Table 10) Heat Reclaim System Make Model # KW/BTU Rating (Table 11) Instantaneous/Tankless Systems (Gallons Per Minute, GPM, please circle which required degree rise will be used in the flow rate column) Make Model # BTU Rating Flow Rate (GPM) @ 80°F or 100°F rise Storage Tank Capacity (Gallons), if applicable Please Note: For instantaneous/tankless systems when a dishmachine is used, a properly sized storage tank (minimum 20 gallons), recirculation line, and an aqua stat (water thermostat) must be installed. IV. MECHANICAL PLANS AND SCHEDULES: A. Provide plans and schedules that indicate the location and specifications of ventilation hoods and restroom exhaust fans. The ventilation schedule shall include exhaust capacities (CFMs) for all hoods and exhaust fans, including ventilation systems in restrooms. Indicate the volume of outside air each roof top and make up air unit will supply into the building. B. Provide make and model numbers or shop drawings for each exhaust hood and fan. Provide the size (length x width) of each hood. Include manufacturer's recommended exhaust listings in CFMs. Plan Review Form_FY2014 9 (Table 12) Type I Hood Air Balance Report Fan ID # Exhaust CFMs Total Supply Air CFMs *Outside Air CFM *Please Note: Volume of make-up air supplied into building must be greater than exhaust from building. V. ELECTRICAL PLANS AND SCHEDULES: A. Provide plans and schedules that indicate the location and specifications of all lights. *Please Note: All lights in kitchen areas, dry storage areas, dishwashing areas, inside equipment, and above areas where open foods are held or displayed must be equipped with shatter proof bulbs or shields that will protect open food, utensils and single use items from broken glass if a bulb is broken. VI. SITE PLAN: A. Submit a site plan which includes the following: 1. Refuse enclosure(s) and trash compactor(s) 2. Outside walk-in cooler(s)/freezer(s) 3. Outside storage area(s) 4. Location of well(s) and water supply line(s) servicing the building, if applicable 5. On site waste water treatment system(s) and sewer line(s) servicing the building, if applicable 6. Grease interceptor(s)/grease trap(s), if required by local building authority B. Water Supply and Wastewater Systems: 1. Community/Public: YES / NO If yes, name of district: 2. Non -Community: YES / NO If yes, Public Water System Identification (PWSID) PWSID Number: 3. Private: YES / NO If yes, please complete Table 13 and attach a copy of the most recent water sample test results. a. Submit a piping diagram of the disinfection system. Include size of holding tank(s), pressure tank(s), make and model number of treatment system, etc. (Table 13) Drinking Water Supply Information Well Spring Depth (ft) N/A Method of Disinfection C. Sewage Disposal: Municipal/Public: YES / NO If yes, name of district: On -site waste water treatment system: YES / NO If yes, indicate location on site plan and attach a copy of the permit(s) for the system(s) that will service the establishment. VII. CHEMICAL AND PERSONAL STORAGE: A. Submit the proposed locations of chemical and employee personal items storage areas. Plan Review Form_FY2014 10 Annex 1: Table 14 Number of Plumbing Fixtures Requiring Hot Water Provide the number of plumbing fixtures requiring hot water in Table 14 below. This information will be used to determine hot water demand within the facility and sizing criteria for the water heater. (Table 14) Plumbing Fixture Requiring Hot Water Number of Fixtures throughout facility 3 -compartment sink(s) Warewashing machine(s) Pre -rinse sprayer(s) Utensil soak sink(s) Handsink(s) include restrooms Mop sink(s)/Utility sink(s) Garbage can washer Shower(s) Hose bib(s) used for cleaning Annex 2: Menu and Food Handling Procedures A. Please submit menu(s), such as breakfast, lunch and dinner menus. B. If SOPS (Standard Operating Procedures) or Food Handling Procedure Manuals that describe food preparation procedures are available, please submit with plans and verify that questions C -H are addressed. If not, please provide responses in the corresponding sections. C. Will vacuum packaging/reduced oxygen packaging or specialized processes as defined in Section 3-606 and 3-607 of the Regulation be conducted? YES / NO If yes, please provide specification sheets for the equipment that will be used and a copy of the required HACCP plan for each category of food to be processed in this manner. (Reference 3-606 and 3- 607, Specialized Processing methods, Reduced Oxygen Packaging, Colorado Retail food Establishment Rules and Regulations) D. Please describe how the temperature of potentially hazardous foods will be monitored. Detail frequency of temperature checks and what foods and/or equipment will be monitored. If logs or other types of documentation will be used to help manage proper food temperatures, please attach copies. E. Will potentially hazardous foods be rapidly cooled to 41°F (5°C) or below? YES / NO If yes, please explain how they will be cooled and the method used for rapid cooling. (Reference 3-603 Cooling and 3-604 Cooling Methods in the Colorado Retail Food Establishment Rules and Regulations. Plan Review Form_FY2014 11 1. List the foods that will require rapid cooling. Include foods that are made from scratch such as soups, sauces, potato salad, pastas, chili, noodles, roasts, casseroles, sausages, yogurts, etc.: F. Will potentially hazardous foods be reheated and then held hot before being served? YES / NO If yes, please explain how they will be rapidly reheated to above 165°F (74°C) within 2 hours. (Reference 3-504 Reheating, in the Colorado Retail Food Establishment Rules and Regulations.) 1. List the equipment that will be used for reheating: G. Describe how frozen foods will be thawed. (Reference 3-601 Thawing, in the Colorado Retail Food Establishment Rules and Regulations.) H. Will raw meats, poultry, or seafood be stored/displayed in the same refrigerator(s) and freezer(s) with cooked, ready -to -eat foods? YES / NO I. Will catering be conducted? YES / NO J. Will food be transported or delivered to another location? YES / NO If yes, please list the equipment that will be used to maintain food at proper temperatures during transport. K. Will foods be prepared tableside in dining areas? YES / NO If yes, please list the foods that are intended for tableside preparation. L. Will a salad bar, buffet line, omelet station, saut� station, carving station, beverage bar or customer self service areas be operated? YES / NO M. Will produce be washed? YES / NO If not, will produce be received prewashed? YES / NO If it will be received prewashed, please provide documentation from your supplier stating such. N. Will the establishment prepare foods that will be sold wholesale? YES / NO If yes, please visit www.colorado.gov/cdphe/dehs/ and click on Food Manufacturer's and Warehouses. O. Describe how ready -to -eat foods will be handled. (Reference 3-401 Preventing Contamination from Hands, in the Colorado Retail Food Establishment Rules and Regulations.) Plan Review Form_FY2014 12 Annex 3: Employee Hygiene Guidance and Requirements Section 2-201 of the Colorado Retail Food Establishment Rules and Regulations (Regulations) states that management has the responsibility to inform and monitor conditional employees or food employees to ensure that they have good hygienic practices and know when they should not come to work because of illness. Below is a list of the "Big 5" highly infective pathogens that can easily be transmitted by food handlers to food and cause severe illness: 1.) Norovirus; 2.) Hepatitis A virus; 3.) Salmonella Typhi; 4.) Shigella ssp; 5.) Escherichia coli (E.coli) O157:H7 (or other Enterohemorrhagic or Shiga toxin -producing E.coli) Should employees exhibit the following symptoms, refer to section 2-202 of the Regulations to determine when a food handler should be excluded or restricted from food handling duties: • Vomiting • Diarrhea • Jaundice (yellow skin or eyes) • Sore throat with fever • Infected cuts and burns with pus on hands and wrists ❖ Employees can return to work if they are free of the symptoms listed above for 24 hours or more. ❖ If an employee has been diagnosed by a health practitioner to have any one of the "Big 5" pathogens, prior to returning to work, they must be cleared by their health practitioner and the Health Department. Additional Resources Employee Health and Personal hygiene Handbook: http://www.fda.gov/Food/GuidanceRegulation/RetailFoodProtection/IndustryandRegulatoryAssistanceandTrain ingResources/ucm113827.htm Communicable Disease Manual: http://www.colorado.gov/cs/Satellite/CDPHE-DCEED/CBON/1251607755419 Employee Illness Flow Chart: When to exclude and restrict employees from working. Plan Review Form_FY2014 13 cid.cLe Dapirtmmd of PolliicIlcakb ffnd l uriaon n E vIplc) ee Illness: - 'E. F C::'i/:=:ha - Use this diagram to help you determine whether an employee should be- restricted or excluded from food handling at your facility. Has the employee been limusagaviith rrorotitr6,. E. call, Shigella, Hepatitis A, or Salmonella Typhi fever), or does the employee have jetu c ce? 005tateFoad5afety.i. I LE the employee experienang symptoms of vomiting or diarrhea? 4lksw regular wadi_ Egiliiiig the empinyree horn wink wild they hare been symptom free for at feast a4 hors. Yes. Eadude the employee frarr wort omlaCtyOrr Ind regulatary antimony immediately_ is the employee eogre rienclig sore throat with a fever? Alkaw regular work Content source: Colorado P_trrKnt Dr Pubic He ltherA rreirvnn7errt Does your esteblishmen t serve e highly -susceptible paptlation? Ho. ermployree. This means they may not work with exposed food, dean equQrnerrt; utensils, Wens, or unwrapped single -service items. Jr Does the employee have a lesion ar an infected, open wound an thel hands or arms? 4 Protect the lesion or wound with an nrpermeahle cover and use a single -use gloms_ Esdiale from _ I Allow regular work_ Reinstate employee once they provide a dortor's note siwtalig they have been -on an antibiotic for mare then 2A hours, have a negative throat ciiitu re for strep, or the doctor otherwise determines they are free from strep infection. 2412 AboveTr sin islg Inc. Plan Review Form_FY2014 14 CR D002 (06!09) COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT DENVER CD 80246-1530 Departmental Use Only RETAIL FOOD ESTABLISHMENT LICENSE APPLICATION FOR CALENDAR YEAR This application will be rejected unless all questions are fully answered, proper remittance is attached, and Health Department approval is obtained. The state may convert your check to a one time electronic banking transaction. Your bank account may be debited as early as the same day received by the State. If converted, your check will not be returned. If your check is rejected due to insufficient or uncollectible funds, the Department of Revenue may collect the payment amount directly from your bank account electronically. Mail remittance and application to: Health Department Approval Type of Ownership ❑ Individual (If individual or sole proprietor owner, you must complete the enclosed affidavit and provide a notarized copy of an approved identification.) ❑ General Partnership ❑ Limited Partnership ❑ Limited Liability Company ❑ Limited Liability Partnership ❑ Limited Liability Limited Partnership ❑ Corporation ❑ "S" Corporation ❑ Association ❑ Estate ❑ Government ❑ Joint Venture ❑ Trust ❑ Non -Profit 501(c)(3) [ Please enclose copy of IRS letter of exemption] ❑ Other Non-profit Certificate/License to be issued in the name(s) of (full legal name of corporation; individual owner or name of first partner) (names of second and additional partners or corporation officers) Trade Name (DBA) FEIN Number/Social Security Number Business Located at (street or rural route, city, state, and ZIP code) County in which business is actually located Phone Number Mailing Address (if different from location above; include street, city, state, and ZIP code) Date you started the business ❑ If seasonal, mark each business month ❑ JAN ❑ MAR ❑ MAY ❑ JULY ❑ SEPT ❑ NOV ❑ FEB ❑ APR ❑ JUNE ❑ AUG ❑ OCT ❑ DEC Seasonal Date of Operation: Begin Date / End Date / Month Day Month Day Are you liable for reporting state sales tax? ❑ Yes ❑ No Liquor? ❑ Yes ❑ No Gaming? ❑ Yes ❑ No Colorado Sales Tax Account Number (required) Name and address of previous owner In consideration thereof, I do hereby certify that I have complied with all items of sanitation as listed in the Colorado Retail Food Establishment Code, and that I have complied with all orders given me by authorized inspectors of the Colorado Department of Public Health and Environment or local board of health. I do hereby agree that in the event that the items of sanitation are not complied with, I will discontinue serving food until such time as requirements are met. Signature Title Date Colorado Sales Tax Account Number (required) Name and address of current owner Calendar Year For Health Department Use Only ❑ No fee License (School, Charitable, Other) (3273 ❑ Mobile Unit (3289 ❑ Mobile Unit (Prepackaged Food) (3292 ❑ Temporary/Special Event Establishment (3291 ❑ Temporary/Special Event(Prepackaged Food) (3293 ❑ Restaurant 0-100 Seats (3274 ❑ Restaurant 101-200 Seats (3275 ❑ Restaurant Over 200 Seats (3276 ❑ Grocery Store 0-3,500 Sq Ft (3277 ❑ Grocery Store 3,501- 15,000 Sq Ft (3278 ❑ Grocery Store 15,001-25,000 Sq Ft (3279 ❑ Grocery Store 25,001-45,000 Sq Ft (3280 ❑ Grocery Store 45,001-65,000 Sq Ft (3281 ❑ Grocery Store 65,001-85,000 Sq Ft (3282 750) $0 750) $255.00 750)....$115.00 750)....$255.00 750)....$115.00 750)....$255.00 750)....$285.00 750) .... $310.00 750)....$115.00 750) ....$180.00 750)....$200.00 750)....$235.00 750)....$290.00 750)....$415.00 ❑ Grocery Store Over 85,000 Sq Ft ❑ Grocery w/Deli 0-3,500 Sq Ft ❑ Grocery w/Deli 3,501-15,000 Sq Ft ❑ Grocery w/Deli 15,001-25,000 Sq Ft ❑ Grocery w/Deli 25,001-45,000 Sq Ft ❑ Grocery w/Deli 45,001- 65,000 Sq Ft ❑ Grocery w/Deli 65,001- 85,000 Sq Ft ❑ Grocery w/Deli Over 85,000 Sq Ft ❑ Oil & Gas Temp. ❑ Oil & Gas Temp. ❑ Oil & Gas Temp. ❑ Oil & Gas Temp. (3294 (3283 (3284 (3285 (3286 (3287 (3288 (3295 0-50 (Initial License) (3296 Over 50 (Initial License) (3298 0-50 (Renewal) (3297 Over 50 (Renewal)(3299 (999) 750) $500.00 750) $207.00 750) $338.00 750) $360.00 750) $395.00 750) $450.00 750) $575.00 750) $690.00 750) $750.00 750) .. $1,250.00 750) $275.00 750) $500.00 .00 FOR OFFICE USE ONLY IN# ACCT. I.D. # SR# RETAIL FOOD ESTABLISHMENT INFORMATION FORM OWNER INFORMATION 1. Owner(s) Name Email Address 2. Corporation Name (as it appears on Sales Tax License) 3. Owner Address City State Zip 4. Home Phone No. ( ) Work Phone No. ( ) 5. Owner Mailing Address City State Zip 6. Driver's License No.: (For Mobile Establishments Only) ESTABLISHMENT INFORMATION 1. Establishment Name 2. Site Address City State Zip 3. Mailing Address City State Zip 4. Phone Number: ( ) Manager/Contact Person 5. State Sales Tax Number: Seating Capacity 6. Hours of Operation: Days Su M T W Th F Sa Business Hours (circle all that apply) 7. Water Supply (check one) ❑ Community / Public ❑ Non -Community / Private ❑ Well 8. Sewage Disposal (check one) ❑ Municipal / Public ❑ individual Sewage Disposal System Name of District PWSID # to / to Depth Name of District Permit # 9. SEND LICENSE/RENEWALS TO: (check one) ❑ Owner Mailing Address ❑ Establishment Site Address ❑ Establishment Mailing Address ❑ Or: 10. CHANGE OF OWNERSHIP ONLY Previous Establishment Name Date of change of ownership : Has facility been closed for more than 2 weeks? Yes No Has Menu Changed? Yes No Has equipment changed? Yes No Has layout of kitchen changed? Yes No Owner/Operator Signature & Title Date DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 Web: http://www.weldhealth.orq Health Administration Public Health & Clinical Vital Records Services Tale: 970.304 6410 Tele: 970 304.6420 Fax: 970.304 6412 Fax'. 970 304.6416 Environmental Health Services Tel e: 970.304.6415 Fax: 970.304.6411 Communication, Education & Planning Tele' 970 304.647D Fax: 970.3046452 Public Health Emergency Preparedness & Response Tale: 970.304 6420 Fax: 970.304 6469 Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to five, learn, work and play. LOCAL FIRE DEPARTMENT APPROVAL Please complete the following information and have your local fire authority representative complete the section indicated. Once the form is completed, submit to the address stated below. Food Service Establishment Name: Food Service Establishment Address: Phone Number : City: State Zip Code: Tax I.D. Number: Seating Capacity: THIS SECTION TO BE COMPLETED BY FIRE DEPARTMENT Check one of the following: ❑ The above named establishment meets the requirements for Fire Department approval without further action by establishment. ❑ The above named establishment does not meet the requirements for Fire Department approval. ❑ Please see attached letter. Comments: Fire Inspector Name (please print): Fire Inspector Signature: Local Jurisdiction: Title Date: Phone Number: ( ) Please Remit to: Weld County Department of Public Health & Environment Attn: Environmental Health Services 1555 N. 17th Avenue Greeley, CO 80631 Phone (970) 304-6415 Fax (970) 304-6411 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 Web: http://www.weldhealth.orq Public Health Health Administration Public Health Si Clinical Environmental Health Communication, Emergency Preparedness Vital Records Services Services Education Si Planning Si Response Tele: 970.304 6410 Tele: 970 304.6420 Tele' 970 304.6415 Tele' 970 304.647D Tele: 970.304 6420 Fax: 970.304 6412 F2)(' Fax: 970.304.6411 Fax: 970.304.6452 Fax: 970.304 6469 Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to ilve. learn work and play. LOCAL BUILDING DEPARTMENT APPROVAL Please complete the following information and have your local building inspection representative complete the section indicated. Once the form is completed, submit to the address stated below. Food Service Establishment Name: Food Service Establishment Address: City: Phone Number : Building Permit Number State Zip Code: Tax I.D. Number: Square Footage: Occupancy Load: THIS SECTION FOR BUILDING DEPARTMENT USE ONLY Check any that apply: ❑ The above named establishment meets the requirements for Building Department approval without further action by establishment. ❑ The above named establishment does not meet the requirements for Building Department approval. ❑ Please see attached letter Comments: Building Inspector Name (please print): Building Inspector Signature: Local Jurisdiction: Title Date: Phone Number: ( ) Please Remit to: Weld County Department of Public Health & Environment Attn: Environmental Health Services 1555 N. 17th Avenue Greeley, CO 80631 Phone (970) 304-6415 Fax (970) 304-6411 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 Web: http://www.weldhealth.orq Health Administration Vital Records Tele' 970 304.6410 Fax. 970 304.6412 Public Health & Clinical Services Tele: 970.304 6420 Fax: 970.304.6416 Environmental Health Services Tele: 970.304 6415 Fax: 970.304 6411 Communication, Education & Planning Tele: 970.304 6470 Fax: 970.304 6452 Public Health Emergency Preparedness & Response Tele: 970.304.6420 Fax: 970.304.6469 Our vision' Together with the communities we serve, we are working to make Weld County the healthiest place to live. learn, work and play. LOCAL ZONING DEPARTMENT APPROVAL Please complete the following information and have your local zoning office representative complete the section indicated. Once the form is completed, submit to the address stated below. Food Service Establishment Name: Food Service Establishment Address: Phone Number : City: State Zip Code: Tax I.D. Number: THIS SECTION FOR ZONING DEPARTMENT USE ONLY Check any that apply: ❑ The above named establishment meets the requirements for Zoning Department approval without further action by establishment. ❑ The above named establishment does not meet the requirements for Zoning Department approval. ❑ Please see attached letter. Comments: Zoning Inspector Name (please print): Title Zoning Inspector Signature: Local Jurisdiction: Date: Phone Number: ( ) Please Remit to: Weld County Department of Public Health & Environment Attn: Environmental Health Services 1555 N. 17th Avenue Greeley, CO 80631 Phone (970) 304-6415 Fax (970) 304-6411 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 Web: http://www.weldhealth.orq Public Health Health Administration Public Health Si Clinical Environmental Health Communication, Emergency Preparedness Vital Records Services Services Education Si Planning Si Response Tele: 970.304 6410 Tele: 970 304.6420 Tele' 970 304.6415 Tele' 970 304.647D Tele: 970.304.6420 Fax: 970.304 6412 F2)(' Fax: 970.304.6411 Fax: 970.3046452 Fax: 970.304.6469 Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to Ave. learn, work and play, WATER DEPARTMENT APPROVAL Food Service Establishment Name: Food Service Establishment Address: City: State Zip Code: Phone Number: ( THIS SECTION FOR WATER DEPARTMENT USE ONLY What is the water source? (Please circle one) Regulated Public Water System or Unregulated Water System REGULATED PUBLIC WATER: Community Water System Date Connected to Source: Official's Signature: Title: Name of Source: Date: Phone Number: ( ) Non -Community Water System PWSID#: PLEASE ATTACH APPROVAL LETTER FROM STATE AS SIGNED BY DISTRICT ENGINEER UNREGULATED WATER SYSTEM: Depth of Well What type of continuous treatment will be provided? How/where will quarterly bacteriological samples be submitted? Who will be testing chlorine residual and logging results when establishment is open? PLEASE ATTACH WRITTEN COMPLIANCE PLAN Weld County Health Dept. Water Program Manager Signature: Date: Title: Phone Number: ( ) Please Remit to: Weld County Department of Public Health & Environment Attn: Environmental Health Services 1555 N. 17th Avenue Greeley, CO 80631 Phone (970) 304-6415 Fax (970) 304-6411 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 Web: http://www.weldhealth.orq Health Administration Vital Records Tele: 970.304.6410 Fax: 970.304 6412 Public Health & Clinical Services Tele: 970.304 6420 Fax: 973.304 B416 Environmental Health Services Tele: 970 304.6415 Fax. 970.304.641 1 Communication, Education & Planning Tele: 970.304.6470 Fax: 970.304.6452 Public Health Emergency Preparedness & Response Tele: 970.304.6420 Fax: 970.304.6469 Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to live, learn, work and play. SEWAGE DISPOSAL APPROVAL FORM Food Service Establishment Name: Phone Number: ( ) Food Service Establishment Address: City: State Zip Code: Type of System: Sanitary Sewer or Individual Sewage Disposal System(ISDS) (MUST COMPLETE BACK OF FORM) THIS SECTION FOR SEWAGE DISPOSAL OFFICALS ONLY SANITARY SEWER: Sanitation District: Installation Date: System Official (please print): Title Official's Signature: Date: THIS SECTION FOR WELD COUNTY HEALTH OFFICIALS ONLY INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS): Permit Name: Permit Number: Is system sized correctly for intended use: Yes No Official's Signature: Title Date: Please Remit to: Weld County Department of Public Health & Environment Attn: Environmental Health Services 1555 N. 17th Avenue Greeley, CO 80631 Phone (970) 304-6415 Fax (970) 304-6411 Page 2 Sewage Disposal Approval Form INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS): Restaurant Information: Proposed Seating Capacity: Will establishment be: Full Service or Paper Service? Will you have a liquor license? Yes No Proposed Bar Seating Capacity? Meals Served: (Circle all that apply) Breakfast Lunch Dinner Septic System Information: Permit Name Permit Number Last time system was pumped: Installation Date: Was the system: Engineer Designed or Engineer Evaluated? System Capacity: Restaurant Seats Liquor License: Yes No Bar seats Grease Trap / Interceptor: Yes No Is system sized correctly for intended use: Yes No System (Owner) Official: Title Address: Age of Septic System Legal: PT: PT: SEC: TWN: N RNG: W Subdivision: LOT: BLK: FLG: Property Owner: Original Owner: Tank Pumped on: By: Licensed: Yes No PERMIT ON RECORD: Name: Permit No.: S.O.E. Y/N Bathrooms: Bedrooms: Total Acres: Date of Final Inspection: Water Supply: Well Permit No.: Tank Capacity: gallons Leachfield Size square feet Please include a copy of the following: Pumping Receipt and Septic Permit DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 Web: http://www.weldhealth.orq Health Administration Public Health & Clinical Vital Records Services Tele: 970.304.6410 Tele 970.304.6423 Fax: 970.304.6412 Fax: 970.304.6416 Environmental Health Services Tele: 970.304.6415 Fax: 970.304.6411 Communication, Education & Planning Tele: 970 304.6470 Fax. 970 304.6452 Public Health Emergency Preparedness & Response Tele: 970.304.6420 Fax: 970.304.6469 Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to live, learn. work and play. Subject: Implementation of C.R.S., 24-76.5-101, et. seq., "Restrictions on Public Benefits" (HB 1023) To Whom It May Concern: You will find an affidavit included with your renewal registration/application. All licenses, certifications, and registrations issued to individual owners or sole proprietors by the Colorado Department of Public Health and Environment must be accompanied by verification of citizenship. This requirement does not apply to you if you are not an individual owner or sole proprietor. Verification includes completing the affidavit and providing a notarized copy of an approved identification. Approved identification includes: • A valid Colorado driver's license or a Colorado identification card; • A United States military card or a military dependent's identification card; • A United States Coast Guard Merchant Mariner card; • A Native American Tribal Document, In addition to the above listed forms of identification, the following will be allowed until March 1, 2007. • A certificate verifying naturalized status issued by an authorized agency of the United States bearing applicant's intact photograph impressed with the raised embossed seal of the issuing agency; • A certificate verifying United States citizenship issued by an authorized agency of the United States bearing applicant's intact photograph impressed with thc raised embossed seal of thc issuing agency, or; • Other approved State's driver's license or identification card. Not all states verify lawful presence prior to issuing license. Therefore, only those States listed below are deemed acceptable.' You may access a notary in your area by conducting a search through directory assistance for "public notaries." C.R.S., 24-76.5-101, "Restrictions on Public Benefits" became effective August 1, 2006, and requires "each agency or political subdivision of the state" to verify the lawful presence in the United States of every applicant for public benefits. The law requires the verification of citizenship in order for persons eighteen years of age or older to receive certain benefits or obtain a license or certification from the department. If the recipient of the benefit is under eighteen years of age, the law does not apply. If you need assistance in complying with this law or if there is additional information you feel we need to be aware of, please do not hesitate to contact me at (970) 304-6415. Sincerely, Debra Adamson Environmental Health Manager Environmental Health Services I Alabama, Arizona, Arkansas, California, Connecticut, Delaware, District of Columbia, Florida, Georgia, Idaho, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Minnesota, Mississippi, Missouri, Montana, Nevada, New Hampshire, New Jersey, New York, North Dakota, Ohio, Oklahoma, Pennsylvania, Rhode Island, South Carolina, South Dakota, Virginia, West Virginia, and Wyoming; Colorado Department of Public Health and Environment AFFIDAVIT - RESTRICTIONS ON PUBLIC BENEFITS , swear or affirm under penalty of perjury under the laws of the State of Colorado that (check one): I am a United States citizen, or I am a Permanent Resident of the United States, or I am lawfully present in the United States pursuant to Federal law. I understand that this sworn statement is required by law because I have applied for a public benefit. I understand that state law requires me to provide proof that I am lawfully present in the United States prior to receipt of this public benefit. I further acknowledge that making a false, fictitious, or fraudulent statement or representation in this sworn affidavit is punishable under the criminal laws of Colorado as perjury in the second degree under Colorado Revised Statute 18-8-503 and it shall constitute a separate criminal offense each time a public benefit is fraudulently received. Signature Date Firm's Lcgal Name: Firm's Site Address: Street Unit City Zip Colorado Department of Public Health and Environment AFFIDAVIT - RESTRICTIONS ON PUBLIC BENEFITS , swear or affirm under penalty of perjury under the laws of the State of Colorado that (check one): I am a United States citizen, or I am a Permanent Resident of the United States, or I am lawfully present in the United States pursuant to Federal law. I understand that this sworn statement is required by law because I have applied for a public benefit. I understand that state law requires me to provide proof that I am lawfully present in the United States prior to receipt of this public benefit. I further acknowledge that making a false, fictitious, or fraudulent statement or representation in this sworn affidavit is punishable under the criminal laws of Colorado as perjury in the second degree under Colorado Revised Statute 18-8-503 and it shall constitute a separate criminal offense each time a public benefit is fraudulently received. Signature Date Firm's Lcgal Name: Firm's Site Address: Street Unit City Zip Subscribed and sworn to before me this day of , 2009, by Witness my hand and official seal. My commission expires: Date Notary Public DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 North 17th Avenue Greeley, CO 80631 www.weldhealth.org Health Administration Vital Records Tele: 970 -304 -MI 0 Fax: 970-3046412 Our vision: Together with Public Health & Clinical Services Tele: 970-304-6420 Fax: 970-304-6416 IN LJ Environmental Health Services Tele: 970 -304 -MI5 Fax: 970 -304 -MI 1 Communication, Education & Planning Tele: 970-304-6470 Fax: 970-304-M52 Public Health Emergency Preparedness & Response Tele: 970-304-M20 Fax: 970-304-6469 the communities we serve, we are working to make Weld County the healthiest place to live, learn, work, and play. Retail Food Establishment Application STEP 1 —Preparing for Submission of Plans Colorado Revised Statutes require plans and specifications to be submitted to the Health Department for review and approval prior to starting construction or remodeling of restaurants, grocery stores, concession stands or any other type of food service operation. The plan review process is used to verify that the proposed establishment or remodeling meets the requirements of the Colorado Retail Food Establishment Rules and Regulations. In addition, potential problems can be spotted while still on paper and modifications can be made BEFORE costly purchases, installation and construction are complete. Complete and return this packet to the Weld County Department of Public Health and Environment, Environmental Health Services, at least thirty (30) days before beginning construction. Please use the following list to assure that you've included all the necessary items with your submittal. LACK OF COMPLETE INFORMATION MAY DELAY THE REVIEW AND PLAN APPROVAL 1) Plan Review Application Form, including Annexes 1 and 2 2) Retail Food Establishment License Application 3) Retail Food Establishment Information Form 4) Photocopy of State Sales Tax License 5) Zoning Department Approval Form 6) Plan review application fee of $100.00 (nonrefundable) 7) Sole proprietors and individual applicants must submit the affidavit and identification verifying legal presence in the United States (24-76.5-101 Colorado Revised Statutes) 8) Non -Profit applicants must submit evidence of non-profit status (501 C 3). Within fourteen (14) working days of the receipt of the above information, you will receive a written response from our office advising of approval or disapproval of the submitted plans. Either plans will be approved OR changes will be required in order to comply with the Colorado Retail Food Establishment Rules and Regulations. Once the plans are approved, you may begin construction. Additional Fees Required: Plan review fees above and beyond the application fee will be due at the time of licensing. Fees are charged at $50.00 per hour (not to exceed $580.00) for review, consultations in the office or by phone, and the inspections necessary to open the facility. DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 North 17th Avenue Greeley, CO 80631 www.weldhealth.org ' 11 Health Administration Vital Records Tele: 970-304-6410 Fax: 970-3046412 Our vision: Together with the Public Health & Clinical Services Tele: 970-304-M20 Fax: 970-304-6416 Environmental Health Services Tele: 970-304-6415 Fax: 970-304-6411 Communication, Education & Planning Tele: 970-304-6470 Fax: 970-304-M52 Public Health Emergency Preparedness & Response Tele: 970-304-6420 Fax: 970-304-6469 communities we serve, we ,ire working to make Weld County the healthiest place to live, learn, work, and play. Retail Food Establishment Application STEP 2 —Obtaining the License Important information regarding required inspections: Weld County requires at least two inspections of your facility in order to complete the plan review process and obtain permission to open for business. One will be a construction check or walk-through inspection, and the other will be the pre -opening inspection at which the license will be issued. Call at least 5 working days in advance when scheduling the plan review inspections. 1. Walk-through or construction check inspection: Call for a walk-through inspection approximately 2-3 weeks prior to the completion of the project. This inspection is to assure that the plans approved were followed and that there are no other unexpected major compliance obstacles. Usually a short "punch list" is created with items to be addressed by the final inspection. Refrigeration will be checked at this inspection. All units should be operating at a temperature that will hold potentially hazardous foods at 41°F or below (usually about 38°F air temperature). 2. Pre -opening or licensing inspection: Usually conducted 2-3 days prior to opening for business. All food, equipment and chemicals should be present. All items noted on the walk-through inspection report should be completed. The following will be collected at the licensing inspection: a. The license fee b. The remainder of the plan review fees ($50.00 an hour, not to exceed $580.00, is charged for desk review, consultations in the office and by phone, and the inspections necessary to open the facility) c. The signed water, sewer, building and fire department approval forms PLAN REVIEW APPLICATION FORM Application Date: Weld County Department of Public Health and Environment Environmental Health Services 1555 North 17th Avenue, Greeley, Colorado 80631 Phone: 970-304-6415 Fax: 970-304-6411 Establishment Information Name of Establishment: Phone: Street Address: Cell: City: Fax: State/Zip: Email: County: Business/Ownership Information Individual(s) or Corporate Name: Phone: Street Address: Cell: City: Fax: State/Zip: Email: Contact Information Name of Primary Contact: Phone: Street Address: Cell: City: Fax: State/Zip: Email: Name of Architect: Phone: Street Address: Cell: City: Fax: State/Zip: Email: Name of Contractor: Phone: Street Address: Cell: City: Fax: State/Zip: Email: Date construction is to start: Date of planned opening: Plan Review Form_FY2014 1 Below is a checklist of required information needed to complete the plan review. Please ensure all information is included. **Lack of complete information will delay review and plan approval.** Facility Floor Plan/Equipment Layout Site Plan Equipment Specifications Chemical and Personal Storage Plumbing Plans and Schedules Fixtures Requiring Hot Water (See Annex 1) Mechanical Plans and Schedules Menu and Food handling Procedures (See Annex 2) Electrical Plans and Schedules Employee Hygiene Guidance (SeeAnnex3) Have plans for this establishment been submitted to the local building department? YES / NO If yes, name of local building department: Have plans for this operation been previously submitted or do you intend to submit plans to other counties in the state of Colorado? YES / NO If yes, which county(s): Date submitted: Date submitted: Newly Constructed: YES / NO Extensively Remodeled: YES / NO Type of Retail Food Establishment (Check all that apply) Full Service Restaurant Bar Fast Food Coffee Shop Market (Grocery) School Food Program Deli Catering Operation Fish Market Concession Meat Market Manufacturer with Retail Sales Convenience Store Other: Seating Capacity: Indoor: Outdoor: Plan Review Form_FY2014 2 Square Footage and Area Location *If the establishment is in a multi -story structure, indicate on which floors each area is located. Please indicate square footage in each area Square Feet (ft2) *Floor Total Square Feet of the Establishment Total Square Feet of the Kitchen Area Square Feet of the Food Preparation and Dishwashing Area(s) Square Feet of Food/Beverage Storage Area(s) Square Feet of Retail Sales Area (Markets) Days and Hours of Operation Days Sunday Monday Tuesday Wednesday Thursday Friday Saturday Hours For seasonal operations, please circle all that apply Jan Feb Mar Apr May Jun Jul Aug Sept Oct Nov Dec Projected daily maximum number of meals to be served per shift, where applicable. Breakfast Lunch Dinner Maximum number of staff per shift, where applicable. Breakfast Lunch Dinner I. FACILITY FLOOR PLAN/EQUIPMENT LAYOUT: A. Submit floor plans drawn to scale that include the location and identification of all equipment, plumbing fixtures and storage areas that may apply to the establishment. Check all that apply. Handsink(s) Dry Storage Area(s) Chemical and Personal Storage Area(s) Food Preparation Sink(s) Chemical Dispensing Unit(s) Floor Sinks/Floor Drains Utility Mop Sink(s) Wait Station(s) Recycle/Damaged/Returned Goods Dump Sink(s) Bar Service Area(s) Ice Bins/Ice Machines Warewashing Sink(s) Water Heater Location(s) Dipper Well(s) Dishmachines Indoor/Outdoor Seating Grease Interceptor/Grease Trap Toilet Facilities Outdoor Cooking/Bar/Patio Laundry Facility Location(s) Plan Review Form_FY2014 3 B. Provide or use the finish schedule in Table 1 below to indicate interior finishes for each room within the establishment. (Table 1) ROOM FINISH SCHEDULE Room Name or Number Floors Wall Finishes Ceiling Material Finish Type of Base North East South West Material Finish Kitchen Tile Smooth Rubber Cove FRP FRP FRP Stainless Vinyl Acoustic Tile Smooth Plan Review Form_FY2014 4 II. EQUIPMENT SPECIFICATIONS: A. Submit equipment specification sheets, including make and model numbers. All equipment shall be of commercial design. If the specification sheet lists more than one piece of equipment, identify the specific equipment to be used. B. Provide information on refrigeration/freezer capacities and hot food holding units by completing Tables 2 and Table 3 below. (Table 2) Refrigeration/Freezer Capacities TYPE OF UNIT # OF UNITS PROVIDED TOTAL CUBIC FEET Walk-in Refrigeration Walk-in Freezer Reach -in Cooler Open Top Sandwich Cooler Reach -in Freezer Blast Chiller Retail Display Other: (Table 3) Hot Food Holding Units TYPE OF UNIT # OF UNITS PROVIDED Steam Tables Hot Box Cook & Hold Units Other: C. Consumer Display and Self -Service Food Items: 1. Will bulk food items such as candy, trail mix, etc. be sold in a retail manner to the public? YES / NO If yes, please submit equipment specifications for bulk food bins. 2. Food Shields and Sneeze Guards: Submit the type, specification sheets, and location(s). D. Please provide installation information for all equipment in Table 4 on Page 6. Complete the following table to indicate method of equipment installation or attach an equipment schedule, including display units. Plan Review Form_FY2014 5 (Table 4) Equipment Installation List Installation Method Floor Mounted Counter/ Table - Mounted o u O m Equipment Make/Model New (N) / Used (U) Plumbing Required Yes / No Casters Legs: 6" Sealed In Place Portable Legs: 4" Sealed In Place Plan Review Form_FY2014 6 III. PLUMBING PLANS AND SCHEDULES: A. Submit a plumbing plan that indicates location and specifications of the following: 1. Floor sinks and floor drains 2. Restrooms, toilets, urinals and hand washing sinks 3. Grease trap, grease interceptor, or solids interceptor, if required by the local building, water or sanitation authority 4. Hose bibs and hose reels, if applicable 5. Laundry facilities, if applicable 6. Showers, if applicable B. Complete Table 5 below for all plumbing fixtures and equipment in which food will be placed that will drain to sewer. Indicate if fixtures or equipment will be indirectly drained (e.g. floor sink or air gap), directly connected to the sewer, and/or what method of backflow prevention will be used, if applicable. If additional equipment is provided, please specify in the table below. (Table 5) ID # Fixture or Equipment Indirect/Direct Drainage Method of Backflow Prevention Warewashing Facilities Dish Machine(s) Garbage Disposal(s) Hand Sink(s) Food Preparation Sink(s) Refrigeration Units Ice Bin(s)/Machine(s) Beverage Machines Mop/Utility Sink Chemical Dispensing Units Please Note: Approved backflow protection must be supplied on all fixtures and equipment with submerged inlets. Vacuum breakers must be installed on water inlet lines for dishwashing machines, garbage disposals, and hose bibs. Continuous pressure backflow protection devices must be installed on water lines where a valve or shut off is located between the backflow device and the inlet to the fixture/equipment, such as hose reels. Plan Review Form_FY2014 7 C. Is a food preparation sink provided? YES / NO If yes, please attach a specification sheet for the sink(s) and provide the following information. If yes, is it indirectly drained? YES / NO Dimension of sink compartment(s): x x Length (") Width (") Depth (") Length (") of drainboard(s): D. Is a garbage disposal provided? YES / NO If yes, please indicate the location(s). E. Food/beverages will be primarily served on: Multi -use tableware Single -service tableware Both F. Indicate the locations of drink dump sink(s) installed in areas where soiled drinking glasses are emptied and staged for warewashing. G. Submit the following dishwashing information in Table 6 and Table 7. If alternate equipment or methods will be used in place of traditional drainboards, please provide the size and specification sheet. 1. Manual - Include the size of each compartment (length x width x depth) of the warewashing sink, soiled and clean drainboard length, and whether or not a pre -rinse spray hose will be used. (Table 6) Manual Warewashing Information ID or Code on Plans Length (") of Soiled Drainboard Dimensions (") of Sink Compartments (LxWxD) Length (") of Clean Drainboard Pre -Rinse Sprayer Yes/No Please Note: Warewashing sinks must be large enough to accommodate the largest piece of equipment or utensils used. 2. Mechanical - Provide make and model numbers and attach specification sheets for each warewashing machine. Please indicate if the machine(s) is heat or chemical sanitizing. Indicate soiled and clean drainboard length, whether or not a pre -rinse spray hose will be used, utensil soak sink dimensions and water usage in gallons per hour (GPH). (Table 7) Mechanical Warewashing Information Make Model # Heat/Chemical Sanitizing Drainboard Length (") Pre- Rinse Yes/No Utensil Soak Sink Dimensions (") (LxWxD) Water Usage (GPH) a. Is a booster heater provided? YES / NO If yes, please complete Table 8 on Page 9: Plan Review Form_FY2014 8 (Table 8) Booster Heater Information Make Model # kW/BTU Rating Distance from Machine (ft) H. Provide the following water heater information in Table 9, Table 10 or Table 11, where applicable. (Please attach specification sheets) 1. If more than one water heater is to be installed, please indicate which plumbing fixtures each heater or system will service. (Table 9) Standard Tank Type Heater Make Model # KW/BTU Rating (Table 10) Heat Reclaim System Make Model # KW/BTU Rating (Table 11) Instantaneous/Tankless Systems (Gallons Per Minute, GPM, please circle which required degree rise will be used in the flow rate column) Make Model # BTU Rating Flow Rate (GPM) @ 80°F or 100°F rise Storage Tank Capacity (Gallons), if applicable Please Note: For instantaneous/tankless systems when a dishmachine is used, a properly sized storage tank (minimum 20 gallons), recirculation line, and an aqua stat (water thermostat) must be installed. IV. MECHANICAL PLANS AND SCHEDULES: A. Provide plans and schedules that indicate the location and specifications of ventilation hoods and restroom exhaust fans. The ventilation schedule shall include exhaust capacities (CFMs) for all hoods and exhaust fans, including ventilation systems in restrooms. Indicate the volume of outside air each roof top and make up air unit will supply into the building. B. Provide make and model numbers or shop drawings for each exhaust hood and fan. Provide the size (length x width) of each hood. Include manufacturer's recommended exhaust listings in CFMs. Plan Review Form_FY2014 9 (Table 12) Type I Hood Air Balance Report Fan ID # Exhaust CFMs Total Supply Air CFMs *Outside Air CFM *Please Note: Volume of make-up air supplied into building must be greater than exhaust from building. V. ELECTRICAL PLANS AND SCHEDULES: A. Provide plans and schedules that indicate the location and specifications of all lights. *Please Note: All lights in kitchen areas, dry storage areas, dishwashing areas, inside equipment, and above areas where open foods are held or displayed must be equipped with shatter proof bulbs or shields that will protect open food, utensils and single use items from broken glass if a bulb is broken. VI. SITE PLAN: A. Submit a site plan which includes the following: 1. Refuse enclosure(s) and trash compactor(s) 2. Outside walk-in cooler(s)/freezer(s) 3. Outside storage area(s) 4. Location of well(s) and water supply line(s) servicing the building, if applicable 5. On site waste water treatment system(s) and sewer line(s) servicing the building, if applicable 6. Grease interceptor(s)/grease trap(s), if required by local building authority B. Water Supply and Wastewater Systems: 1. Community/Public: YES / NO If yes, name of district: 2. Non -Community: YES / NO If yes, Public Water System Identification (PWSID) PWSID Number: 3. Private: YES / NO If yes, please complete Table 13 and attach a copy of the most recent water sample test results. a. Submit a piping diagram of the disinfection system. Include size of holding tank(s), pressure tank(s), make and model number of treatment system, etc. (Table 13) Drinking Water Supply Information Well Spring Depth (ft) N/A Method of Disinfection C. Sewage Disposal: Municipal/Public: YES / NO If yes, name of district: On -site waste water treatment system: YES / NO If yes, indicate location on site plan and attach a copy of the permit(s) for the system(s) that will service the establishment. VII. CHEMICAL AND PERSONAL STORAGE: A. Submit the proposed locations of chemical and employee personal items storage areas. Plan Review Form_FY2014 10 Annex 1: Table 14 Number of Plumbing Fixtures Requiring Hot Water Provide the number of plumbing fixtures requiring hot water in Table 14 below. This information will be used to determine hot water demand within the facility and sizing criteria for the water heater. (Table 14) Plumbing Fixture Requiring Hot Water Number of Fixtures throughout facility 3 -compartment sink(s) Warewashing machine(s) Pre -rinse sprayer(s) Utensil soak sink(s) Handsink(s) include restrooms Mop sink(s)/Utility sink(s) Garbage can washer Shower(s) Hose bib(s) used for cleaning Annex 2: Menu and Food Handling Procedures A. Please submit menu(s), such as breakfast, lunch and dinner menus. B. If SOPS (Standard Operating Procedures) or Food Handling Procedure Manuals that describe food preparation procedures are available, please submit with plans and verify that questions C -H are addressed. If not, please provide responses in the corresponding sections. C. Will vacuum packaging/reduced oxygen packaging or specialized processes as defined in Section 3-606 and 3-607 of the Regulation be conducted? YES / NO If yes, please provide specification sheets for the equipment that will be used and a copy of the required HACCP plan for each category of food to be processed in this manner. (Reference 3-606 and 3- 607, Specialized Processing methods, Reduced Oxygen Packaging, Colorado Retail food Establishment Rules and Regulations) D. Please describe how the temperature of potentially hazardous foods will be monitored. Detail frequency of temperature checks and what foods and/or equipment will be monitored. If logs or other types of documentation will be used to help manage proper food temperatures, please attach copies. E. Will potentially hazardous foods be rapidly cooled to 41°F (5°C) or below? YES / NO If yes, please explain how they will be cooled and the method used for rapid cooling. (Reference 3-603 Cooling and 3-604 Cooling Methods in the Colorado Retail Food Establishment Rules and Regulations. Plan Review Form_FY2014 11 1. List the foods that will require rapid cooling. Include foods that are made from scratch such as soups, sauces, potato salad, pastas, chili, noodles, roasts, casseroles, sausages, yogurts, etc.: F. Will potentially hazardous foods be reheated and then held hot before being served? YES / NO If yes, please explain how they will be rapidly reheated to above 165°F (74°C) within 2 hours. (Reference 3-504 Reheating, in the Colorado Retail Food Establishment Rules and Regulations.) 1. List the equipment that will be used for reheating: G. Describe how frozen foods will be thawed. (Reference 3-601 Thawing, in the Colorado Retail Food Establishment Rules and Regulations.) H. Will raw meats, poultry, or seafood be stored/displayed in the same refrigerator(s) and freezer(s) with cooked, ready -to -eat foods? YES / NO I. Will catering be conducted? YES / NO J. Will food be transported or delivered to another location? YES / NO If yes, please list the equipment that will be used to maintain food at proper temperatures during transport. K. Will foods be prepared tableside in dining areas? YES / NO If yes, please list the foods that are intended for tableside preparation. L. Will a salad bar, buffet line, omelet station, saut� station, carving station, beverage bar or customer self service areas be operated? YES / NO M. Will produce be washed? YES / NO If not, will produce be received prewashed? YES / NO If it will be received prewashed, please provide documentation from your supplier stating such. N. Will the establishment prepare foods that will be sold wholesale? YES / NO If yes, please visit www.colorado.gov/cdphe/dehs/ and click on Food Manufacturer's and Warehouses. O. Describe how ready -to -eat foods will be handled. (Reference 3-401 Preventing Contamination from Hands, in the Colorado Retail Food Establishment Rules and Regulations.) Plan Review Form_FY2014 12 Annex 3: Employee Hygiene Guidance and Requirements Section 2-201 of the Colorado Retail Food Establishment Rules and Regulations (Regulations) states that management has the responsibility to inform and monitor conditional employees or food employees to ensure that they have good hygienic practices and know when they should not come to work because of illness. Below is a list of the "Big 5" highly infective pathogens that can easily be transmitted by food handlers to food and cause severe illness: 1.) Norovirus; 2.) Hepatitis A virus; 3.) Salmonella Typhi; 4.) Shigella ssp; 5.) Escherichia coli (E.coli) O157:H7 (or other Enterohemorrhagic or Shiga toxin -producing E.coli) Should employees exhibit the following symptoms, refer to section 2-202 of the Regulations to determine when a food handler should be excluded or restricted from food handling duties: • Vomiting • Diarrhea • Jaundice (yellow skin or eyes) • Sore throat with fever • Infected cuts and burns with pus on hands and wrists ❖ Employees can return to work if they are free of the symptoms listed above for 24 hours or more. ❖ If an employee has been diagnosed by a health practitioner to have any one of the "Big 5" pathogens, prior to returning to work, they must be cleared by their health practitioner and the Health Department. Additional Resources Employee Health and Personal hygiene Handbook: http://www.fda.gov/Food/GuidanceRegulation/RetailFoodProtection/IndustryandRegulatoryAssistanceandTrain ingResources/ucm113827.htm Communicable Disease Manual: http://www.colorado.gov/cs/Satellite/CDPHE-DCEED/CBON/1251607755419 Employee Illness Flow Chart: When to exclude and restrict employees from working. Plan Review Form_FY2014 13 cid.cLe Dapirtmmd of PolliicIlcakb ffnd l uriaon n E vIplc) ee Illness: - 'E. F C::'i/:=:ha - Use this diagram to help you determine whether an employee should be- restricted or excluded from food handling at your facility. Has the employee been limusagaviith rrorotitr6,. E. call, Shigella, Hepatitis A, or Salmonella Typhi fever), or does the employee have jetu c ce? 005tateFoad5afety.i. I LE the employee experienang symptoms of vomiting or diarrhea? 4lksw regular wadi_ Egiliiiig the empinyree horn wink wild they hare been symptom free for at feast a4 hors. Yes. Eadude the employee frarr wort omlaCtyOrr Ind regulatary antimony immediately_ is the employee eogre rienclig sore throat with a fever? Alkaw regular work Content source: Colorado P_trrKnt Dr Pubic He ltherA rreirvnn7errt Does your esteblishmen t serve e highly -susceptible paptlation? Ho. ermployree. This means they may not work with exposed food, dean equQrnerrt; utensils, Wens, or unwrapped single -service items. Jr Does the employee have a lesion ar an infected, open wound an thel hands or arms? 4 Protect the lesion or wound with an nrpermeahle cover and use a single -use gloms_ Esdiale from _ I Allow regular work_ Reinstate employee once they provide a dortor's note siwtalig they have been -on an antibiotic for mare then 2A hours, have a negative throat ciiitu re for strep, or the doctor otherwise determines they are free from strep infection. 2412 AboveTr sin islg Inc. Plan Review Form_FY2014 14 CR D002 (06!09) COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT DENVER CD 80246-1530 Departmental Use Only RETAIL FOOD ESTABLISHMENT LICENSE APPLICATION FOR CALENDAR YEAR This application will be rejected unless all questions are fully answered, proper remittance is attached, and Health Department approval is obtained. The state may convert your check to a one time electronic banking transaction. Your bank account may be debited as early as the same day received by the State. If converted, your check will not be returned. If your check is rejected due to insufficient or uncollectible funds, the Department of Revenue may collect the payment amount directly from your bank account electronically. Mail remittance and application to: Health Department Approval Type of Ownership ❑ Individual (If individual or sole proprietor owner, you must complete the enclosed affidavit and provide a notarized copy of an approved identification.) ❑ General Partnership ❑ Limited Partnership ❑ Limited Liability Company ❑ Limited Liability Partnership ❑ Limited Liability Limited Partnership ❑ Corporation ❑ "S" Corporation ❑ Association ❑ Estate ❑ Government ❑ Joint Venture ❑ Trust ❑ Non -Profit 501(c)(3) [ Please enclose copy of IRS letter of exemption] ❑ Other Non-profit Certificate/License to be issued in the name(s) of (full legal name of corporation; individual owner or name of first partner) (names of second and additional partners or corporation officers) Trade Name (DBA) FEIN Number/Social Security Number Business Located at (street or rural route, city, state, and ZIP code) County in which business is actually located Phone Number Mailing Address (if different from location above; include street, city, state, and ZIP code) Date you started the business ❑ If seasonal, mark each business month ❑ JAN ❑ MAR ❑ MAY ❑ JULY ❑ SEPT ❑ NOV ❑ FEB ❑ APR ❑ JUNE ❑ AUG ❑ OCT ❑ DEC Seasonal Date of Operation: Begin Date / End Date / Month Day Month Day Are you liable for reporting state sales tax? ❑ Yes ❑ No Liquor? ❑ Yes ❑ No Gaming? ❑ Yes ❑ No Colorado Sales Tax Account Number (required) Name and address of previous owner In consideration thereof, I do hereby certify that I have complied with all items of sanitation as listed in the Colorado Retail Food Establishment Code, and that I have complied with all orders given me by authorized inspectors of the Colorado Department of Public Health and Environment or local board of health. I do hereby agree that in the event that the items of sanitation are not complied with, I will discontinue serving food until such time as requirements are met. Signature Title Date Colorado Sales Tax Account Number (required) Name and address of current owner Calendar Year For Health Department Use Only ❑ No fee License (School, Charitable, Other) (3273 ❑ Mobile Unit (3289 ❑ Mobile Unit (Prepackaged Food) (3292 ❑ Temporary/Special Event Establishment (3291 ❑ Temporary/Special Event(Prepackaged Food) (3293 ❑ Restaurant 0-100 Seats (3274 ❑ Restaurant 101-200 Seats (3275 ❑ Restaurant Over 200 Seats (3276 ❑ Grocery Store 0-3,500 Sq Ft (3277 ❑ Grocery Store 3,501- 15,000 Sq Ft (3278 ❑ Grocery Store 15,001-25,000 Sq Ft (3279 ❑ Grocery Store 25,001-45,000 Sq Ft (3280 ❑ Grocery Store 45,001-65,000 Sq Ft (3281 ❑ Grocery Store 65,001-85,000 Sq Ft (3282 750) $0 750) $255.00 750)....$115.00 750)....$255.00 750)....$115.00 750)....$255.00 750)....$285.00 750) .... $310.00 750)....$115.00 750) ....$180.00 750)....$200.00 750)....$235.00 750)....$290.00 750)....$415.00 ❑ Grocery Store Over 85,000 Sq Ft ❑ Grocery w/Deli 0-3,500 Sq Ft ❑ Grocery w/Deli 3,501-15,000 Sq Ft ❑ Grocery w/Deli 15,001-25,000 Sq Ft ❑ Grocery w/Deli 25,001-45,000 Sq Ft ❑ Grocery w/Deli 45,001- 65,000 Sq Ft ❑ Grocery w/Deli 65,001- 85,000 Sq Ft ❑ Grocery w/Deli Over 85,000 Sq Ft ❑ Oil & Gas Temp. ❑ Oil & Gas Temp. ❑ Oil & Gas Temp. ❑ Oil & Gas Temp. (3294 (3283 (3284 (3285 (3286 (3287 (3288 (3295 0-50 (Initial License) (3296 Over 50 (Initial License) (3298 0-50 (Renewal) (3297 Over 50 (Renewal)(3299 (999) 750) $500.00 750) $207.00 750) $338.00 750) $360.00 750) $395.00 750) $450.00 750) $575.00 750) $690.00 750) $750.00 750) .. $1,250.00 750) $275.00 750) $500.00 .00 FOR OFFICE USE ONLY IN# ACCT. I.D. # SR# RETAIL FOOD ESTABLISHMENT INFORMATION FORM OWNER INFORMATION 1. Owner(s) Name Email Address 2. Corporation Name (as it appears on Sales Tax License) 3. Owner Address City State Zip 4. Home Phone No. ( ) Work Phone No. ( ) 5. Owner Mailing Address City State Zip 6. Driver's License No.: (For Mobile Establishments Only) ESTABLISHMENT INFORMATION 1. Establishment Name 2. Site Address City State Zip 3. Mailing Address City State Zip 4. Phone Number: ( ) Manager/Contact Person 5. State Sales Tax Number: Seating Capacity 6. Hours of Operation: Days Su M T W Th F Sa Business Hours (circle all that apply) 7. Water Supply (check one) ❑ Community / Public ❑ Non -Community / Private ❑ Well 8. Sewage Disposal (check one) ❑ Municipal / Public ❑ individual Sewage Disposal System Name of District PWSID # to / to Depth Name of District Permit # 9. SEND LICENSE/RENEWALS TO: (check one) ❑ Owner Mailing Address ❑ Establishment Site Address ❑ Establishment Mailing Address ❑ Or: 10. CHANGE OF OWNERSHIP ONLY Previous Establishment Name Date of change of ownership : Has facility been closed for more than 2 weeks? Yes No Has Menu Changed? Yes No Has equipment changed? Yes No Has layout of kitchen changed? Yes No Owner/Operator Signature & Title Date DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 Web: http://www.weldhealth.orq Health Administration Public Health & Clinical Vital Records Services Tale: 970.304 6410 Tele: 970 304.6420 Fax: 970.304 6412 Fax'. 970 304.6416 Environmental Health Services Tel e: 970.304.6415 Fax: 970.304.6411 Communication, Education & Planning Tele' 970 304.647D Fax: 970.3046452 Public Health Emergency Preparedness & Response Tale: 970.304 6420 Fax: 970.304 6469 Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to five, learn, work and play. LOCAL FIRE DEPARTMENT APPROVAL Please complete the following information and have your local fire authority representative complete the section indicated. Once the form is completed, submit to the address stated below. Food Service Establishment Name: Food Service Establishment Address: Phone Number : City: State Zip Code: Tax I.D. Number: Seating Capacity: THIS SECTION TO BE COMPLETED BY FIRE DEPARTMENT Check one of the following: ❑ The above named establishment meets the requirements for Fire Department approval without further action by establishment. ❑ The above named establishment does not meet the requirements for Fire Department approval. ❑ Please see attached letter. Comments: Fire Inspector Name (please print): Fire Inspector Signature: Local Jurisdiction: Title Date: Phone Number: ( ) Please Remit to: Weld County Department of Public Health & Environment Attn: Environmental Health Services 1555 N. 17th Avenue Greeley, CO 80631 Phone (970) 304-6415 Fax (970) 304-6411 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 Web: http://www.weldhealth.orq Public Health Health Administration Public Health Si Clinical Environmental Health Communication, Emergency Preparedness Vital Records Services Services Education Si Planning Si Response Tele: 970.304 6410 Tele: 970 304.6420 Tele' 970 304.6415 Tele' 970 304.647D Tele: 970.304 6420 Fax: 970.304 6412 F2)(' Fax: 970.304.6411 Fax: 970.304.6452 Fax: 970.304 6469 Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to ilve. learn work and play. LOCAL BUILDING DEPARTMENT APPROVAL Please complete the following information and have your local building inspection representative complete the section indicated. Once the form is completed, submit to the address stated below. Food Service Establishment Name: Food Service Establishment Address: City: Phone Number : Building Permit Number State Zip Code: Tax I.D. Number: Square Footage: Occupancy Load: THIS SECTION FOR BUILDING DEPARTMENT USE ONLY Check any that apply: ❑ The above named establishment meets the requirements for Building Department approval without further action by establishment. ❑ The above named establishment does not meet the requirements for Building Department approval. ❑ Please see attached letter Comments: Building Inspector Name (please print): Building Inspector Signature: Local Jurisdiction: Title Date: Phone Number: ( ) Please Remit to: Weld County Department of Public Health & Environment Attn: Environmental Health Services 1555 N. 17th Avenue Greeley, CO 80631 Phone (970) 304-6415 Fax (970) 304-6411 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 Web: http://www.weldhealth.orq Health Administration Vital Records Tele' 970 304.6410 Fax. 970 304.6412 Public Health & Clinical Services Tele: 970.304 6420 Fax: 970.304.6416 Environmental Health Services Tele: 970.304 6415 Fax: 970.304 6411 Communication, Education & Planning Tele: 970.304 6470 Fax: 970.304 6452 Public Health Emergency Preparedness & Response Tele: 970.304.6420 Fax: 970.304.6469 Our vision' Together with the communities we serve, we are working to make Weld County the healthiest place to live. learn, work and play. LOCAL ZONING DEPARTMENT APPROVAL Please complete the following information and have your local zoning office representative complete the section indicated. Once the form is completed, submit to the address stated below. Food Service Establishment Name: Food Service Establishment Address: Phone Number : City: State Zip Code: Tax I.D. Number: THIS SECTION FOR ZONING DEPARTMENT USE ONLY Check any that apply: ❑ The above named establishment meets the requirements for Zoning Department approval without further action by establishment. ❑ The above named establishment does not meet the requirements for Zoning Department approval. ❑ Please see attached letter. Comments: Zoning Inspector Name (please print): Title Zoning Inspector Signature: Local Jurisdiction: Date: Phone Number: ( ) Please Remit to: Weld County Department of Public Health & Environment Attn: Environmental Health Services 1555 N. 17th Avenue Greeley, CO 80631 Phone (970) 304-6415 Fax (970) 304-6411 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 Web: http://www.weldhealth.orq Public Health Health Administration Public Health Si Clinical Environmental Health Communication, Emergency Preparedness Vital Records Services Services Education Si Planning Si Response Tele: 970.304 6410 Tele: 970 304.6420 Tele' 970 304.6415 Tele' 970 304.647D Tele: 970.304.6420 Fax: 970.304 6412 F2)(' Fax: 970.304.6411 Fax: 970.3046452 Fax: 970.304.6469 Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to Ave. learn, work and play, WATER DEPARTMENT APPROVAL Food Service Establishment Name: Food Service Establishment Address: City: State Zip Code: Phone Number: ( THIS SECTION FOR WATER DEPARTMENT USE ONLY What is the water source? (Please circle one) Regulated Public Water System or Unregulated Water System REGULATED PUBLIC WATER: Community Water System Date Connected to Source: Official's Signature: Title: Name of Source: Date: Phone Number: ( ) Non -Community Water System PWSID#: PLEASE ATTACH APPROVAL LETTER FROM STATE AS SIGNED BY DISTRICT ENGINEER UNREGULATED WATER SYSTEM: Depth of Well What type of continuous treatment will be provided? How/where will quarterly bacteriological samples be submitted? Who will be testing chlorine residual and logging results when establishment is open? PLEASE ATTACH WRITTEN COMPLIANCE PLAN Weld County Health Dept. Water Program Manager Signature: Date: Title: Phone Number: ( ) Please Remit to: Weld County Department of Public Health & Environment Attn: Environmental Health Services 1555 N. 17th Avenue Greeley, CO 80631 Phone (970) 304-6415 Fax (970) 304-6411 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 Web: http://www.weldhealth.orq Health Administration Vital Records Tele: 970.304.6410 Fax: 970.304 6412 Public Health & Clinical Services Tele: 970.304 6420 Fax: 973.304 B416 Environmental Health Services Tele: 970 304.6415 Fax. 970.304.641 1 Communication, Education & Planning Tele: 970.304.6470 Fax: 970.304.6452 Public Health Emergency Preparedness & Response Tele: 970.304.6420 Fax: 970.304.6469 Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to live, learn, work and play. SEWAGE DISPOSAL APPROVAL FORM Food Service Establishment Name: Phone Number: ( ) Food Service Establishment Address: City: State Zip Code: Type of System: Sanitary Sewer or Individual Sewage Disposal System(ISDS) (MUST COMPLETE BACK OF FORM) THIS SECTION FOR SEWAGE DISPOSAL OFFICALS ONLY SANITARY SEWER: Sanitation District: Installation Date: System Official (please print): Title Official's Signature: Date: THIS SECTION FOR WELD COUNTY HEALTH OFFICIALS ONLY INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS): Permit Name: Permit Number: Is system sized correctly for intended use: Yes No Official's Signature: Title Date: Please Remit to: Weld County Department of Public Health & Environment Attn: Environmental Health Services 1555 N. 17th Avenue Greeley, CO 80631 Phone (970) 304-6415 Fax (970) 304-6411 Page 2 Sewage Disposal Approval Form INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS): Restaurant Information: Proposed Seating Capacity: Will establishment be: Full Service or Paper Service? Will you have a liquor license? Yes No Proposed Bar Seating Capacity? Meals Served: (Circle all that apply) Breakfast Lunch Dinner Septic System Information: Permit Name Permit Number Last time system was pumped: Installation Date: Was the system: Engineer Designed or Engineer Evaluated? System Capacity: Restaurant Seats Liquor License: Yes No Bar seats Grease Trap / Interceptor: Yes No Is system sized correctly for intended use: Yes No System (Owner) Official: Title Address: Age of Septic System Legal: PT: PT: SEC: TWN: N RNG: W Subdivision: LOT: BLK: FLG: Property Owner: Original Owner: Tank Pumped on: By: Licensed: Yes No PERMIT ON RECORD: Name: Permit No.: S.O.E. Y/N Bathrooms: Bedrooms: Total Acres: Date of Final Inspection: Water Supply: Well Permit No.: Tank Capacity: gallons Leachfield Size square feet Please include a copy of the following: Pumping Receipt and Septic Permit DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 Web: http://www.weldhealth.orq Health Administration Public Health & Clinical Vital Records Services Tele: 970.304.6410 Tele 970.304.6423 Fax: 970.304.6412 Fax: 970.304.6416 Environmental Health Services Tele: 970.304.6415 Fax: 970.304.6411 Communication, Education & Planning Tele: 970 304.6470 Fax. 970 304.6452 Public Health Emergency Preparedness & Response Tele: 970.304.6420 Fax: 970.304.6469 Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to live, learn. work and play. Subject: Implementation of C.R.S., 24-76.5-101, et. seq., "Restrictions on Public Benefits" (HB 1023) To Whom It May Concern: You will find an affidavit included with your renewal registration/application. All licenses, certifications, and registrations issued to individual owners or sole proprietors by the Colorado Department of Public Health and Environment must be accompanied by verification of citizenship. This requirement does not apply to you if you are not an individual owner or sole proprietor. Verification includes completing the affidavit and providing a notarized copy of an approved identification. Approved identification includes: • A valid Colorado driver's license or a Colorado identification card; • A United States military card or a military dependent's identification card; • A United States Coast Guard Merchant Mariner card; • A Native American Tribal Document, In addition to the above listed forms of identification, the following will be allowed until March 1, 2007. • A certificate verifying naturalized status issued by an authorized agency of the United States bearing applicant's intact photograph impressed with the raised embossed seal of the issuing agency; • A certificate verifying United States citizenship issued by an authorized agency of the United States bearing applicant's intact photograph impressed with thc raised embossed seal of thc issuing agency, or; • Other approved State's driver's license or identification card. Not all states verify lawful presence prior to issuing license. Therefore, only those States listed below are deemed acceptable.' You may access a notary in your area by conducting a search through directory assistance for "public notaries." C.R.S., 24-76.5-101, "Restrictions on Public Benefits" became effective August 1, 2006, and requires "each agency or political subdivision of the state" to verify the lawful presence in the United States of every applicant for public benefits. The law requires the verification of citizenship in order for persons eighteen years of age or older to receive certain benefits or obtain a license or certification from the department. If the recipient of the benefit is under eighteen years of age, the law does not apply. If you need assistance in complying with this law or if there is additional information you feel we need to be aware of, please do not hesitate to contact me at (970) 304-6415. Sincerely, Debra Adamson Environmental Health Manager Environmental Health Services I Alabama, Arizona, Arkansas, California, Connecticut, Delaware, District of Columbia, Florida, Georgia, Idaho, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Minnesota, Mississippi, Missouri, Montana, Nevada, New Hampshire, New Jersey, New York, North Dakota, Ohio, Oklahoma, Pennsylvania, Rhode Island, South Carolina, South Dakota, Virginia, West Virginia, and Wyoming; Colorado Department of Public Health and Environment AFFIDAVIT - RESTRICTIONS ON PUBLIC BENEFITS , swear or affirm under penalty of perjury under the laws of the State of Colorado that (check one): I am a United States citizen, or I am a Permanent Resident of the United States, or I am lawfully present in the United States pursuant to Federal law. I understand that this sworn statement is required by law because I have applied for a public benefit. I understand that state law requires me to provide proof that I am lawfully present in the United States prior to receipt of this public benefit. I further acknowledge that making a false, fictitious, or fraudulent statement or representation in this sworn affidavit is punishable under the criminal laws of Colorado as perjury in the second degree under Colorado Revised Statute 18-8-503 and it shall constitute a separate criminal offense each time a public benefit is fraudulently received. Signature Date Firm's Lcgal Name: Firm's Site Address: Street Unit City Zip Colorado Department of Public Health and Environment AFFIDAVIT - RESTRICTIONS ON PUBLIC BENEFITS , swear or affirm under penalty of perjury under the laws of the State of Colorado that (check one): I am a United States citizen, or I am a Permanent Resident of the United States, or I am lawfully present in the United States pursuant to Federal law. I understand that this sworn statement is required by law because I have applied for a public benefit. I understand that state law requires me to provide proof that I am lawfully present in the United States prior to receipt of this public benefit. I further acknowledge that making a false, fictitious, or fraudulent statement or representation in this sworn affidavit is punishable under the criminal laws of Colorado as perjury in the second degree under Colorado Revised Statute 18-8-503 and it shall constitute a separate criminal offense each time a public benefit is fraudulently received. Signature Date Firm's Lcgal Name: Firm's Site Address: Street Unit City Zip Subscribed and sworn to before me this day of , 2009, by Witness my hand and official seal. My commission expires: Date Notary Public SITE PLAN REVIEW (SPR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT #/AMOUNT # 1$ CASE # ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number I' I - - C - 0 1 (12 digit number - found on Tax I.D. information, obtainable at the Weld County Assessors Office, or www.co_weld.co.us) Legal Description 2' ‘'d CC L , Section . Township 2- North, Range* West cd,r- co-aiw4Ynat Cetl< PC -11. Lot/Block: 7 Zone District:Put) to .3 , Total Acreage: , Overlay District: FEE OWNER(S) OF THE PROPERTY: *.I Name: bkr. We 1x4 Work Phone # gab,' qq-i_ I7-13 I Home Phone # Email Address: /A tId aid C e6llAar(' Cd-u Address: 31-2 c'* ci ZZt` City/State/Zip Code: P7 81;1 (0 V793#}3 Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code: Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT (See Below: Authorization must accompany applications signed by Authorized Agent) Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code: PROPOSED USE: R r /rJI% e I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included showing t signtory has to legal authority to sign for the corporation. jJMi4Yl144-i4 Signature: Owner or Authorized Agent Uat Signature: Owner or Authorized Agent Date SITE PLAN REVIEW (SPR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT # /AMOUNT # /$ CASE # ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number I - b g- 2- D- @ 0 fv (12 digit number - found on Tax 1.0. information, obtainable at the Weld County Assessor's Office, or www.co.weld.co.us) L iii !o � , Sectio n ...., Township 2 North, Range*West 1,6,4 ea rY' t/ 5 c4S1 M YkWarc,5( c 4d.r Lot/Block: (.P Zone District: PJt) C-3 , Total Acreage: I 0-5 , Overlay District: FEE OWNER(S) OF THE PROPERTY: 4 1,I Name: 144- \A/6)(c4 Work Phone # 303 cic-2- (za ! Home Phone # Address: S2'7•3 t«1Za City/State/Zip Code: Name: Email Address: f • (As to tr550 e Work Phone # Home Phone # Email Address: Address: City/State/Zip Code: Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT (See Below: Authorization must accompany applications signed by Authorized Agent) Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code: PROPOSED USE: Fc�-+f e-tY'i ronhurfuu \04- 1 1 (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included showing the signatory has to legal authority to sign for the corporation. 6/i4/ko Signature: Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date AMWALWARD and ASSOCIATES inc AM architecture and planning Site Plan Review, Lots 6, 7 Vista Commercial Center 1. The proposed 1 story structure will be a restaurant including a bar and brewery. It will have a dining area, bar area, brewery, walk-in cooler and an event room for larger parties. There will be a storage bay and access garage on the south side to serve the building. 2. The anticipated number of employees at a maximum is 15. 3. The proposed use meets the setback requirements of the C-3 and 1-1 zone districts. 4. Building elevations have been provided with this application. 5. The proposal signage has been provided with this application. 6. a. The lot adheres to the maximum lot coverage requirements of the zone district. For both lots coverage is 64% of the land use breakdown on the site plan, or 36% landscaped. b. The site has been designed with a 15' setback measured at right angles from the existing right of way to the parking lot which adheres to the standard. c. The parking lot adjacent to Skyway Drive has been screened from the street with shrubs and trees grouped in such a manner as to achieve screening at maturity. d. There are no trees, shrubs, ground covers or natural features on the lot. A detailed landscape plan delineating the proposed trees, shrubs, and ground covers is depicted on sheet L-1. The landscape has been designed to screen undesirable views from the street. Desirable views have been preserved. Landscaping has been utilized to lessen the impact of the paved parking lot by incorporating islands with deciduous trees and shrubs as compliments to the architecture. Low and medium water use plants and ground covers have been used to preserve water. Native or adapted plants and proper soil amendment techniques have been utilized for better plant establishment and lower maintenance needs. e. A maintenance plan in the form of notes has been submitted on sheet L-1, the landscape plan. 7. Storm water peak runoff mitigation is provided offsite within the subdivision. The development of this site meets the expectations and requirements of the subdivision. The developed storm water runoff will be collected in the adjacent roadside borrow ditch and conveyed with other runoff to the detention facilities. 8. Off street parking meets the requirements of the zoning. A parking calculation is on sheet SPR1. 9. Loading areas have been provided and are in accordance of the zone district. All of the loading area will be paved/asphalt. 10. This lot will access Skyway Drive. There will be three access points. The access design is per the county Code and size of the access is selected to accommodate the proposed traffic to and from the site and to accommodate necessary turn and sight distances. Landscaping in the area is low level shrubs and taller plantings are kept out of the line of sight. 11. a. The site is located along an intermediate high point of the roadway, therefore while a borrow ditch is present and needed, it only conveys runoff from the site and adjacent'% of the roadway. The minimum 15" culvert will be sufficient. b. The length of drainage culvert is greater than 20' to accommodate the width of access. c. Because access is on an intermediate highpoint and the borrow ditch is so shallow at this point, there is very little cover available, therefore the 12" minimum is what will be provided. d. The driveway access points are 26' wide from the back of the curb to back of curb, which provides a 25' driveway. e. The grade of the west access is -0.82% into the site and the east access is -2.0%, which are well under the maximum allowable of 40". f. Flare radius at the access points is the required 40%. 3223 Arapahoe Ave., Suite 220 6 Boulder, Colorado 80303 a t3031448.1201 g. Final depth of surfacing will be that to meet the loading requirements of the heaviest vehicles such as trash trucks or fire trucks, or heavier, as determined after the site has been overlot graded. 12. This site is not located on CDOT right of way or within an influence zone of any CDOT right of way. Given the low volume nature of the adjacent road and the limited trips anticipated for the site, we are not proposing any acceleration or deceleration lanes on this site. There is a center lane on Skyway Drive. This concept is consistent with other similar sized developments east and west of the project. 13. The trash collection facilities are screened and located toward the back on the south side of the building. 14. There will be no excessive noise generated by the facility. The use is consistent with other uses in the allowed zone districts. The use is in compliance with air quality standards. No radioactive materials will be used on the site. The use will not emit heat sufficient to raise outdoor temperatures. All exterior lighting will utilize cut-off type fixtures. There will be low level "table lighting" and ballard lighting for seasonal outdoor seating from the restaurant. The property will be maintained in conformance with these standards. Any applicable improvements will conform to county requirements. 15. Request for an additional curb cut/access: The two access points for lot 7 are for better circulation on site and avoid a dead-end parking lane. It also will enhance the architectural theme of a vintage style gas station. The third point on lot 6 is to better serve the east parking area and serve a possible go-cart facility on additional lots 5,4,3. SITE PLAN CERTIFICATION I (We) hereby certify that the uses, buildings, and structures located on: L e , 7-4 1 NI iSira Co rttn Wlrt�r - '?f Ce4Alehr Fat vrA l!k4 v c- ' o- lairtd ► ti Ca4ed :r44. rt el 72 of i ron 41 WA. P im c u \P i � OS- CO lO Cc (legal description) are designed and will be constructed and operated in accordance with the applicable Performance Standards and District Requirements for the G 7 7 _r zone district as stated in the Weld County Code and in accordance with any conditions imposed by the Board of County Commissioners at the time the property was zoned or rezoned. I understand my failure to comply with the performance standards and/or any conditions could result in the County initiating a compliance action against me. Yt•L .6fratd-4-!a R. it;zeil r d/crigs LLC Signature of Property Owner 9 The foregoing instrument was subscribed and sworn to before me this day of /nay44. - 20 /6 , by .�r-". fn► WITNESS my hand and official s My Commission expires: Notary Public GREGORY A SCHUMANN Notary Public Slab of Colorado 10 19984016OtM Mar it, 2017 WELD COUNTY ACCESS PERMIT Weld County Public Works Dept. 1111 H Street P.Q. Box 758 Greeley, CO 80632 Phone: (970) 304-6496 After Hours: (970) 356-4000 Emergency Services: (970) 304-6500 x 2700 Inspection: (970) 304-6480 Permit Number: AP16-D0111 Issuance of this permit binds applicant and its contractors to all requirements, provisions, and ordinances of Weld County, Colorado. Project Name: PRE15-0263 Applicant Information: Name: Mark Ward Company: M Ward and Assoc. Phone: 303-442-1201 Email: mwardandassoc@gmail.com Location: Access is on WCR: Nearest Intersection WCR: Distance From Intersection: Number of Existing Accesses: Skyview Dr. Skyview Dr. 420 0 Planning Process: Other PRE15-0263 Road Surface Type & Construction Information: Road Surface: Asphalt Culvert Size & Type: Start Date: Finish Date: Materials to Construct Access: concrete & WCR: Dehning Way Expiration date: Property Owner Information: Name: Company: Squirrel Holdings Phone: Email: 303-588-1162 code3jane@aol.com Proposed Use: Temporary: Single Residential: Industrial: Small Commercial: Oil & Gas: Large Commercial: Subdivision: Field (Agricultural On ly)/Exempt: Required Attached Documents Submitted: Traffic Control Plan: Yes Certificate of Insurance: No Access Pictures: Yes A copy of this permit must be on site at all times during construction hours Daily work hours are Monday through Friday DAYLIGHT to Y HOUR BEFORE DARK (applies to weekends if approved) Approved MUTCD traffic control/warning devices are required before work begins and must remain until completion of work Special Requirements or Comments Parcel 131308208007 & 131308208008. Utilize NEW access points on Skyview Dr. (3 -Small Commercial) located approx. 420 ft., 530 ft., & 675 ft. West of Dehning Way. Approved by: DVItally sgne°°"'l°'w° Weld County Public Works /47.„..././44 o�:m«ya.cm�aaou lI-nganGan@xebpevaom o-� Rate: 2016-033007:55:17 -06'70' Date: 3/30/2016 Print Date -Time: 3/30/2016 7:51:25AM Access Permit PW008 Page 1 of 1 kVA St Vraiu SANITATION DISTRICT March 15, 2016 Mark Ward 3223 Arapahoe Ave, Suite 220 Boulder, CO 80303 RE: Lot 7, Block 6 Vista Commercial, Longmont CO 80501 The above land parcel is within the St. Vrain Sanitation District (SVSD) 208 service area and will be served contingent upon submission and approval of the following: • An electronic PDF file of the construction drawings (civil and plumbing) - The drawings must show the sanitary sewer service line from the building to the main, with a monitoring manhole as well as the interior layout showing bathrooms, sinks etc. Please refer to SVSD Details #15 and #16 (attached). • Completion of the Non -Residential Waste Survey - Explaining the anticipated site activities and their potential to generate pollutants. This helps the District determine if additional follow-up is needed on issues such as safe chemical storage or on -site wastewater handling or treatment (attached). • If the nature of the activity is such that pretreatment of wastewater is required, plans for such treatment units must be included for approval. Example: Grease or sand oil interceptors, or other specialized treatment of industrial wastes such as pH neutralization or metal removal. • Construction of necessary lines to serve the property. • Proof of water meter size. • Payment of $90 plan review fee, per submittal and re -submittal. • Purchase of sanitary sewer connection. Construction may begin after a letter authorized by the District is sent to the developer or owner stating construction plans are approved and all conditions have been met. Service will be subject to St. Vrain Sanitation District Policy, Rules and Regulations. Sincerely, Elizabeth Csotty Project Assistant cc Robert Fleck 11307 Business Park Circle Firestone, Colorado 80504 303.776.9570 Main 303.455.1968 Fax www.stsan.com ndsa uomssiwwo3 41 also known by street and number aa: 1440 Skyway Urals, Longmont, CO 80504 r zp 7C Aoe g00 Oa p zpz 4". =znti my2n O Pa mr • m - 2 w 02 2 2 0 of the County of Weld end Stetc of rfuedwnn Cllllgep pctlmll oPo+elo3 n 'are 'alolploki ia+JinbS pun'(, uoiutu$ %PmGp.3jo song pun icPiuog j0 Atuoo3 eqt jo Horizon Invertmenls Phase II, L,l„C„ a Colorado limited Ilnblllty company, MKS :1HA DOti aaaa x.Lnnrzniven ¶Viaias aoA O ®N 2 Sao m co [n am m S 71-4 0O 0 gC, m oen w - O :sandxa uopxlwwoa Ryy ins imam pup puu4 Lw SYaW1M mSs==a 80Ui8!j�l o. 0 i g S w ri ff p R C M wriff- R g 6 egaR a� � - R 7 E R 10. t a u tiptittri g wE o3 p g - e:I:Mil 0 g s a a . 1ii 2 ac a E 3 f o T 'w Fag f ; ah U1'.Ca w ilpp 4-70 tiER e A leAApw�� f/� yi :i15g1 -.052 liar 00 E•5•=,lye 0024r 30: eav zxeeC tiv Cc <=2z2ar _•°- 002, d~2r'm°Y� s0, ; �a� mP -: q2,464 —I O71, 420 aO Q g W y R aO X0t-' 3 o� aks gA m i aa 44a n z gR JO a1U S Qua PNM Jo Kiunna ay Jo Sued woo IT1119¢11 Palln9l opuao o p'zvv 0IPI0H laaa{nbS pus'(su01aai8 OPaaplua.JO a1riS PusJapinnaJO kunoQ XIIJo luudupa.G1ngn11 Palloli 0Paia103 p 6.3"1"111 aseyd cluawlr+al] uOZI4aH naaalp9 S14l'1 anoN,{o,(apg181 s141 epaw'0o8Q SIHl B9'SZS 133.9 DOG aaaa .[ LNY flIYM IVID3dS mqj mul °O`& mm me mj Om O x8 g w,0 aog mon A 0- 2t O O EMERGENCY CONTACT INFORMATION PLEASE TYPE OR PRINT Business Name: Collision Brewery Address: 1436 & 1440 Skyway Drive Phone: Business Owner: Squirrel Holdings Phone: 303-652-2552 Home Address: 11732 Crystal View Lane city: Longmont, CO List three persons in the order to be called in the event of an emergency: NAME TITLE Crystal Integration Nan Stuart ADDRESS PHONE 1270 Rock Creek Cir, Lafayette, CO 303-666-0667 11732 Crystal View Lane Longmont, CO 303-588-1162 Greg Schumann 1018 Morning Dove Dr Longmont, CO 720-352-3925 Business Hours: Days: Type of Alarm: None Burglar Holdup n Fire Silent Audible Name and address of alarm company: Location of Safe: MISCELLANEOUS INFORMATION: Number of entry/exit doors in this building: Location(s): Is alcohol stored in building? yes Location(s): uj-e L. • it,-) • coo Are drugs stored in building? r1'a Location(s): Are weapons stored in building? fl C Location(s): The following programs are offered as a public service of the Weld County Sheriffs Office. Please indicate the programs of interest. Physical Security Check Crime Prevention Presentation UTILITY SHUT OFF LOCATIONS: Main electrical: Gas shut off: Exterior water shutoff: Interior water shutoff: Traffic Narrative Site Plan Review, Lots 6, 7, Block 6, Vista Commercial Center The project will mostly resemble "High -Turnover (sit down) Restaurant" use as defined in the industry -standard Trip Generation Manual (Institute of Transportation Engineers (ITE), Eighth Edition). The estimate of about 1,270 daily vehicle trips will be generated by the project based on the average trip generation rate applied to the total gross building area (ITE932; 127.15 average daily vehicle trips per 1,000 SF). This daily trip generation figure includes trips by patrons, employees and service/delivery vehicles. Waste Handling Plan Site Review, Lots 6,7, Block 6, Vista Commercial Center No waste is expected to be generated on site. Packaging materials from kitchen will be recycled/disposed of at the enclosed trash/recycle area on the south side of the parking lot. The brewery waste: all grains will be sold or traded with farmers. No brewery grain waste will be disposed in the trash bins or sewer system. Cleaning waste water will go to floor drains through the grease trap. Regarding a motor vehicle oil leak, the procedures are to dig up the contaminated soil and ship to an appropriate Ault Management facility for testing; then remaining soil shall be tested verify it is clear of all contaminates, then appropriate backfill. Dust Abatement Plan Site Review, Lots 6, 7, Block 6, Vista Commercial Center During the construction phase of the project, the general contactor will use water trucks to maintain dust control. Also, the Storm Water Management Plan will be followed to mitigate soil erosion during construction. After construction, all surfaces will either be paved or landscaped with appropriate materials to prevent dust. ST. VRAIN SANITATION DISTRICT NON—RESIDENTIAL WASTE SURVEY I. BUSINESS NAME 6//5 [;mil L'Cs,�'[i y G L C Z MAILING ADDRESS / -3 S,--:-4.44/ 5 e/ BUSINESS LOCATION',et, 7 13/oc-! 4 iLi i Atouek I--&-` o C INDIVIDUAL RESPONSIBLE FOR OPERATION Name Title INDIVIDUAL PROVIDING INFORMATION Phone No. tit 41Zr O iAi k :3/); -- '3 116 O Name Title Phone No. 2. TYPE OF BUSINESS: MANUFACTURING X.1, SALES [ ] SERVICE p]` DISTRIBUTION B4 OTHER 4 Pe wz4A t DESCRIBE YOUR BUSINESS ACTIVITY CR,KP�:2._y/ c.-.:1/44 ke S ii,c; rc.re CHECK ALL ACTIVITIES OCCURRING AT YOUR LOCATION [ ] Centralized Waste Treatment [ ] Copper or Aluminum Forming [ ] Chemical Manufacture [ ] Electrical Component Assembly or Manufacturing [ ] Electroplating [ ] Flammables/Explosives Use [ ] Glass Manufacture [ ] Grain Mills [ j Laundry, Commercial [ ] Leather Tanning & Finishing [ ] Metal Finishing (Including electroless plating, anodizing, coating, chemical etching, etc. [ ] Metal Molding and Casting None of the Listed Activities [ ] Mining [ ] Non Ferrous Metals Forming [ ] Oil & Gas Refining/Extraction [ ] Pharmaceutical Manufacture [ ] Painting/Finishing [ ] Photographic/X-Ray developing [ j Porcelain Enameling [ ] Printing/Publishing [ ] Rubber Processing [ ] Smelting/Metal Refining [ ] Steam Power Generation [ ] Timber Products & Processing [ ] Transportation Equipment Cleaning [ ] Vehicle Repair Shop/Garage [ ] Trucked/Hauled Waste LIST PRINCIPAL PRODUCTS OR SERVICES 3ee Z. cL� 5 LIST RAW MATERIALS USED o 5, R�::+f5 yec s'�' ARE ;- LIST PROCESSES INVO VED Pic Q �v:, �; t:�,��i`a`;u,c:� g.).04-2 .2 STANDARD INDUSTRIAL CLASSIFICATION CODE(S) FOR MANUFACTURING AND SERVICE INDUSTRIES. SLC - IV -3 -rh1 R. }.t 5 r 3 - hesCAPA.)C 3. METHOD OF WASTEWATER DISPOSAL: MUNICIPAL SEWER .IA SEPTIC TANK [ ] HAUL [ If answer is septic tank, skip to the end of the form, sign, date and return. TYPE OF WASTEWATER DISCHARGED INTO MUNICIPAL SEWER: DOMESTIC [ ] INDUSTRIAL 124 Note: Domestic wastewater includes wastewater produced from the non-commercial preparation of food, or wastewater containing only human excrement and similar matter from the sanitary conveniences of dwellings and commercial, industrial or institutional buildings. All other wastewater should be considered industrial. 4. DOES YOUR ACTIVITY INVOLVE THE USE OF ANY OF THE FOLLOWING: NOT TO CHEMICAL YES NO SURE IF YES, PLEASE IDENTIFY SEWER Antifreeze/Glycol Compounds l IX I I Greases/ Oils I L I Isal ek.eS6,-1 OC,ex c�,c.s11_ I ›C Acids/Corrosives I I)4 I I 4 High Solids Wastes Solvents (incl. cleanina solvents) I X Ifil4 I I 4...7 e4� cs4}, -, Flammables/Explosives I I- I J I Pesticides/Herbicides IKI kI Phenols Cyanides I I k I Metals/ Metal Solutions KI Nitrogen Containing Compounds Organic Chemicals Hazardous Waste Accumulation Radioactive Isotopes Trucked or Hauled Wastes High Temperature Wastes >41 XI til 5. IF ANY OF THE TABLE CONSTITUENTS ARE DISCHARGED OR PROPOSED TO BE DISCHARGED INTO THE PUBLIC SANITARY SEWER, INDICATE WITH AN (X) IN THE FAR RIGHT HAND TABLE COLUMN. PLEASE USE AN ADDITIONAL SHEET IF MORE SPACE IS NEEDED FOR ANY INFORMATION. 6, DO THE CONTAINERS OF THE SOLUTIONS OR MATERIALS USED IN YOUR MANUFACTURING, CLEANING, OR OTHER OPERATIONS BEAR ANY HAZARD WARNING LABELS? IF SO, PLEASE LIST THE NAME OF SOLUTION OR MATERIAL AND TYPICAL QUANTITIES KEPT ON -SITE. yU/Wet; e c „,-,61' S G tqz .i s lt>� t4s G 5 vT ,5 f /10-A.1-1; 7. IS YOUR WASTEWATER TREATED BEFORE IT LEAVES YOUR FACILITY BY SEDIMENT INTERCEPTOR, OIL SEPERATOR OR OTHER MEANS? NO IF/YES, PLEASE DESCRIBE; INCLUDE 1DIIMENSIONS & SITE LOCATION. C2 ec,se -7,i0 — /C ) -a LI ,/)ck ed or. ttefIiz p - S. ARE THERE ANY FLOOR DRAINS IN THE WORK AREA 9. DO YOU ANTICIPATE ANY FUTURE CHANGES IN OPERATION? YES IF YES, PLEASE DESCRIBE. NO 10. ESTIMATE THE TOTAL WATER USAGE AT YOUR BUSINESS. This information is usually available from your water bill. 5e7Ocii ,r s pa_ era, NOTE TO SIGNING OFFICIAL: In accordance with Title 40 of the Code of Federal Regulations Part 403 Section 403.14, effluent data provided in this questionnaire shall be available to the public without restriction. Any other information provided may be claimed as confidential by the submitter. Such claim must be asserted at the time of submission by stamping the words "Confidential Business Information" on, or similarly identifying the information claimed as confidential. Requests for confidential treatment of information shalt be governed by procedures specified in 40 CFR Part 2. I HAVE READ THE ENCLOSED INFORMATION AND BELIEVE THAT IT IS ACCURATE AND CORRECT. NAME re. 6 iy-` ite SIGNATURE TITLE D t.tj ,� DATE 3/ jtC Weld County Treasurer Statement of Taxes Due Account Number R8922000 Parcel 131308208007 Assessed To SQUIRREL HOLDINGS LLC 11732 CRYSTAL VIEW LANE LONGMONT, CO 80504-8453 Legal Description Sims Address 2VCC L7 BLK6 2ND CORR VISTA COMMERCIAL CENTER FG f#2 Year Tax Interest Fees Payments Balance Tax Clue 2015 $32.86 $0.00 $0.00 ($32.86) 80.00 Total Tax Charge $0.00 Grand Total Due as of 03/08/2016 $0.00 Tax Billed at 2015 Rates for Tax Area 2342 - 2342 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 15.8000000* $6.01 AG -FLOOD $1,321 $380 SCHOOL DIST REIJ 53.8870000 $20.47 IRRRIGATID LAND NORTHERN COLORADO WATER 1.0000000 $0.38 Total $1,321 $380 (NC ST VRAIN LEFT HAND WATER (S 0.1560000 $0.06 MOUNTAIN VIEW FIRE 11.7470000 $4.46 ST VRAIN SANITATION 0.5850000 $0.23 HIGH PLAINS LIBRARY 3.3080000 $1.25 Taxes Billed 2015 * Credit Levy 86.4830000 $32.86 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES - AUGUST 1, REAL PROPERTY - AUGUST 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. Weld County Treasurer • P.O. Box 458, Greeley CO 80632 .1400 N 17th Ave, Greeley CO 80631 • (970) 353-3845 ext. 3290 Weld County Treasurer Statement of Taxes Due Account Number R8921900 Assessed To Parcel 131308208006 SQUIRREL HOLDINGS LLC 11732 CRYSTAL VIEW LANE LONGMONT, CO 80504-8453 Legal Description 2VCC L6 BLK6 2ND CORR VISTA COMMERCIAL CENTER FG #2 Silas Address Year Tax Chame 2015 Total Tax Charge Tax Interest $36.34 $0.00 Fees $0.00 Payments Balance $36.34 $0_00 $0.00 Grand Total Due as of 03/08/2016 $0.00 Tax Billed at 2015 Rates for Tax Area 2342 - 2342 Authority WELD COUNTY SCHOOL DIST RE1.1 NORTHERN COLORADO WATER (NC ST VRAIN LEFT HAND WATER (S MOUNTAIN VIEW FIRE ST VRAIN SANITATION HIGH PLAINS LIBRARY Taxes Billed 2015 * Credit Levy Mill Levy 15.8000000$ 53.8870000 1.0000000 0.1560000 11.7470000 0.5850000 3.3080000 Amount Values $6.63 AG -FLOOD $22.64 IRRRIGATED LAND $0.42 Total $0.07 $4.94 $0.25 $1.39 86.4830000 $36.34 Actual Assessed $1,448 $420 $1,448 $420 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES -AUGUST 1, REAL PROPERTY - AUGUST 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. Weld County Treasurer • P.O. Box 458, Greeley CO 80632.1400 N 17th Ave, Greeley CO 80631 • (970) 353-3845 ext. 3290 .O-.1 - 4/I 'n-Pr'S NOLJ. V/ 1a a-alS tffi A 6 STORM WATER MANAGEMENT PLAN COLLISION BREWERY Lots 6 & 7, Filing 2, Vista Commercial Center Weld County, CO Initial Submittal: 20 -June -2016 Prepared for: Squirrel Holdings 11747 Crystal View Lane Longmont, CO 80504 Phone: 303-588-1162 Prepared by: James Blankenship, P.E. JLB Engineering Consultants 743 Pear Court Louisville, Colorado 80027 Phone: 303.604.1634 Fax: 303.604.1674 I JLB Project Number: 1432 DF Storm Water Management Plan Collision Brewery :f J A portion of the Northwest '1 of Section 8, Township 2 North, Range 68 West, of the 6''' P.M., County of Weld, State of Colorado Index I. Site Description H. Site Map III. Stormwater Management Controls IV. Final Stabilization V, Inspection and Maintenance VI. Recordkeeping Appendix • FEMA Firmette • Area Soil Maps • BMP Details CDPHE Forms and Instructions • CDPHE Application • APEN Application and Guide • Inactivation Notice • Notice of Re -Assignment • Modification Form • Transfer Form • Amendment Form Maps (In Pouch) a Erosion Control Plan Engineer's Certification This is to certify that this SWMP plan for Collision Brewery was prepared in accordance with the Clean Water Act and the County of Weld requirements. This document was also prepared in accordance with the Colorado Health and Environment General Permit No. COR-030000. This plan was prepared in accordance with good engineering, hydrologic and pollution control practices. i Signature: Name: James L. Blankenship, P.E. Title: Principal Company: JLB Engineering Consultants Date: 6-20-16 Page 2 Storm Water Management Plan West Grange Filing No. 2 Subdivision A portion of the Northwest '/ of Section 8, Township 2 North, Range 68 West, of the 6'" P.M., County of Weld, State of Colorado I. SITE DESCRIPTION Nature of Construction Activity: The proposed construction for the Collision Brewery Site, includes the clearing of existing vegetation; overlot grading; installation of underground utilities such as finished water, sanitary sewer, electric, gas, cable; storm sewer and culverts for runoff conveyance; surface conveyances of runoff; construction of drives and access roads for parking including curb and gutter, asphalt pavement, sidewalks. Normal construction activities related to infrastructure construction are anticipated and include the daily access of employees to and from the site and the operation of heavy construction equipment to excavate and compact soils, access for shipments and deliveries, and to dig trenches and grade the site. The 1s' phase of development introduces much of the parking lot on the east side, however the owner has also designated space for potential future parking lot expansion in a future phase if needed. Sequence of Major Activities: 1. Installation of Perimeter and other Initial BMPs. 2. Earthwork Activities. 3. Construction of Underground Utilities (watermain, sanitary sewer, storm sewer, dry utilities, etc.) 4. Roadway Construction (curb and gutter, parking, sidewalks, etc.) 5. Building Construction 6. Final Stabilization Site Areas: Total Area of Site: 2.63 acres Disturbed Area: 2.86 acres Existing Conditions: The site is currently undeveloped, and slopes from north down south. There is approximately 4' of drop into the site at 3:1 from the south property line, then the site slopes at an average of 4.3 % to the north property line. The site slopes to an existing Page 3 roadside borrow ditch running from west to east on the south side of Skyway Drive. The borrow ditch is poorly defined with a relatively flat grade. The borrow ditch continues to Denning Way where it enters a 24" RCP culvert and continues north toward the regional facilities in the path described above. Existing Soils: The soil within the site is identified as Wiley -Colby Complex, which consists of deep, level to gently sloping, well drained silty clay loam formed in eolian deposits. It has a moderately high to high permeability rate and high available water capacity. Surface runoff and erosion hazard are both low. It is classified as hydrologic group B. Refer to the US Dept. of Agriculture's Soil Conservation Service Soil Survey of Weld County, Colorado, for more details on soil information. Existing Vegetation: Ground cover generally consists or weeds and native grasses. There are no significant trees on this parcel. Ground cover is generally well established with a density of about 70%. Existing Floodplain: There are no flood plains on the site per FIRM 080266 0850C. Existing Wetlands: There are no wetlands on -site. Receiving Waters: Runoff from the site is flows to existing detention ponds along the northern boundary of the development. From there it flows to the St. Vrain Creek and eventually to the S. Platte River. Existing and Proposed Runoff Coefficients and R Values: The existing and proposed runoff coefficients were developed based on the existing site conditions and proposed development. The values are utilized in the drainage report for development of mitigation measures for storm drainage runoff. Those coefficients are as follows: 10 -Year 100 -Year Developed 0,39 0.52 Historic 0.06 0.36 Page 4 Impacted Areas and Evaluation of Potential Pollution Sources The total area of the site to be impacted by construction is still to be finalized and is estimated to be 2.86 acres inclusive of all work in the public right of way. The construction of this project will be completed in one phase including all construction to provide a stabilized site. -7r Potential sources of pollution during include grading operation activities, import and export from the site, concrete washout areas, portable toilets, vehicle parking areas and refueling/maintenance areas, and vehicle operations. Storage of fuel on site will be limited to that in the vehicles on site for the construction operations. Re -fueling will occur using a mobile re -fueling truck. The following is an evaluation of the potential pollution sources on the site: 1. Disturbed and Stored Materials On -Site — This will be an active part of the plan from the initial phases. Materials storage should be handled through proper stockpile management and disturbed areas protected on the downstream gradient and intermittently and then vegetation permanently established in a timely manner when outside the ongoing construction activities. 2. Vehicle Tracking of Sediments — This is an active part of the plan from the initial phases. Tracking should be accommodated through the use of properly installed and maintained tracking pads, limiting access to the site at those facilities and then cleaning of adjacent streets subject to sediment tracking from the site. 3. Management of Contaminated Soils — There are no contaminated soils identified or anticipated on the site, other than those containing rubbish such as weeds or yard debris. The stockpiles with yard debris will be sorted through and the debris removed and disposed of in a proper manner. 4. Loading and Unloading Operation — This shall occur in a managed area when materials are not immediately being implemented into the project. 5. Outdoor Storage Activities — Outdoor storage shall be contained in a common location with property downstream BMP's and localized ground protection. Items stored should be protected against upstream surface runoff and separated from the downstream conveyance though local controls. 6. Vehicle and Equipment Maintenance and Fueling - Refueling which occurs on site shall be done in a safe manner. Prior to beginning refueling, all connections shall be completed and observed. The refueling equipment shall have automatic shutoff controls which enact as the device being fueled is filled. Refueling should only occur away from completed improvements and storm drains and/or detention ponds and trenches. 7. Significant Dust or Particulate Generating Processes — Overlot grading and local grading have the potential to generate dust. This parcel is not protected by any natural wind breaks and is upstream of the railroad and adjacent industrial park with prevailing winds from the west. Control of the wind borne erosion is essential through the use of water trucks, wind rowing, rough cut street control and establishment of permanent vegetation. • Page 5 $_ Routine Maintenance Activities -- This should be accommodated within the controlled areas of the site for daily maintenance of vehicles as practical. If a piece of construction equipment breaks down within the job site, consideration needs to be given to placement of downstream runoff controls such as rock socks or diversion dykes. Application of fertilizers and amendments should be completed using equipment suited to the size of the application and to limit excessive overspray. 9. On -Site Waste Management — Employees and visitors should be instructed to haul off all their waste and place it within proper containers. Waste containers provided on - site shall be in controlled area and include provisions for locking. Waste haul -off should be scheduled regularly, but not on days with high wind speeds. Waste that escapes the handling process should be quickly gathered and placed in the containers. 10. Concrete Related Equipment — Washout locations that are properly installed and maintained will be required for all concrete operations. Placement equipment for concrete should be clean upon entering the site and clean upon exiting. Forms shall be contained to the area of the work and spall from forming removal should be shoveled up and placed with the appropriate debris haul off element. 11. Dedicated Asphalt and Concrete Batch Plants — None on site. 12. Non -Industrial Wastes — Provide secured and regularly cleaned portable toilets. Anticipated Allowable Sources of Non-stormwater Discharge: Non-stonnwater discharge from the site is not anticipated nor expected. Water used for construction will be limited to that necessary to obtain necessary water content and compaction and to protect against wind borne erosion. All other construction water or related items will be contained on the site and properly disposed of, such as concrete washout areas. II. SITE MAP The attached Erosion and Sediment Control Plans provides the following: Construction site boundaries Areas of ground surface disturbance Areas of cut and fill (Fill areas are centered on the site with excavation in the north and south sides, except the southeast corner of the site which will be filled for a new detention pond.) Location of dedicated asphalt or concrete batch plants Locations of structural BMPs Locations of non-structural BMPs Locations of any springs, wetlands and other surface waters Page 6 III. STORMWATER MANAGEMENT CONTROLS SWMP Administrator: The SWMP Administrator is responsible for developing, implementing, maintaining, and revising the SWMP. The SWMP Administrator is the contact for all SWMP related issues and is the person responsible for its accuracy, completeness, and implementation. The SWMP Administrator is a person with authority to adequately manage and direct day-to-day storm water quality management activities at the site. Name: Company: Address: Phone: Cell: Potential Pollutant Sources: Refer to the list in Section I for a general list of Potential Pollution Sources. Site specific sources include, but are not limited to: - Vehicle Tracking of Sediment - Management of Contaminated Soils (if any) - Disturbed and Stockpiled Soils - Outdoor Storage - Loading and Unloading Operations - Equipment and Vehicle Maintenance and Fueling - On -Site Waste Management (Dumpsters, Liquid and Solid Waste, etc.) and non- industrial waste (worker trash, portable toilets, etc.) - Dust Generating Processes - Other procedures or areas where potential spills or disturbances can occur Page 7 Best Management Practices: Structural Practices: SF — Silt Fence Intended Use/Purpose: Appropriate Installation Timing: Appropriate Removal Timing: SCL - Sediment Control Log Intended Use/Purpose: Appropriate Installation Timing: Appropriate Removal Timing: CF - Construction Fence Intended Use/Purpose: Appropriate Installation Timing: Appropriate Removal Timing: VTC - Vehicle Tracking Control Location(s): Intended Use/Purpose: Appropriate Installation Timing: Appropriate Removal Timing: Silt fence may be used around the perimeter of the jobsite to protect against potential stormwater runoff. The silt fence will work to prevent sediment caught in stormwater from exiting the site. Silt fence will function effectively by reducing the energy of flowing stormwater; creating a barrier, slowly allowing water to pass through the fabric while sediment settles out. To be installed prior to beginning of construction activities. Removed after completion of final stabilization of the upstream area or as necessary for construction sequence. To collect or filter sediment from upstream flows, reduce flow velocities. May be used for perimeter control, as a sediment barrier and as a slope break where called for on the plans. They are not appropriate for concentrated flow areas. Installed prior to start of upgradient disturbance activities when used as a perimeter control and/or once the area is brought to grade. Removed after completion of final stabilization or as necessary for construction sequence. Construction fence will be installed around the perimeter of the jobsite to delineate the limits of construction. To be installed prior to beginning of construction activities. Removed after completion of final stabilization of the upstream area or as necessary for construction sequence. VTCs will be installed at the locations shown on the plans. To control sediment tracking from disturbed areas onto paved sections. The site shall be accessed via a VTC. Adjoining street shall be inspected daily for tracking and swept as necessary. At the start of the project. As necessary. Page 8 SSA - Stabilized Staging Area Location(s): Intended Use/Purpose: Appropriate Installation Timing: Appropriate Removal Timing: PT — Portable Toilets Location(s): Intended Use/Purpose: Appropriate Installation Timing: Appropriate Removal Timing: SP--- Stockpile Protection Intended Use/Purpose: Appropriate Installation Timing: Appropriate Removal Timing: IP — Inlet Protection As shown on the plans. To control sediment tracking from disturbed areas onto paved sections. At the start of the project. As necessary. To be determined by contractor. At least 50 ft. any storm inlet, wetland or drainage way. To provide a sanitary place for workers to use. The PT shall be anchored to prevent overturning. At the start of the project. As necessary. To minimize erosion and sediment transport from soil stockpiles. After a stockpile has been made on -site. After stockpile has either been respread on -site or exported off -site. Intended Use/Purpose: Inlet Protection shall be install as shown on the plans and as necessary to filter sediment from upstream flows and prevent it from entering inlets or culverts. Appropriate Installation Timing: Installed prior to start of excavation. Appropriate Removal Timing: Removed after completion of final stabilization of the upstream area or as necessary for construction sequence. Non -Structural Practices: Preserve Existing Vegetation Intended Use/Purpose: Appropriate Installation Timing: Appropriate Removal Timing: To disturb only those areas that are to be constructed on in the near term. Throughout construction wherever possible. Permit termination. Education Page 9 1 Intended Use/Purpose: Appropriate Installation Timing: Appropriate Removal Timing: Wind Erosion Control Intended Use/Purpose: Appropriate Installation Timing: Appropriate Removal Timing: Educate contractors as necessary on SWMP and SMWP compliance. The exact construction procedures will be communicated to the contractor and he must understand these procedures. Throughout construction. Completion of construction on the site. Wind erosion and dust control may be necessary if wind is transporting soil within or off site. Wind erosion control functions to stabilize the soil surface reducing the potential for wind erosion. Wind erosion control consists of applying water and/or other dust suppressants as necessary to prevent or alleviate erosion by the forces of wind. With the small area of disturbance coupled with vegetation on either side this is not anticipated to be an issue. If activities are generating soil which is notably airborne. After wind velocity has lessened. Vehicle and equipment maintenance and fueling Intended Use/Purpose: Location(s) SM - Seeding and Mulching Intended Use/Purpose: Appropriate Installation Timing: Appropriate Removal Timing: Good Housekeeping Practice Fueling operations shall be conducted by qualified personnel who are trained in fueling procedures, including the use of drip pans and proper spill cleanup and reporting procedures. Offsite unless not practicable then onsite during construction. To stabilize soil and prevent surface erosion, Installed upon completion of an area as noted in the sequence of construction for final stabilization or 7 days after denuded areas are inactive. None Good housekeeping practices that will prevent pollution with solid, liquid, and hazardous construction -related materials and wastes should be implemented throughout the project. Examples of good housekeeping include providing an appropriate location for waste management containers, establishing proper equipment/vehicle fueling and maintenance Page 10 practices. Development of a spill prevention and response plan is another example of Good Housekeeping practices that should be used on the project. The following items are detailed examples of some of the good housekeeping practices that should be utilized throughout the project. Street Sweeping and Vacuuming — Should be used to remove sediment that has been tracked onto adjacent roadways. Roadways should be inspected at least once each day, and sediment shall be removed as needed. A check of inlet protection should be completed after sweeping to ensure nothing was displaced during sweeping operations. Waste Management — Designate trash and bulk waste collection areas on -site. When possible, materials should be recycled. Hazardous material waste should be segregated from other solid waste. Waste collection areas should be located away from streets, gutters, watercourses and storm drains. Dumpsters should be located near site entrances to minimize traffic on disturbed soils and they should be placed on a level soil surface. Establish Proper Building Material Handling and Staging Areas — Clearly designate site areas for staging and storage of building materials. Provide appropriate BMPs to ensure that spills or leaks are contained. Establish Proper Equipment /Vehicle Fueling and Maintenance Practices — If needed, create a clearly designated on -site fueling and maintenance area that is clean and dry. Provide appropriate BMPs to ensure spills and leaks are contained. Minimize Construction Traffic Activity Construction traffic on and off the construction site shall be minimized to the fullest extent possible so as to minimize the tracking of mud and debris into adjacent public Right -of -Way. The SWMP Administrator shall be responsible to plan trips into and out of the site in such a way as to maintain sensible and efficient use of vehicles being utilized for transport of construction materials and equipment, waste materials and other construction related items. Phased BMP Implementation: The BMP's for the site will be phased to support the phasing of the project. The initial phases will include the import of the earthen materials, followed by the placement of those materials, then the infrastructure construction, followed by final stabilization of the site. Each phase will include temporary BMP's to manage the storm water and then permanent BMP's will be placed during the construction of the infrastructure and landscaping. Prior to construction, the Contractor will be required to review the initial stormwater management plan prepared by the Engineer. The Contractor will then become the manager of the plan and provide any updates and/or revisions regarding implementation of the anticipated BMP's with respect to construction scheduling and operations. Page 11 The Contractor will then be required to install BMP's necessary to support the initial phases of construction and to protect downstream properties from invasive runoff. Those measures may include the silt fencing along the perimeter and as needed internally, the installation of vehicle tracking pads at construction access points; the installation of washout areas for concrete trucks and grading of sedimentation basins as needed for runoff mitigation. All other phases of construction shall be reviewed and proper BMP's established as needed to support the ongoing activities. Those BMP's are generally outlined on the Storm Water Management Plan with accompanying details. Permanent erosion control and BMP's should be established as soon as heavy construction activities are complete and include the installation of scour protection at culverts, the seeding and establishment of permanent vegetation or ground cover, and the construction of all roads and walks. Permanent protection includes formal landscape and native seeding. At such time of the establishment of permanent BMP's, temporary measures should be removed and properly disposed of. Installation of BMP's shall be coordinated with site work sequencing. The BMP's shall be updated as necessary to support the ongoing construction activity. BMP's should be installed relative to the work underway, for instance, perimeter silt fencing should be installed prior to overlot grading, interim devices such as curb socks should be installed after paving, etc. Some of the key elements and triggers are as follows: ▪ Earthen Material Import: Install down gradient controls such as silt fence or straw wattles, clear and stock pile topsoil, collect trash and dispose. • Overlot grading; Install perimeter and internal silt fencing, install straw wattles, surface roughening, rough cut street control • Shallow utilities: Install concrete wash out, maintain existing BMP's, install inlet protection, install downstream gradient protection such as straw wattles or rock socks ▪ Paving: Install curb socks and continue to maintain existing BMP's ▪ Final: Install permanent scour protection at inlets and outlets of culverts, install permanent ground covers. Materials Handling and Spill Prevention Material handling and spill prevention is an integral part of the storm water management plan. Some discharge of non-stormwater runoff, such as irrigation runoff, is allowed. Prohibited discharges include substances such as paint, automotive fluids, solvents, oils or soaps. Items prohibited from combining with storm water runoff shall be stored and contained is trailers, buildings or enclosures with proper containment devices. Refueling which occurs on site shall be done in a safe manner. Prior to beginning refueling, all connections shall be completed and observed. The refueling equipment shall have automatic shutoff controls which enact as the device being fueled is filled. I i y Page 12 Refueling should only occur away from completed improvements and storm drains and/or detention ponds and trenches. The Contractor shall provide a material handling, spill prevention and control plan based on the sequence of activities and operations on the site. The plan should include means and methods of protecting against spills and wind blow distribution of waste and the methods for cleaning, including frequency, and emergency contacts. The hazardous spill/response plan shall at a minimum include the following: 1. Avoid contact with spilled material and avoid breathing vapors, smoke or dust originating from the material. • Observe and size -up the incident from a safe distance. Providing rescue and first aid shall be at the employee's discretion. Providing for the safety of the public and activation of other emergency services is first priority. • Stay upwind of fires and spills; keep out of low areas. • Take necessary actions to control traffic and protect motorists. Keep all persons as far away from the incident as is practical. • Do not clean up any unfamiliar, unknown or suspected hazardous material. Avoid spreading contamination (i,e., liquids, solids, or gases). • Obtain names and detain all persons involved with the incident. • Notify nearest emergency response authority (i.e., police, fire, medical, patrol, etc.). • Remain calm and wait for arrival of emergency response personnel. 2. Obtain facts and information • What hazardous material is involved? Obtain chemical name(s), trade names(s), manufacturer's name(s) and ID number(s). Material ID problems - if the material cannot be safely identified, the carrier's business office may be able to provide some information about the content of the load. If they cannot, then a properly equipped Hazardous Material Response Team should be called in to identify the material. • Examine bill of lading, shipping papers, placards, and labels if safe to do so. • Interview the driver for additional information. • What is the total amount of material and estimated spilled amount? • Observe physical state and appearance of material. Is it a solid, liquid, or vapor? Is it just sitting there or reacting? Color? Smell? On fire? Wind direction and speed? • Has the material been contained or is it still spreading? Contained how? Spreading where? • How close is the spilled material to traffic, adjacent property, and waterways? • How is traffic being handled? • Has the spiller contacted a response or clean-up crew? Who are they? When will they arrive? • What other agencies are on -scene or have been notified? 3. Call For Help. • Notify the Colorado State Patrol by radio, telephone, or messenger. Use the reporting method that works best. Page 13 • Provide this person or agency with your name, incident location, method by which you can be contacted, and the information. • Ask the person to notify the local emergency response agency 911 if available, or local police and fire. Emergency Notification Contacts Number Local Fire Department 911 Local Police Department 911 Ambulance 911 Hospital 911 National Response Center 1-800-424-8802 CDPHE- Report Environmental Spills (24 hrs/day) 1-877-518-5608 Weld County Public Works 970-304-6496 x3750 Colorado Emergency Planning Committee 303-273-1622 Also contact SWMP Administrator and Owner See Above 4. Coordinate Actions with the Emergency Response Personnel. • Each incident should have a person designated as the "Incident Commander" who will be in charge of operations at the scene. • The employee should report to this person upon arrival and coordinate his/her activities with that person. 5. Isolate Spill Area. • The U.S. DOT Emergency Response Guidebook should be referenced to determine basic emergency actions and isolation distances. • Traffic Control - temporary closure of the highway may be required if the safety of the traveling public or emergency response personnel is threatened. _1 Material cleanup should be underway as soon as it is determined safe to do so. Sand or absorbent material may be needed to contain the hazardous material and prevent further contamination. Adjacent property or waterways should be protected when it can be done safely. Contractor may take this action but should first consult with the Incident Commander, or reliable source for recommended safety precautions_ Such actions should be avoided when special protective equipment or clothing is recommended. The clean up of hazardous materials is the carrier's responsibility. When the material has been properly identified, a hazardous material clean-up team should be contracted and mobilized immediately. Spills caused by other parties are the responsibility of the other party; however, if no responsible party has been identified, Contractor will respond as described in their program_ Dedicated Concrete or Asphalt Batch Plants: Dedicated Concrete or Asphalt Batch Plants will not be part of this project. Page 14 Vehicle Tracking Control: Minimize Site Access — Access to the site will be limited to the construction entrances defined on the plans. Construction Fencing will be installed around the perimeter of the site to prevent access at other points. Street Sweeping — The contractor shall clean up sediment tracked onto the adjoining roadways immediately. Inlet BMPs shall be installed before to shoveling, sweeping or vacuuming. Street washing is not allowed. Vehicle Tracking — Vehicle Tracking Control shall be maintained and have gravel replaced as necessary to prevent sediment from building up and being tracked from the site. VTCs shall be installed at the site access points. Waste Management and Disposal, Including Concrete Washout: An area shall be designated on -site for all concrete washout, asphalt, waste and field laboratory operations. Appropriate BMPs shall be used in this area to prevent runoff from transporting material off -site. Groundwater and Stormwater Dewatering: The BMPs selected for construction dewatering vary depending on the site -specific features, such as soils, topography, discharge quantities and discharge location. Typically, dewatering involves pumping water from an inundated area to a BMP, prior to the water being released downstream into a receiving waterway, sediment basin or well - vegetated area. Acceptable BMPs include discharging water into a sediment trap or basin, using a dewatering filter bag, or using a series of sediment logs. A settlement tank or active treatment system can also be utilized. Another commonly used method to handle the pumped water is the "sprinkler method," which involves applying the water to vegetated areas through a perforated discharge hose. Dispersal from a water truck for dust control can also be used to disperse the pumped water. Project Specifics Dewatering is not anticipated for this project. If dewatering is required, the actual location of the dewatering equipment will be determined by the contractor. A dewatering permit will be required if the contractor determines it's necessary to discharge of the pumped water off -site. IV. FINAL STABILIZATION Final Stabilization for the demolition of this site will be accomplished by seeding and mulching the exposed areas. Final stabilization is reached when all soil disturbing activities at the site have been completed, and uniform vegetative cover has been established with a density of at least 70 percent of pre -disturbance levels or equivalent Page 15 permanent, physical erosion reduction methods have been employed. Vegetative cover shall consist of the seed mix noted on the Erosion Control Plans. V. INSPECTION AND MAINTENANCE Inspections of current and ongoing storm water management plan activities shall occur as required by the County of Weld. At a minimum, inspections should occur weekly during active construction and within 24 hours of any precipitation or snowmelt that causes surface erosion. Inspections can occur every 2 weeks after active construction until the site has achieved final stabilization. Sediment will be cleaned out when silt depth is 50% or greater than the erosion control device. Reports should be prepared every two weeks. The reports should include the BMP's in place and the ongoing construction activities including a discussion of the performance of the BMP's. Inspections should also occur at the beginning of a new construction activity and after a rainfall event. Inspections should be conducted by the Permittees' representative and the appropriate storm water management plan supervisor employed by the Contractor. The County should also be notified of meetings and inspections and may or may not attend. The Contractor will be responsible for updating and installing additional BMP's as needed for the sequencing of Construction and for the ongoing maintenance of the BMP's. A copy of all approved permits and plans shall remain on site and available for inspection at all times. Reports and plans shall be updated regularly and include copies of all inspection reports. Any phasing of activities proposed by the contractor shall be included on the plan. VI. RECORDKEEPING 1. Accurate and complete records will be kept, and maintained for three years after the Site Development Permit is terminated. 2. The SWMP should be considered a "living document" that will be continuously reviewed and modified, including but not limited to: additions, deletions, and changing locations of BMPs. These changes will be marked in the plans, dated and signed at time of occurrence. 3. All inspection and maintenance activities or other repairs will be documented and the records kept for review by the County. 4. Records of spill, leaks or overflows that result in the discharge of pollutants must be documented and maintained. Information that should be recorded for all occurrences include the time and date, weather conditions, reasons for spill, etc. A release of any chemical, oil, petroleum product, sewage, etc., which may enter state waters Page 16 must be reported immediately to the County, and the State of Colorado Spill Hotline at 1-877-518-5608. 5. Incidents of noncompliance, such as uncontrolled releases of pollutants including mud, muddy water or measurable quantities of sediment found off -site will be noted, along with a brief explanation as to measures taken to prevent future violations and measures taken to clean up sediment that has left the site. 6. Records of all stormwater management activities including spills, leaks, overflows, and inspections shall be kept in accordance with CDPHE Permit Requirements and CDOT Specifications. DISCLAIMER This plan was prepared in accordance with applicable stormwater regulations. This document represents a planning tool to assist the client to comply with all applicable stormwater regulations during the construction of the project. It is the clients' sole responsibility on how to operate the construction site and not JLB Engineering Consultants. Therefore, JLB Engineering Consultants is not liable for operational decisions made by the client and for the clients' failure to follow recommendations as outlined in this SWMP. Client agrees to hold JLB Engineering Consultants harmless for any potential violations the client may receive for operational violations brought forth by any regulatory agency including all Federal, State and local agencies. By accepting the SWMP the client agrees to this disclaimer and its conditions. NATIONAL FLOOR INSURANCE PRO RAM FIRM FLOOD INSURANCE RATE MAP WELD COUNTY, COLORADO UNINCORPORATED AREA PANEL 850 OF 1075 [SEE }AAP INOE%FOR Fa NEL5 NOT PR+NTEOI COMMUNITY -PANEL NUMBER 080266 0850 C MAP REVISED: SEPTEMBER 28. 1982 federal emergency management agency JR. INC. "A" FRAME This is an official copy of a portion of the above referenced flood map. I was extracted using F -MIT On -Line- This map does not reSect changes or amendments which may have been made subsequent to the date an the title block. For the latest product information about National Flood Insurance Program food maps check the PEMA Flood Map Store at w.wu.misc-feme gas USDA United States Department of Agriculture MRCS Natural Resources Conservation Service 1 ::::. A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Weld County, Colorado, Southern Part Collision Brewery June 14, 2016 40° 9' 28" 8 40° 9 24" N Custom Soil Resource Report Soil Map • r it-:• .�� T. +� -•- -- - I. it x 1 i- ' - + t G • 3 iV 8 497120 497130 497140 497150 497160 497170 497180 497190 497200 497210 497220 497230 497240 497250 49726.0 497270 497280 497290 3 u Map Scale: 1:814 if printed on A landscape (11" x 8.5") sheet. a 10 20 40 0 35 70 140 Map projection: Web Mercator Comer coordinates: WC584 Edge tics: UTM Zone 13N WGS84 Meters 60 Feet 210 6 0 40° 9'28" N 40° 9' 24" N Custom Soil Resource Report MAP LEGEND Area of Interest (AOII Area or Interest IAol] Soils Soil Map Unit Polygons • Soil Map Unit Lines ® Soil Map Unit Points Special Point Features (io Blowout sy Borrow Pit Clay Spot O Closed Depression • Grave] Pit Gravelly Spot Landfill Lava Flow Marsh or swamp r a Mine or Quarry • Miscellaneous Water • Perennial Water Rock Outcrop 4. Saline Spot Sandy Spot • Severely Eroded Spot • Sinkhole 3p Slide or Slip �f Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Water Features Streams and Canals Please rely on the bar scale on each map sheet for map measurements. Transportation }k4 Rails emu► Interstate Highways US Routes Major Roads Local Roads Background III Aerial Photography Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area, A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 14, Sep 22, 2015 Soil map units are labeled (as space allows) formap scales 1:50,000 or larger. Date(s) aerial images were photographed: Mari 6, 2012 -Apr 13, 2012 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps, As a result, some minor shifting of map unit boundaries may be evident. 7 Custom Soil Resource Report Map Unit Legend Weld County, Colorado, Southern Part (CO618) Map Unit Symbol Map Unit Name Acres in AOl Percent of AOl 82 83 Totals for Area of Interest Wiley -Colby complex, 1 to 3 percent slopes Wiley -Colby complex, 3 to 5 percent slopes 0.2 3.0 3.1 Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If 8 5.2% 94.8% 100.0% Custom Soil Resource Report intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha - Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report Weld County, Colorado, Southern Part 82 —Wiley -Colby complex, 9 to 3 percent slopes Map Unit Setting National map unit symbol: 3643 Elevation: 4,850 to 5,000 feet Mean annual precipitation: 12 to 16 inches Mean annual air temperature: 48 to 54 degrees F Frost -free period: 135 to 170 days Farmland classification: Prime farmland if irrigated Map Unit Composition Wiley and similar soils: 60 percent Colby and similar soils: 30 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Wiley Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile Hi - 0 to 11 inches: silt loam H2 - 11 to 60 inches: silty clay loam H3 - 60 to 64 inches: silty clay loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency ofponding: None Calcium carbonate, maximum in profile.' 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/orn) Available water storage in profile: High (about 11.7 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (R067BY002CO) Description of Colby Setting Landform: Plains Down -slope shape: Linear Custom Soil Resource Report Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile Hl - 0 to 7 inches. loam H2 - 7 to 60 inches: silt loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0,57 to 2.00 inihr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: High (about 10.6 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (R067BY002CO) Minor Components Heldt Percent of map unit: 4 percent Weld Percent of map unit: 4 percent Keith Percent of map unit: 2 percent 83 —Wiley -Colby complex, 3 to 5 percent slopes Map Unit Setting National map unit symbol: 3644 Elevation: 4,850 to 5,000 feet Mean annual precipitation: 12 to 16 inches Mean annual air temperature* 48 to 54 degrees F Frost -free period: 135 to 170 days Farmland classification: Farmland of statewide importance Map Unit Composition Wiley and similar soils: 55 percent Colby and similar soils: 30 percent Minor components: 15 percent 11 Custom Soil Resource Report Estimates are based on observations, descriptions, and transects of the mapunit. Description of Wiley Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile H9 - 0 to 11 inches: silt loam H2 -1 to 60 inches: silty clay loam H3 - 60 to 64 inches: silty clay loam Properties and qualities Slope. 3 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 11.7 inches) interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (R067BY002CO) } Description of Colby :1 Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile Hi - 0 to 7 inches: loam H2 - 7 to 60 inches: silt loam Properties and qualities Slope: 3 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent 12 Custom Soil Resource Report Available water storage in profile: High (about 10.6 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (R067BY002CO) Minor Components Heldt Percent of map unit: 9 percent Weld Percent of map unit: 6 percent Stabilized Staging Area (SSA) SM-6 Description A stabilized staging area is a clearly designated area where construction equipment and vehicles, stockpiles, waste bins, and other construction -related materials are stored. The contractor office trailer may also be located in this area. Depending on the size of the construction site, more than one staging area may be necessary. Appropriate Uses Most construction sites will require a staging area, which should be clearly designated in SWMP drawings. The layout of the staging area may vary depending on the type of construction activity. Staging areas located in roadways due to space constraints require special measures to avoid materials being washed into storm inlets. Design and Installation Photograph SSA -1. Example of a staging area with a gravel surface to prevent mud tracking and reduce runoff. Photo courtesy of Douglas County. Stabilized staging areas should be completed prior to other construction activities beginning on the site. Major components of a stabilized staging area include: • Appropriate space to contain storage and provide for loading/unloading operations, as well as parking if necessary. • A stabilized surface, either paved or covered, with 3 -inch diameter aggregate or larger. • Perimeter controls such as silt fence, sediment control logs, or other measures. • Construction fencing to prevent unauthorized access to construction materials. • Provisions for Good Housekeeping practices related to materials storage and disposal, as described in the Good Housekeeping BMP Fact Sheet. • A stabilized construction entrance/exit, as described in the Vehicle Tracking Control BMP Fact Sheet, to accommodate traffic associated with material delivery and waste disposal vehicles. Over -sizing the stabilized staging area may result in disturbance of existing vegetation in excess of that required for the project. This increases costs, as well as requirements for long-term stabilization following the construction period. When designing the stabilized staging area, minimize the area of disturbance to the extent practical. Stabilized Staging Area Functions Erosion Control Yes Sediment Control Moderate Site/Material Yes November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SSA -1 SM-6 Stabilized Staging Area (SSA) Minimizing Long -Term Stabilization Requirements ■ Utilize off -site parking and restrict vehicle access to the site. Use construction mats in lieu of rock when staging is provided in an area that will not be disturbed i otherwise. ■ Consider use of a benned contained area for materials and equipment that do not require a stabilized surface. • Consider phasing of staging areas to avoid disturbance in an area that will not be otherwise disturbed. See Detail SSA -1 for a typical stabilized staging area and SSA -2 for a stabilized staging area when materials staging in roadways is required. Maintenance and Removal Maintenance of stabilized staging areas includes maintaining a stable surface cover of gravel, repairing perimeter controls, and following good housekeeping practices. When construction is complete, debris, unused stockpiles and materials should be recycled or properly disposed. In some cases, this will require disposal of contaminated soil from equipment leaks in an appropriate landfill. Staging areas should then be permanently stabilized with vegetation or other surface cover planned for the development. SSA -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Stabilized Staging Area (SSA) SM-6 CONSTRUCTION SITE ACCESS STABILIZED CONSTRUCTION ENTRANCE (SEE DETAILS VTC-1 TO VTC-3) SF/CF SF/CF a, • -DNSIT£ CONSTRUCTION VEHICLE PARKING OF • . NEEDED) • a L, MATERIAL STORAGE AREAas A �. L U ti SF/CF SF/CF (SSA CONSTRUCTION TRAILERS 3" MIN. THICKNESS GRANULAR MATERIAL SILT FENCE OR CONSTRUCTION FENCING AS NEEDED EXISTING ROADWAY SSA -1. STABILIZED STAGING AREA STABILIZED STAGING AREA INSTALLATION NOTES 1. SEE PLAN VIEW FOR - LOCATION OF STAGING AREA(S). - CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL FROM THE LOCAL JURISDICTION. 2. STABILIZED STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE. OVERSIZING RESULTS IN A LARGER AREA TO STABILIZE FOLLOWING CONSTRUCTION. 3. STAGING AREA SHALL BE STABILIZED PRIOR TO OTHER OPERATIONS ON THE SITE, 4. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM 3" THICK GRANULAR MATERIAL. 5. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. 6. ADDITIONAL PERIMETER BMPs MAY BE REQUIRED INCLUDING BUT NOT LIMITED TO SILT FENCE AND CONSTRUCTION FENCING. STABIUZED STAGING AREA MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED. November 2010 Urban Drainage and Flood Control District SSA -3 Urban Storm Drainage Criteria Manual Volume 3 SM-6 Stabilized Staging Area (SSA) STABILIZED STAGING AREA MAINTENANCE NOTES 5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING, STORAGE, AND UNLOADING/LOADING OPERATIONS. fi_ THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED BY THE LOCAL JURISDICTION, USED ON SITE, AND THE AREA COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY LOCAL JURISDICTION. NOTE: MANY MUNICIPALITIES PROHIBIT THE USE OF RECYCLED CONCRETE AS GRANULAR MATERIAL FOR STABILIZED STAGING AREAS DUE TO DIFFICULTIES WITH RE-ESTABLISHMENT OF VEGETATION IN AREAS WHERE RECYCLED CONCRETE WAS PLACED. NOTE:. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO, NOT AVAILABLE IN AUTOCAD) SSA -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Vehicle Tracking Control (VTC) SM-4 Description Vehicle tracking controls provide stabilized construction site access where vehicles exit the site onto paved public roads. An effective vehicle tracking control helps remove sediment (mud or dirt) from vehicles, reducing tracking onto the paved surface. Appropriate Uses Implement a stabilized construction entrance or vehicle tracking control where frequent heavy vehicle traffic exits the construction site onto a paved roadway. An effective vehicle tracking control is particularly important during the following conditions: Photograph VTC-1. A vehicle tracking control pad constructed with properly sized rock reduces off -site sediment tracking. • Wet weather periods when mud is easily tracked off site. • During dry weather periods where dust is a concern. • When poorly drained, clayey soils are present on site. Although wheel washes are not required in designs of vehicle tracking controls, they may be needed at particularly muddy sites. Design and Installation Construct the vehicle tracking control on a level surface. Where feasible, grade the tracking control towards the construction site to reduce off -site runoff. Place signage, as needed, to direct construction vehicles to the designated exit through the vehicle tracking control. There are several different types of stabilized construction entrances including: VTC-1. Aggregate Vehicle Tracking Control. This is a coarse -aggregate surfaced pad underlain by a geotextile. This is the most common vehicle tracking control, and when properly maintained can be effective at removing sediment from vehicle tires. VTC-2. Vehicle Tracking Control with Construction Mat or Turf Reinforcement Mat. This type of control may be appropriate for site access at very small construction sites with low traffic volume over vegetated areas. Although this application does not typically remove sediment from vehicles, it helps protect existing vegetation and provides a stabilized entrance. Vehicle Tracking Control Functions Erosion Control Moderate Sediment Control Yes _ Site/Material Management Yes November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 VTC-1 SM-4 Vehicle Tracking Control (VTC) VTC-3. Stabilized Construction Entrance/Exit with Wheel Wash. This is an aggregate pad, similar to VTC-1, but includes equipment for tire washing. The wheel wash equipment may be as simple as hand-held power washing equipment to more advance proprietary systems. When a wheel wash is provided, it is important to direct wash water to a sediment trap prior to discharge from the site. Vehicle tracking controls are sometimes installed in combination with a sediment trap to treat runoff. Maintenance and Removal Inspect the area for degradation and replace aggregate or material used for a stabilized entrance/exit as needed. If the area becomes clogged and ponds water, remove and dispose of excess sediment or replace material with a fresh layer of aggregate as necessary. With aggregate vehicle tracking controls, ensure rock and debris from this area do not enter the public right-of-way. Remove sediment that is tracked onto the public right of way daily or more frequently as needed. Excess sediment in the roadway indicates that the stabilized construction entrance needs maintenance. Ensure that drainage ditches at the entrance/exit area remain clear. Photograph VTC-2. A vehicle tracking control pad with wheel wash facility. Photo courtesy of Tom Gore. A stabilized entrance should be removed only when there is no longer the potential for vehicle tracking to occur. This is typically after the site has been stabilized. When wheel wash equipment is used, be sure that the wash water is discharged to a sediment trap prior to discharge. Also inspect channels conveying the water from the wash area to the sediment trap and stabilize areas that may be eroding. When a construction entrance/exit is removed, excess sediment from the aggregate should be removed and disposed of appropriately. The entrance should be promptly stabilized with a permanent surface following removal, typically by paving. VTC-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Vehicle Tracking Control (VTC) SM-4 SIDEWALK OR OTHER PAVED SURFACE PUBLIC ROADWAY INSTALL ROCK FLUSH WITH OR BELOW TOP OF PAVEMENT COMPACTED SUBORADE 50 FOOT (MIN.) 20 FOOT (WIDTH CAN BE LESS IF CONST. VEHICLES ARE PHYSICALLY CONFINED ON BOTH SIDES) 9" (MIN.) UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, USE COOT SECT. #703, MSHTO #3 COARSE AGGREGATE OR 6" MINUS ROCK NON -WOVEN GEOTEXTILE FABRIC BETWEEN SOIL AND ROCK UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, USE COOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR 5" MINUS ROCK r 9 (MIN.) SECTION A T NON -WOVEN CEOTEXTILE FABRIC VTC-i. AGGREGATE VEHICLE TRACKING CONTROL November 2010 Urban Drainage and Flood Control District VTC-3 Urban Storm Drainage Criteria Manual Volume 3 SM-4 Vehicle Tracking Control (VTC) PUBLIC ROADWAY NOTE: WASH WATER MAY NOT CONTAIN CHEMICALS OR SOAPS WITHOUT OBTAINING A SEPARATE PERMIT DITCH TO CARRY WASH WATER TO SEDIMENT TRAP OR BASIN 6'7" MIN. REINFORCED CONCRETE RACK (MAY SUBSTITUTE STEEL CATTLE GUARD FOR CONCRETE RACK) DRAIN SPACE SECTION A VTC-2. AGGREGATE VEHICLE TRACKING CONTROL WITH WASH RACK VTC-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Vehicle Tracking Control (VTC) SM-4 EXISTING PAVED ROADWAY SPIKES OR STAKES CONSTRUCTION MATS, WOVEN OR TURF REINFORCEMENT STRAP MAT (TRM) CONNECTORS RESTRICT CONST. VEHICLE ACCESS TO SIDES OF MAT 1 DISTURBED AREA, CONSTRUCTION SITE, STABILIZED STORAGE AREA OR STAGING AREA IB" MIN TRM END OVERLAP WITH SPIKES OR STAKES CONSTRUCTION MAT END OVERLAP INTERLOCK WITH STRAP CONNECTORS 20' OR AS REQUIRED TO ACCOMMODATE ANTICIPATED TRAFFIC (WIDTH CAN BE LESS IF f CONST. VEHICLES ARE PHYSICALLY CONFINED ON BOTH SIDES) VTC-3. VEHICLE TRACKING CONTROL W/ CONSTRUCTION MAT OR TURF REINFORCEMENT MAT (TRM) November 2010 Urban Drainage and Flood Control District VTC-5 Urban Storm Drainage Criteria Manual Volume 3 SM-4 Vehicle Tracking Control (VTC) STABILIZED CONSTRUCTION ENTRANCE/ExiT INSTALLATION NOTES 1, SEE PLAN VIEW FOR -LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S). -TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, CONSTRUCTION MAT OR TRM). 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES, 5. A NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. #703, AASHTO #3 COARSE AGGREGATE OR fi" (MINUS) ROCK. STABILIZED CONSTRUCTION ENTRANCE/EXIT MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION, MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE, INSPECT EIMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION. AND PERFORM NECESSARY MAINTENANCE, 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY, 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND AT THE ENO OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED DOWN STORM SEWER DRAINS. NOTE. MANY ,JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS AOAPTED FROM CITY OF BROOMFIELD. COLORADO. NOT AVAILABLE IN AUTOCAD) VTC-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 +177 • Protection of Existing Vegetation (PV) SM-2 Description Protection of existing vegetation on a construction site can be accomplished through installation of a construction fence around the area requiring protection. In cases where upgradient areas are disturbed, it may also be necessary to install perimeter controls to minimize sediment loading to sensitive areas such as wetlands. Existing vegetation may be designated for protection to maintain a stable surface cover as part of construction phasing, or vegetation may be protected in areas designated to remain in natural condition under post -development conditions (e.g., wetlands, mature trees, riparian areas, open space). Appropriate Uses Photograph PV -1. Protection of existing vegetation and a sensitive area. Photo courtesy of CDOT. Existing vegetation should be preserved for the maximum practical duration on a construction site through the use of effective construction phasing. Preserving vegetation helps to minimize erosion and can reduce revegetation costs following construction. Protection of wetland areas is required under the Clean Water Act, unless a permit has been obtained from the U.S. Army Corps of Engineers (USAGE) allowing impacts in limited areas. If trees are to be protected as part of post -development landscaping, care must be taken to avoid several types of damage, some of which may not be apparent at the time of injury. Potential sources of injury include soil compaction during grading or due to construction traffic, direct equipment -related injury such as bark removal, branch breakage, surface grading and trenching, and soil cut and fill. In order to minimize injuries that may lead to immediate or later death of the tree, tree protection zones should be developed during site design, implemented at the beginning of a construction project, as well as continued during active construction. Design and Installation General Once an area has been designated as a preservation area, there should be no construction activity allowed within a set distance of the area. Clearly mark the area with construction fencing. Do not allow stockpiles, equipment, trailers or parking within the protected area. Guidelines to protect various types of existing vegetation follow. Protection of Existing Vegetation Functions Erosion Control Yes Sediment Control Moderate Site/Material Management Yes November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 PV -1 SM-2 Protection of Existing Vegetation (PV) Surface Cover During Phased Construction Install construction fencing or other perimeter controls around areas to be protected from clearing and grading as part of construction phasing. Maintaining surface cover on steep slopes for the maximum practical duration during construction is recommended. Open Space Preservation Where natural open space areas will be preserved as part of a development, it is important to install construction fencing around these areas to protect them from compaction. This is particularly important when areas with soils with high infiltration rates are preserved as part of LID designs. Preserved open space areas should not be used for staging and equipment storage. Wetlands and Riparian Areas Install a construction fence around the perimeter of the wetland or riparian (streatnside vegetation) area to prevent access by equipment. In areas downgradient of disturbed areas, install a perimeter control such as silt fence, sediment control logs, or similar measure to minimize sediment loading to the wetland. Tree Protection t ■ Before beginning construction operations, establish a tree protection zone around trees to be preserved by installing construction fences. Allow enough space from the trunk to protect the root zone from soil compaction and mechanical damage, and the branches from mechanical damage (see Table PV -1). If low branches will be kept, place the fence outside of the drip line. Where this is not possible, place fencing as far away from the trunk as possible. In order to maintain a healthy tree, be aware that about 60 percent of the tree's root zone extends beyond the drip line. Table PV -1 Guidelines for Determining the Tree Protection Zone (Source: Matheny and Clark, 1998; as cited in GreenCO and WWE 2008) Distance from Trunk (ft) per inch of DBH Species Tolerance to Damage Young Mature Over mature Good 0.5' 0.75' 1.0' Moderate 0.75' 1.0' 1.25' Poor 1.0' 1.25' 1.5' Notes: DBH = diameter at breast height (4,5 ft above grade); Young = <20% of life expectancy; Mature = 20%-80% of life expectancy; Over mature =>80% of life expectancy ■ Most tree roots grow within the top 12 to 18 inches of soil. Grade changes within the tree protection zone should be avoided where possible because seemingly minor grade changes can either smother Tree Protection guidelines adapted from GreenCO and WWE (2008). Green industry Best Management Practices (BMPs) for the Conservation and Protection of Water Resources in Colorado, Moving Toward Sustainability, Third Release. See www.greenco.org for more detailed guidance on tree preservation. PV -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Protection of Existing Vegetation (PV) SM-2 roots (in fill situations) or damage roots (in cut situations). Consider small walls where needed to avoid grade changes in the tree protection zone. • Place and maintain a layer of mulch 4 to 6 -inch thick from the tree trunk to the fencing, keeping a 6 -inch space between the mulch and the trunk. Mulch helps to preserve moisture and decrease soil compaction if construction traffic is unavoidable. When planting operations are completed, the mulch may be reused throughout planting areas. • Limit access, if needed at all, and appoint one route as the main entrance and exit to the tree protection zone. Within the tree protection zone, do not allow any equipment to be stored, chemicals to be dumped, or construction activities to take place except fine grading, irrigation system installation, and planting operations. These activities should be conducted in consultation with a landscaping professional, following Green Industry BMPs. • Be aware that soil compaction can cause extreme damage to tree health that may appear gradually over a period of years. Soil compaction is easier to prevent than repair. Maintenance and Removal Repair or replace damaged or displaced fencing or other protective barriers around the vegetated area. If damage occurs to a tree, consult an arborist for guidance on how to care for the tree. If a tree in a designated preservation area is damaged beyond repair, remove and replace with a 2 -inch diameter tree of the same or similar species. Construction equipment must not enter a wetland area, except as permitted by the U.S. Army Corps of Engineers (USACE). Inadvertent placement of fill in a wetland is a 404 pennit violation and will require notification of the USACE. If damage to vegetation occurs in a protected area, reseed the area with the same or similar species, following the recommendations in the USDCM Reregetation chapter. 1 November 2010 Urban Drainage and Flood Control District PV -3 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC -6 Description Inlet protection consists of permeable barriers installed around an inlet to filter runoff and remove sediment prior to entering a storm drain inlet. Inlet protection can be constructed from rock socks, sediment control logs, silt fence, block and rock socks, or other materials approved by the local jurisdiction. Area inlets can also be protected by over -excavating around the inlet to form a sediment trap. Appropriate Uses Install protection at storm sewer inlets that are operable during construction. Consider the potential for tracked -out sediment or temporary stockpile areas to contribute sediment to inlets when determining which inlets must be protected. This may include inlets in the general proximity of the construction area, not limited to downgradient inlets. Inlet protection is not a stand-alone BMP and should be used in conjunction with other upgradient BMPs. Design and Installation Photograph IP-1. Inlet protection for a curb opening inlet. To function effectively, inlet protection measures must be installed to ensure that flows do not bypass the inlet protection and enter the storm drain without treatment. However, designs roust also enable the inlet to function without completely blocking flows into the inlet in a manner that causes localized flooding. When selecting the type of inlet protection, consider factors such as type of inlet (e.g., curb or area, sump or on -grade conditions), traffic, anticipated flows, ability to secure the BMP properly, safety and other site -specific conditions. For example, block and rock socks will be better suited to a curb and gutter along a roadway, as opposed to silt fence or sediment control logs, which cannot be properly secured in a curb and gutter setting, but are effective area inlet protection measures. Several inlet protection designs are provided in the Design Details. Additionally, a variety of proprietary products are available for inlet protection that may be approved for use by local governments. If proprietary products are used, design details and installation procedures from the manufacturer must be followed. Regardless of the type of inlet protection selected, inlet protection is most effective when combined with other BMPs such as curb socks and check dams. Inlet protection is often the last barrier before runoff enters the storm sewer or receiving water. Design details with notes are provided for these forms of inlet protection: IP-1 . Block and Rock Sock Inlet Protection for Sump or On -grade Inlets IP-2. Curb (Rock) Socks Upstream of Inlet Protection, On -grade Inlets Inlet Protection (various forms) Functions Erosion Control No Sediment Control Yes Site/Material Management No August 2013 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 IP-1 SC -6 Inlet Protection (IP) 1 -- IP-3. Rock Sock Inlet Protection for Sump/Area Inlet IP-4. Silt Fence Inlet Protection for Sump/Area Inlet IP-5. Over -excavation Inlet Protection 1P-6. Straw Bale Inlet Protection for Sump/Area Inlet CIP-1 . Culvert Inlet Protection Propriety inlet protection devices should be installed in accordance with manufacturer specifications. More information is provided below on selecting inlet protection for sump and on -grade locations. Inlets Located in a Sump When applying inlet protection in sump conditions, it is important that the inlet continue to function during larger runoff events. For curb inlets, the maximum height of the protective barrier should be lower than the top of the curb opening to allow overflow into the inlet during larger storms without excessive localized flooding. If the inlet protection height is greater than the curb elevation, particularly if the filter becomes clogged with sediment, runoff will not enter the inlet and may bypass it, possibly causing localized flooding, public safety issues, and downstream erosion and damage from bypassed flows. Area inlets located in a sump setting can be protected through the use of silt fence, concrete block and rock socks (on paved surfaces), sediment control logs/straw wattles embedded in the adjacent soil and stacked around the area inlet (on pervious surfaces), over -excavation around the inlet, and proprietary products providing equivalent functions. Inlets Located on a Slope For curb and gutter inlets on paved sloping streets, block and rock sock inlet protection is recommended in conjunction with curb socks in the gutter leading to the inlet. For inlets located along unpaved roads, also see the Check Dam Fact Sheet. Maintenance and Removal Inspect inlet protection frequently_ Inspection and maintenance guidance includes: Inspect for tears that can result in sediment directly entering the inlet, as well as result in the contents of the BMP (e.g., gravel) washing into the inlet. Check for improper installation resulting in untreated flows bypassing the BMA and directly entering the inlet or bypassing to an unprotected downstream inlet. For example, silt fence that has not been properly trenched around the inlet can result in flows under the silt fence and directly into the inlet. Look for displaced BMPs that are no longer protecting the inlet. Displacement may occur following larger storm events that wash away or reposition the inlet protection. Traffic or equipment may also crush or displace the BMP. Monitor sediment accumulation upgradient of the inlet protection, IP-2 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 August 2013 Inlet Protection (IP) SC -6 ■ Remove sediment accumulation from the area upstream of the inlet protection, as needed to maintain BMP effectiveness, typically when it reaches no more than half the storage capacity of the inlet protection. For silt fence, remove sediment when it accumulates to a depth of no more than 6 inches. Remove sediment accumulation from the area upstream of the inlet protection as needed to maintain the functionality of the BMP. ■ Propriety inlet protection devices should be inspected and maintained in accordance with manufacturer specifications. If proprietary inlet insert devices are used, sediment should be removed in a timely manner to prevent devices from breaking and spilling sediment into the storm drain. Inlet protection must be removed and properly disposed of when the drainage area for the inlet has reached final stabilization. August 2013 Urban Drainage and Flood Control District IP-3 Urban Storm Drainage Criteria Manual Volume 3 SC -6 Inlet Protection (IP) ROCK SOCKS SEE ROCK SOCK DESIGN DETAIL FOR JOINTING 16" CINDER BLOCKS MIN. 16" CINDER BLOCKS FLOW 2"K4" WOOD STUD CURB INLET 2"x4" WOOD - SECTION A - STUD IP-1. BLOCK AND ROCK SOCK SUMP OR ON GRADE INLET PROTECTION ROCK SOCKS 9LQCK AN➢ CURB SOCK INLET PROTECTION INSTALLATION NOTES 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 2. CONCRETE "CINDER" BLOCKS SHALL BE LAID ON THEIR SIDES AROUND THE INLET IN A SINGLE ROW, ABUTTING ONE ANOTHER WITH THE OPEN END FACING AWAY FROM THE CURB, 3. GRAVEL BAGS SHALL BE PLACED AROUND CONCRETE BLOCKS, CLOSELY ABUTTING ONE ANOTHER AND JOINTED TOGETHER IN ACCORDANCE WITH ROCK SOCK DES/GN DETAIL. f o 916. 'b., CURB SOCK FLOW MINIMUM OF TWO CURB SOCKS APPROX 30 DEC. BLOCK AND ROCK SOCK INLET PROTECTION(SEE DETAIL IP-1) IP-2. CURB ROCK SOCKS UPSTREAM OF INLET PROTECTION CURB ROCK SOCK INLET PROTECTION INSTALLATION NOTES 1. SEE ROCK SOCK DESIGN DETAIL INSTALLATION REQUIREMENTS. 2. PLACEMENT OF THE SOCK SHALL BE APPROXIMATELY 3❑ DEGREES FROM PERPENDICULAR IN THE OPPOSITE DIRECTION OF FLOW. 3. SOCKS ARE TO BE FLUSH WITH THE CURB AND SPACED A MINIMUM OF 5 FEET APART. 4. AT LEAST TWO CURB SOCKS IN SERIES ARE REQUIRED UPSTREAM OF ON -GRADE INLETS. IP-4 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 August 2013 Inlet Protection (IP) SC -6 INLET CRATE ED SEE ROCK SOCK DETAIL FOR JOINTING ROCK SOCK IP-3. ROCK SOCK SUMP/AREA INLET PROTECTION ROCK SOCK SUMP/AREA INLET PROTECTION INSTALLATION NOTES 1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 2, STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF ROCK SOCKS FOR INLETS IN PERVIOUS AREAS, INSTALL PER SEDIMENT CONTROL LOG DETAIL. SILT FENCE (SEE SILT FENCE DESIGN DETAIL ) IP-4. SILT FENCE FOR SUMP INLET PROTECTION SILT FENCE INLET PROTECTION INSTALLATION NOTES 1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 2. POSTS SHALL BE PLACED AT EACH CORNER OF THE INLET AND AROUND THE EDGES AT A MAXIMUM SPACING OF 3 FEET 3. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF SILT FENCE FOR INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. August 2013 Urban Drainage and Flood Control District IP-5 Urban Storm Drainage Criteria Manual Volume 3 SC -6 Inlet Protection (IP) V IP. 41 A SHEET FLOW SILT FENCE AREA INLET EC8 SILT FENCE 2:1 MAX 1 _ ` f 1' MIN 2' MAX ROCK FILTER OR ROCK SOCK (USE IF FLOW IS CONCENTRATED) L ECB CONCENTRATED FLOW IP-5. OVEREXCAVATION INLET PROTECTION OVEREXCAVAT1ON INLET PROTECTION INSTALLATION NOTES 1. THIS FORM OF INLET PROTECTION IS PRIMARILY APPLICABLE FOR SITES THAT HAVE NOT YET REACHED FINAL GRADE AND SHOULD BE USED ONLY FOR INLETS WITH A RELATIVELY SMALL CONTRIBUTING DRAINAGE AREA. 2. WHEN USING FOR CONCENTRATED FLOWS, SHAPE BASIN IN 2:1 RATIO WITH LENGTH ORIENTED TOWARDS DIRECTION OF FLOW. 3. SEDIMENT MUST BE PERIODICALLY REMOVED FROM THE OVEREXCAVATED AREA. //// / / / ///, STRAW BALE (SEE STRAW BALE DESIGN DETAIL) a s INLET GRATE IP-6. STRAW BALE FOR SUMP INLET PROTECTION STRAW BALE BARRIER INLET PROTECTION INSTALLATION NOTES 1. SEE STRAW BALE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 2. BALES SHALL BE PLACED IN A SINGLE ROW AROUND THE INLET WITH ENDS OF BALES TIGHTLY ABUTTING ONE ANOTHER. IP-6 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 August 2013 Inlet Protection (IP) SC -6 FLOW -'- CULVERT END SECTION ROCK SOCK CULVERT INLET PROTECTION PLAN 10" MIN. BACKFILL UPSTREAM ROCK L OF WATTLE SECTION A SOCK KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP KEY IN ROCK SOCK 2" ON EARTH SECTION B CIP-1. CULVERT INLET PROTECTION CULVERT INLET PROTECTION INSTALLATION NOTES 1. SEE PLAN VIEW FOR -LOCATION OF CULVERT INLET PROTECTION. 2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING DETAIL, CULVERT INLET PROTECTION MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE SEDIMENT DEPTH IS .14 THE HEIGHT OF THE ROCK SOCK. 5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. (DETAILS ADAPTED FROU AURORA, COLORADO, NOT AVAILABLE iN AUrOCAD} NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. August 2013 Urban Drainage and Flood Control District 1P-7 Urban Storm Drainage Criteria Manual Volume 3 SC -6 Inlet Protection (IP) GENERAL INLET PROTECTION INSTALLATION NOTES 1. SEE PLAN VIEW FOR: - LOCATION OF INLET PROTECTION. - TYPE OF INLET PROTECTION (IP,1, IP.2, IP.3, IP.4, IP.5, IP.6) 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAVING IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RAINFALL/RUNOFF EVENT 1S FORECAST, INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. 3. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. INLET PROTECTION MAINTENANCE NOTES 1. INSPECT OMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING COND€TION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED AS NECESSARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES 50% CF CAPACITY, A DEPTH OF 6" WHEN SILT FENCE IS USED, OR Yi OF THE HEIGHT FOR STRAW BALES. 5. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STABILIZED, UNLESS THE LOCAL JURISDICTION APPROVES EARLIER REMOVAL OF INLET PROTECTION iN STREETS. 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED FROM rawN OF PARKER, COLORADO ANO CM, OF AURORA, COLORADO, NOT AVAILABLE rN AUTOCAO) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS, CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY PROPRIETARY INLET PROTECTION METHODS ON THE MARKET. UDFCD NEITHER ENDORSES NOR DISCOURAGES USE OF PROPRIETARY INLET PROTECTION HOWEVER, IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. NOTE; SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT THE USE CF STRAW BALES FOR INLET PROTECTION, CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET PROTECTION IS ACCEPTABLE. IP-8 Urban Drainage and Flood Control District August 2013 Urban Storm Drainage Criteria Manual Volume 3 Rock Sock (RS) SC -5 Description A rock sock is constructed of gravel that has been wrapped by wire mesh or a geotextile to form an elongated cylindrical filter. Rock socks are typically used either as a perimeter control or as part of inlet protection. When placed at angles in the curb line, rock socks are typically referred to as curb socks. Rock socks are intended to trap sediment from stormwater runoff that flows onto roadways as a result of construction activities. Appropriate Uses Photograph RS -1. Rock socks placed at regular intervals in a curb Rock socks can be used at the perimeter line can help reduce sediment loading to storm sewer inlets. Rock of a disturbed area to control localized socks can also be used as perimeter controls. sediment loading. A benefit of rock socks as opposed to other perimeter controls is that they do not have to be trenched or staked into the ground; therefore, they are often used on roadway construction projects where paved surfaces are present. Use rock socks in inlet protection applications when the construction of a roadway is substantially complete and the roadway has been directly connected to a receiving storm system. Design and Installation When rock socks are used as perimeter controls, the maximum recommended tributary drainage area per 100 lineal feet of rock socks is approximately 0.25 acres with disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. A rock sock design detail and notes are provided in Detail RS -1. Also see the Inlet Protection Fact Sheet for design and installation guidance when rock socks are used for inlet protection and in the curb line. When placed in the gutter adjacent to a curb, rock socks should protrude no more than two feet from the curb in order for traffic to pass safely. If located in a high traffic area, place construction markers to alert drivers and street maintenance workers of their presence. Maintenance and Removal Rock socks are susceptible to displacement and breaking due to vehicle traffic. Inspect rock socks for damage and repair or replace as necessary. Remove sediment by sweeping or vacuuming as needed to maintain the functionality of the BMP, typically when sediment has accumulated behind the rock sock to one-half of the sock's height. Once upstream stabilization is complete, rock socks and accumulated sediment should be removed and properly disposed. Rock Sock Functions Erosion Control No Sediment Control Yes Site/Material Management No November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manua] Volume 3 RS -1 SC -5 Rock Sock (RS) 1Yy" (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH T0" ON BEDROCK OR HARD SURFACE, 2" IN SOIL ROCK SOCK SECTION ROCK SOCK, TYP WIRE TIE ENDS GROUND SURFACE 1jg" (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH 4" TO 6" MAX AT CURBS, OTHERWISE "-1O" DEPENDING ON EXPECTED SEDIMENT LOADS ROCK SOCK PLAN ANY CAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE AMOUNT OF ii" (MINUS) CRUSHED ROCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK - REINFORCED SOCK. AS AN ALTERNATIVE TO FILLING JOINTS BETWEEN ADJOINING ROCK SOCKS WITH CRUSHED ROCK AND 12" 12" ADDITIONAL WIRE WRAPPING, ROCK SOCKS CAN BE OVERLAPPED (TYPICALLY 12 -INCH OVERLAP) TO AVOID GAPS. ROCK SOCK JOINTING ROCK SOCK INSTALLATION NOTES 1. SEE PLAN VIEW FOR: -LOCATION(S) OF ROCK SOCKS. GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2 100 IV 90 - 100 1" 20 - 55 3i'i" 0 - 1 5 V" 0 - 5 MATCHES SPECIFICATIONS FOR NO 4 COARSE AGGREGATE FOR CONCRETE PER MSHTO M43, ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES. 2. CRUSHED ROCK SHALL 8E 1)4" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1'h" MINUS). 3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF i", RECOMMENDED MINIMUM ROLL WIDTH OF 48" 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. RS -1. ROCK SOCK PERIMETER CONTROL RS -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rock Sock (RS) SC -5 ROCK SOCK MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION, MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SOCKS SHALL BE REPLACED IF THEY BECOME HEAVILY SOILED, OR DAMAGED BEYOND REPAIR, 5. SEDIMENT ACCUMULATED UPSTREAM OF ROCK SOCKS SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY J OF THE HEIGHT OF THE ROCK SOCK. 6, ROCK SOCKS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABIUZED AND APPROVED BY THE LOCAL JURISDICTION. 7. WHEN ROCK SOCKS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL. SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS, CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF ROCK SOCK INSTALLATION IN THE DENVER METROPOUTAN AREA, THERE ARE MANY OTHER SIMILAR PROPRIETARY PRODUCTS ON THE MARKET. UDFCD NEITHER NDORSES NOR DISCOURAGES USE OF PROPRIETARY PROTECTION PRODUCTS; HOWEVER, IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. November 2010 Urban Drainage and Flood Control District RS -3 Urban Storm Drainage Criteria Manual Volume 3 Sediment Control Log (SCL) SC -2 Description A sediment control log is a linear roll made of natural materials such as straw, coconut fiber, or compost. The most common type of sediment control log has straw filling and is often referred to as a "straw wattle." All sediment control logs are used as a sediment barrier to intercept sheet flow runoff from disturbed areas. Appropriate Uses Sediment control logs can be used in the following applications to trap sediment: • As perimeter control for stockpiles and the site. ■ As part of inlet protection designs. • As check dams in small drainage ditches. (Sediment control logs are not intended for use in channels with high flow velocities.) • On disturbed slopes to shorten flow lengths (as an erosion control). Photographs SCL-1 and SCL-2. Sediment control Logs used as 1) a perimeter control around a soil stockpile: and, 2) as a "J -hook" perimeter control at the corner of a construction site. ■ As part of multi -layered perimeter control along a receiving water such as a stream, pond or wetland. Sediment control logs work well in combination with other layers of erosion and sediment controls. Design and Installation Sediment control logs should be installed along the contour to avoid concentrating flows. The maximum allowable tributary drainage area per 100 lineal feet of sediment control log, installed along the contour, is approximately 0.25 acres with a disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. Longer and steeper slopes require additional measures. This recommendation only applies to sediment control logs installed along the contour. When installed for other uses, such as perimeter control, it should be installed in a way that will not produce concentrated flows. For example, a "J -hook" installation may be appropriate to force runoff to pond and evaporate or infiltrate in multiple areas rather than concentrate and cause erosive conditions parallel to the BMP. Sediment Control Log Functions Erosion Control Moderate Sediment Control Yes Site/Material Management No November 2015 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SCL-1 SC -2 Sediment Control Log (SCL) Although sediment control logs initially allow runoff to flow through the BMP, they can quickly become a barrier and should be installed as if they are impermeable. Design details and notes for sediment control logs are provided in the following details. Sediment logs must be properly installed per the detail to prevent undercutting, bypassing and displacement When installed on slopes, sediment control logs should be installed along the contours (i.e_, perpendicular to flow). Improper installation can lead to poor performance. Be sure that sediment control logs are properly trenched (if lighter than 8 lb/foot), anchored and tightly jointed. Maintenance and Removal Be aware that sediment control logs will eventually degrade. Remove accumulated sediment before the depth is one-half the height of the sediment log and repair damage to the sediment log, typically by replacing the damaged section. Once the upstream area is stabilized, remove and properly dispose of the logs. Areas disturbed beneath the logs may need to be seeded and mulched. Sediment control logs that are biodegradable may occasionally be left in place (e.g., when logs are used in conjunction with erosion control blankets as permanent slope breaks). However, removal of sediment control logs after final stabilization is typically appropriate when used in perimeter control, inlet protection and check darn applications. Compost from compost sediment control logs may be spread over the area and seeded as long as this does not cover newly established vegetation. SCL-2 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Sediment Control Log (SCL) SC -2 - 9CL-Kt - SCL- TRENCHED r Y, DIAM, FLOW - r� OF SOL 1 x 1.1• x 1$,• (MIN) WOODEN STAKE 9" DIAMETER (MIN) SEDIMENT CONTROL LOG NOTES: LARGER -DIAhIETER SEDIMENT CONTROL LOGS MAY NEED TO BE EMBEDDED DEEPER. 2.PLACE LOG AGAINST SIDEWALK OR [ACK CF CURL? WHEN ADJACENT TO THESE FEATURES. SEDIMENT CONTROL LOG COMPACTED EXCAVATED TRENCH SOIL FLOW -- CENTER STAKE IN CONTROL LOG 9" DIAMETER ((MIN) SEDIMENT CONTROL LOG 1`./ I)IA.M. SCL (TYP.) SECTION TRENCHED SEDIMENT CONTROL LOG 12" OVERLAP OWN.) �x 0" DIAMETER (MIN) ------ SEDIMENT CONTROL LOG x .,.13" (MIN) WOODEN STAKE LOG JOINTS SCL-1, TRENCHED SEDIMENT CONTROL LOG November 2015 Urban Drainage and Flood Control District SCL-3 Urban Storm Drainage Criteria Manual Volume 3 Sediment Control Log (SCL) SC -2 4' I.ILAX FC' TFEN(HE : SCL5 IC' M,V FOR CCMPCST SCLs VERTCCAL SPACING VARIES DEPENCING CN SLOPE ■i CONTINUOUS -CL AT PERIMETEP OF CCNSTRu_TION SITE SCL-3. SEDIMENT CONTROL LOGS TO CONTROL SLOPE LENGTH November 2015 Urban Drainage and Flood Control District SCL-5 Urban Storm Drainage Criteria Manual Volume 3 SC -2 Sediment Control Log (SCL) SEDIMENT CONTROL LOG INSTALLATION NOTES 1. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS. 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR TO ANY UPGRADIENT LAND —DISTURBING ACTIVITIES. 3, SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT FIBER, AND SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS. HOLES AND OBVIOUS WEAR 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES, HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS. 5. 1T IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO A DEPTH OF APPROXIMATELY Y3 OF THE DIAMETER OF THE LOG. IF TRENCHING TO THIS DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STAKING. COMPOST LOGS THAT ARE S LB/FT DO NOT NEED TO BE TRENCHED. 6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL OR FILTER MATERIAL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL DE TIGHTLY COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN ROLLER OR BLOWN IN PLACE. 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED_ COMPOST LOGS SHOULD BE STAKED 14' ON CENTER, SEDIMENT CONTROL LOG MAINTENANCE NOTES 1. INSPECT BMP EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMP;, IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 5. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. A. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY OF THE HEIGHT OF THE SEDIMENT CONTROL LOG. 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION.COMPOST FROM COMPOST LOGS MAY BE LEFT IN PLACE AS LONG AS BAGS ARE REMOVED AND THE AREA SEEDED_ IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAILS ADAPTED FROM TOWN OF PARKER, COLORADO, JEFFERSON COUNTY, COLORADO, DOUGLAS COUNTY, COLORADO. AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. SCL-6 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Silt Fence (SF) SC -1 Description A silt fence is a woven geotextile fabric attached to wooden posts and trenched into the ground. It is designed as a sediment barrier to intercept sheet flow runoff from disturbed areas. Appropriate Uses A silt fence can be used where runoff is conveyed from a disturbed area as sheet flow. Silt fence is not designed to receive concentrated flow or to be used as a filter fabric. Typical uses include: ■ Down slope of a disturbed area to accept sheet flow. • Along the perimeter of a receiving water such as a stream, pond or wetland. ■ At the perimeter of a construction site. Design and Installation Photograph SF -I. Silt fence creates a sediment 'barrier, forcing sheet flow runoff to evaporate or infiltrate. Silt fence should be installed along the contour of slopes so that it intercepts sheet flow. The maximum recommended tributary drainage area per 100 lineal feet of silt fence, installed along the contour, is approximately 0.25 acres with a disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. Longer and steeper slopes require additional measures. This recommendation only applies to silt fence installed along the contour. Silt fence installed for other uses, such as perimeter control, should be installed in a way that will not produce concentrated flows. For example, a "J -hook" installation may be appropriate to force runoff to pond and evaporate or infiltrate in multiple areas rather than concentrate and cause erosive conditions parallel to the silt fence. See Detail SF -1 for proper silt fence installation, which involves proper trenching, staking, securing the fabric to the stakes, and backfilling the silt fence. Properly installed silt fence should not be easily pulled out by hand and there should be no gaps between the ground and the fabric. Silt fence must meet the minimum allowable strength requirements, depth of installation requirement, and other specifications in the design details. Improper installation of silt fence is a common reason for silt fence failure; however, when properly installed and used for the appropriate purposes, it can be highly effective. Silt Fence Functions Erosion Control No Sediment Control Yes Site/Material Management No November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SF -1 SC -1 Silt Fence (SF) Maintenance and Removal Inspection of silt fence includes observing the material for tears or holes and checking for slumping fence and undercut areas bypassing flows. Repair of silt fence typically involves replacing the damaged section with a new section. Sediment accumulated behind silt fence should be removed, as needed to maintain BMP effectiveness, typically before it reaches a depth of 6 inches. Silt fence may be removed when the upstream area has reached final stabilization. Photograph SF -2. When silt fence is not installed along the contour, a "J -hook" installation may be appropriate to ensure that the BMP does not create concentrated flow parallel to the silt fence. Photo courtesy of Tom Gore. SF -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Silt Fence (SF) SC -1 -SF-SF-SH SILT FENCE GEOTExTILE COMPACTED BACKFILL FL w� EXISTING GROUND 6" MIN AT LEAST 10" OF SILT FENCE "TAIL" SHALL BE BURIED ROTATE SECOND SILT FENCE POSTS SHALL BE JO NED AS SHOWN, THEN ROTATED 180 DEC. IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND 18" MIN 4" MIN 1,„x 1)„ (RECOMMENDED) WOODEN FENCE POST WITH 10' MAX SPACING 36"-48" TYP. POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE THICKNESS OF GEOTExTILE HAS BEEN EXAGGERATED, TYP SECTION A SF -1. SILT FENCE November 2010 Urban Drainage and Flood Control District SF -3 Urban Storm Drainage Criteria Manual Volume 3 SC -1 Silt Fence (SF) Sll T FFNCF INSTAI I ATION NOTES 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER PONDING. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR PONDING AND DEPOSITION. 2. A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT FENCE INSTALLATION DEVICE. NO ROAD GRADERS, BACKHOES, OR SIMILAR EQUIPMENT SHALL BE USED. 3. COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES. 5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAVY DUTY STAPLES OR NAILS WITH 1" HEADS. STAPLES AND NAILS SHOULD BE PLACED 3" ALONG THE FABRIC DOWN THE STAKE. 6. AT THE END CF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J -HOOK." THE "J -HOOK" EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' — 20'). 7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. SILT FENCE MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY 6". 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, TEARING, OR COLLAPSE. 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER SEDIMENT CONTROL BMP. 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, NOT AVWLAHLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. SF -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Street Sweeping and Cleaning S-11 Description Street sweeping uses mechanical pavement cleaning practices to reduce sediment, litter and other debris washed into storm sewers by runoff. This can reduce pollutant loading to receiving waters and in some cases reduce clogging of storm sewers and prolong the life of infiltration oriented BMPs and reduce clogging of outlet structures in detention BMPs. Different designs are available with typical sweepers categorized as a broom and conveyor belt sweeper, wet or dry vacuum -assisted sweepers, and regenerative -air sweepers, The effectiveness of street sweeping is dependent upon particle loadings in the area being swept, street texture, moisture conditions, parked car management, equipment operating conditions and frequency of cleaning (Pitt et al. 2004). Appropriate Uses Photograph SSC-I. Monthly street sweeping from April through November removed nearly 40,690 cubic yards of sediment/debris from Denver streets in 2009. Photo courtesy of Denver Public Works. Street sweeping is an appropriate technique in urban areas where sediment and litter accumulation on streets is of concern for aesthetic, sanitary, water quality, and air quality reasons. From a pollutant loading perspective, street cleaning equipment can be most effective in areas where the surface to be cleaned is the major source of contaminants. These areas include freeways, large commercial parking lots, and paved storage areas (Pitt et al. 2004). Where significant sediment accumulation occurs on pervious surfaces tributary to infiltration BMPs, street sweeping may help to reduce clogging of infiltration media. In areas where construction activity is occurring, street sweeping should occur as part of construction site stonnwater management plans. Vacuuming of permeable pavement systems is also considered a basic routine maintenance practice to maintain the BMP in effective operating condition. See the maintenance chapter for more information on permeable pavement systems. Not all sweepers are appropriate for this application. Practice Guidelines' 1. Post street sweeping schedules with signs and on local government websites so that cars are not parked on the street during designated sweeping days. 2. Sweeping frequency is dependent on local government budget, staffing, and equipment availability, but monthly sweeping during non -winter months is a common approach in the metro Denver urban Practice guidelines adapted from CASQA (2003) California Sior n 'aterBMP Ha+rdloak, Practice SC -70 Road and Street Maintenance. • November 2010 Urban Drainage and Flood Control District SWC-1 Urban Storm Drainage Criteria Manual Volume 3 S-11 Street Sweeping and Cleaning area. Consider increasing sweeping frequency based on factors such as traffic volume, land use, field observations of sediment and trash accumulation, proximity to watercourses, etc. For example: • Increase the sweeping frequency for streets with high pollutant loadings, especially in high traffic and industrial areas. • Conduct street sweeping prior to wetter seasons to remove accumulated sediments. • Increase the sweeping frequency for streets in special problem areas such as special events, high litter or erosion zones. 3. Perform street cleaning during dry weather if possible. 4. Avoid wet cleaning the street; instead, utilize dry methods where possible. 5. Maintain cleaning equipment in good working condition and purchase replacement equipment as needed. Old sweepers should be replaced with more technologically advanced sweepers (preferably regenerative air sweepers) that maximize pollutant removal. 6. Operate sweepers at manufacturer recommended optimal speed levels to increase effectiveness. 7. Regularly inspect vehicles and equipment for leaks and repair promptly. 8. Keep accurate logs of the number of curb -miles swept and the amount of waste collected. 9. Dispose of street sweeping debris and dirt at a landfill. 10. Do not store swept material along the side of the street or near a storm drain inlet. Changes in Street Sweeper Technology (Source: Center for Watershed Protection 2002) At one time, street sweepers were thought to have great potential to remove stormwater pollutants from urban street surfaces and were widely touted as a stonnwater treatment practice in many communities. Street sweeping gradually fell out of favor, largely as a result of performance monitoring conducted as part of the National Urban Runoff Program (NURP). These studies generally concluded that street sweepers were not very effective in reducing pollutant loads (USEPA, 1983). The primary reason for the mediocre performance was that mechanical sweepers of that era were unable to pick up fine-grained sediment particles that carry a substantial portion of the stonnwater pollutant load. In addition, the performance of sweepers is constrained by that portion of a street's stormwater pollutant load delivered from outside street pavements (e.g., pollutants that wash onto the street from adjacent areas or are directly deposited on the street by rainfall). Street sweeping technology, however, has evolved considerably since the days of the NURP testing. Today, communities have a choice in three basic sweeping technologies to clean their urban streets: traditional mechanical sweepers that utilize a broom and conveyor belt, vacuum -assisted sweepers, and regenerative -air sweepers (those that blast air onto the pavement to loosen sediment particles and vacuum them into a hopper). For more information, see http://www.cwp.org/Resource Library/Center Docs/PWP/ELC PWP121.pdf SWC-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Good Housekeeping Practices (GH) MM -3 Description Implement construction site good housekeeping practices to prevent pollution associated with solid, liquid and hazardous construction -related materials and wastes. Stonnwater Management Plans (SWMPs) should clearly specify BMPs including these good housekeeping practices: • Provide for waste management. • Establish proper building material staging areas. • Designate paint and concrete washout areas. • Establish proper equipment/vehicle fueling and maintenance practices. • Control equipment/vehicle washing and allowable non- stormwater discharges. • Develop a spill prevention and response plan. Acknowledgement: This Fact Sheet is based directly on EPA guidance provided in Developing Your Storm water Pollution Prevent Plan (EPA 2007). Appropriate Uses Photographs GH-1 and CH -2. Proper materials storage and secondary containment for fuel tanks are important good housekeeping practices. Photos courtesy of CDOT and City of Aurora. Good housekeeping practices are necessary at all construction sites. Design and Installation The following principles and actions should be addressed in SWMPs: ▪ Provide for Waste Management. Implement management procedures and practices to prevent or reduce the exposure and transport of pollutants in stonnwater from solid, liquid and sanitary wastes that will be generated at the site. Practices such as trash disposal, recycling, proper material handling, and cleanup measures can reduce the potential for stormwater runoff to pick up construction site wastes and discharge them to surface waters. Implement a comprehensive set of waste -management practices for hazardous or toxic materials, such as paints, solvents, petroleum products, pesticides, wood preservatives, acids, roofing tar, and other materials. Practices should include storage, handling, inventory, and cleanup procedures, in case of spills. Specific practices that should be considered include: Solid or Construction Waste o Designate trash and bulk waste -collection areas on - site. Good Housekeeping Functions Erosion Control No Sediment Control No Site/Material Management Yes November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 GH-1 MM -3 Good Housekeeping Practices (GH) o Recycle materials whenever possible (e.g., paper, wood, concrete, oil). o Segregate and provide proper disposal options for hazardous material wastes, o Clean up litter and debris from the construction site daily. o Locate waste -collection areas away from streets, gutters, watercourses, and stone drains. Waste - collection areas (dumpsters, and such) are often best located near construction site entrances to minimize traffic on disturbed soils. Consider secondary containment around waste collection areas to minimize the likelihood of contaminated discharges. o Empty waste containers before they are full and overflowing. Sanitary and Septic Waste o Provide convenient, well -maintained, and properly located toilet facilities on -site. o Locate toilet facilities away from storm drain inlets and waterways to prevent accidental spills and contamination of stormwater. o Maintain clean restroom facilities and empty portable toilets regularly. o Where possible, provide secondary containment pans under portable toilets. o Provide tie -downs or stake -downs for portable toilets. o Educate employees, subcontractors, and suppliers on locations of facilities. o Treat or dispose of sanitary and septic waste in accordance with state or local regulations. Do not discharge or bury wastewater at the construction site. o Inspect facilities for leaks. If found, repair or replace immediately. o Special care is necessary during maintenance (pump out) to ensure that waste and/or biocide are not spilled on the ground. Hazardous Materials and Wastes o Develop and implement employee and subcontractor education, as needed, on hazardous and toxic waste handling, storage, disposal, and cleanup. o Designate hazardous waste -collection areas on -site. o Place all hazardous and toxic material wastes in secondary containment. Photograph CH -3. Locate portable toilet facilities on Level surfaces away from waterways and storm drains. Photo courtesy of WWE. GH-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Good Housekeeping Practices (GH) MM -3 o Hazardous waste containers should be inspected to ensure that all containers are labeled properly and that no leaks are present. • Establish Proper Building Material Handling and Staging Areas. The SWMP should include comprehensive handling and management procedures for building materials, especially those that are hazardous or toxic. Paints, solvents, pesticides, fuels and oils, other hazardous materials or building materials that have the potential to contaminate stonnwater should be stored indoors or under cover whenever possible or in areas with secondary containment. Secondary containment measures prevent a spill from spreading across the site and may include dikes, beans, curbing, or other containment methods. Secondary containment techniques should also ensure the protection of groundwater. Designate staging areas for activities such as fueling vehicles, mixing paints, plaster, mortar, and other potential pollutants. Designated staging areas enable easier monitoring of the use of materials and clean up of spills. Training employees and subcontractors is essential to the success of this pollution prevention principle. Consider the following specific materials handling and staging practices: o Train employees and subcontractors in proper handling and storage practices. o Clearly designate site areas for staging and storage with signs and on construction drawings. Staging areas should be located in areas central to the construction site. Segment the staging area into sub -areas designated for vehicles, equipment, or stockpiles. Construction entrances and exits should be clearly marked so that delivery vehicles enter/exit through stabilized areas with vehicle tracking controls (See Vehicle Tracking Control Fact Sheet). o Provide storage in accordance with Spill Protection, Control and Countermeasures (SPCC) requirements and plans and provide cover and impermeable perimeter control, as necessary, for hazardous materials and contaminated soils that must be stored on site. o Ensure that storage containers are regularly inspected for leaks, corrosion, support or foundation failure, or other signs of deterioration and tested for soundness. o Reuse and recycle construction materials when possible. • Designate Concrete Washout Areas. Concrete contractors should be encouraged to use the washout facilities at their own plants or dispatch facilities when feasible; however, concrete washout commonly occurs on construction sites. If it is necessary to provide for concrete washout areas on - site, designate specific washout areas and design facilities to handle anticipated washout water. Washout areas should also be provided for paint and stucco operations. Because washout areas can be a source of pollutants from leaks or spills, care must be taken with regard to their placement and proper use. See the Concrete Washout Area Fact Sheet for detailed guidance. Both self -constructed and prefabricated washout containers can fill up quickly when concrete, paint, and stucco work are occurring on large portions of the site. Be sure to check for evidence that contractors are using the washout areas and not dumping materials onto the ground or into drainage facilities. If the washout areas are not being used regularly, consider posting additional signage, relocating the facilities to more convenient locations, or providing training to workers and contractors. When concrete, paint, or stucco is part of the construction process, consider these practices which will help prevent contamination of stonnwater. Include the locations of these areas and the maintenance and inspection procedures in the SWMP. November 2010 Urban Drainage and Flood Control District GH-3 Urban Storm Drainage Criteria Manual Volume 3 MM -3 Good Housekeeping Practices (GH) o Do not washout concrete trucks or equipment into storm drains, streets, gutters, uncontained areas, or streams. Only use designated washout areas. o Establish washout areas and advertise their locations with signs. Ensure that signage remains in good repair. o Provide adequate containment for the amount of wash water that will be used. o Inspect washout structures daily to detect leaks or tears and to identify when materials need to be removed. a Dispose of materials properly. The preferred method is to allow the water to evaporate and to recycle the hardened concrete. Full service companies may provide dewatering services and should dispose of wastewater properly. Concrete wash water can be highly polluted. It should not be discharged to any surface water, storm sewer system, or allowed to infiltrate into the ground in the vicinity of waterbodies. Washwater should not be discharged to a sanitary sewer system without first receiving written permission from the system operator. ■ Establish Proper EquipmentNehicle Fueling and Maintenance Practices. Create a clearly designated on -site fueling and maintenance area that is clean and dry. The on -site fueling area should have a spill kit, and staff should know how to use it. If possible, conduct vehicle fueling and maintenance activities in a covered area. Consider the following practices to help prevent the discharge of pollutants to stonnwater from equipment/vehicle fueling and maintenance. Include the locations of designated fueling and maintenance areas and inspection and maintenance procedures in the SWMP. o Train employees and subcontractors in proper fueling procedures (stay with vehicles during fueling, proper use of pumps, emergency shutoff valves, etc.). o Inspect on -site vehicles and equipment regularly for leaks, equipment damage, and other service problems. o Clearly designate vehicle/equipment service areas away from drainage facilities and watercourses to prevent stonnwater run-on and runoff. o Use drip pans, drip cloths, or absorbent pads when replacing spent fluids. o Collect all spent fluids, store in appropriate labeled containers in the proper storage areas, and recycle fluids whenever possible. • Control EquipmentNehicle Washing and Allowable Non-Stormwater Discharges. Implement practices to prevent contamination of surface and groundwater £ram equipment and vehicle wash water. Representative practices include: o Educate employees and subcontractors on proper washing procedures. o Use off -site washing facilities, when available. o Clearly mark the washing areas and inform workers that all washing must occur in this area. o Contain wash water and treat it using BMPs. Infiltrate washwater when possible, but maintain separation from drainage paths and waterbodies. GH-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Good Housekeeping Practices (GH) MM -3 o Use high-pressure water spray at vehicle washing facilities without detergents. Water alone can remove most dirt adequately. o Do not conduct other activities, such as vehicle repairs, in the wash area. o Include the location of the washing facilities and the inspection and maintenance procedures in the SWMP. ▪ Develop a Spill Prevention and Response Plan. Spill prevention and response procedures must be identified in the SWMP. Representative procedures include identifying ways to reduce the chance of spills, stop the source of spills, contain and clean up spills, dispose of materials contaminated by spills, and train personnel responsible for spill prevention and response. The plan should also specify material handling procedures and storage requirements and ensure that clear and concise spill cleanup procedures are provided and posted for areas in which spills may potentially occur. When developing a spill prevention plan, include the following: o Note the locations of chemical storage areas, stone drains, tributary drainage areas, surface waterbodies on or near the site, and measures to stop spills from leaving the site. o Provide proper handling and safety procedures for each type of waste. Keep Material Safety Data Sheets (MSDSs) for chemical used on site with the SWMP. o Establish an education program for employees and subcontractors on the potential hazards to humans and the environment from spills and leaks. o Specify how to notify appropriate authorities, such as police and fire departments, hospitals, or municipal sewage treatment facilities to request assistance. Emergency procedures and contact numbers should be provided in the SWMP and posted at storage locations. o Describe the procedures, equipment and materials for immediate cleanup of spills and proper disposal. o Identify personnel responsible for implementing the plan in the event of a spill. Update the spill prevention plan and clean up materials as changes occur to the types of chemicals stored and used at the facility. November 2010 Urban Drainage and Flood Control District GH-5 Urban Storm Drainage Criteria Manual Volume 3 MM -3 Good Housekeeping Practices (GH) Spill Prevention, Control, and Countermeasure (SPCC) Plan Construction sites may be subject to 40 CFR Part 112 regulations that require the preparation and implementation of a SPCC Plan to prevent oil spills from aboveground and underground storage tanks. The facility is subject to thisrule if it is a non -transportation -related facility that: • Has a total storage capacity greater than 1,320 gallons or a completely buried storage capacity greater than 42,000 gallons. ■ Could reasonably be expected to discharge oil in quantities that may be harmful to navigable waters of the United States and adjoining shorelines. Furthermore, if the facility is subject to 40 CFR Part 112, the SWMP should reference the SPCC Plan. To find out more about SPCC Plans, see EPA's website on SPPC at www.epa.gov/oilspill/spcc.htm. Reporting Oil Spills In the event of an oil spill, contact the National Response Center toll free at 1-800-424- 8802 for assistance, or for more details, visit their website: www.nrc.usce.mil. Maintenance and Removal Effective implementation of good housekeeping practices is dependent on clear designation of personnel responsible for supervising and implementing good housekeeping programs, such as site cleanup and disposal of trash and debris, hazardous material management and disposal, vehicle and equipment maintenance, and other practices. Emergency response "drills" may aid in emergency preparedness. Checklists may be helpful in good housekeeping efforts. Staging and storage areas require permanent stabilization when the areas are no longer being used for construction -related activities. Construction -related materials, debris and waste must be removed from the construction site once construction is complete. Design Details See the following Fact Sheets for related Design Details: MM -1 Concrete Washout Area MM -2 Stockpile Management SM-4 Vehicle Tracking Control Design details are not necessary for other good housekeeping practices; however, be sure to designate where specific practices will occur on the appropriate construction drawings. GH-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Stockpile Management (SP) MM -2 Description Stockpile management includes measures to minimize erosion and sediment transport from soil stockpiles. Appropriate Uses Stockpile management should be used when soils or other erodible materials are stored at the construction site. Special attention should be given to stockpiles in close proximity to natural or manmade storm systems. Design and Installation Photograph SP -1. A topsoil stockpile that has been partially revegetated and is protected by silt fence perimeter control. Locate stockpiles away from all drainage system components including storm sewer inlets. Where practical, choose stockpile locations that that will remain undisturbed for the longest period of time as the phases of construction progress. Place sediment control BMPs around the perimeter of the stockpile, such as sediment control logs, rock socks, silt fence, straw bales and sand bags. See Detail SP -1 for guidance on proper establishment of perimeter controls around a stockpile. For stockpiles in active use, provide a stabilized designated access point on the upgradient side of the stockpile. Stabilize the stockpile surface with surface roughening, temporary seeding and mulching, erosion control blankets, or soil binders. Soils stockpiled for an extended period (typically for more than 60 days) should be seeded and mulched with a temporary grass cover once the stockpile is placed (typically within 14 days). Use of mulch only or a soil binder is acceptable if the stockpile will be in place for a more limited time period (typically 30-60 days). Timeframes for stabilization of stockpiles noted in this fact sheet are "typical" guidelines. Check permit requirements for specific federal, state, and/or local requirements that may be more prescriptive. Stockpiles should not be placed in streets or paved areas unless no other practical alternative exists. See the Stabilized Staging Area Fact Sheet for guidance when staging in roadways is unavoidable due to space or right-of-way constraints. For paved areas, rock socks must be used for perimeter control and all inlets with the potential to receive sediment from the stockpile (even from vehicle tracking) must be protected. Maintenance and Removal Inspect perimeter controls and inlet protection in accordance with their respective BMP Fact Sheets. Where seeding, mulch and/or soil binders are used, reseeding or reapplication of soil binder may be necessary. When temporary removal of a perimeter BMP is necessary to access a stockpile, ensure BMPs are reinstalled in accordance with their respective design detail section. Stockpile Management Functions Erosion Control Yes Sediment Control Yes Site/Material Management Yes November 2010 Urban Drainage and Flood Control District Urban Stonn Drainage Criteria Manual Volume 3 SP -1 MM -2 Stockpile Management (SM) When the stockpile is no longer needed, properly dispose of excess materials and revegetate or otherwise stabilize the ground surface where the stockpile was located. SP -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Stockpile Management (SP) MM -2 STOCKPILE PROTECTION PLAN MAXIMUM 2 ra SILT FENCE (SEE SF DETAIL FOR INSTALLATION REQUIREMENTS) SILT FENCE (SEE SF DETAIL FOR INSTALLATION REQUIREMENTS) L SECTION A SP -1. STOCKPILE PROTECTION STOCKPILE PROTECTION INSTALLATION N TES 1. SEE PLAN VIEW FOR: -LOCATION OF STOCKPILES. -TYPE OF STOCKPILE PROTECTION. 2. INSTALL PERIMETER CONTROLS IN ACCORDANCE WITH THEIR RESPECTIVE DESIGN DETAILS. SILT FENCE IS SHOWN IN THE STOCKPILE PROTECTION DETAILS; HOWEVER, OTHER TYPES OF PERIMETER CONTROLS INCLUDING SEDIMENT CONTROL LOGS OR ROCK SOCKS MAY BE SUITABLE IN SOME CIRCUMSTANCES. CONSIDERATIONS FOR DETERMINING THE APPROPRIATE TYPE OF PERIMETER CONTROL FOR A STOCKPILE INCLUDE WHETHER THE STOCKPILE IS LOCATED ON A PERVIOUS OR IMPERVIOUS SURFACE, THE RELATIVE HEIGHTS OF THE PERIMETER CONTROL AND STOCKPILE, THE ABILITY OF THE PERIMETER CONTROL TO CONTAIN THE STOCKPILE WITHOUT FAILING IN THE EVENT THAT MATERIAL FROM THE STOCKPILE SHIFTS OR SLUMPS AGAINST THE PERIMETER, AND OTHER FACTORS. 3 STABILIZE THE STOCKPILE SURFACE WITH SURFACE ROUGHENING, TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS, OR SOIL BINDERS. SOILS STOCKPILED FOR AN EXTENDED PERIOD (TYPICALLY FOR MORE THAN 60 DAYS) SHOULD BE SEEDED AND MULCHED WITH A TEMPORARY GRASS COVER ONCE THE STOCKPILE IS PLACED (TYPICALLY WITHIN 14 DAYS). USE OF MULCH ONLY OR A SOIL BINDER IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR A MORE LIMITED TIME PERIOD (TYPICALLY 30-60 DAYS). 4. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE, WHERE OTHER DOWNGRADIENT CONTROLS. INCLUDING PERIMETER CONTROL, ARE IN PLACE, STOCKPILE PERIMETER CONTROLS MAY NOT BE REQUIRED. November 2010 Urban Drainage and Flood Control District SP -3 Urban Storm Drainage Criteria Manual Volume 3 MM -2 Stockpile Management (SM) STOCKPILE PROTECTION MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION, MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE, INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION. AND PERFORM NECESSARY MAINTENANCE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. STOCKPILE PROTECTION MAINTENANCE NOTES 4_ IF PERIMETER PROTECTION MUST BE MOVED TO ACCESS SOIL STOCKPILE. REPLACE PERIMETER CONTROLS BY THE END OF THE WORKDAY. 5. STOCKPILE PERIMETER CONTROLS CAN BE REMOVED ONCE ALL THE MATERIAL FROM THE STOCKPILE HAS BEEN USED. (DETAILS ADAPTED FROM PARKER, COLORADO, NOT AVAILABLE IN AUITOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. SP -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Stockpile Management (SP) MM -2 ORANGE SAFETY CONE TARP ANCHOR ROAD CL ROADWAY POLY LINER N I i BERM / BERM \BERM y,•. -0 li-r� ► ' ' i'. \� POLY TARP ^r ►-- -. / 1 I 1 N D' -- BERM MATERIAL (TRIANGULAR SILT DIKE, SEDIMENT CONTROL LOG, ROCK SOCK. OR OTHER WRAPPED MATERIAL) POLY TARP 6' MAX. 6"MIN, 6' MAX.. MUST NOT ,,JJ BE LOCATED WITHIN -I A DRIVE LANE SOIL/LANDSCAPE MATERIAL 6" PVC PIPE FOR DRAINAGE IN FLOWLINE CURB LINE TARP ANCHOR (CINDER BLOCK, CR 5 GALLON BUCKET OF WATER) POLY LINER 6" PVC PIPE SP -2. MATERIALS STAGING IN ROADWAY MATERIALS STAGING IN ROADWAYS INSTALI ATION NOTES 1. SEE PLAN VIEW FOR - LOCATION OF MATERIAL STAGING AREA(S). - CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL FROM THE LOCAL JURISDICTION, 2. FEATURE MUST BE INSTALLED PRIOR TO EXCAVATION, EARTHWORK OR MATERIALS. 3. MATERIALS MUST BE STATIONED ON THE POLY LINER. ANY INCIDENTAL DEPOSITED ON PAVED SECTION OR ALONG CURB LINE MUST BE CLEANED 4. POLY LINER AND TARP COVER SHOULD BE OF SIGNIFICANT THICKNESS DAMAGE OR LOSS OF 3NTEGRITY. DELIVERY OF MATERIALS UP PROMPTLY. TO PREVENT 5. SAND BAGS MAY BE SUBSTITUTED TO ANCHOR THE COVER TARP OR PROVIDE BERMING UNDER THE BASE LINER. 6. FEATURE IS NOT INTENDED FOR USE WITH WET MATERIAL THAT WILL BE DRAINING AND/OR SPREADING OUT ON THE POLY LINER OR FOR DEMOLITION MATERIALS. 7. THIS FEATURE CAN BE USED FOR: - UTILITY REPAIRS. - WHEN OTHER STAGING LOCATIONS AND OPTIONS ARE LIMITED. - OTHER LIMITED APPLICATION AND SHORT DURATION STAGING. November 2010 Urban Drainage and Flood Control District SP -5 Urban Storm Drainage Criteria Manual Volume 3 MM -2 Stockpile Management (SM) MATERIALS STAGING IN ROADWAY MAINTENANCE NOTES I. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. INSPECT PVC PIPE ALONG CURB LINE FOR CLOGGING AND DEBRIS. REMOVE OBSTRUCTIONS PROMPTLY. 5. CLEAN MATERIAL FROM PAVED SURFACES BY SWEEPING OR VACUUMING. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DUALS ADAPTED FROM AURORA. COLORADO) SP -6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Concrete Washout Area (CWA) MM -1 Description Concrete waste management involves designating and properly managing a specific area of the construction site as a concrete washout area. A concrete washout area can be created using one of several approaches designed to receive wash water from washing of tools and concrete mixer chutes, liquid concrete waste from dump trucks, mobile batch mixers, or pump trucks. Three basic approaches are available: excavation of a pit in the ground, use of an above ground storage area, or use of prefabricated haul - away concrete washout containers. Surface discharges of concrete washout water from construction sites are prohibited. Appropriate Uses Photograph CWA-1. Example of concrete washout area. Note gravel tracking pad for access and sign. Concrete washout areas must be designated on all sites that will generate concrete wash water or liquid concrete waste from onsite concrete mixing or concrete delivery. Because pH is a pollutant of concern for washout activities, when unlined pits are used for concrete washout, the soil must have adequate buffering capacity to result in protection of state groundwater standards; otherwise, a liner/containment must be used. The following management practices are recommended to prevent an impact from unlined pits to groundwater: • The use of the washout site should be temporary (less than 1 year), and • The washout site should be not be located in an area where shallow groundwater may be present, such as near natural drainages, springs, or wetlands. Design and Installation Concrete washout activities must be conducted in a manner that does not contribute pollutants to surface waters or stormwater runoff. Concrete washout areas may be lined or unlined excavated pits in the ground, commercially manufactured prefabricated washout containers, or aboveground holding areas constructed of berms, sandbags or straw bales with a plastic liner. Although unlined washout areas may be used, lined pits may be required to protect groundwater under certain conditions. Do not locate an unlined washout area within 400 feet of any natural drainage pathway or waterbody or within 1,000 feet of any wells or drinking water sources. Even for lined concrete washouts, it is advisable to locate the facility away from waterbodies and drainage paths. If site constraints make these Concrete Washout Area Functions Erosion Control No Sediment Control No Site/Material Management Yes November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 CWA-1 MM -1 Concrete Washout Area (CWA) setbacks infeasible or if highly permeable soils exist in the area, then the pit must be installed with an impermeable liner (16 mil minimum thickness) or surface storage alternatives using prefabricated concrete washout devices or a lined aboveground storage area should be used. Design details with notes are provided in Detail CWA-1 for pits and CWA-2 for aboveground storage areas. Pre -fabricated concrete washout container information can be obtained from vendors. Maintenance and Removal A key consideration for concrete washout areas is to ensure that adequate signage is in place identifying the location of the washout area. Part of inspecting and maintaining washout areas is ensuring that adequate signage is provided and in good repair and that the washout area is being used, as opposed to washout in non -designated areas of the site. Remove concrete waste in the washout area, as needed to maintain BMP function (typically when filled to about two-thirds of its capacity). Collect concrete waste and deliver offsite to a designated disposal location. Upon termination of use of the washout site, accumulated solid waste, including concrete waste and any contaminated soils, must be removed from the site to prevent on -site disposal of solid waste. If the wash water is allowed to evaporate and the concrete hardens, it may be recycled. Photograph CWA-2. Prefabricated concrete washout. Photo Photograph CWA-3. Earthen concrete washout. Photo courtesy of CDOT. courtesy of CDOT. CWA-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Concrete Washout Area (CWA) MM -1 25 MIN, 12" TYP. 7 1 >4 UNDISTURBED OR COMPACTED SOIL 8 X 3:1 MIN. 3:1 CONCRETE WASHOUT SIGN r _ CONCRETE WASHOUT AREA PLAN COMPACTED BERM AROUND THE PERIMETER 3' MIN. 8 X 8 MIN. SECTION A VEHICLE TRACKING CONTROL (SEE VTC DETAIL) OR OTHER STABLE SURFACE 2% SLOPE >3 VEHICLE TRACKING CONTROL (SEE VTC DETAIL ) CWA-1. CONCRETE WASHOUT AREA CWA INSTALLATION NOTES 1. SEE PLAN VIEW FOR: -CWA INSTALLATION LOCATION. 2. DC NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR WATERBODY. DO NOT LOCATE WITHIN 1 ,OCO' OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4, CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY B' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER THE PIT SHALL BE AT LEAST 3' DEEP. 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT CF 1'. 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2 TOWARDS THE CWA. 7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 8. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. November 2010 Urban Drainage and Flood Control District CWA-3 Urban Storm Drainage Criteria Manual Volume 3 MM -1 Concrete Washout Area (CWA) CWA MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION, MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE, 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL SE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE €N A WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY. 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL ADAPTED PROM DOUGLAS COUNTY. COLORADO AND THE CITY OF PARKER, COLORADO, NOT AVAILABLE W AUTOCAD). NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED- CWA-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 --------------- f"T Check Dams (CD) EC -12 Description Check darns are temporary grade control structures placed in drainage channels to limit the erosivity of stormwater by reducing flow velocity. Check dams are typically constructed from rock, gravel bags, sand bags, or sometimes, proprietary devices. Reinforced check darns are typically constructed from rock and wire gabion. Although the primary function of check dawns is to reduce the velocity of concentrated flows, a secondary benefit is sediment trapping upstream of the structure. Appropriate Uses • Photograph CD -1. Rock check dams in a roadside ditch. Photo courtesy of WWE. Use as a grade control for temporary drainage ditches or swales until final soil stabilization measures are established upstream and downstream. Check dams can be used on mild or moderately steep slopes. Check dams may be used under the following conditions: • As temporary grade control facilities along waterways until final stabilization is established. • Along permanent swales that need protection prior to installation of a non -erodible lining. • Along temporary channels, ditches or swales that need protection where construction of a non - erodible lining is not practicable. • Reinforced check dams should be used in areas subject to high flow velocities. Design and Installation Place check dams at regularly spaced intervals along the drainage swale or ditch. Check darns heights should allow for pools to develop upstream of each check dam, extending to the downstream toe of the check darn immediately upstream. When rock is used for the check dam, place rock mechanically or by hand. Do not dump rocks into the drainage channel. Where multiple check dams are used, the top of the lower darn should be at the same elevation as the toe of the upper dam. When reinforced check darns are used, install erosion control fabric under and around the check darn to prevent erosion on the upstream and downstream sides. Each section of the darn should be keyed in to reduce the potential for washout or undermining. A rock apron upstream and downstream of the dam may be necessary to further control erosion. Check Dams Functions Erosion Control Yes Sediment Control Moderate Site/Material Management No November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 CD -1 EC -12 Check Dams (CD) Design details with notes are provided for the following types of check darns: • Rock Check Darns (CD -1) • Reinforced Check Dams (CD -2) Sediment control logs may also be used as check dams; however, silt fence is not appropriate for use as a check dam. Many jurisdictions also prohibit or discourage use of straw bales for this purpose. Maintenance and Removal Replace missing rocks causing voids in the check darn. If gravel bags or sandbags are used, replace or repair torn or displaced bags. Remove accumulated sediment, as needed to maintain BMP effectiveness, typically before the sediment depth upstream of the check darn is within '/z of the crest height. Remove accumulated sediment prior to mulching, seeding, or chemical soil stabilization. Removed sediment can be incorporated into the earthwork with approval from the Project Engineer, or disposed of at an alternate location in accordance with the standard specifications. Check dams constructed in permanent swales should be removed when perennial grasses have become established, or immediately prior to installation of a non -erodible lining. All of the rock and accumulated sediment should be removed, and the area seeded and mulched, or otherwise stabilized. CD -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Check Dams (CD) EC -12 COMPACTED BACKFI LL, (TYP.) CHANNEL GRADE UPSTREAM AND DOWNSTREAM CHECK DAM ELEVATION VIEW D5O = 12" RIPRAP, TYPE M OR TYPE L D50= 9" (SEE TABLE MD -7, MAJOR DRAINAGE, VOL. 1 FOR GRADATION) FLOW 1' MIN. - SECTION A s. TA4,tr- •Itr 050 = 12" RIPRAP, TYPE M OR TYRE L 050=9" (SEE TABLE MD -7, MAJOR DRAINAGE, VOL. 1 FOR GRADATION) SECTION B TOP OF CHECK DAM CHANNEL r GRADE EXCAVATION TO NEAT LINE, AVOID OVER -EXCAVATION, (TYP•) CHANNEL GRADE EXCAVATION TO NEAT LINE, AVOID OVER -EXCAVATION (TYP.) SPACING BETWEEN CHECK DAMS SUCH THAT A AND B ARE EQUAL ELEVATION /- CHANNEL GRADE ~ PROFILE CD— I. CHECK DAM November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 CD -3 EC -12 Check Dams (CD) CHECK DAM INSTALLATION NOTES 1. SEE PLAN VIEW FOR: - LOCATION OF CHECK DAMS. - CHECK DAM TYPE (CHECK DAM OR REINFORCED CHECK DAM). - LENGTH (L), CREST LENGTH (CL), AND DEPTH (D). 2. CHECK DAMS INDICATED ON INITIAL SWMP SHALL BE INSTALLED AFTER CONSTRUCTION FENCE, BUT PRIOR TO ANY UPSTREAM LAND DISTURBING ACTIVITIES. 3. RIPRAP UTILIZED FOR CHECK DAMS SHOULD BE OF APPROPRIATE SIZE FOR THE APPLICATION. TYPICAL TYPES OF RIPRAP USED FOR CHECK DAMS ARE TYPE M (D50 12") OR TYPE L (DSO 9"). 4. RIPRAP PAD SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 1'. 5. THE ENDS OF THE CHECK DAM SHALL BE A MINIMUM OF 1 6" HIGHER THAN THE CENTER OF THE CHECK DAM. CHECK DAM MAINTENANCF NOTES. 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION, MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREOUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE, 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CHECK DAMS SHALL BE REMOVED WHEN THE SEDIMENT DEPTH IS WITHIN Yz OF THE HEIGHT OF THE CREST. 5. CHECK DAMS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. 6. WHEN CHECK DAMS ARE REMOVED, EXCAVATIONS SHALL BE FILLED WITH SUITABLE COMPACTED BACKFILL. DISTURBED AREA SHALL BE SEEDED AND MULCHED AND COVERED WITH GEOTEXTILE OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DUALS AOAKED FROM DOUGLAS COUNTY, COLORADO. MN AVAILABLE IN AUTOCAO) NOTE- MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CD -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 ,c t Check Dams (CD) EC -12 �X ALTERNATIVE TO STEPS ON BANKS ABOVE CREST: DEFORM GABIONS AS NECESSARY TO ALIGN TOP OF GABIONS WITH GROUND SURFACE: AVOID GAPS BETWEEN GABIONS LENGTH. L MAX. STEP HEIGHT 1'6" 1 <4 COMPACTED BACKFILL CREST LENGTH, CL 6' TYP D {1'6" MIN) HOG RINGS (TYP) MIN. BURY - DEPTH 1'6" ROCK FILLED CABION SECURED TO ADJACENT GABION REINFORCED CHECK DAM ELEVATION VIEW COMPACTED BACKFILL -- ' 3' D50=6" RIPRAP ENCLOSED IN GABION 1'6" 6- MIN. L CHANNEL GRADE GEOTEXTILE BLANKET SECTION A REINFORCED CHECK DAM INSTALLATION NOTES I. SEE PLAN VIEW FOR: -LOCATIONS OF CHECK DAMS. - CHECK DAM TYPE (CHECK DAM OR REINFORCED CHECK DAM). - LENGTH (L), CREST LENGTH (CL), AND DEPTH (D). 2. CHECK DAMS INDICATED ON THE SWMP SHALL BE INSTALLED PRIOR TO AN UPSTREAM LAND -DISTURBING ACTIVITIES. 3. REINFORCED CHECK DAMS, GABIONS SHALL HAVE GALVANIZED TWISTED WIRE NETTING WITH A MAXIMUM OPENING DIMENSION OF 4X" AND A MINIMUM WIRE THICKNESS OF 0.10". WIRE "HOG RINGS" AT 4- SPACING OR OTHER APPROVED MEANS SHALL BE USED AT ALL GABON SEAMS AND TO SECURE THE GABION TO THE ADJACENT SECTION. 4. THE CHECK DAM SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 1' 6". 5. GEOTE)CTILE BLANKET SHALL BE PLACED IN THE REINFORCED CHECK DAM TRENCH EXTENDING A MINIMUM OF 1' 6" ON BOTH THE UPSTREAM AND DOWNSTREAM SIDES OF THE REINFORCED CHECK DAM. CD -2. REINFORCED CHECK DAM November 2010 Urban Drainage and Flood Control District CD -5 Urban Storm Drainage Criteria Manual Volume 3 EC -12 Check Dams (CD) REINFORCED CHECK DAM MAINTENANCE NOTES 1. INSPECT 8MPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION, MAINTENANCE CF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF REINFORCED CHECK DAMS SHALL BE REMOVED AS NEEDED TO MAINTAIN THE EFFECTIVENESS OF BMP, TYPICALLY WHEN THE UPSTREAM SEDIMENT DEPTH IS WITHIN Y THE HEIGHT OF THE CREST. 5. REPAIR OR REPLACE REINFORCED CHECK DAMS WHEN THERE ARE SIGNS OF DAMAGE 50CH AS HOLES IN THE GABION OR UNDERCUTTING. 6. REINFORCED CHECK DAMS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. 7. WHEN REINFORCED CHECK DAMS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED, AND COVERED WITH A GEOTExTILE BLANKET, OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (DETwL ADAPTED FROM DOUGLAS COUNTY, COLORAOO AND CRY OF AURORA, COLORADO, NOT AVAILABLE IN ADTOCAD) NOTE MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS, CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. CD -6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rolled Erosion Control Products (RECP) EC -6 Description Rolled Erosion Control Products (RECPs) include a variety of temporary or permanently installed manufactured products designed to control erosion and enhance vegetation establishment and survivability, particularly on slopes and in channels. For applications where natural vegetation alone will provide sufficient permanent erosion protection, temporary products such as netting, open weave textiles and a variety of erosion control blankets (ECBs) made of biodegradable natural materials (e.g., straw, coconut fiber) can be used. erosion and providing favorable conditions for revegetation. For applications where natural vegetation alone will not be sustainable under expected flow conditions, permanent rolled erosion control products such as turf reinforcement mats (TRMs) can be used. In particular, turf reinforcement mats are designed for discharges that exert velocities and sheer stresses that exceed the typical limits of mature natural vegetation. Appropriate Uses Photograph RECP-1. Erosion control blanket protecting the slope from RECPs can be used to control erosion in conjunction with revegetation efforts, providing seedbed protection from wind and water erosion. These products are often used on disturbed areas on steep slopes, in areas with highly erosive soils, or as part of drainageway stabilization. In order to select the appropriate RECP for site conditions, it is important to have a general understanding of the general types of these products, their expected longevity, and general characteristics. The Erosion Control Technology Council (ECTC 2005) characterizes rolled erosion control products according to these categories: • Mulch control netting: A planar woven natural fiber or extruded geosynthetic mesh used as a temporary degradable rolled erosion control product to anchor loose fiber mulches. • Open weave textile: A temporary degradable rolled erosion control product composed of processed natural or polymer yarns woven into a matrix, used to provide erosion control and facilitate vegetation establishment. • Erosion control blanket (ECB): A temporary degradable rolled erosion control product composed of processed natural or polymer fibers which are mechanically, structurally or chemically bound together to form a continuous matrix to provide erosion control and facilitate vegetation establishment. ECBs can be further differentiated into rapidly degrading single -net and double -net types or slowly degrading types. Rolled Erosion Control Products Functions Erosion Control Yes Sediment Control No Site/Material Management No November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 RECP-1 EC -6 Rolled Erosion Control Products (RECP) • Turf Reinforcement Mat (TRM): A rolled erosion control product composed of non -degradable synthetic fibers, filaments, nets, wire mesh, and/or other elements, processed into a permanent, three- dimensional matrix of sufficient thickness. TRMs, which may be supplemented with degradable components, are designed to impart immediate erosion protection, enhance vegetation establishment and provide long-term functionality by permanently reinforcing vegetation during and after maturation. Note: TRMs are typically used in hydraulic applications, such as high flow ditches and channels, steep slopes, stream banks, and shorelines, where erosive forces may exceed the limits of natural, unreinforced vegetation or in areas where limited vegetation establishment is anticipated. Tables RECP-1 and RECP-2 provide guidelines for selecting rolled erosion control products appropriate to site conditions and desired longevity. Table RECP-1 is for conditions where natural vegetation alone will provide permanent erosion control, whereas Table RECP-2 is for conditions where vegetation alone will not be adequately stable to provide long-term erosion protection due to flow or other conditions. RECP-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rolled Erosion Control Products (RECP) EC -6 Table RECP-1. ECTC Standard Specification for Temporary Rolled Erosion Control Products (Adapted from Erosion Control Technology Council 2005) Product Description Slope Applications* Channel Applications* Minimum Tensile 1 Strength Expected Longevity Maximum Gradient C Factorz s Max. Shear Stress34.6 Mulch Control Nets 5:1 (H:V) <0.10 @ 0.25 lbs/ft2 — 5:1 (12 Pa) 5 lbs/ft (0.473 kN/rn) Up to 12 months E Netless Rolled Erosion Control Blankets 4:1 (H:V) <0.10 @ 4:1 0.5 lbs/ft2 (24 Pa) 5 lbs/ft (0.073 kN/m) Single net Erosion Control Blankets & Open Weave Textiles 3:1 (H:V) <0.15 @ — 3:1 1.5 lbs/ft2 (72 Pa) 50 lbs/ft (0.73 kN/m) Double -net Erosion Control Blankets 2:1 (H:V) <0.20 @ — 2:1 1.75 lbs/ft2 (84 Pa) 75 lbs/ft (1.09 kN/m) Mulch Control Nets 5:1 (H:V) <0.10 @ — 5:1 0.25 ]bs/ft2 (12 Pa) 25 lbs/ft (036 kNhn) 24 months Erosion Control Blankets & Open Weave Textiles (slowly degrading) 1.5:1 (H:V) <0.25 @ _ 1.5:1 2.00 lbs/ft2 100 lbs/ft (96 Pa) (1.45 kN/m} 24 months Erosion Control Blankets & Open Weave Textiles L1 (H:V) <0.25 @ 2.25 lbs/ft2 125 lbs/ft 1:1 (108 Pa) (1.82 kN/m) 36 months * C Factor and shear stress for mulch control nettings must be obtained with netting used in conjunction with pre -applied mulch material. (See Section 5.3 of Chapter 7 Construction BMPs for more information on the C Factor.) Minimum Average Roll Values, Machine direction using ECTC Mod. ASTM D 5035. 2 C Factor calculated as ratio of soil loss from RECP protected slope (tested at specified or greater gradient, H:V) to ratio of soil loss from unprotected (control) plot in large-scale testing. 3 Required minimum shear stress RECP (unvegetated) can sustain without physical damage or excess erosion (> 12.7 mm (0.5 in) soil loss) during a 30 -minute flow event in large-scale testing. 4 The permissible shear stress levels established for each performance category are based on historical experience with products characterized by Manning's roughness coefficients in the range of 0.01 - 0.05. 5 Acceptable large-scale test methods may include ASTM D 6459, or other independent testing deemed acceptable by the engineer. 6 Per the engineer's discretion. Recommended acceptable large-scale testing protocol may include ASTM D 6460, or other independent testing deemed acceptable by the engineer. November 2010 Urban Drainage and Flood Control District RECP-3 Urban Storm Drainage Criteria Manual Volume 3 EC -6 Rolled Erosion Control Products (RECP) Table RECP-2. ECTC Standard Specification for Permanent' Rolled Erosion Control Products (Adapted from: Erosion Control Technology Council 2005) Product Type Slope Applications Channel Applications TRMs with a minimum thickness of 0.25 inches (6.35 mm) per ASTM D 6525 and UV stability of 80% per ASTM D 4355 (500 hours exposure). Maximum Gradient Maximum Shear Stressa,5 Minimum Tensile Strength -'3 0.5:1 (H:V) 6.0 lbs/ft2 (288 Pa) 125 lbs/ft (1.82 kN/m) 0.5:1 (H:V) 8.0 lbs/ft2 (384 Pa) 150 lbs/ft (2.19 kN/m) 0.5:1 (H:V) 10.0 lbs/ft2 (480 Pa) 175 lbs/ft (2.55 kN/m) ' For TRMs containing degradable components, all property values must be obtained on the non- degradable portion of the matting alone. 2 Minimum Average Roll Values, machine direction only for tensile strength detennination using ASTM D 6818 (Supersedes Mod. ASTM D 5035 for RECPs) 'Field conditions with high loading and/or high survivability requirements may warrant the use of a TRM with a tensile strength of 44 kN/m (3,000 lb/ft) or greater. 4 Required minimum shear stress TRM (fully vegetated) can sustain without physical damage or excess erosion (> 12.7 mm (0.5 in.) soil loss) during a 30 -minute flow event in large scale testing. 5 Acceptable large-scale testing protocols may include ASTM D 6460, or other independent testing deemed acceptable by the engineer. Design and Installation RECPs should be installed according to manufacturer's specifications and guidelines. Regardless of the type of product used, it is important to ensure no gaps or voids exist under the material and that all corners of the material are secured using stakes and trenching. Continuous contact between the product and the soil is necessary to avoid failure. Never use metal stakes to secure temporary erosion control products. Often wooden stakes are used to anchor RECPs; however, wood stakes may present installation and maintenance challenges and generally take a long time to biodegrade. Some local jurisdictions have had favorable experiences using biodegradable stakes. This BMP Fact Sheet provides design details for several commonly used ECB applications, including: ECB-1 Pipe Outlet to Drainageway ECB-2 Small Ditch or Drainageway ECB-3 Outside of Drainageway RECP-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rolled Erosion Control Products (RECP) EC -6 Staking patterns are also provided in the design details according to these factors: • ECB type ■ Slope or channel type For other types of RECPs including TRMs, these design details are intended to serve as general guidelines for design and installation; however, engineers should adhere to manufacturer's installation recommendati ons. Maintenance and Removal Inspection of erosion control blankets and other RECPs includes: • Check for general signs of erosion, including voids beneath the mat. If voids are apparent, fill the void with suitable soil and replace the erosion control blanket, following the appropriate staking pattern. ■ Check for damaged or loose stakes and secure loose portions of the blanket. Erosion control blankets and other RECPs that are biodegradable typically do not need to be removed after construction. If they must be removed, then an alternate soil stabilization method should be installed promptly following removal. Turf reinforcement mats, although generally resistant to biodegradation, are typically left in place as a dense vegetated cover grows in through the mat matrix. The turf reinforcement mat provides long-tenn stability and helps the established vegetation resist erosive forces. November 2010 Urban Drainage and Flood Control District RECP-5 Urban Storm Drainage Criteria Manual Volume 3 EC -6 Rolled Erosion Control Products (RECP) UNDISTURBED SOIL JOINT ANCHOR TRENCH, TYP. PERIMETER ANCHOR TRENCH, TYP. TYPE OF ECB AS INDICATED IN PLAN VIEW. INSTALL IN ALL DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTH D ABOVE CHANNEL INVERT. ECB SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION (I.E. LONG DIMENSIONS OF BLANKET PARALLEL TO FLOWLINES) STAKING PATTERN SHALL MATCH ECB AND/OR CHANNEL TYPE. TOP OF CHANNEL BANK ECB-1. PIPE OUTLET TO DRAINAGEWAY JOINT ANCHOR TRENCH, TYP. 6„ TOPSOIL TYPE OF ECB, INDICATED IN PLAN VIEW ECB SHALL EXTEND TO THE TOP OF THE CHANNEL ...\_ PERIMETER ANCHOR TRENCH, TYP, COMPACTED SUBGRADE STAKING PATTERN PER MANUFACTURER SPEC. OR PATTERN BASED ON ECB AND/OR CHANNEL TYPE (SEE STAKING PATTERN DETAIL) ECB-2. SMALL DITCH OR DRAINAGEWAY CC� ANCHOR DETAILS GEOTEx TILE FABRIC OR MAT, TYP, HI-- 3" MIN, TYP. 8'MIN, TYP. --` SINGLE EDGE STAKE, TYP. COMPACTED BACKFILL, TYP. PERIMETER ANCHOR TRENCH TNO EDGES OF TWO ADJACENT ROLLS JOINT ANCHOR TRENCH LOOP FROM MIDDLE OF ROLL INTERMEDIATE ANCHOR TRENCH FLOW --- 1--- 6" OVERLAPPING JOINT ---I 12" MIN. WOOD STAKE I-- 3" MIN. DETAIL RECP-6 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 November 2010 Rolled Erosion Control Products (RECP) EC -6 STAGGER OVERLAPS DIVERSION DITCH TYPICALLY AT TOP OF SLOPE PERIMETER ANCHOR TRENCH ECB--3, OUTSIDE OF DRAINAGEWAY OVERLAPPING JOINT STAKING PATTERN PER MANUFACTURER SPEC. OR PATTERN BASED ON ECB AND/OR SLOPE TYPE (SEE STAKING PATTERN DETAIL) ROLL PERIMETER I WIDTH I ANCHOR r w, TYP. TRENCH OR Y II JOINT, TYP. 6' 4:1-3:1 SLOPES 3' O H T S TRAW Y2 W STRAW -COCONUT COCONUT OR STAKING PATTERNS BY ECB TYPE LOW FLOW CHANNEL 3.1-2:1 SLOPES Yx W 4' w 2' X W I T2. EXCELSIOR 0 -. - Y4 w 0 0 0 O 2:1 AND STEEPER SLOPES 4' OOO — w eoo0 � 2' HIGH FLOW CHANNEL STAKING PATTERNS BY SLOPE OR CHANNEL TYPE November 2010 Urban Drainage and Flood Control District RECP-7 Urban Storm Drainage Criteria Manual Volume 3 EC -6 Rolled Erosion Control Products (RECP) FROSION CONTROL BLANKET INSTALLATION NOTES 1. SEE PLAN VIEW FOR: - LOCATION OF ECB. -TYPE OF ECB (STRAW. STRAW -COCONUT. COCONUT, OR EXCELSIOR). - AREA, A. IN SQUARE YARDS OF EACH TYPE OF ECB. 2. 100% NATURAL AND BIODEGRADABLE MATERIALS ARE PREFERRED FOR RECPs, ALTHOUGH SOME JURISDICTIONS MAY ALLOW OTHER MATERIALS IN SOME APPLICATIONS. 3. IN AREAS WHERE ECBs ARE SHOWN ON THE PLANS, THE PERMITTEE SHALL PLACE TOPSOIL AND PERFORM FINAL GRADING, SURFACE PREPARATION. AND SEEDING AND MULCHING. SUBGRADE SHALL BE SMOOTH AND MOIST PRIOR TO ECB INSTALLATION AND THE ECB SHALL BE IN FULL CONTACT WITH SUBGRADE. NO GAPS OR VOIDS SHALL EXIST UNDER THE BLANKET. 4. PERIMETER ANCHOR TRENCH SHALL BE USED ALONG THE OUTSIDE PERIMETER OF ALL BLANKET AREAS. 5. JOINT ANCHOR TRENCH SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER (LONGITUDINALLY AND TRANSVERSELY) FOR ALL ECBs EXCEPT STRAW WHICH MAY USE AN OVERLAPPING JOINT. b. INTERMEDIATE ANCHOR TRENCH SHALL BE USED AT SPACING OF ONE—HALF ROLL LENGTH FOR COCONUT AND EXCELSIOR ECBs. 7. OVERLAPPING JOINT DETAIL SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER FOR ECBs ON SLOPES. B. MATERIAL SPECIFICATIONS OF ECBs SHALL CONFORM TO TABLE ECB-1. 9. ANY AREAS OF SEEDING AND MULCHING DISTURBED IN THE PROCESS OF INSTALLING ECBS SHALL BE RESEEDED AND MULCHED. 10. DETAILS ON DESIGN PLANS FOR MAJOR DRAINAGEWAY STABILIZATION WILL GOVERN IF DIFFERENT FROM THOSE SHOWN HERE. TABLE ECB-1. ECB MATERIAL SPECIFICATIONS TYPE COCONUT CONTENT STRAW CONTENT EXCELSIOR CONTENT RECOMMENDED NETTING" STRAW — 100% — DOUBLE/ NATURAL STRAW— COCONUT 30% MIN 70% MAX — DOUBLE/ NATURAL COCONUT 100% — — DOUBLE/ NATURAL EXCELSIOR — — 100% DOUBLE/ NATURAL •STRAW ECBs MAY ONLY BE USED OUTSIDE OF STREMIS AND DRAINAGE CHANNEL. ..ALTERNATE NETTING MAY BE ACCEPTABLE IN SOME JURISDICTIONS RECP-8 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rolled Erosion Control Products (RECP) EC -6 EROSION CONTROL BLANKET MAINTENANCE NOTES 3. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY, 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ECBs SHALL BE LEFT IN PLACE TO EVENTUALLY BIODEGRADE, UNLESS REQUESTED TO BE REMOVED BY THE LOCAL JURISDICTION. 5- ANY ECB PULLED OUT, TORN, OR OTHERWISE DAMAGED SHALL EE REPAIRED CR REINSTALLED. ANY SUBGRADE AREAS BELOW THE GEDTEXTILE THAT HAVE ERODED TO CREATED A VOID UNDER THE BLANKET, OR THAT REMAIN DEVOID OF CRASS SHALL BE REPAIRED, RESEEDED AND MULCHED AND THE ECB REINSTALLED. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS, CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. (DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORA00 AND TOWN OF PARKER COLORADO. NOS AVAILABLE IN AUTOCAD) November 2010 Urban Drainage and Flood Control District RECP-9 Urban Storm Drainage Criteria Manual Volume 3 Mulching (MU) EC -4 Description Mulching consists of evenly applying straw, hay, shredded wood mulch, rock, bark or compost to disturbed soils and securing the mulch by crimping, tackifiers, netting or other measures. Mulching helps reduce erosion by protecting bare soil from rainfall impact, increasing infiltration, and reducing runoff. Although often applied in conjunction with temporary or permanent seeding, it can also be used for temporary stabilization of areas that cannot be reseeded due to seasonal constraints. Mulch can be applied either using standard mechanical dry application methods or using hydromulching equipment that hydraulically applies a slurry of water, wood fiber mulch, and often a tackifier. Appropriate Uses L .x s a S r.. i *. • Photograph MU -I. An area that was recently seeded, mu€ched, and crimped. Use mulch in conjunction with seeding to help protect the seedbed and stabilize the soil. Mulch can also be used as a temporary cover on low to mild slopes to help temporarily stabilize disturbed areas where growing season constraints prevent effective reseeding. Disturbed areas should be properly mulched and tacked, or seeded, mulched and tacked promptly after final grade is reached (typically within no longer than 14 days) on portions of the site not otherwise permanently stabilized. Standard dry mulching is encouraged in most jurisdictions; however, hydromulching may not be allowed in certain jurisdictions or may not be allowed near waterways. Do not apply mulch during windy conditions. Design and Installation Prior to mulching, surface -roughen areas by rolling with a crimping or punching type roller or by track walking. Track walking should only be used where other methods are impractical because track walking with heavy equipment typically compacts the soil. A variety of mulches can be used effectively at construction sites. Consider the following: Mulch Functions Erosion Control Yes Sediment Control Moderate Site/Material Management No June 2012 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 MU -1 EC -4 Mulching (MU) • Clean, weed -free and seed -free cereal grain straw should be applied evenly at a rate of 2 tons per acre and must be tacked or fastened by a method suitable for the condition of the site. Straw mulch must be anchored (and not merely placed) on the surface. This can be accomplished mechanically by crimping or with the aid of tackifiers or nets. Anchoring with a crimping implement is preferred, and is the recommended method for areas flatter than 3:1. Mechanical crimpers must be capable of tucking the long mulch fibers into the soil to a depth of 3 inches without cutting them. An agricultural disk, while not an ideal substitute, may work if the disk blades are dull or blunted and set vertically; however, the frame may have to be weighted to afford proper soil penetration. • Grass hay may be used in place of straw; however, because hay is comprised of the entire plant including seed, mulching with hay may seed the site with non-native grass species which might in turn out -compete the native seed. Alternatively, native species of grass hay may be purchased, but can be difficult to find and are more expensive than straw. Purchasing and utilizing a certified weed -free straw is an easier and less costly mulching method. When using grass hay, follow the same guidelines as for straw (provided above). • On small areas sheltered from the wind and heavy runoff, spraying a tackifier on the mulch is satisfactory for holding it in place. For steep slopes and special situations where greater control is needed, erosion control blankets anchored with stakes should be used instead of mulch. • Hydraulic mulching consists of wood cellulose fibers mixed with water and a tackifying agent and should be applied at a rate of no less than I,500 pounds per acre (1,425 lbs of fibers mixed with at least 75 lbs of tackifier) with a hydraulic mulcher. For steeper slopes, up to 2000 pounds per acre may be required for effective hydroseeding. Hydromulch typically requires up to 24 hours to dry; therefore, it should not be applied immediately prior to inclement weather. Application to roads, waterways and existing vegetation should be avoided. • Erosion control mats, blankets, or nets are recommended to help stabilize steep slopes (generally 3:1 and steeper) and waterways. Depending on the product, these may be used alone or in conjunction with grass or straw mulch. Normally, use of these products will be restricted to relatively small areas. Biodegradable mats made of straw and jute, straw -coconut, coconut fiber, or excelsior can be used instead of mulch. (See the ECM/TRM BMP for more information_) • Some tackifiers or binders may be used to anchor mulch. Check with the local jurisdiction for allowed tackifiers. Manufacturer's recommendations should be followed at all times. (See the Soil Binder BMP for more information on general types of tackifiers.) • Rock can also be used as mulch. It provides protection of exposed soils to wind and water erosion and allows infiltration of precipitation. An aggregate base course can be spread on disturbed areas for temporary or permanent stabilization. The rock mulch layer should be thick enough to provide full coverage of exposed soil on the area it is applied. Maintenance and Removal After mulching, the bare ground surface should not be more than 10 percent exposed. Reapply mulch, as needed, to cover bare areas. MU -2 Urban Drainage and Flood Control District June 2012 Urban Storm Drainage Criteria Manual Volume 3 Temporary and Permanent Seeding (TS/PS) EC -2 Description Temporary seeding can be used to stabilize disturbed areas that will be inactive for an extended period. Permanent seeding should be used to stabilize areas at final grade that will not be otherwise stabilized. Effective seeding includes preparation of a seedbed, selection of an appropriate seed mixture, proper planting techniques, and protection of the seeded area with mulch, geotextiles, or other appropriate measures. Appropriate Uses When the soil surface is disturbed and will remain inactive for an extended period (typically 30 days or longer), proactive stabilization measures should be implemented. If the inactive period is short-lived (on the order of two weeks), techniques such as surface roughening may be appropriate. For longer periods of inactivity, temporary seeding and mulching can provide effective erosion control. Permanent seeding should be used on finished areas that have not been otherwise stabilized. Photograph TS/PS -1. Equipment used to drill seed. Photo courtesy of Douglas County. Typically, local governments have their own seed mixes and timelines for seeding. Check jurisdictional requirements for seeding and temporary stabilization. Design and Installation Effective seeding requires proper seedbed preparation, selection of an appropriate seed mixture, use of appropriate seeding equipment to ensure proper coverage and density, and protection with mulch or fabric until plants are established. The USDCM Volume 2 Revegetation Chapter contains detailed seed mix, soil preparations, and seeding and mulching recommendations that may be referenced to supplement this Fact Sheet. Drill seeding is the preferred seeding method. Hydroseeding is not recommended except in areas where steep slopes prevent use of drill seeding equipment, and even in these instances it is preferable to hand seed and mulch. Some jurisdictions do not allow hydroseeding or hydrornulching. Seedbed Preparation Prior to seeding, ensure that areas to be revegetated have soil conditions capable of supporting vegetation. Overlot grading can result in loss of topsoil, resulting in poor quality subsoils at the ground surface that have low nutrient value, little organic matter content, few soil microorganisms, rooting restrictions, and conditions less conducive to infiltration of precipitation. As a result, it is typically necessary to provide stockpiled topsoil, compost, or other Temporary and Permanent Seeding Functions Erosion Control Yes Sediment Control No Site/Material Management No June 2012 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 TS/PS-1 EC -2 Temporary and Permanent Seeding (TS/PS) soil amendments and rototill them into the soil to a depth of 6 inches or more. Topsoil should be salvaged during grading operations for use and spread on areas to be revegetated later. Topsoil should be viewed as an important resource to be utilized for vegetation establishment, due to its water -holding capacity, structure, texture, organic matter content, biological activity, and nutrient content. The rooting depth of most native grasses in the semi -arid Denver metropolitan area is 6 to 18 inches. At a minimum, the upper 6 inches of topsoil should be stripped, stockpiled, and ultimately respread across areas that will be revegetated. Where topsoil is not available, subsoils should be amended to provide an appropriate plant -growth medium. Organic matter, such as well digested compost, can be added to improve soil characteristics conducive to plant growth. Other treatments can be used to adjust soil pH conditions when needed. Soil testing, which is typically inexpensive, should be completed to determine and optimize the types and amounts of amendments that are required. If the disturbed ground surface is compacted, rip or rototill the surface prior to placing topsoil. If adding compost to the existing soil surface, rototilling is necessary. Surface roughening will assist in placement of a stable topsoil layer on steeper slopes, and allow infiltration and root penetration to greater depth. Prior to seeding, the soil surface should be rough and the seedbed should be finn, but neither too loose nor compacted. The upper layer of soil should be in a condition suitable for seeding at the proper depth and conducive to plant growth. Seed -to -soil contact is the key to good germination. Seed Mix for Temporary Vegetation To provide temporary vegetative cover on disturbed areas which will not be paved, built upon, or fully landscaped or worked for an extended period (typically 30 days or more), plant an annual grass appropriate for the time of planting and mulch the planted areas. Annual grasses suitable for the Denver metropolitan area are listed in Table TS/PS-1. These are to be considered only as general recommendations when specific design guidance for a particular site is not available. Local governments typically specify seed mixes appropriate for their jurisdiction. Seed Mix for Permanent Revegetation To provide vegetative cover on disturbed areas that have reached final grade, a perennial grass mix should be established. Permanent seeding should be performed promptly (typically within 14 days) after reaching final grade. Each site will have different characteristics and a landscape professional or the local jurisdiction should be contacted to determine the most suitable seed mix for a specific site. In lieu of a specific recommendation, one of the perennial grass mixes appropriate for site conditions and growth season listed in Table TS/PS-2 can be used. The pure live seed (PLS) rates of application recommended in these tables are considered to be absolute minimum rates for seed applied using proper drill -seeding equipment. If desired for wildlife habitat or landscape diversity, shrubs such as rubber rabbitbrush (Chrysothammis nauseosus), fourwing saltbush (Atriplex canescens) and skunkbrush sumac (Rhos trilobata) could be added to the upland seedmixes at 0.25, 0.5 and 1 pound PLS/acre, respectively. In riparian zones, planting root stock of such species as American plum (Prunus americana), woods rose (Rosa woodsii), plains cottonwood (Populus sargentii), and willow (Populus spp.) may be considered. On non-topsoiled upland sites, a legume such as Ladak alfalfa at 1 pound PLS/acre can be included as a source of nitrogen for perennial grasses. TS/PS-2 Urban Drainage and Flood Control District June 2012 Urban Storm Drainage Criteria Manual Volume 3 Temporary and Permanent Seeding (TS/PS) EC -2 Seeding dates for the highest success probability of perennial species along the Front Range are generally in the spring from April through early May and in the fall after the first of September until the ground freezes. If the area is irrigated, seeding may occur in summer months, as well. See Table TS/PS-3 for appropriate seeding dates. Table TS/PS-1. Minimum Drill Seeding Rates for Various Temporary Annual Grasses Species' (Common name) Growth Seasonb Pounds of Pure Live Seed (PLS)/acre Planting Depth (inches) 1. Oats Cool 35 - 50 1 - 2 2. Spring wheat Cool 25 - 35 1 - 2 3. Spring barley Cool 25 - 35 1 - 2 4. Annual ryegrass Cool 10 - 15 '/2 5. Millet Wann 3 - 15 % - 3/4 6. Sudangrass Wann 5-10 '/2 -'/ 7. Sorghum Wann 5-10 'h -'/ 8. Winter wheat Cool 20-35 1 - 2 9. Winter barley Cool 20-35 1 - 2 10. Winter rye Cool 20-35 1 - 2 11. Tritica]e Cool 25-40 1 - 2 s Successful seeding of annual grass resulting in adequate plant growth will usually produce enough dead -plant residue to provide protection from wind and water erosion for an additional year. This assumes that the cover is not disturbed or mowed closer than 8 inches. Hydraulic seeding may be substituted for drilling only where slopes are steeper than 3:1 or where access limitations exist. When hydraulic seeding is used, hydraulic mulching should be applied as a separate operation, when practical, to prevent the seeds from being encapsulated in the mulch. b See Table TS/PS-3 for seeding dates. Irrigation, if consistently applied, may extend the use of cool season species during the summer months. ` Seeding rates should be doubled if seed is broadcast, or increased by 50 percent if done using a Brillion Drill or by hydraulic seeding. June 2012 Urban Drainage and Flood Control District TS/PS-3 Urban Storm Drainage Criteria Manual Volume 3 EC -2 Temporary and Permanent Seeding (TS/PS) Table TS/PS-2. Minimum Drill Seeding Rates for Perennial Grasses Common' Name Botanical Name Growth Season° Growth Form Seeds/ Pound Pounds of PLS/acre Alakali Soil Seed Mix Alkali sacaton Sporobolus airoides Cool Bunch 1,750,000 0.25 Basin wildrye Elymus cinereus Coo] Bunch 165,000 2.5 Sodar streambank wheatgrass Agropyron riparium 'Sodom-' Cool Sod 170,000 2.5 Jose tall wheatgrass Agropyron elongation 'Jose' Cool Bunch 79,000 7.0 Arriba western wheatgrass Agropyron smirhii Arriba' Cool Sod 110,000 5.5 Total 17.75 Fertile Loamy Soil Seed Mix Ephriam crested wheatgrass Agropyron crisrat„t 'Ephrian,' Cool Sod 175,000 2.0 Dural hard fescue Festucaovine! '(lu,lusorta' Cool Bunch 565,000 1.0 Lincoln smooth brome Cronus ine,rrtis leyss 'Lincoln' Cool Sod 130,000 3.0 Sodar streambank wheatgrass Agropyron ripariurn 'Sodar' Cool Sod 170,000 2.5 Arriba western wheatgrass Agropyron srni hii 'A,-riba' Cool Sod 110,000 7.0 Total 15.5 High Water Table Soil Seed Mix Meadow foxtail Alopecu,us pratensis Cool Sod 900,000 0.5 Redtop Agrosxis alba Warm Open sod 5,000,000 0.25 Reed canarygrass Pha/aris a+undinacea Cool Sod 68,000 0.5 Lincoln smooth brome Bronat s inerinis leyss 'Lincoln' Cool Sod 130,000 3.0 Pathfinder switchgrass Panicum i,gananr 'Pall:finder' Warm Sod 389,000 1.0 Alkar tall wheatgrass Agropyron elongauun 'Alan' Cool Bunch 79,000 5.5 Total 10.75 Transition Turf Seed Mix` Ruebens Canadian bluegrass Pon compress(' 'Ruebens' Cool Sod 2,500,000 0.5 Dural hard fescue Pestuca Drina 'duriuscula' Cool Bunch 565,000 1.0 Citation perennial ryegrass Lolium perenne 'Citation' Cool Sod 247,000 3.0 Lincoln smooth brome Bromirs irre,anis leyss 'Lincoln' Cool Sod 130,000 3.0 Total 7.5 TS/PS-4 Urban Drainage and Flood Control District June 2012 Urban Storm Drainage Criteria Manual Volume 3 Temporary and Permanent Seeding (TS/PS) EC -2 Table TS/PS-2. Minimum Drill Seeding Rates for Perennial Grasses (cont.) Common Name Botanical Name Growth Season' Growth Form Seeds/ Pound Pounds of PLS/acre Sandy Soil Seed Mix Blue grama Bouteloua gracilis Warm Sod forming bunchgrass 825,000 0.5 Camper little b]uestemWarm Schizachyrium scoparimn 'Camper' Bunch 240,000 1.0 Prairie sandreed Calamovilfa longifolirr Warm Open sod 274,000 1.0 Sand dropseed Sporoboluscryptandrus Cool Bunch 5,298,000 0.25 Vaughn sideoats grama Boutelotra curtipendulcr 'Vaughn' Warm Sod 191,000 2.0 Arriba western wheatgrass 4gropyron smithii 'Arribo' Cool Sod 110,000 5.5 Total 10.25 Heavy Clay, Rocky Foothill Seed Mix Ephriam crested wheatgrass' 4gr"opyr"orr crislalwn 'Ephriam' Cool Sod 175,000 1.5 Oahe Intermediate wheatgrass Ag1 °pyron rntern:ediiu+7 'Oahe' Cool Sod 115,000 5.5 Vaughn sideoats grama` Bouteloua curtipendulrr 'Yrrrrghn' Warm Sod 191,000 2.0 Lincoln smooth brome B+"ornus inermis leyss 'Lincoln' Cool Sod 130,000 3.0 Arriba western wheatgrass Agropyron srnithii 'Arriba' Cool Sod 110,000 5.5 Total 17.5 a All of the above seeding mixes and rates are based on drill seeding followed by crimped straw mulch. These rates should be doubled if seed is broadcast and should be increased by 50 percent if the seeding is done using a Brillion Drill or is applied through hydraulic seeding. Hydraulic seeding maybe substituted for drilling only where slopes are steeper than 3:1. If hydraulic seeding is used, hydraulic mulching should be done as a separate operation. b See Table TS/PS-3 for seeding dates. ` If site is to be irrigated, the transition turf seed rates should be doubled. d Crested wheatgrass should not be used on slopes steeper than 6H to IV. ` Can substitute 0.5 lbs PLS of blue grama for the 2.0 lbs PLS of Vaughn sideoats grama. June 2012 Urban Drainage and Flood Control District TS/PS-5 Urban Storm Drainage Criteria Manual Volume 3 EC -2 Temporary and Permanent Seeding (TS/PS) Table TS/PS-3. Seeding Dates for Annual and Perennial Grasses Annual Grasses (Numbers in table reference species in Table TS/PS-1) Perennial Grasses Seeding Dates Warm Cool Warm Cool January 1 —March 15 ✓ ✓ March 16 —April 30 4 1,2,3 ✓ ✓ May 1 —May 15 4 ✓ May 16 —June 30 4,5,6,7 July 1 —July 15 5,6,7 July 16 —August 31 September 1 —September 30 8,9,10,11 October 1 —December 31 ✓ ✓ Mulch Cover seeded areas with mulch or an appropriate rolled erosion control product to promote establishment of vegetation. Anchor mulch by crimping, netting or use of a non-toxic tackifier. See the Mulching BMP Fact Sheet for additional guidance. Maintenance and Removal Monitor and observe seeded areas to identify areas of poor growth or areas that fail to germinate. Reseed and mulch these areas, as needed. An area that has been permanently seeded should have a good stand of vegetation within one growing season if irrigated and within three growing seasons without irrigation in Colorado. Reseed portions of the site that fail to germinate or remain bare after the first growing season. Seeded areas may require irrigation, particularly during extended dry periods. Targeted weed control may also be necessary. Protect seeded areas from construction equipment and vehicle access. TS/PS-6 Urban Drainage and Flood Control District June 2012 Urban Storm Drainage Criteria Manual Volume 3 STATE OF COLORADO Dedicated to protecting and improving the health and environment of the people of Colorado 4300 Cherry Creek Cr. S. Denver, Colorado 60246-1530 Phone (303) 692-2000 TOO Line (303) 6977700 Located in Glendale, Colorado http:i/www.cdphe.slate.co.us Colorado Department of Public Health and Environment For Agency Use Only Permit Number Assigned COR03- Date Received II Month Day Year COLORADO DISCHARGE PERMIT SYSTEM (CDPS) STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES APPLICATION PHOTO COPIES, FAXED COPIES, PDF COPIES OR EMAILS WILL NOT BE ACCEPTED. Please print or type. Original signatures are required. All items must be completed accurately and in their entirety for the application to be deemed complete. Incomplete applications will not be processed until all information is received which will ultimately delay the issuance of a permit. If more space is required to answer any question, please attach additional sheets to the application form. Applications must be submitted by mail or hand delivered to: Colorado Department of Public Health and Environment Water Quality Control Division 4300 Cherry Creek Drive South WQCD-P-B2 Denver, Colorado 80246-1530 Any additional information that you would like the Division to consider in developing the permit should be provided with the application. Examples include effluent data and/or modeling and planned pollutant removal strategies. PERMIT INFORMATION Reason for Application: ❑ NEW CERT ❑ RENEW CERT EXISTING CERT # Applicant is: ❑ Property Owner ❑ Contractor/Operator A. CONTACT INFORMATION - NOT ALL CONTACT TYPES MAY APPLY * indicates required *PERMITTEE (If more than one please add additional pages) *ORGANIZATION FORMAL NAME: 1) *PERMITTEEthe person authorized to sign and certify the permit application. This person receives all permit correspondences and is legally responsible for compliance with the permit. Responsible Position (Title): Currently Held By (Person): Telephone No: email address Organization: Mailing Address: City: State: Zip: This form must be signed by the Permittee (listed in item 1)to be considered complete. Per Regulation 61 In ail cases, it shall be signed as follows: a) In the case of corporations, by a responsible corporate officer. For the purposes of this section, the responsible corporate officer is responsible for the overall operation of the facility from which the discharge described in the application originates. b) In the case of a partnership, by a general partner. c) In the case of a sole proprietorship, by the proprietor. d) In the case of a municipal, state, or other public facility, by either a principal executive officer or ranking elected official page 1 of 5 revised April 2011 2) DMR COGNIZANT OFFICIAL (i.e. authorized agent) the person or position authorized to sign and certify reports required by the Division including Discharge Monitoring Reports 'DMR's, Annual Reports, Compliance Schedule submittals, and other information requested by the Division. The Division will transmit pre-printed reports (ie. DMR's) to this person. If more than one, please add additional pages. Same As 1) Permittee ❑ Responsible Position (Title): Currently Held By (Person): Telephone No: email address Organization: Mailing Address: City: State: Zip: Per Regulation 61 : All reports required by permits, and other information requested by the Division shall be signed by the permittee or by a duly authorized representative of that person. A person is a duly authorized representative only if: (i) The authorization is made in writing by the permittee (ii) The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position); and (iii) The written authorization is submitted to the Division 3) *SITE CONTACT local contact for questions relating to the facility & discharge authorized by this permit for the facility. ❑ Same As 1) Permittee Responsible Position (Title): Currently Held By (Person): Telephone No: email address Organization: Mailing Address: City: State: Zip: 4) * BILLING CONTACT if different than the permittee Responsible Position (Title): Currently Held By (Person): Telephone No: email address Organization: Mailing Address: City: State: Zip: Page 2 of 5 revised April 2011 5) OTHER CONTACT TYPES (check below) Add pages if necessary: ResponsiblePosition (Title): Currently Held By (Person): Telephone No: email address Organization; Mailing Address: City: State: Zip: o Pretreatment ❑ Inspection Facility Contact L Stormwater M54 Responsible Coordinator ill Consultant Person o Environmental Contact Compliance Contact LA Stormwater Authorized o Biosolids Responsible Representative Party O Other o Property Owner B. Permitted Project/Facility Information Project/Facility Name Street Address or cross streets (e.g., "S. of Park St. between 5th Ave. and 10th Ave.", or "W. side of C.R. 21, 3.25 miles N. of Hwy 1D"; A street name without an address, intersection, mile marker, or other identifying information describing the location of the project is not adequate. For linear projects, the route of the project should be described as best as possible with the location more accurately indicated by a map.) City, Zip Code County Facility LatitudelLongitude— (approximate center of site to nearest 15 seconds using one of following formats 001A Latitude Longitude (e.g., 39 703', 104.933°') degrees (to 3 decimal places) degrees (to 3 decimal places) or 001A Latitude 0 " Longitude "(e.g., 39°46'11"N, 104°53'11"W) degrees minutes seconds degrees minutes seconds For the approximate center point of the property, to the nearest 15 seconds. The latitude and longitude must be provided as either degrees, minutes, and seconds, or in decimal degrees with three decimal places. This information may be obtained from a variety of sources, including: o Surveyors or engineers for the project should have, or be able to calculate, this information o EPA maintains a web -based siting tool as part of their Toxic Release Inventory program that uses interactive maps and aerial photography to help users get latitude and longitude. The siting tool can be accessed at www.epa.govitri/report/siting_tool/index.htm o U.S. Geological Survey topographical map(s), available at area map stores. o Using a Global Positioning System (GPS) unit to obtain a direct reading. Note: the latitude/longitude required above is not the directional degrees, minutes, and seconds provided on a site legal description to define property boundaries. C. MAP (Attachment) If no map is submitted, the permit will not be issued. Map: Attach a map that indicates the site location and that CLEARLY shows the boundaries of the area that will be disturbed. Maps must be no larger than 11x17 inches. D. LEGAL DESCRIPTION Legal description: If subdivided, provide the legal description below, or indicate that it is not applicable (do not supply Township/Range/Section or metes and bounds description of site) Subdivision(s): Lot(s): Block(s): OR Not applicable (site has not been subdivided) page 3 of 5 revised April 2011 E, AREA OF CONSTRUCTION SITE Total area of project site (acres): Area of project site to undergo disturbance (acres): Note: aside from clearing, grading and excavation activities, disturbed areas also include areas receiving overburden (e.g., stockpiles), demolition areas, and areas with heavy equipment/vehicle traffic and storage that disturb existing vegetative cover Total disturbed area of Larger Common Plan of Development or Sale, if applicable: (i.e., total, including all phases, filings, lots, and infrastructure not covered by this application) Provide both the total area of the construction site, and the area that will undergo disturbance, in acres. Note: aside from clearing, grading and excavation activities, disturbed areas also include areas receiving overburden (e.g., stockpiles), demolition areas, and areas with heavy equipment/vehicle traffic and storage that disturb existing vegetative cover (see construction activity description under the APPLICABILITY section on page 1). If the project is part of a larger common plan of development or sale (see the definition under the APPLICABILITY section on page 14, the disturbed area of the total plan must also be included. F. NATURE OF CONSTRUCTION ACTIVITY Check the appropriate box(s) or provide a brief description that indicates the general nature of the construction activities. (The full description of activities must be included in the Stormwater Management Plan.) Single Family Residential Development Multi -Family Residential Development Commercial Development Oil and Gas Production and/or Exploration (including pad sites and associated infrastructure) Highway/Road Development (not including roadways associated with commercial or residential development) Other — Description: G. ANTICIPATED CONSTRUCTION SCHEDULE Construction Start Date: Final Stabilization Date: *Construction Start Date - This is the day you expect to begin ground disturbing activities, including grubbing, stockpiling, excavating, demolition, and grading activities. .Final Stabilization Date - in terms of permit coverage, this is when the site is finally stabilized, This means that all ground surface disturbing activities at the site have been completed, and all disturbed areas have been either built an, paved, or a uniform vegetative cover has been established with an individual plant density of at least 70 percent of pre -disturbance levels. Permit coverage must be maintained until the site is finally stabilized. Even If you are only doing one part of the project, the estimated final stabilization date must be for the overall project. If permit coverage is still required once your part is completed, the permit certification may be transferred or reassigned to a new responsible entity(s). H. RECEIVING WATERS (If discharge is to a ditch or storm sewer, include the name of the ultimate receiving waters) Immediate Receiving Water(s): Ultimate Receiving Water(s): Identify the receiving water of the stormwater from your site. Receiving waters are any waters of the State of Colorado. This includes all water courses, even if they are usually dry. If stormwater from the construction site enters a ditch or storm sewer system, identify that system and indicate the ultimate receiving water for the ditch or storm sewer. Note: a stormwater discharge permit does not allow a discharge into a ditch or storm sewer system without the approval of the owner/operator of that system. page 4 of 5 revised April 2011 I. REQUIRED SIGNATURES (Both parts i. and ii. must be signed) Signature of Applicant: The applicant must be either the owner and/or operator of the construction site. Refer to Part B of the instructions for additional information. The application must be signed by the applicant to be considered complete. In all cases, it shall be signed as follows: (Regulation 61.4 (lei) a) In the case of corporations, by the responsible corporate officer is responsible for the overall operation of the fad lity from which the discharge described in the form originates b) In the case of a partnership, by a general partner. c) In the case of a sole proprietorship, by the proprietor. d) In the case of a municipal, state, or other public facility, by either a principal executive officer, ranking elected official, (a principal executive officer has responsibility for the overall operation of the facility from which the discharge originates). STOP!: A Stormwater Management Plan must be completed prior to signing the following certifications! i. STORMWATER MANAGEMENT PLAN CERTIFICATION "I certify under penalty of law that a complete Stormwater Management Plan, has been prepared for my activity. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the Stormwater Management Plan is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for falsely certifying the completion of said SWMP, including the possibility of fine and imprisonment for knowing violations." xx Signature of Legally Responsible Person or Authorized Agent (submission must include original signature) Date Signed Name (printed) Title ii. SIGNATURE OF PERMIT LEGAL CONTACT "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." "I understand that submittal of this application is for coverage under the State of Colorado General Permit for Stormwater Discharges Associated with Construction Activity for the entirety of the construction site/project described and applied for, until such time as the application is amended or the certification is transferred, inactivated, or expired." xx Signature of Legally Responsible Person (submission must include original signature) Date Signed Name (printed Title DO NOT INCLUDE A COPY OF THE STORMWATER MANAGEMENT PLAN DO NOT INCLUDE PAYMENT — AN INVOICE WILL BE SENT AFTER THE CERTIFICATION IS ISSUED. page 5 of 5 revised April 2011 -Land Development - Air Pollutant Emission Notice (APEN) - and - Application for Construction Permit ❑ New Facility ❑ Transfer of Ownership * ❑ Change in Production ❑ No Change (APEN Update Only) ❑ Request Coverage Under General Permit (For GP coverage, pages 2-3 are not required)** All sections of this APEN and application must be completed prior to submittal to the Division for both new and existing facilities. An application with missing information may he determined incomplete and may result in longer engineer processing times. * Note: For transfer of ownership or company name change of a permit, you must also submit a Construction Permit Application form. ** Note: For General Permit coverage, only page 1 of this application needs to be completed. In addition to the APEN filing fee ($152.90), a General Permit fee of $50.00 will he assessed. Permit Number Company Name: Billing Address: Person to Contact: Email Address: Please provide description of the activity: (Also, please provide a site map) AIRS Number Zip Code: Phone Number: Fax Number: Project Name & Location: County: Section: Total area of land in project: Date earthmoving will — Commence: Total area subject to earthmoving: Total disturbed area at any one time: Area to be paved (roads, parking lots): Date paving will be completed: Township: Acres Acres Acres Acres Estimated time to complete entire project (includes buildings) List any known or suspected contaminates in the soil: Stop: Range: Brief description of how the project development will occur e.g., timeline, project phases (attach an additional page if necessary): -- An authorized signature is required on Page 1 if you are applying for General Permit Coverage; otherwise, a signature is required on Page 3 -- Signature of Legally Authorized Person (not a vendor or consultant) Date Name (please print) Title Revised July 2010 http://www.cdphe.state.co.us/ap/stationary.html Colorado Department of Public Health and Environment Air Pollution Control Division - LAND DEVELOPMENT - FUGITIVE DUST CONTROL PLAN FOR LAND DEVELOPMENT (This must be submitted with the Air Pollutant Emission Notice -and -Application for Emission Pennil) Regulation No. I requires that a fugitive dust control plan be submitted by applicants whose source / activity results in fugitive dust emissions. The control plan must enable the source to minimize emissions of fugitive dust to a level that is technologically feasible and economically reasonable. If the control plan is not adequate in minimizing emissions a revised control plan may be required. The control plan (if acceptable to the Division) will be used for enforcement purposes on the sources. Please check the dust control measures which you propose for your activity. The Division will enforce the control measures checked. Use separate sheets if more space is needed. Also note items with an asterisk (*). This indicates those measures which will probably be required. I. Control of Unpaved Roads on Site ❑ Watering ❑ Frequent (Watering Frequency of 2 or More Times Per Day) ❑ As Needed ❑ Application of Chemical Stabilizer ❑ Vehicle Speed Control Speeds limited to mph maximum. Speed limit signs must be posted. (Generally 30 mph is maximum approvable speed on site.) ❑ Gravelling IL Control of Disturbed Surface Areas on Site ❑ Watering O Frequent (Watering Frequency of 2 or More Times Per Day) O As Needed ❑ Application of Chemical Stabilizer ❑ Vehicle Speed Control Speeds Limited To MPH Maximum. Speed Limit Signs Must Be Posted. O Revegetation Revegetation Must Occur Within One Year Of Soil Disturbance ❑ Seeding with mulch ❑ Seeding without mulch ❑ Furrows at right angle to prevailing wind Depth of furrows Inches (must be greater than 6") ❑ Compaction Of Disturbed Soil On A Daily Basis To Within 90 % Of Maximum Compaction (As determined by a Proctor Test). O Foundation areas only; or O All disturbed soil. ❑ Wind Breaks Type: (Example: Snow Fence, Silt Fence, etc.) O Synthetic Or Natural Cover For Steep Slopes. Type: (Netting, Mulching. etc.) Revised July 2010 http://www.cdphe.state.co.us/art/stationary.html Colorado Department of Public Health and Environment Air Pollution Control Division Colorado Department of Public Health and Environment An Overview of Colorado Air Regulations for Land Development Under Colorado air quality regulations, land development refers to all land clearing activities, including but not limited to land preparation such as excavating or grading, for residential, commercial, or industrial development, or oil and gas exploration and production. Land development activities release fugitive dust, a pollutant regulated by the Air Pollution Control Division (Division) at the Colorado Department of Public Health and Environment. This document provides an overview of the air pollution reporting and permitting requirements that may apply to land development activities. ➢ Exemptions for Small Land Development Activities Small land development activities are not subject to the same reporting and permitting requirements as large land development activities. Specifically, land development activities that are less than 25 contiguous acres and less than 6 months in duration do not need to report air emissions to the Division. For these projects, operators must use appropriate control measures to minimize the release of fugitive dust from the site. ➢ Reporting and Permitting Requirements for Large Land Development Activities Land development projects that are greater or equal to 25 continuous acres and/or 6 months in duration typically require the submission of an Air Pollutant Emission Notice (APEN) and an air permit (in some cases APENs and air permits are not required due to estimated air emissions below reporting thresholds). The APEN and air permitting process are described below. Submitting an APEN The APEN form titled "Air Pollutant Emission Notice — and — Application for Construction Permit" is available through the Division and downloadable at http://www.cdphe.state_co_us/ap/downloadforms.html. The APEN form is used to record general project information including the project description, location, size, and duration of the land development project. In addition, the APEN form includes detailed information on the Fugitive Dust Control Plan (FDCP). The FDCP addresses how dust will be kept to a minimum at the project site. Control measures listed in the plan should be specific to the land development site. Fugitive dust control techniques commonly included in the plan are shown in Table 1. A permit, if required, will specify the type of dust control measures that were included on the FDCP. (You can submit a separate FDCP specific to the site in addition to the APEN but if you do not, the fugitive dust control measures listed on the APEN will be used on the air permit.) It is important to note that even if a permit is not required, fugitive dust control measures in the FDCP must be followed at the site. Overview of Air Regulations for Land Development Colorado Small Business Assistance Program Page 1 of 4 Table 1 Control Options for Unpaved Roadways Watering Paving Graveling Use of chemical stabilizer Controlling vehicle speed Control Options for Mud and Dirt Carry -Out Onto Paved Surfaces Gravel entry ways Covering the load Washing vehicle wheels Not overfilling trucks Control Options for Disturbed Areas Watering Application of a chemical stabilizer Revegetation Controlling vehicle speed Compaction Furrowing the soil Wind Breaks Minimizing the areas of disturbance Synthetic or Natural Cover for Slopes A land development APEN can be submitted by a property owner, a site contractor, or a management company involved with the project The party that submits the APEN will be responsible for paying the associated APEN and permitting fees and ensuring compliance with the Fugitive Dust Control Plan and air permit (if applicable)_ The owner and operator are responsible for the submittal of an APEN and obtaining the permit. Land Development Process Equipment Sometimes process equipment such as generators or crushers is used at a land development site. Process equipment is treated separately from the land development operations. Process equipment may be designated as portable or fixed, and must be reported on a separate APEN form. For crushers and screens, use the "General APEN" form. For generators, use the "Reciprocating Internal Combustion Engines" APEN form. These forms require general information about the equipment such as the type of equipment, make, model, and serial number, hours of operation, and quantity of material processed through the equipment. For more information on the filing process for land development equipment, refer to the guidance document, "An Overview of Colorado Air Regulations for Surface Mining Operations, Concrete Batch Plants, and Hot Mix Asphalt Plants" located at www.cdphe.state.co,us/ap/stationarylibrary.html. Refer to the section on surface mining process equipment. Portable equipment can be moved from site to site. A "Notice of Relocation" form must be submitted to the Division at least 10 days prior to the relocation of permitted portable equipment. You should maintain records on the location of each piece of equipment at your home -base office. Overview of Air Regulations for Land Development Colorado Small Business Assistance Program Page 2 of 4 Allow Enough Time for the Processing of Your APEN! The Division will use the information provided on the APEN to determine whether the land development project requires an air permit. If an air permit is required, the APEN will become part of the permit application package. In accordance with Colorado air regulations, the Division has up to 90 days to issue a permit once a complete APEN is received. If an incomplete APEN is received, the Division may request additional information. The 90 -day permit -processing clock will start once the additional information is received. If a permit is required for your land development project, site operations cannot commence until the air permit has been issued. You must plan ahead! Obtaining an Air Permit Land development projects that that are greater or equal to 25 contiguous acres and/or 6 months in duration typically require an air permit. The land development permitting process has been streamlined to generate a final "temporary" land development air permit in one step. The temporary air permit is applicable through the project's "Commence" and "Stop" dates listed on the APEN. The temporary permit expires at the requested "Stop" date. As a rule of thumb, land development activities may be considered complete when all disturbed areas are stabilized from dust emissions. If an extension or modification to the air permit is required, contact the Division to discuss the change and determine whether a new APEN is required. Temporary land development permits are typically issued for a period of up to five years. Based on the information provided on the APEN, the permit may cover a single land development activity or a series of activities (or project phases) over a defined period of time. Types of Air Permits Currently the Air Pollution Control Division offers two types of permits for land development projects. Both types of air permits require you to complete the APEN form titled, "Land Development Air Pollutant Emission Notice — and — Application for Construction Permit". The APEN form allows you to choose (by marking the appropriate check box) which type of air permit you will obtain for your land development activities (if a permit is required). The two types of permits are outlined below Construction Permit: A Construction Permit requires analysis from one of the Division's engineers. This analysis will be conducted to calculate fugitive emissions based upon the size of the project, duration of the project, and specific control measures taken to control emissions. Construction permits can be more costly but are much more specific to your land development project. The Construction Permit allows flexibility in the control measures you will use at your site. You must have a Construction Permit on -site in order to begin your project; therefore, you must plan ahead and file for an air permit early. General Permit: A General Permit requires no analysis from an engineer and is, therefore, less costly. The General Permit, however, does not give you any flexibility in control measures you can use at your site. In order to apply for the General Permit, simply mark the checkbox on the top of the APEN form adjacent to "Request Coverage Under General Permit". Note: if you are requesting coverage under the General Permit, you do not need to submit pages 2 & 3 of the APEN form. Overview of Air Regulations for Land Development Colorado Small Business Assistance Program Page 3 of 4 The General Permit includes several control measures that must be followed. If you agree to follow the control measures written into the General Permit, and your total project size is less than 1850 acres, you are eligible to apply for a General Permit. Note: All projects greater than 1850 acres in size will require a Construction Permit and a 30 -day public comment period. An advantage to applying for a General Permit is that when the Division receives your APEN, your project will be covered under the General Permit and you do not need to wait for a response from the Air Pollution Control Division in order to begin your project A copy of the General Permit is available at http://www.cdphe.state.co.us/ap/down/generalpermGP03.pdf.. Please be aware that the General Permit is optional. Your business can elect to have your application processed as a Construction Permit if you choose that option. WHAT FEES APPLY? APEN Filing Fee: Each APEN must be submitted with a $152.90 APEN filing fee. This fee is required for both Construction Permit applications as well as General Permit applications. General Permit Fee: A one-time $50 fee. Additional permit processing fees will not be assessed. Construction Permit Fee: $76.45/hour. Once an APEN is received, all processing time will be charged regardless of whether a permit is issued (unless the project has been determined to be exempt from APEN requirements). If a project is cancelled, notify the Division in writing immediately. All time spent up to the receipt of the cancellation request will be billed to the applicant at the above listed rate. ➢ PERMIT CANCELLATION The construction permit, or coverage under the general permit, can be cancelled at any time by request submitted, in writing, from the company that owns the permit (ie: the company who's name appears on the permit document or the general permit coverage letter). However, as land development permits have expiration dates and there are no annual emission fees charged, the cancellation of these permits is not necessary. y Small Business Assistance Program The Small Business Assistance Program (SBAP) is available to answer questions you may have regarding environmental issues at your site. If you have questions, please contact our program at (303) 692-3175 or 3148. TRIN Tr IN SM.U. BUSINESS ASSISTANCE PROGRAM Overview of Air Regulations for Land Development Colorado Small Business Assistance Program Page 4 of 4 STATE OF COLORADO Dedicated to protecting and improving the health and environment of the people of Colorado 4300 Cherry Creek Dr, S. Denver, Colorado 80246-1530 Phone (303) 692-2000 TDD Line (303) 691-7700 Located in Glendale, Colorado http://www.cciphe.state.co.us Colorado Water Quality Control Division Notice of Termination Construction Stormwater Inactivation Notice www.coloradowaterpermits.com Colorado Department of Public Health and Environment Print or type all information. All items must be filled out completely and correctly. If the form is not complete, it will be returned. All permit terminations dates are effective on the date approved by the Division. MAIL ORIGINAL FORM WITH INK SIGNATURES TO THE FOLLOWING ADDRESS: Colorado Dept of Public Health and Environment Water Quality Control Division 4300 Cherry Creek Dr South, WQCD-P-B2 Denver, CO 80246-1530 FAXED OR EIVIAILED FORMS WILL NOT BE ACCEPTED. • PART A. IDENTIFICATION OF PERMIT Please write the permit certification number to be terminated Permit Certification Number (four digits, not "DODO"): COR03 _ • PART B. PERMITTEE INFORMATION Company Name Mailing Address City Legal Contact Name Title • PART C. FACILITY/PROJECT INFORMATION facility/Project Name Location (address) City Local Contact Name Title State Zip code Phone number Email County Zip code Phone number Email Page 1 of 2 form last revised May 2010 COLORADO WATER QUALITY CONTROL DIVISION NOTICE OF TERMINATION www.coloradowaterpermits.com • PART D. TERMINATION VALIDATION CRITERIA One of the criteria (1,2, or 3) below must be met, the appropriate box checked, and the required additional information provided. Part E includes a certification that the criteria indicated has been met. LI 1: FINALLY STABILIZED OR CONSTRUCTION NOT STARTED -The permitted activities covered under the certification listed in Part A meet the requirements for FINAL STABILIZATION in accordance with the permit, the Stormwater Management Plan, and as described below. This criterion should also be selected if construction was never started and no land was disturbed, and an explanation of this condition provided in the description below, Final stabilization is reached when: all ground surface disturbing activities at the site have been completed including removal of all temporary erosion and sediment control measure, and uniform vegetative cover has been established with an individual plant density of at least 70 percent of predisturbance levels, or equivalent permanent, physical erosion reduction methods have been employed. REQUIRED - Describe the methods used to meet the final stabilization c described above (include additional pages if necessary) 2: ALTERNATIVE PERMIT COVERAGE OR FULL REASSIGNMENT - All ongoing construction activities, including all disturbed areas, covered under the permit certification listed in Part A have coverage under a separate CDPS stormwater construction permit, including the permit certification issued when Division's Reassignment Form was used by the permittee to reassign all areas/activities. REQUIRED — Provide the permit certification number covering the ongoing activities: COR03 © 3: PERMITTEE IS NO LONGER THE OWNER/OPERATOR of the site and all efforts have been made to transfer the permit to appropriate parties. Please attach copies of registered mail receipt, letters, etc. STOP! One of the three criteria above MUST BE CHECKED and the required information for that criterion provided, or this form will not be processed and the permit will remain active. • PART E. CERTIFICATION SIGNATURE (Required for all Termination Requests) I understand that by submitting this notice of inactivation, I am no longer authorized to discharge stormwater associated with construction activity by the general permit. I understand that discharging pollutants in stormwater associated with construction activities to the waters of the State of Colorado, where such discharges are not authorized by a CDPS permit, is unlawful under the Colorado Water Quality Control Act and the Clean Water Act. I certify under penalty of law that I have personally examined and am familiar with the information submitted herein, and based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the information is true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. (See 18 U.S.C 1001 and 33 U.S.C. 1319.) I also certify that I am a duly authorized representative of the permittee named in Part B. Signature of Legally Responsible Party Date Signed Name (printed) Title Signatory requirements: This form shall be signed, dated, and certified for accuracy by the permittee in accordance with the following criteria: 1. In the case of a corporation, by a principal executive officer of at least the level of vice-president, or his or her duly authorized representative, if such representative is responsible for the overall operation of the operation from which the discharge described herein originates; 2. In the case of a partnership, by a general partner; 3. In the case of a sole proprietorship, by the proprietor; 4. In the case of a municipal, state, or other public operation, by wither a principal executive officer, ranking elected official, or other duly authorized employee. Page 2 of 2 form last revised May 2010 STATE OF COLORADO Dedicated to protecting and Improving the heatlh ana environmenl of the people of Colorado 4300 Cherry Creek Dr. S. Denver. Colorado 80246-15,30 Phone (3031 692-2000 TDD Line (303) 691-7700 Located in Glendale, Colorado http ihvww. c d p h e. s l a te. co. us pF L01A 171 : ra46i Colorado Department of Pub]ic Health and Environment For Agency Use Only Permit Number Assigned COR03- Date Received / Month Day Year NOTICE OF REASSIGNMENT OF PERMIT COVERAGE AND GENERAL PERMIT APPLICATION STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES PHOTO COPIES, FAXED COPIES, PDF COPIES OR EMAILS WILL NOT BE ACCEPTED. Please print or type. Original signatures are required. This application must be considered complete by the Division prior to initiation of permit processing. The Division will notify the applicant if additional information is needed to complete the application. If more space is required to answer any question, please attach additional sheets to the application form. Applications must be mailed or delivered to: Colorado Department of Public Health and Environment Water Quality Control Division 4300 Cherry Creek Drive South WQCD-P-B2 Denver, Colorado 80246-1530 **Part I of the application beginning below is to be filled out by the new permit applicant that will be assuming permitting liability for the reassigned portion of the original applicant's site. **Part II of the application, starting on page 3 of the form, is to be completed by the current permittee. Both Parts I (pages 1-4) and II (page 5) must be completed. EXISTING CERT ** (from Part II) ** NOTE: THIS WILL CREATE A NEW PERMIT FOR PART 1 APPLICANT. THE EXISTING PERMIT WILL NOT BE TERMINATED. THIS IS NOT A TRANSFER FORM. PART I - To be completed by the New permit applicant I hereby accept the reassignment of permit coverage for the area described in this application. I have reviewed the terms and conditions of this permit and the Stormwater Management Plan and accept full responsibility, coverage and liability REASSIGNMENT WILL BE EFFECTIVE MONTH/ DAY/ YEAR Applicant is : I=Property Owner E Dontractor/Operator A. CONTACT INFORMATION - NOT ALL CONTACT TYPES MAY APPLY * indicates required *PERMITTEE (If more than one please add additional pages) *ORGANIZATION FORMAL NAME: 1) *PERMITTEE the person authorized to sign and certify the permit application. This person receives ail permit correspondences and is legally responsible for compliance with the permit. Responsible Position (Title): Currently Held By Person): Telephone No: email address Organization: Mailing Address: City: State: Zip: This form must be signed by the Permittee to be considered complete. Per Regulation 61 In all casesit shall be signed as follows: a) In the case of corporations, by a responsible corporate officer. For the purposes of this section, the responsible corporate officer is responsible for the overall operation of the facility from which the discharge described in the application originates. b) In the case of a partnership, by a general partner. c) In the case of a sole proprietorship, by the proprietor. d) In the case of a municipal, state, or other public facility, by either a principal executive officer or ranking elected official Application Part 1 page 1of 4 updated 4/2011 2) DMR COGNIZANT OFFICIAL (i.e. authorized agent) the person or position authorized to sign and certify reports required by the Division including Discharge Monitoring Reports 'DMR's, Annual Reports, Compliance Schedule submittals, and other information requested by the Division. The Division will transmit pre-printed reports (ie. DMR's) to this person. If more than one, please add additional pages. Same As 1) Permittee Responsible Position (Title): Currently Held By (Person): Telephone No: email address Organization: Mailing Address: City: State: Zip: Per Regulation 61 : All reports required by permits, and other information requested by the Division shall be signed by the permittee or by a duly authorized representative of that person. A person is a duly authorized representative only if: (i) The authorization is made in writing by the permittee (ii) The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position); and (iii) The written authorization is submitted to the Division _1 3) *SITE CONTACT local contact for questions relating to the facility & discharge authorized by this permit for the facility. ❑ Same As 1) Permittee Responsible Position (Title): Currently Held By (Person): Telephone No: email address Organization: Mailing Address: City: State: Zip: 4) * BILLING CONTACT if different than the permittee Responsible Position (Title): Currently Held By (Person): Telephone No: email address Organization: Mailing Address: City: State: Zip: 5) OTHER (Please describe) Responsible Position (Title): Currently Held By (Person): Telephone No: email address Organization: Mailing Address: City: State: Zip: Application Part 1 page 2 of 4 updated 4/2011 B. Permitted Project/Facility Information Project/Facility Name Street Address or cross streets City, Zip Code County Facility Latitude/Longitude— (approximate center of site to nearest 15 seconds using one of following formats 001A Latitude Longitude degrees (to 3 decimal places) degrees (to 3 decimal places) or 001A Latitude " Longitude " (e.g., 39°46'11"N, 104°53'11"W) degrees minutes seconds degrees minutes seconds (e.g., 39.703°, 104.933°') C. MAP (Attachment) Map: Attach a map that indicates the site location and that CLEARLY shows the boundaries of the area that will be disturbed. Maps must be no larger than 11x17 inches. D. LEGAL DESCRIPTION Legal description: If subdivided, provide the legal description below, or indicate that it is not applicable (do not supply Township/Range/Section or metes and bounds description of site) Subdivision(s): Lot(s): Block(s): OR ❑ Not applicable (site has not been subdivided) E. AREA OF CONSTRUCTION SITE Total area of project site (acres): Area of project site to undergo disturbance (acres): Total disturbed area of Larger Common Plan of Development or Sale, if applicable: (i.e., total, including all phases, filings, lots, and infrastructure not covered by this application) F. NATURE OF CONSTRUCTION ACTIVITY Check the appropriate box(s) or provide a brief description that indicates the general nature of the construction activities. (The full description of activities must be included in the Stormwater Management Plan.) ❑ Single Family Residential Development ❑ Multi -Family Residential Development ❑ Commercial Development ❑ Oil and Gas Production and/or Exploration (including pad sites and associated infrastructure) ❑ Highway/Road Development (not including roadways associated with commercial or residential development) • Other, Describe: G. ANTICIPATED CONSTRUCTION SCHEDULE Construction Start Date: Final Stabilization Date: Application Part 1 page 3 of 4 updated 4/2011 NOTICE OF REASSIGNMENT OF PERMIT COVERAGE AND GENERAL PERMIT APPLICATION STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES H. RECEIVING WATERS (If discharge is to a ditch or storm sewer, include the name of the ultimate receiving waters) Immediate Receiving Water(s): Ultimate Receiving Water(s): I. REQUIRED SIGNATURES (Both parts i. and ii. must be signed) Signature of Applicant: The applicant must be either the owner and/or operator of the construction site. Refer to Part B of the instructions for additional information. The application must be signed by the applicant to be considered complete. In all cases, it shall be signed as follows: a) In the case of corporations, by a principal executive officer of at least the level of vice-president or his or her duly authorized representative, if such representative is responsible for the overall operation of the facility from which the discharge described in the application originates. b) In the case of a partnership, by a general partner. c) In the case of a sole proprietorship, by the proprietor. d) In the case of a municipal, state, or other public facility, by either a principal executive officer, ranking elected official, or other duly authorized employee if such representative is responsible for the overall operation of the facility from which the discharge described in the form originates. STOP!:A Stormwater Management Plan must be completed prior to signing the following certifications! I. Stormwater Management Plan Certification "I certify under penalty of law that a complete Stormwater Management Plan, as described in Appendix A of this } application, has been prepared for my activity. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the Stormwater Management Plan is, to the best of my knowledge and belief, true, accurate, and complete. [ am aware that there are significant penalties for falsely certifying the completion of said SWMP, including the possibility of fine and imprisonment for knowing violations." xx Signature of Legally Responsible Person or Authorized Agent (submission must include original signature) Date Signed Name (printed) Title ii. Signature of Permit Legal Contact "I certify under penalty of law that I have personally examined and am familiar with the information submitted in this application and all attachments and that, based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the information is true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine or imprisonment. "I understand that submittal of this application is for coverage under the State of Colorado General Permit for Stormwater Discharges Associated with Construction Activity for the entirety of the construction site/project described and applied for, until such time as the application is amended or the certification is transferred, inactivated, or expired." XX Signature of Legally Responsible Person (submission must include original signature) Date Signed Name (printed Title DO NOT INCLUDE A COPY OF THE STORMWATER MANAGEMENT PLAN DO NOT INCLUDE PAYMENT - AN INVOICE WILL BE SENT AFTER THE CERTIFICATION IS ISSUED. Application Part 1 page 4 of 4 updated 4/2011 NOTICE OF REASSIGNMENT OF PERMIT COVERAGE AND GENERAL PERMIT APPLICATION STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES PART II - AMENDMENT TO THE CURRENT PERMIT CERTIFICATION TO BE COMPLETED BY CURRENT PERMITTEE CERTIFICATION NUMBER COR03 THIS PERMIT WILL NOT BE TERMINATED II.A. CURRENT PERMIT LEGAL CONTACT INFORMATION Check if information has changed Company Name: Legally Responsible Person: First Name: Title: Mailing Address: City, State and Zip Code: Phone: Email Address: Last Name: 2. PERMITTED FACILITY INFORMATION Name of Plan, Project or Development: Latitude and Longitude (approximate center of site to nearest 15 seconds using one of following formats): Latitude: OR Latitude: Longitude: (e.g., 39°42'11", 104°55'57") degrees /minutes/ seconds degrees/ minutes/ seconds Longitude: (e.g., 39.703°, 104.933') degrees (to 3 decimal places) degrees (to 3 decimal places) 3. MAP (Attachment) Map: Attach a map that indicates the site location and that CLEARLY shows the boundaries of the area that will be retained under this current certification. Maps must be no larger than 11x17 inches. 4. NATURE OF CONSTRUCTION ACTIVITY Check the appropriate box(s) or provide a brief description that indicates the general nature of the construction activities. (The full description of activities must be included in the Stormwater Management Plan.) ❑ Single Family Residential Development ❑ Multi -Family Residential Development ❑ Commercial Development ❑ Other, Describe: 9. REQUIRED SIGNATURES Certification for Reassignment "I certify under penalty of law that I have personally examined and am familiar with the information submitted in Part II of this application and all attachments in reference to Part II and that, based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the information is true, accurate and complete. 1 am aware that thereare significant penalties for submitting false information, including the possibility of fine or imprisonment. "As the permittee currently covered by the above -referenced certification, I hereby agree to reassign the permit coverage for the area and activity described in Items I,b. and I,c., and all responsibilities thereof, from the above -referenced permit certification to the new permittee listed in Part I of this form." Signature of Legally Responsible Person (submission must include original ink signature) Date Signed Name (printed) Title Application Part 2 page 1 of 1 updated 4/2011 STATE OF COLORADO Dedicated to protecting and improving the health and environment of the people of Colorado 4300 Cherry Creek Dr. S. Denver, Colorado 80246-1530 Phone (303) 692-2000 TDD Line (303) 691-7700 Located in Glendale, Colorado http://wvvvv.cdphe.state.co.us Colorado Department of Public Health and Environment MODIFICATION FORM Please print or type all information. All items must be filled out completely and correctly. If the form is not complete, it will be returned. All modification dates are established by the Division. This form is for modifying an established permit or certification. Terminations, Change of Contacts, Transfer of Permit, and Withdrawl of Permit Application and/or modification requests must be submitted on the appropriate form: MAIL ORIGINAL FORM WITH INK SIGNATURES TO THE FOLLOWING ADDRESS: Colorado Dept of Public Health and Environment Water Quality Control Division 4300 Cherry Creek Dr South WQCD-P-B2 Denver, CO 80246-1530 FAXED or EMAILED FORMS WILL NOT BE ACCEPTED. • PART A. IDENTIFICATION OF PERMIT Please write the permit number to be modified PERMIT NUMBER (Prefix + 6 digits - not ending in 0000) • PART B. PERMITEE INFORMATION Company Name Mailing Address City Legal Contact Name Title • PART C. FACILITY/PROJECT INFORMATION Facility/Project Name Location (address) City Local Contact Name Title State Phone Number Email Zipcode County Phone Number Email Page 1 of 2 form last revised January 2010 m i f1Rar]f) 1A!ATFR ell I'm ITV rfINTRQ1 r1IVIVnN Mnrlifiratinn ww a, rnknrarlramatarrarmitc rnm • PART D. DESCRIPTION OF MODIFICATION REQUESTED: I • PART E. CERTIFICATION Required Signatures "I certify under penalty of law that I have personally examined and am familiar with the information submitted in this application and all attachments and that, based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the information is true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine or imprisonment. "I understand that submittal of this application is for coverage under the State of Colorado Discharge Permit System until such time as the application is amended or the certification is transferred, inactivated, or expired." Signature of Legally Responsible Party Date Signed Name (printed) Title Signatory requirements: This withdraw of permit application request shall be signed, dated, and certified for accuracy by the perrnittee in accord with the following criteria: 1. In the case of a corporation, by a principal executive officer of at least the level of vice-president, or his or her duly authorized representative, if such representative is responsible for the overall operation of the operation from which the discharge described herein originates; 2. In the case of a partnership, by a general partner; 3. In the case of a sole proprietorship, by the proprietor; 4. In the case of a municipal, state, or other public operation, by wither a principal executive officer, ranking elected official, or other duly authorized employee. Page 2 of 2 form last revised January 2010 STATE OF COLORADO Dedicated to protecting and improving the health and envirormenl o£ the people of Colorado COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT Water Quality Control Division 4300 Cherry Creek Drive South B2 Permits Denver, Colorado 80246-1530 Colorado Department of Public Health and Environment For Agency Use Only Date Received / Complete Paid Effective Date / / APPLICATION FOR TRANSFER OF OWNERSHIP FOR ALL PERMITS, CERTIFICATIONS, AND AUTHORIZATIONS PHOTO COPIES, FAXED COPIES, PDF COPIES OR EMAILS WILL NOT BE ACCEPTED. TO BE COMPLETED BY NEW PERMITTEE: Permit or Certification or Authorization Number I hereby apply for a transfer of ownership of this Colorado Discharge Permit, Certification, or Authorization listed above, which was issued to (permittee listed in Part 2, page 2) I have reviewed the terms and conditions of this permit and accept responsibilities, coverage and liability (including Stormwater Management Plan where applicable). If all information is correct, form is complete, and transfer approved, I request this transfer to be effective on I have ensured that all of the following requirements have been met: ® 1. BOTH parties have completed and signed this form — pages 1 and 2 02. ORIGINAL Form mailed to Division 30 Days Prior to the Transfer Effective Date (which may be the date property exchanges hands. Copies, PDF versions, and Faxes will NOT be accepted and will delay the issuance of the transfer. 3. All existing invoices paid and verified by the Division. Payment MUST be received prior to transfer issuance PROJECT OR FACILITY INFORMATION Project or Facility Name: Facility Address (location) City: State: Zip: County: NEW PERMITTEE INFORMATION (fill out all appropriate contacts) Company name: Mailing Address: City: State: Zip: Telephone No: • Legal Contact: will receive all future permit correspondences and is legally responsible for compliance with the permit Name: email address Title: Telephone No: • Local Contact: will be contacted for questions relating to the facility and the discharge authorized by the permit for the facility. Name: email address Title: Telephone No: • Authorized Agent(s) - may sign reports (such as DMR's or Annual Reports) required by the permit. Authorized Agent email address Title: Telephone No: Authorized Position Telephone No: Currently held by: email address: Revised 2-2010 APPLICATION FOR TRANSFER OF OWNERSHIP FOR ALL PERMITS, CERTIFICATIONS, AND AUTHORIZATIONS + Billing Contact Information - if billing address is different than legal contact Name: email address Company Name: Mailing Address: City: State: Zip: Telephone No: REQUIRED SIGNATURE: Signature of Applicant: The applicant must be either the owner and/or operator of the construction site. Refer to Part B of the instructions for additional information. The application must be signed by the applicant to be considered complete. In all cases, it shall be signed as follows: a) In the case of corporations, by a principal executive officer of at least the level of vice-president or his or her duly authorized representative, if such representative is responsible for the overall operation of the facility from which the discharge described in the application originates. b) In the case of a partnership, by a general partner. c) In the case of a sole proprietorship, by the proprietor. d) In the case of a municipal, state, or other public facility, by either a principal executive officer, ranking elected official, or other duly authorized employee if such representative is responsible for the overall operation of the facility from which the discharge described in the form originates. I certify under penalty of law that I have personally examined and am familiar with the information submitted herein, and based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the information is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. Signature(Legally Responsible Party) Date Name (printed) Title PART 2 - TO BE COMPLETED BY PREVIOUS PERMITTEE As previous owner, I hereby agree to the transfer of the above -referenced permit and all responsibilities thereof. Company Name: Mailing Address: City: State: Zip: Telephone No: Signature (Legally Responsible Party) Date Name (printed) Title Email address Revised 2-2010 STATE OF COLORADO NOTICE OF AMENDMENT OF PERMIT COVERAGE Terminating coverage for a portion of a permitted area GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY This form is to be used to amend a permit certification under Colorado's Stormwater Construction Permit, to terminate permit coverage when both of the following conditions have been met: 1. The area must no longer be under the operational control (via ownership or contract) of the permittee. AND 2. The area must be Finally Stabilized. An area is Finally Stabilized when all ground surface disturbing activities at the site have been completed, and all disturbed areas have been either built on, paved or equivalently hard -armored, or a uniform vegetative cover has been established with an individual plant density of at least 70 percent of pre -disturbance levels. Upon acceptance of this notice by the Water Quality Control Division (the Division), the permit certification will be automatically amended to exclude the specific portion described in the notice. The current permittee will not receive a revised certification. The corrected information will be placed in the permit file. In order to receive notification of the Division's receipt of this information, it is up to the permittee to request verification of delivery from the carrier (i.e., by sending certified mail). Conditions When This Form Can NOT Be Used: Below are some common scenarios where a permittee may need to use a different form or process. For additional guidance on administrative requirements and options for the Stormwater Construction Permit, refer to the Stormwater Construction Fact Sheet available at coloradowaterpermits.com The Division strongly recommends that entities involved with sites where multiple owners/operators exist review this information. A. The Permittee Still Has Operational Control over the Area The permit can only be amended to terminate coverage for sites that are no longer under the operational control of the permittee. If the permittee still has operational control: What to do instead: Revise your Stormwater Management Plan (SWMP) to address the conditions and the BMPs used in the stabilized area. BMPs may still be needed depending on site -specific conditions, such as stornnwater run-on or construction traffic from areas of active construction. Monthly inspections are still required in accordance with Part I.D.6 of the permit, but only need to focus on identifying pollutant sources (e.g., erosion, material storage, etc.) and BMPs. B. The Area Has Not Been Finally Stabilized This form is only for terminating an area that has been finally stabilized. If the area has not been finally stabilized: What to do instead: The permittee must either maintain permit coverage, or can reassign permit coverage to another entity that owns or has operational control over that area. The Division's Notice of Reassignment of Permit Coverage form should be used. The form is available at coloradowaterpermits.com C. The Entire Permitted Area Has Been Finally Stabilized This form is intended for use when the conditions in 1 AND 2 above have been met, and the permittee wishes to terminate permit coverage for only part of the site. Submittal of this form will only result in the termination of coverage for a portion of a permitted site, and does not inactivate the permit certification. What to do instead: Use the Inactivation Form for construction activities, available at co loradowaterperrn its. corn 9/O8/coverageamend Stormwater Management Plan (SWMP): The permittee must maintain a SWMP that accurately reflects the activities and BMPs for the areas for which they will have permit coverage. Therefore, the SWMP must be updated to reflect the changes described in this form. Appendix A of the General Permit Application and SWMP Guidance for Stormwater Discharges Associated with Construction Activity (available from the Division's web site at coloradowaterperrnits.com) contains the requirements for the SWMP. Failure by the permittee to maintain a SWMP in accordance with this guidance is a violation of the permit. Additional guidance for multi owner/operator development is also available in the Stormwater Fact Sheet for Construction, available from the Division's web site. Notice Due Dates: At least ten days prior to the requested effective date for permit coverage to end, the permittee shall submit this form to the Division. This form may be reproduced, and is also available from the Division's web site at coloradowaterpermits.com. Permit Fee: There are no new permit fees associated with amending the construction permit certification. Application Completeness: All items on the form must be completed accurately and in their entirety or the notice will be deemed incomplete, and processing of the form will not begin until all information is received. A map of the revised area must be included that clearly indicates the area with continued coverage under the permit certification, and the area excluded. (Do not include a copy of the SWMP.) One original copy of the completed form (no faxes or e -mails), signed by the current permittee, shall be submitted, only to: Colorado Department of Public Health and Environment Water Quality Control Division - Permits 4300 Cherry Creek Drive South Denver, Colorado 80246-1530 If you have questions on completing this application, you may contact the Division at cdphe.wqstormastate.co.us state.co.us or (303) 692-3517. INSTRUCTIONS Site Map: A Site Map must be provided. The map must clearly define the boundaries of the site to be excluded from permit coverage, and the area of the site with continued coverage under the permit certification. The level of detail that must be provided will depend on the nature of the project, and must be adequate to determine during a field audit what construction activities are still covered under the issued certification. For typical developments within a specific surveyed property, a map clearly showing the property boundaries should be obtainable. For projects located in areas with adjacent construction areas that will not be covered by the application (such as multi -lot developments with multiple owners/operators), this detail is essential. However, for projects such as road or utility projects, where providing this detail may not be feasible or necessary to distinguish the project from adjacent activities, a less detailed map showing the approximate area is adequate. Maps should NOT exceed 8 % x 17 inches. Do not submit grading plans or other blueprints as the site map. 9/08/coverageamend -ii- Colorado Department of Public Health & Environment FOR AGENCY USE ONLY Water Quality Control Division WQCD-P-B2 REC 4300 Cherry Creek Drive South EFF Denver, Colorado 80246-1530 YEAR MONTH DAY AMENDMENT NOTICE FOR CONSTRUCTION STORMWATER DISCHARGE GENERAL PERMIT CERTIFICATION Please print or type. Form must be filled out completely. Certification Number: COR-03 This number is not 0000. Permittee (Company) Name: Permittee Address: Phone No. Site/Facility Name: Construction Site Address/Location: Revised Site Information — Must include Site Map indicating site boundaries, and area being excluded from permit coverage. Maps must be folded to 8'1z x 11 inches.) Map enclosed? Yes No❑ County: Contact Person: Contact Person Phone No.: Contact Person Email: Summary of work performed and description of final stabilization for the area shown in the attached map: I certify under penalty of law that by the date of my signature below, at the identified construction site area, all disturbed soils have been finally stabilized; all temporary erosion and sediment control measures have been removed; all construction and equipment maintenance wastes have been disposed of properly; and all elements of the Stormwater Management Plan have been completed. I understand that by submitting this notice of amendment, I am no longer authorized to discharge stormwater associated with construction activity by the general permit, for this specific area. I understand that discharging pollutants in stormwater associated with construction activities to the waters of the State of Colorado, where such discharges are not authorized by a CDPS permit, is unlawful under the Colorado Water Quality Control Act and the Clean Water Act. 1 certify under penalty of law that I have personally examined and am familiar with the information submitted herein, and based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the information is true, accurate and complete. I am aware that there are significant penalties for submitting false information. including the possibility of fine and imprisonment. (See 18 U.S.C 1001 and 33 U.S.C. 1319.) 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T., � AN: 501141., C, to alwrJ ca[ PEWm v - R - ...RN. n�. w3,rRui pd -1 4T re..., 3i4"m ,rt ri stmt sa�u�5. .a0 i�a�:es^OS1 a�cis e.G�rca aL] ENGINEERING CONSULTANTS S ,X. xe cnrwcea . Cor sicrwars 5.5001'1 "50*0 t tan ear a, ]pfd 54101 0- *52: SHEET ECP SHALLOW TRENCH NOTE FOR TRENCHES WHERE PIPE IS LESS THAN 1.5' BELOW FINISH GRADE, OMIT ALL BACKFILL AND PLACE COMPACTED BEDDING TO SUBGRADE OF PAVEMENT ELEVATION. LANDSCAPED AREAS FOR TRENCHES GREATER THAN 5 FEET IN DEPTH, SIDEWALLS SHALL BE SLOPED AT 45 ANGLE OR SUITABLY BRACED OR SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKERS AND THE PROTECTION OF OTHER UTILITIES AS REQUIRED BY OSHA. UNDER PAVEMENT 7 NEW STREET SURFACE AS SPECIFIED, 6" MIN OR MATCH EXIST DEPTH IY COVER AS SPECIFIED SEE BEDDING DETAIL TYPICAL TRENCH SECTION TRENCH WIDTH PIPE DIAMETER MINIMUM WIDTH MAXIMUM WIDTH 4" 1'-6" 2'-6" 6" 1'-6" 2,-6" 8" 1'-8,. 2'-8,. 12" 2'-0" 3'-0" FOR STORM DRAIN INSTALLATIONS GREATER THAN 30" DEEP. SEE SHALLOW TRENCH DETAIL BELOW FOR STORM DRAIN INSTALLATIONS LESS THAN 30" DEEP. A PRIVATE STORM DRAIN TRENCH 12 POLYPRO 11" WIDE STEPS MECHANICALLY INSTALLED AMERICAN STEP ML -10 -NCR OR EQUAL J Ct W a FLEXIBLE JOINT SEALANT (TYP) b 7 N.T.S. EX. 24" C.M.P. EX. 24" C.M.P. PLAN VIEW NEW 18" RCP INFLOW PIPE 24" SHALLOW RING AND COVER MARKED "STORM" DL A1000 HEAVY DUTY (4-1/2") OR EQUAL c7 ADJUSTMENT RINGS CONE 24" TO 36" EX. 24" CMP PIPE CUT AT FACE OF MH 1'--0" VERT. IF DEPTH PERMITS PRECAST MANHOLE SECTION ° CAST IN PLACE SECTION VIEW BASE, T=9" NOTES: 1. SHAPING FOR SMOOTH MANHOLE INVERTS MAY BE DONE BY FORMING OR SHAPING WITH CEMEMT MORTAR. 2. THE MANHOLE STEPS SHALL BE POLYPROPYLENE 3. PRECAST SECTION TO CONFORM TO ASTM C-478. 4. STUB OUTS SHALL EXTEND 2 FEET MINIMUM PAST MANHOLE OUTSIDE DIAMETER AND BE SATISFACTORILY PLUGGED. 5. MANHOLE BASE SHALL BE CONSTRUCTED USING 4500 PSI CONCRETE WITH HIGH EARLY SHALLOW STORM MANHOLE N.T.S. FINISH GRADE LOW PERMEABILITY SOIL BACKFILL (95% COMPACT) BEDDING - SQUEEGIE OR 3/8" WASHED ROCK TO 6" ABOVE PIPE PIPE (SIZE PER PLAN) \// • TRENCH WIDTH 12" MIN I O a 0 O 0 1/4 PIPE OD, 4" MIN OR 2" BELOW BELL WHICHEVER IS GREATER NO. 3 REBAR 6" LONG WELDED TO PLATE AT 18" O.C. EACH SIDE (1/2" ANCHOR BOLTS MAY BE USED.) W+12" 0 1 r-1 1 1 II- o 0 O �p I I l -I BEDDING DETAIL DETECTABLE WARNING TAPE GRANULAR EMBEDMENT MATERIAL 3/8" - 3/4" WASHED ANGULAR CHIPS OR SQUEEGIE UNDISTURBED --II- SOIL SOLID PIPE - _ 7 PIPE SUBGRADE FOUNDATION MATERIAL IF REQUIRED EXPANSION JOINT NON -SLIP RAISED PATTERN TEEL PLATE. t=1/2' EXP. JOINT SECTION A -A * DEPTH OF CHASE IS 4" UNLESS OTHERWISE NOTED. F SIDEWALK CHASE 12 N.T.S. EXISTING GRADE I zj :rr 'inI — rf r RIP RAP GROUT PER PLAN 2' TO 3' I, UNGROUTED 12" RIPRAP 18" MIN. DEPTH --�� SLOPE s -CPC -- ; Ll' - 3 EARTH (0 Sl i....<---1,1 ,1f z °a `fi r \�� ; ,A,mi k 9" BEDDING GRAVEL PAVING EDGE OR CULVERT C ROCK RUN DOWN 12 N.T.S. FINISH EARTH SLOPE AS REQ'D. CULVERT STANDARD CONCRETE FLARED END SECTION PIPE WALL+6" LAYER OF GROUT BETWEEN END SECTION AND TOE WALL 611 1 SECTION VIEW END VIEW -J -J w 0_ I- F.E.S. AND CUT OFF WALL N.T.S. FLARED END SECTION PLAN i MIN. 3D FILTER FABRIC SECTION A -A D MIN. 3D D HEADWALL PLAN RIP -RAP D0Q O o0 Crock Q0 Oc)Q, A < a a MN i r, f _ 61:i :0'n�� C7c)� 00 QD >0,2,0.0 0( D3D ED D 3D • SECTION A -A D N 18" _L FILTER FABRIC O r 1' 4" I/. c) Dyk0 OD O 6290 c2 oQo qCY � 4 O �o��o �O006] Q0DoonnQoD0s� SECTION B -B r FILTER FABRIC RIP -RAP ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 303.604.1634 jim@jlbcivil.com O �IJ w z 00 F-- 6 -- n --Icoo z 0 U SITE WORK DETAILS NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO DATE I APPV © JLB ENGINEERING CONSULTANTS REVISION/ISSUE m til Q a Design JLB Drawn DSS Checked jig Checked Is Date MAY 30, 2016 Jab No. 1432 0- 1432.1 SHEET DET4 12 OF 15 SHEETS September 21, 2016 DEPARTMENT OF PLANNING SERVICES 1555 N 17th AVE GREELEY, CO 80631 WEBSITE: www.co.weld.co.us E-MAIL: kogle@co.weld.co.us PHONE: (970) 353-6100, Ext. 3549 FAX: (970) 304-6498 Mark Ward 3223 Arapahoe Ave Suite 220 Boulder, CO 80303 Subject: SPR16-0011 - SITE PLAN REVIEW FOR A ONE STORY BUILDING WITH A RESTAURANT, BREWERY, BREWPUB, BAR AND CUSTOMER PARKING AREAS IN THE PUD ZONE DISTRICT WITH C-3 (BUSINESS COMMERCIAL)AND I-1 (INDUSTRIAL) USES On parcel(s) of land described as: 2VCC LOT 7 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. 2VCC LOT 6 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. Dear Applicants: Your application and related materials for the request described above are complete and in order at this time. I will schedule a meeting with you at the end of the review period to discuss the referral comments received by our office. It is the policy of Weld County to refer an application of this nature to any town or municipality lying within three miles of the property in question or if the property under consideration is located within the comprehensive planning area of a town or municipality. Therefore, our office has forwarded a copy of the submitted materials to the following Planning Departments for their review and comments: Firestone at Phone Number 303-833-3291 Frederick at Phone Number 720-382-5500 Mead at Phone Number 970-535-4477 Longmont at Phone Number 303-651-8601 It is recommended that you contact the listed Planning Departments for information regarding their process and to answer any questions that might arise with respect to your application. If you have any questions concerning this matter, please call. Respectfully, Digitally signed by Michelle Wall Reason: I am the author of this document Date: 2016.09.21 14:2158 -0600' Kim Ogle Planner October 25, 2016 DEPARTMENT OF PLANNING SERVICES 1555 N. 17TH AVENUE GREELEY, CO 80631 970-400-3549 FAX 970-304-6498 kogle@weldgov.com Mr. Mark Ward Mark Ward Architects 3223 Arapahoe, Suite 220 Boulder, Colorado 80303 Subject: Site Plan Review No. SPR16-0011 Dear Mark: The Department of Planning Services has reviewed your application and related materials for compliancy with the Weld County Code. We find that your proposed Site Plan Review meets the general intent of the Code and it has been conditionally approved by staff. We have enclosed our comments for your case. Please address all issues identified in the staff comments. Prior to submitting the Mylar, please submit one (1) paper copy or one (1) .pdf of your Site Layout Plan map for review by the Department of Planning Services staff. Upon approval please submit a Mylar map along with all other documentation required as conditions of approval. The Mylar map shall be recorded in the office of the Weld County Clerk and Recorder by Department of Planning Services Staff. The map shall be prepared in accordance with the requirements of Section 23-2-160.V of the Weld County Code and shall be submitted within sixty (60) days after the date the Administrative Review was signed. There is an eleven (11) dollar recording fee for the first sheet and 10.00 dollars for each additional sheet and you will be responsible for paying to record the plat. Construction trailers located on site require building and zoning permits. Please make arrangements to obtain the appropriate permits prior to commencing with the site grading. If you need any further information, please feel free to contact me at the above address, telephone number or e- mail address. File: 5PR18-0011 A iN R® and ASSOCIATES Inc architecture and planning Dec 16, 20I6 Evan Pinkham Weld County Public Works Re: SPR I6-0011, Collision Brewing Lots 6 and 7, Vista Commercial Center Skyway Drive Dear Evan, Pursuant to our phone conversations, I am requesting the Weld County standard for curb cuts for this particular use be lessened. As you pointed out, this is a relatively recent standard. It has been raised to 60' radius. I am requesting for our use of a brewery/restaurant the radius be 40'. A 40' radius will exceed any truck that will be entering this site. The deliveries will be by maximum 36' long box trucks in the early morning hours. The balance of entering traffic will be patrons and employees. Per my civil consultant, engineering standards for 60' radii is for very large semi truck trailers that we will not have coming to this site. The 40' design is more than adequate for the anticipated traffic. Thank you for your consideration. Please let me know that this is acceptable so we may proceed. And finalize the site plan review Regards Mark Ward Architect 3223 Arapahoe Ave., Suite 220 eoulderz. Colorado 8O3O3 (3O33 442-12O1 Case Number: SITE PLAN REVIEW Administrative Review Site Plan Review No. SPR16-0011 Parcel Number: 1313-08-2-08-006 1313-08-2-08-007 Applicant: Collision Brewing c/a Squirrel Holdings, LLC; Nan Stuart, Manager Address: 11732 Crystal View Lane, Longmont, Colorado 80504-8453 Representative: Mark Ward, Mark Ward Architects, 3223 Arapahoe, #220, Boulder, CO 80303 Legal Description: Lot 6 and Lot 7, Block 6, 2nd Corrected Vista Commercial Center Filing 2; Part of the NW4 of Section 8, T2N, R68W of the 6th P.M., Weld County, Colorado. Zoning: PUD with C-3 (Business Commercial) and I-1 (Industrial) Zone District uses Proposed Use A Site Plan Review for a one story building with a restaurant, brewery, brewpub, and bar and customer parking areas. Site Plan Review Standards Comments Meets the Intent of the Weld County Code Site Plan Certification Included in Application YES Retention Facilities See comments from the Weld County Engineer YES Offstreet Parking Per Section 23-4-10. through 23-4-40. YES Loading Areas Per Section Sections 23-4-50.A. through 23-4-50.E. One (1) loading area is required and shall be indicated on the site mad, see comments NO Access Per Section 23-3-250 A.3 YES Setback Requirements Per Section 23-3-250.A.4 -- 25 ft. YES Offset Requirements Per Section 23-3-250.A.4 -- 10 ft. YES Landscaping Per Section 26-2-50.A through 26-2-50.D and 23-3- 250.A.5, see comments NO Trash Collection and Storage Per Section 23-3-250.A.6 YES Potable Water Left Hand Water District YES Sewage Disposal St. Vrain Sanitation District YES Environment Standards _ Per Section 23-3-250.B.1 through B.7 YES Collision Brewing do Squirrel Holdings, LLC SPR16-0011 -- Page 1 of 6 Narrative: A Site Plan Review for a 10,030 square foot building for a restaurant including a bar and brewery. The building will have a dining area, bar area, brewery, walk-in cooler and an event room for larger parties. There will be a storage bay and access garage on the south side to serve the building. The adjacent parcel will accommodate the parking for this facility with future parking planned for future development on the adjacent property. This site plan review is approved with the attached conditions: 1. Prior to recording the Site Plan Review Map, the applicant shall address the following to the Department of Planning Services' satisfaction: A. An Improvements and Road Maintenance Agreement is required for offsite improvements at this location. Road maintenance including dust control, damage repair, specified haul routes and future traffic triggers for improvements will be included. (Department of Public Works) B. The applicant shall attempt to address the requirements (concerns) of the Mountain View Fire Protection District, as stated in the referral response received October 19, 2016. Evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (Department of Planning Services) C. The applicant shall submit a plan describing any proposed on -site signs. Any proposed sign shall adhere to Sections 23-4-100 and 23-4-110 and Appendices 23-C, 23-D and 23-E of the Weld County Code. All proposed signs shall apply for and receive a building permit. (Department of Planning Services) D. The applicant shall attempt to address the requirements of the Saint Vrain Sanitation District as stated in the letter dated March 15, 2016 attached to the referral dated September 27, 2016. Written evidence of such shall be provided to the Department of Planning Services. (Saint Vrain Sanitation District) E. The applicant shall submit a drainage narrative stamped and sinned by a Colorado Licensed Professional Engineer indicating the existing detention pond can handle the increased imperviousness. (Department of Planning Services -Engineer) F. The map shall be amended to delineate the following: 1. All pages of the Site Plan Review Map shall be labeled Site Plan Review SPR16-0011. (Department of Planning Services) 2. The Site Plan Review Map shall be prepared in accordance with Sections 23-2-160.W and X of the Weld County Code. (Department of Planning Services) Thai applicant shall show and label the accepted drainage features and drainage flow arrows. (Department of Planning Services -Engineer) 4. Show and label the parking and traffic circulation flow arrows showing how the traffic moves around the property. (Department of Planning Services -Engineer) 5. Skyway Drive is a paved road and is designated on the Weld County Road Classification Plan as a local road which requires 60 feet of right-of-way at full buildout. The applicant shall delineate on the site plan the existing right-of-way. All setbacks shall be measured from the edge of right-of-way. This road is maintained by Weld County. (Department of Public Works) Collision Brewing do Squirrel Holdings, LLC SPR16-0011 -- Page 2 of 6 6. Show and label the approved access (AP16-00111), and the appropriate turning radii on the site plan. (Department of Public Works) 7. Show and label the approved tracking control on the site plan. (Department of Public Works) 8. Show and label the entrance gate set back a minimum of 100ft from the edge of shoulder, if applicable. (Department of Public Works) 9. The applicant shall delineate the location of all curb stops in the parking areas per Section 23-4-30,0 of the Weld County Code. (Department of Planning Services) 10. The applicant shall adhere to the lighting requirements for off-street parking spaces per Section 23-4-30.E of the Weld County Code. (Department of Planning Services) 11. The applicant shall adhere to the lighting standards, in accordance with Section 23-2-250 and Section 23-3-250.B.6 of the Weld County Code. (Department of Planning Services) 12. Should outside storage of vehicles, equipment or materials be permitted on this property, the materials shall be screened from public rights -of -way and all adjacent properties. (Department of Planning Services) 13. The applicant shall include in the Landscape Plan in accordance with Section 26-2-50 and Section 23-3-250.A.5, delineating the following information: a. An installation schedule which specifies when the landscaping will be installed on site. (Department of Planning Services) b. A Plant Material List specifying the Botanical and Common names of all plant material to be installed; the size of the plant material at installation and whether the plant material is to be containerized or B&B. (Department of Planning Services) c. A landscape maintenance schedule which specifically states who will perform maintenance and that maintenance is on -going and shall not end upon final acceptance by the Department of Planning Services. (Department of Planning Services) d. The size, type and color of the gravel mulch shall be noted. (Department of Planning Services) e. The size of the metal edging, if applicable, shall be noted. (Department of Planning Services) f. The method of native grass planting shall be called out as drilled or broadcast and applied at a rate of how many pounds per acre, and/or pounds per square foot. (Department of Planning Services) Per Section 26-2-40 of the Weld County Code — a minimum of 15% of the site must be landscaped, land is considered landscaped if it is used for growing grass, shrubs, trees, plants or flowers; it is covered by decorative gravels or wood chips; or it is otherwise suitably landscaped. 14. At least ten percent (10%) of the area of a parking lot must be landscaped if the lot contains ten (10) or more spaces. This requirement may be counted toward the maximum lot coverage requirement of each zone district. At least seventy-five percent (75%) of the required landscape area shall include living plant material. Trees planted in parking areas should be either in bays or planting islands of at least five (5) feet by five (5) feet. Trees should be distributed throughout the parking area; however, they shall be placed so they do not obstruct visibility for cars and pedestrians. (Department of Planning Services) g. 15. Per Section 26-2-50 D.2.b: That portion of a lot in any zone district which abuts a public or private road right-of-way shall be landscaped with a minimum two -and -one -half -inch -caliper Collision Brewing c/o Squirrel Holdings, LLC SPR16-0011 — Page 3 of 6 shade tree or six-foot minimum height coniferous tree at a distance of ten (10) feet, measured at a right angle from the lot line towards the interior of the lot, for every forty (40) linear feet of street frontage. Trees may be grouped with a maximum distance of one hundred (100) feet between trees or groupings, with exceptions made at entrance drives. (Department of Planning Services) G. The following notes shall be placed on the map: 1. A Site Plan Review for a 10,030 square foot building for a restaurant including a bar and brewery. The building will have a dining area, bar area, brewery, walk-in cooler and an event room for brger parties. There will be a storage bay and access garage on the south side to serve the building. The adjacent parcel will accommodate the parking for this facility with future parking planned for future development on the adjacent property. (Department of Planning Services) 2. In accordance with the Weld County Code, no land, budding or structure shall be changed in use or type of occupancy, developed, erected, constructed, reconstructed, moved or structurally altered or operated in the Commercial Zone District until a Site Plan Review has been approved by the Department of Planning Services. (Department of Planning Services) 3. In the event that a portion of the building is proposed to be leased to another party in the future, the applicant shall submit a copy of the lease agreement and information regarding the proposed use of the leased portion to the Department of Planning Services for review. Based upon the proposed use and/or impacts of the leased portion, the Department of Planning Services may require a new Site Plan Review application. (Department of Planning Services) 4. All signs shall adhere to Chapter 23, Article IV, Division 2 and Appendices 23-C, 23-D and 23-E of the Weld County Code. (Department of Planning Services) 5. This site is located in a Municipal Separate Storm Sewer System (MS4) Area which may trigger specific water quality requirements or other drainage improvements. In addition to compliance with applicable Weld County regulations, property owner is required to be compliant with any additional MS4 requirements. (Department of Planning Services - Engineer) 6. All liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and Facilities Act, 30-20- 100.5, C.R.S.) shaii be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. (Department of Public Health and Environment) 7. No permanent disposal of wastes shall be permitted at this site. This is not meant to include those wastes specifically excluded from the definition of a solid waste in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S. (Department of Public Health and Environment) 8. Waste materials shall be handled, stored, and disposed in a manner that controls fugitive dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions. The applicant shall operate in accordance with Chapter 14, Article 1 of the Weld County Code. (Department of Public Health and Environment) 9. Fugitive dust should attempt to be confined on the property. Uses on the property should comply with the Colorado Air Quality Commission's air quality regulations. (Department of Public Health and Environment) 10. The facility shall adhere to the maximum permissible noise levels allowed in the Commercial Zone as delineated in 25-12-103 C.R.S. (Department of Public Health and Environment) Collision Brewing c/a Squirrel Holdings, LLC SPR16-0011 — Page 4 of 6 11. Adequate drinking, hand washing and toilet facilities shall be provided for employees and patrons of the facility, at all times. A permanent, adequate water supply shall be provided for drinking and sanitary purposes. The facility shall utilize the existing public water supply. (Left Hand Water District) 12. The facility shall utilize the existing public sewer. (Saint Vrain Sanitation District) 13. The facility shall comply with Colorado Retail Food Establishment Rules and Regulations governing the regulation of food service establishments. (Department of Public Health and Environment) 14. The facility shall comply with all applicable rules and regulations of State and Federal agencies and the Weld County Code. (Department of Public Health and Environment) 15. Landscaping materials as indicated in the approved Landscape Plan shall be maintained at all times. Dead or diseased plant materials shall be replaced with materials of similar quantity and quality at the earliest possible time. (Department of Planning Services) 16. All structures, including signs and fire pits on site must obtain the appropriate building permits. (Department of Planning Services) 17. The property owner shall control noxious weeds on the site. (Department of Public Works) 18. The access on the site shall be maintained to mitigate any impacts to the public road including damages and/or offsite tracking. (Department of Public Works) 19. There shall be no parking or staging of vehicles on public roads. On -site parking shall be utilized. (Department of Public Works) 20. The historical flow patterns and runoff amounts on the site will be maintained. (Department of Planning Services -Engineer) 21. Weld County is not responsible for the maintenance of onsite drainage related features. (Department of Planning Services -Engineer) 22. Sources of light shall be shielded so that light rays will not shine directly onto adjacent properties where such would cause a nuisance or interfere with the use on the adjacent properties in accordance with the plan. Neither the direct, nor reflected, light from any light source may create a traffic hazard to operators of motor vehicles on public or private streets. No colored lights may be used which may be confused with, or construed as, traffic control devices. (Department of Planning Services) 23. Building Permits issued on the proposed lots will be required to adhere to the fee structure of the Weld County Road Impact Program. (Department of Planning Services) 2. The applicant shall submit one (1) electronic (.pdf) copy or one (1) paper copy of the site plan review map for preliminary approval to the Department of Planning Services. Upon approval of the map, the applicant shall submit a Mylar, along with all other documentation required as conditions of approval. The Mylar shall be recorded in the office of the County Clerk and Recorder by the Department of Planning Services. The Mylar and additional requirements shall be recorded within one hundred twenty (120) days from the date the administrative review was signed. The applicant shall be responsible for paying the recording fee. If the Site Plan Review Map has not been recorded within one hundred twenty (120) days from the date the administrative review was signed, or if an applicant is unwilling or unable to meet any of the conditions within one hundred twenty (120) days of approval, the application will be forwarded to the Weld County Code Compliance for violation. The Director of Planning Services may grant an extension of time, for good cause shown, upon a written request by the applicant. (Department of Planning Services) Collision Brewing do Squirrel Holdings, LLC SPR16-0011 -- Page 5 of 6 3. Prior to the release of building permits: A. A Final Site Plan and building construction plans must be submitted to the Mountain View Fire Protection District for review and approval. The applicant shall submit written evidence of approval to the Department of Building Inspection. (Mountain View Fire Protection District) B. Upon approval by the Department of Planning Services, the Site Plan Review map shall be prepared per Section 23-2-260.0 of the Weld County Code and submitted to the Department of Planning Services to be recorded. (Department of Planning Services) C. Building Permits issued on the proposed lots will be required to adhere to the fee structure of the Weld County Road Impact Program. (Department of Planning Services) 4. Prior to the release of the Certificate of Occupancy: A. A final inspection of the occupancy will be required by a member of the Mountain View Fire Protection District. (Mountain View Fire Protection District) 5. Prior to Construction: A. The approved access and tracking control shall be constructed prior to on -site construction (Department of Public Works) B. If more than one (1) acre is to be disturbed, a Weld County Grading Permit will be required. (Department of Planning Services -Engineer) Signed: K1 Ogle, Planning Services Collision Brewing do Squirrel Holdings, LLC SPR16-0091 -- Page 6 of 6 October 25, 2016 Submit by Email Weld County Referral September 21, 2016 The Weld County Department of Planning Services has received the following item for review: Applicant: SQUIRREL HOLDINGS LLC Case Number: SPR16-0011 Please Reply By: October 19, 2016 Planner: Kim Ogle Project: SITE PLAN REVIEW FOR A ONE STORY BUILDING WITH A RESTAURANT, BREWERY, BREWPUB, BAR AND CUSTOMER PARKING AREAS IN THE PUD ZONE DISTRICT WITH C-3 (BUSINESS COMMERCIAL) AND I-1 (INDUSTRIAL) USES Location: APPROXIMATELY 845FT EAST OF FAIRVIEW AVENUE; SOUTH OF AND ADJACENT TO SKYWAY DRIVE Parcel Number: 131308208007-R8922000 Legal: 2VCC LOT 7 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. Parcel Number: 131308208006-R8921900 Legal: 2VCC LOT 6 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. ❑ We have reviewed the request and find that it does / does not comply with our Comprehensive Plan because: • We have reviewed the request and find no conflicts with our interests. ❑ See attached letter. Signature Agency BPascoe Zoning Compliance Date 09/21/2016 Weld County Planning Dept. 1555 N 17th Ave, Greeley, CO. 80631 (970) 353-6100 ext,3540 (970) 304-6498 fax Submit by Email Weld County Referral September 21, 2016 The Weld County Department of Planning Services has received the following item for review: Applicant: SQUIRREL HOLDINGS LLC Case Number: SPR16-0011 Please Reply By: October 19, 2016 Planner: Kim Ogle Project: SITE PLAN REVIEW FOR A ONE STORY BUILDING WITH A RESTAURANT, BREWERY, BREWPUB, BAR AND CUSTOMER PARKING AREAS IN THE PUD ZONE DISTRICT WITH C-3 (BUSINESS COMMERCIAL) AND I-1 (INDUSTRIAL) USES Location: APPROXIMATELY 845FT EAST OF FAIRVIEW AVENUE; SOUTH OF AND ADJACENT TO SKYWAY DRIVE Parcel Number: 131308208007-R8922000 Legal: 2VCC LOT 7 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. Parcel Number: 131308208006-R8921900 Legal: 2VCC LOT 6 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. ❑ We have reviewed the request and find that it does / does not comply with our Comprehensive Plan because: • We have reviewed the request and find no conflicts with our interests. ❑ See attached letter. Signature Agency CAPT ALAN CALDWELL Date 092316 WCSO Weld County Planning Dept. 1555 N 17th Ave, Greeley, CO. 80631 (970) 353-6100 ext,3540 (970) 304-6498 fax Submit by Email Weld County Referral September 21, 2016 The Weld County Department of Planning Services has received the following item for review: Applicant: SQUIRREL HOLDINGS LLC Case Number: SPR16-0011 Please Reply By: October 19, 2016 Planner: Kim Ogle Project: SITE PLAN REVIEW FOR A ONE STORY BUILDING WITH A RESTAURANT, BREWERY, BREWPUB, BAR AND CUSTOMER PARKING AREAS IN THE PUD ZONE DISTRICT WITH C-3 (BUSINESS COMMERCIAL) AND I-1 (INDUSTRIAL) USES Location: APPROXIMATELY 845FT EAST OF FAIRVIEW AVENUE; SOUTH OF AND ADJACENT TO SKYWAY DRIVE Parcel Number: 131308208007-R8922000 Legal: 2VCC LOT 7 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. Parcel Number: 131308208006-R8921900 Legal: 2VCC LOT 6 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. ❑ We have reviewed the request and find that it does / does not comply with our Comprehensive Plan because: ❑ We have reviewed the request and find no conflicts with our interests. ❑ See attached letter. Signature Agency Date Weld County Planning Dept. 1555 N 17th Ave, Greeley, CO. 80631 (970) 353-6100 ext,3540 (970) 304-6498 fax Submit by Email Weld County Referral September 21, 2016 The Weld County Department of Planning Services has received the following item for review: Applicant: SQUIRREL HOLDINGS LLC Case Number: SPR16-0011 Please Reply By: October 19, 2016 Planner: Kim Ogle Project: SITE PLAN REVIEW FOR A ONE STORY BUILDING WITH A RESTAURANT, BREWERY, BREWPUB, BAR AND CUSTOMER PARKING AREAS IN THE PUD ZONE DISTRICT WITH C-3 (BUSINESS COMMERCIAL) AND I-1 (INDUSTRIAL) USES Location: APPROXIMATELY 845FT EAST OF FAIRVIEW AVENUE; SOUTH OF AND ADJACENT TO SKYWAY DRIVE Parcel Number: 131308208007-R8922000 Legal: 2VCC LOT 7 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. Parcel Number: 131308208006-R8921900 Legal: 2VCC LOT 6 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. ❑ We have reviewed the request and find that it does / does not comply with our Comprehensive Plan because: • We have reviewed the request and find no conflicts with our interests. ❑ See attached letter. Signature Agency Gloria Hice-Idler CDOT Date 09/227/16 Weld County Planning Dept. 1555 N 17th Ave, Greeley, CO. 80631 (970) 353-6100 ext,3540 (970) 304-6498 fax MEMORANDUM TO: Kim Ogle, Planning Services DATE: October 12, 2016 FROM: Janet Lundquist, Public Works SUBJECT: SPR16-0011 Ward The Weld County Department of Public Works has reviewed this proposal. Staff comments made during this phase of the application process may not be all-inclusive, as other issues may arise during the remaining application process. COMMENTS: General Project Information/Location: Project description: SITE PLAN REVIEW FOR A ONE STORY BUILDING WITH A RESTAURANT, BREWERY, BREWPUB, BAR AND CUSTOMER PARKING AREAS IN THE PUD ZONE DISTRICT WITH C-3 (BUSINESS COMMERCIAL) AND I-1 (INDUSTRIAL) USES This project is south of and adjacent to Skyway Drive and is west of Dehning Way. Parcel number 131308208007 & 131308208008. Access is from Skyway Drive. Access: An access permit has been approved for the access to the site (AP16-00111). AP16-00111 Special Requirements or Comments: "Parcel 131308208007 & 131308208008. Utilize NEW access points on Skyview Dr. (3 -Small Commercial) located approx.. 420 ft. 530 ft. & 675 ft. West of Dehning Way" For shared accesses, Public Works strongly recommends that the property owner establish an access road maintenance agreement so future owners of the properties will be aware of their requirements for shared maintenance of the access road. This is not a requirement for the recorded exemption but is recommended to avoid property owner conflicts in the future. Entrance gates (if applicable) must be set back a minimum of 100 feet from edge of shoulder to allow a truck with trailer or RV to pull completely off of the roadway and open the gate. In no case shall any vehicle(s) stopped to open a gate be allowed to create a safety issue for roadway users. When feasible, there shall be no net increase in the number of accesses to a public road. Contact Public Works to discuss your access. Roads: Skyway Drive is a paved road and is designated on the Weld County Road Classification Plan as a local road, which requires 60 feet of right-of-way at full buildout. The applicant shall delineate on the site plan the future and existing right-of-way. All setbacks shall be measured from the edge of future right-of-way. This road is maintained by Weld County. Traffic: Latest ADT on Skyway Drive was taken on 6/17/2015 which counted 488 vpd with 10% trucks. The traffic information submitted with the application materials indicated that there will be approximately 635 daily roundtrips. Due to the posted speed limit on Skyway Drive auxiliary lanes will not be required upfront. However, if a safety problem develops at the access point. The design and construction of auxiliary lanes may be required at the facility access. TRACKING CONTROL: Tracking control is required to prevent tracking from the site onto public roadways. Minimal standards are listed below. Temporary Tracking Control shall be used during construction unless permanent tracking control is installed ahead of construction activities. More than 10 round truck trips/day (tandem or semi -trucks) or more than 50 round passenger vehicles trips: • Access onto gravel roads requires a tracking control device and a minimum of 300ft of recycled asphalt or road base. • Access onto paved roads requires either a tracking control devise and 100ft of asphalt OR 300ft of asphalt. *Recycled concrete is not allowed in County ROW **Tracking control devices can be double cattle guards or other specialized device *** Tracking control for unmaintained public ROW is required just prior to entering publically maintained roadways. A development standard will be included on the recorded site plan. "The access shall be maintained to mitigate any impacts to the public road including damages and/or offsite tracking." A variance request for alternatives to the above tracking control can be submitted to the Traffic Division of Public Works for review and consideration. Improvements and Road Maintenance Agreement: An Improvements Agreement between the Applicant and the County will be required for this project. Items may include the approved haul route(s), outline when offsite improvements will be triggered, and include a maintenance agreement for the haul routes. Improvements/Road Maintenance Agreement: An example agreement is available at: http://www.co.weld.co. us/Departments/PlanningZoninq/LandUseApplicationsAssistance/ApplicationAssist ance.html An Improvements Agreement is required for sites with required offsite improvements. Collateral is required to ensure the improvements are made. Road Maintenance is typically included as a section of the Improvements Agreement when the County feels that the site activities may impact the County roadways. Possible mitigations included in the road maintenance agreement may include but are not limited to: dust control, specified haul routes, damage repairs, and future improvement triggers. CONDITIONS OF APPROVAL: A. An Improvements and Road Maintenance Agreement is required for offsite improvements at this location. Road maintenance including dust control, damage repair, specified haul routes and future traffic triggers for improvements will be included. (Department of Public Works) B. The plan shall be amended to delineate the following: 1. Skyway Drive is a paved road and is designated on the Weld County Road Classification Plan as a local road which requires 60 feet of right-of-way at full buildout. The applicant shall delineate on the site plan the existing right-of-way. All setbacks shall be measured from the edge of right-of- way. This road is maintained by Weld County. (Department of Public Works) 2. Show and label the approved access(es) (AP16-00111), and the appropriate turning radii on the site plan. (Department of Public Works) 3. Show and label the approved tracking control on the site plan. 4. Show and label the entrance gate set back a minimum of 100ft from edge of shoulder. (Department of Public Works) Prior to Construction: A. The approved access and tracking control shall be constructed prior to on -site construction. (Department of Public Works) DEVELOPMENT STANDARDS (NOTES ON THE SITE PLAN) 1. The property owner shall control noxious weeds on the site. (Department of Public Works) 2. The access on the site shall be maintained to mitigate any impacts to the public road including damages and/or offsite tracking. (Department of Public Works) 3. There shall be no parking or staging of vehicles on public roads. On -site parking shall be utilized. (Department of Public Works) r1 couNTY WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 North 17th Avenue, Greeley, CO 80631 www,weldhealth,org Memorandum To: Kim Ogle From: Lauren Light, Environmental Health Services Date: October 11, 2016 Re: SPR16-0011 Squirrel Holdings LLC Environmental Health Services has reviewed this Site Plan Review for a restaurant, brewery, brewpub, bar and customer parking in the PUD zone district. According to the application, Left Hand Water District will provide water and Saint Vrain Sanitation District will provide sewer. Letters from both Districts were included with the application The facility shall comply with the Colorado Retail Food Establishment Rules and Regulations. We have no objections to the proposal; however, we recommend that the following requirements be incorporated into the permit as development standards: 1. All liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S.) shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. 2. No permanent disposal of wastes shall be permitted at this site. This is not meant to include those wastes specifically excluded from the definition of a solid waste in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S. 3. Waste materials shall be handled, stored, and disposed in a manner that controls fugitive dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions. The applicant shall operate in accordance with Chapter 14, Article 1 of the Weld County Code. 4. Fugitive dust should attempt to be confined on the property. Uses on the property should comply with the Colorado Air Quality Commission's air quality Health Administration Vital Records Icic: 9/0 304 6410 Fax: 9/0-301-641'2 Public Health & Clinical Services I cic: 9/0 304 6420 Fax: 9/0-304-6416 Environmental Health Communication, Services Education & Planning Tele:970-304-6415 Tele:970-304-6470 Fux: 970-304-6411 Fox: 970-304-6452 Emergency Preparedness & Response Tele: 970-304-6470 Fax: 970-304-6462 Public Health Submit by Email Weld County Referral September 21, 2016 The Weld County Department of Planning Services has received the following item for review: Applicant: SQUIRREL HOLDINGS LLC Case Number: SPR16-0011 Please Reply By: October 19, 2016 Planner: Kim Ogle Project: SITE PLAN REVIEW FOR A ONE STORY BUILDING WITH A RESTAURANT, BREWERY, BREWPUB, BAR AND CUSTOMER PARKING AREAS IN THE PUD ZONE DISTRICT WITH C-3 (BUSINESS COMMERCIAL) AND I-1 (INDUSTRIAL) USES Location: APPROXIMATELY 845FT EAST OF FAIRVIEW AVENUE; SOUTH OF AND ADJACENT TO SKYWAY DRIVE Parcel Number: 131308208007-R8922000 Legal: 2VCC LOT 7 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. Parcel Number: 131308208006-R8921900 Legal: 2VCC LOT 6 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. ® We have reviewed the request and find that it does / does not comply with our Comprehensive Plan because: O We have reviewed the request and find no conflicts with our interests. See attached letter. Signature C - _ l Agency \:1-%.. \ Date Weid County Planning Dept. 1555 N 17th Ave, Greeley, CO. 50631 {970) 353-6100 ext 3540 (970) 304-6498 fax ."144#\`7 MOUNTAIN VIEW R1ScuE Qoicuurfro October 19, 2016 MOUNTAIN VIEW FIRE RESCUE 3561 North Stagecoach Road, Unit 200• Longmont, CO 80504 (303) 772-0710 • FAX (303) 651-7702 Mr. Kim Ogle Weld County Planning Department 1555 North 17`" Avenue Greeley, CO 80631 Dear Mr. Ogle: I have reviewed the submitted material for the Squirrel Holdings, LLC brewery and restaurant proposed for construction at 1440 Skyway Drive in Weld County (Case Number: SPR16-0011) and shall make the following comments with regard to the plans: • The building 10,000 square feet and protected throughout with an automatic fire sprinkler system. In accordance with Appendix B of the International Fire Code, the required fire flow for the building is 1,500 gallons per minute, measured at a residual pressure of 20 pounds per square inch. Based on previous flow tests conducted, the Fire District recognizes the required fire flow is available. • Fire apparatus access to the building appears to be adequate as indicated on the plans. Fire apparatus access roads must be designed and maintained to support the imposed loads of fire apparatus (75,000 pounds). • Building construction plans and the final site plan showing a code analysis which includes, the gross square footage of the building, the building construction type, and occupancy classification(s) must be submitted to the Fire District for review and approval before building permits may be issued. Nothing in this review is intended to authorize or approve of any aspect of this project that does not comply with all applicable codes and standards. We appreciate being involved in the planning process. Should you have any questions, please contact me at 303-772-0710 x 1121. Sincerely, LuAnn Penfold Fire Marshal cc: project file Ip 10.03.16 www.mvfpd.org b .63 ai Weld County Referral September 21, 2016 The Weld County Department of Planning Services has received the following item for review: Applicant: SQUIRREL HOLDINGS LLC Case Number: SPR16-0011 Please Reply By: October 19, 2016 Planner: Kim Ogle Project: SITE PLAN REVIEW FOR A ONE STORY BUILDING WITH A RESTAURANT, BREWERY, I3REWPUB, BAR AND CUSTOMER PARKING AREAS IN THE PUD ZONE DISTRICT WITH C-3 (BUSINESS COMMERCIAL) AND I-1 (INDUSTRIAL) USES Location: APPROXIMATELY 845FT EAST OF FAIRVIEW AVENUE; SOUTH OF AND ADJACENT TO SKYWAY DRIVE Parcel Number: 131308208007-R8922000 Legal: 2VCC LOT 7 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. Parcel Number: 131308208006-R8921900 Legal: 2VCC LOT 6 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. fl We have reviewed the request and find that it does / does not comply with our Comprehensive Plan because: We have reviewed the request and find no conflicts with our interests. See attached letter. Signature Agency Date Weld County Planning Dept. 1555 N 17th Aye, Greeley, CO. 80631 (970) 353-6100 ext.3540 (970) 304-6498 fax • r� St. Vraili SANITATION DISTRICT March 15, 2016 Mark Ward 3223 Arapahoe Ave, Suite 220 Boulder, CO 80303 RE: Lot 7, Block 6 Vista Commercial, Longmont CO 80501 The above land parcel is within the St. Vrain Sanitation District (SVSD) 208 service area and will be served contingent upon submission and approval of the following: • An electronic PDF file of the construction drawings (civil and plumbing) - The drawings must show the sanitary sewer service line from the building to the main, with a monitoring manhole as well as the interior layout showing bathrooms, sinks etc. Please refer to SVSD Details #15 and #16 (attached). • Completion of the Non -Residential Waste Survey - Explaining the anticipated site activities and their potential to generate pollutants. This helps the District determine if additional follow-up is needed on issues such as safe chemical storage or on -site wastewater handling or treatment (attached). • If the nature of the activity is such that pretreatment of wastewater is required, plans for such treatment units must be included for approval. Example: Grease or sand oil interceptors, or other specialized treatment of industrial wastes such as pH neutralization or metal removal. • Construction of necessary lines to serve the property. • Proof of water meter size. • Payment of $90 plan review fee, per submittal and re -submittal. • Purchase of sanitary sewer connection. Construction may begin after a letter authorized by the District is sent to the developer or owner stating construction plans are approved and all conditions have been met. Service will be subject to St. Vrain Sanitation District Policy, Rules and Regulations. Sincerely, Elizabeth Csotty Project Assistant cc Robert Fleck 11307 Business Park Circle Firestone, Colorado 80504 303.776.9570 Main 303.485.I968 Fax www.stsan.com regulations. 5. The facility shall adhere to the maximum permissible noise levels allowed in the Commercial Zone as delineated in 25-12-103 C.R.S. 6. Adequate drinking, hand washing and toilet facilities shall be provided for employees and patrons of the facility, at all times. A permanent, adequate water supply shall be provided for drinking and sanitary purposes. The facility shall utilize the existing public water supply. (Left Hand Water District) 7. The facility shall utilize the existing public sewer. (Saint Vrain Sanitation District) 8. The facility shall comply with Colorado Retail Food Establishment Rules and Regulations governing the regulation of food service establishments. 9. The facility shall comply with all applicable rules and regulations of State and Federal agencies and the Weld County Code. b .63 ai Weld County Referral September 21, 2016 The Weld County Department of Planning Services has received the following item for review: Applicant: SQUIRREL HOLDINGS LLC Case Number: SPR16-0011 Please Reply By: October 19, 2016 Planner: Kim Ogle Project: SITE PLAN REVIEW FOR A ONE STORY BUILDING WITH A RESTAURANT, BREWERY, I3REWPUB, BAR AND CUSTOMER PARKING AREAS IN THE PUD ZONE DISTRICT WITH C-3 (BUSINESS COMMERCIAL) AND I-1 (INDUSTRIAL) USES Location: APPROXIMATELY 845FT EAST OF FAIRVIEW AVENUE; SOUTH OF AND ADJACENT TO SKYWAY DRIVE Parcel Number: 131308208007-R8922000 Legal: 2VCC LOT 7 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. Parcel Number: 131308208006-R8921900 Legal: 2VCC LOT 6 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. fl We have reviewed the request and find that it does / does not comply with our Comprehensive Plan because: We have reviewed the request and find no conflicts with our interests. See attached letter. Signature Agency Date Weld County Planning Dept. 1555 N 17th Aye, Greeley, CO. 80631 (970) 353-6100 ext.3540 (970) 304-6498 fax • r� St. Vraili SANITATION DISTRICT March 15, 2016 Mark Ward 3223 Arapahoe Ave, Suite 220 Boulder, CO 80303 RE: Lot 7, Block 6 Vista Commercial, Longmont CO 80501 The above land parcel is within the St. Vrain Sanitation District (SVSD) 208 service area and will be served contingent upon submission and approval of the following: • An electronic PDF file of the construction drawings (civil and plumbing) - The drawings must show the sanitary sewer service line from the building to the main, with a monitoring manhole as well as the interior layout showing bathrooms, sinks etc. Please refer to SVSD Details #15 and #16 (attached). • Completion of the Non -Residential Waste Survey - Explaining the anticipated site activities and their potential to generate pollutants. This helps the District determine if additional follow-up is needed on issues such as safe chemical storage or on -site wastewater handling or treatment (attached). • If the nature of the activity is such that pretreatment of wastewater is required, plans for such treatment units must be included for approval. Example: Grease or sand oil interceptors, or other specialized treatment of industrial wastes such as pH neutralization or metal removal. • Construction of necessary lines to serve the property. • Proof of water meter size. • Payment of $90 plan review fee, per submittal and re -submittal. • Purchase of sanitary sewer connection. Construction may begin after a letter authorized by the District is sent to the developer or owner stating construction plans are approved and all conditions have been met. Service will be subject to St. Vrain Sanitation District Policy, Rules and Regulations. Sincerely, Elizabeth Csotty Project Assistant cc Robert Fleck 11307 Business Park Circle Firestone, Colorado 80504 303.776.9570 Main 303.485.I968 Fax www.stsan.com Submit by Email Weld County Referral September 21, 2016 The Weld County Department of Planning Services has received the following item for review: Applicant: SQUIRREL HOLDINGS LLC Case Number: SPR16-0011 Please Reply By: October 19, 2016 Planner: Kim Ogle Project: SITE PLAN REVIEW FOR A ONE STORY BUILDING WITH A RESTAURANT, BREWERY, BREWPUB, BAR AND CUSTOMER PARKING AREAS IN THE PUD ZONE DISTRICT WITH C-3 (BUSINESS COMMERCIAL) AND I-1 (INDUSTRIAL) USES Location: APPROXIMATELY 845FT EAST OF FAIRVIEW AVENUE; SOUTH OF AND ADJACENT TO SKYWAY DRIVE Parcel Number: 131308208007-R8922000 Legal: 2VCC LOT 7 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. Parcel Number: 131308208006-R8921900 Legal: 2VCC LOT 6 BLOCK 6 2ND CORR VISTA COMMERCIAL CENTER FG #2 of the 6th P.M., Weld County, Colorado. The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. ® We have reviewed the request and find that it does / does not comply with our Comprehensive Plan because: O We have reviewed the request and find no conflicts with our interests. See attached letter. Signature C - _ l Agency \:1-%.. \ Date Weid County Planning Dept. 1555 N 17th Ave, Greeley, CO. 50631 {970) 353-6100 ext 3540 (970) 304-6498 fax ."144#\`7 MOUNTAIN VIEW R1ScuE Qoicuurfro October 19, 2016 MOUNTAIN VIEW FIRE RESCUE 3561 North Stagecoach Road, Unit 200• Longmont, CO 80504 (303) 772-0710 • FAX (303) 651-7702 Mr. Kim Ogle Weld County Planning Department 1555 North 17`" Avenue Greeley, CO 80631 Dear Mr. Ogle: I have reviewed the submitted material for the Squirrel Holdings, LLC brewery and restaurant proposed for construction at 1440 Skyway Drive in Weld County (Case Number: SPR16-0011) and shall make the following comments with regard to the plans: • The building 10,000 square feet and protected throughout with an automatic fire sprinkler system. In accordance with Appendix B of the International Fire Code, the required fire flow for the building is 1,500 gallons per minute, measured at a residual pressure of 20 pounds per square inch. Based on previous flow tests conducted, the Fire District recognizes the required fire flow is available. • Fire apparatus access to the building appears to be adequate as indicated on the plans. Fire apparatus access roads must be designed and maintained to support the imposed loads of fire apparatus (75,000 pounds). • Building construction plans and the final site plan showing a code analysis which includes, the gross square footage of the building, the building construction type, and occupancy classification(s) must be submitted to the Fire District for review and approval before building permits may be issued. Nothing in this review is intended to authorize or approve of any aspect of this project that does not comply with all applicable codes and standards. We appreciate being involved in the planning process. Should you have any questions, please contact me at 303-772-0710 x 1121. Sincerely, LuAnn Penfold Fire Marshal cc: project file Ip 10.03.16 www.mvfpd.org PROJECT DATA OWNER/CLIENT: COLLISION BREWING LOTS 641, BLOCK 6 VISTA COMMERCIAL CENTER WELD, COUNTY COLORADO ARCHITECT: M. WARD AND ASSOCIATES 3223 ARAPAHOE AVENUE, SUITE 220 BOULDER, COLORADO 80303 303-442-1201 phone LANDSCAPE ARCHI TECT: NATURE'S DESIGN 15614 INDIANA GULCH ROAD JAMESTOWN, COLORADO 50455 303-451-3333 phone CIVIL ENGINEER: JLB ENGINEERING CONSULTANTS 134 PEAR COURT LOUISVILLE, COLORADO SOO27 3O3 -6O4 -I634 phone PARKING & ZONING BREAKDOWN PARKING SPACES REQUIRED: BAR/RESTAURANT I SPACE PER 6 SEATS: EMPLOYEES I SPACE PER 2 EMPLOYEES: STORAGE I SPACE PER 400 S.F. = 2,630 S.F / 400: TOTAL PARKING REQUIRED: TOTAL PARKING PROVIDED: (3) HANDICAP SPACES PROVIDED EACH SPACE IS 51>(111 WITH 5' 4 5' SHARED COMMON AISLES ZONING: O-3/1-I/I-25 MUD SETBACKS: FRONT: REAR: SIDE: = 35 SPACES = 5 SPACES = 1 SPACES = 53 SPACES = 11 SPACES HIDE 25' 10' 101 LAND USE BREAKDOWN CATEGORY AREA PERCENT BUILDING COVERAGE: 1,115 S.F. 8.7396 PARKING AND DRIVES: PROPOSED FUTURE TOTALS 46,363 S.F. 11,552 S.F. 63,115 S.F. 40.45% 15.31% 55.16% PEDESTRIAN HARDSCAPE: 2,408 S.F. 2.10% TRASH ENCLOSURE: 151 S.F. 0.16% OPEN SPACE (LANDSCAPED) 38,110 S.F. 33.25% TOTAL: LOT SIZE (LOTS 6 4 1) 114,615 S.F. 1OO% 2.63 ACRES HASTE DISPOSAL/RECYGL 1 NC COMPANY WESTERN DISPOSAL 5800 BUTTE MILL RED BOULDER CO 80301 303-444-2031 LEGAL DESCRI PTI ON LOTS 6 4 1, BLOCK 6, CORRECTED PLAT, VISTA COMMERCIAL CENTER FILING 2, A TRACT OF LAND IN SECTION 5, TOWNSHIP 2 NORTH, RANGE 65 WEST P.M., COUNTY OF WELD, STATE OF COLORADO. SHEET INDEX ARCHITECTURAL SPR-'1 SITE PLAN / PROJECT INFORMATION SPR-2 PROJECT INFORMATION / DETAILS SPR-3 BUILDING FLOOR PLAN SPR-4 BUILDING ELEVATIONS LANDSCAPE L-1 LANDSCAPE PLAN CIVIL SITE SITE PLAN ECP EROSION CONTROL PLAN MDP MASTER DRAINAGE PLAN PGP GRADING PLAN MUP MASTER UTILITY PLAN jE R1 60' radii ACCESS PERMIT NO. AP16-OOIlI LOT 8 GAS Fl ••• ----GAS GA w 60' radii SITE PLAN REVIEW MAP LOTS b & 7 , BLOCK b VISTA COMMERCIAL CENTER WELD COUNTY, COLORADO Planning Engineer still needs the applicant to submit a certification of compliance before submitting the drawing set for recording. N OO° 241' ST' E 2OO.OO' GAS G AS E GAS w SS PROJECT SIGN SEE DETAIL 9 ry 4,TYPf KP O ASPHALT PAVING (TYPICAL) --� SS ss w ss w SS w Ss ss w w SS SS w w SS SS SK ''4AY DRIVE (SOR.O .1^1.) ss 12'-6 1/2" S 0a° 26115.2 E 216.54' rrr� 3 GAS _ CONCRETE PATIO FIREPIT CONCRETE PATIO -GAS _ CONCRETE PATIO" 6' CONCRETE SIDEWALK FIREPIT CAS —-r c RETAINING WALL LOT 56,507 S.F. 12`-l0 1/2" 60' radii ACCESS PERMIT NO. API6-00II1 Include ROW information for Skyway Drive. Book, page, reception number, recording date. Ss ss O O w SS SS w w 60' radii ACCESS PERMIT NO. API6-00111 CD 25'-O" 7- TRAFFIC CIRCULATION FLOW PA i i E•I N (TYPICAL) tj O 0 0 '-5'?'.: IF -.It GREASE y l , INTERECEPTOR T 011 1' 1 1'-3 1/2" 25'-O" - WIDE CONCRETE DRIVE 54'-O" n O , 45'-O„ CONCRRETE DRIVE LANDSCAPE ISLAND (TYPICAL) — ASPHALT PAVING (TYPICAL) 12'-0" r..www� r r �� 2q' 51 E 286.54 O O W 1`-211/2' 3" ITE P • IN PAR ING STRI (TYPICAL) 12'-O" --- 40'-O" O 0 N 12'-O" 25'-O" SS SS w w w ss w SS 60' radii w N 00° 24151" E 2OO.0x_ I I O LIMIT OF FUTURE ASPHALT PARKING J FUTURE PARKING 65`-0" LANDSCAPE ISLAND (TYPICAL) 25'-0" a FUTURE PARKING — 63'-0" B 9-5" 1 LOT/' 5.5,14& S.F. ASPHALT PAVING (TYPICAL) 33'-0" FREESTANDING LIGHT STANDARDS WITH SHARP CUTOFF REFLECTORS 250W METAL HALIDE LAMP IN HORIZONTAL POSITION TYPICAL (12 TOTAL) O 0 O - '- TRASH ENCLOSURE SEE DETAIL) RETAINING WALL S SS° 2O' Si" E 200.14' SOUTH LINE NE 1/4, W11/4, SECTION I5 --` w SITE PLAN SCALE: 1" = 20'-0" r r LIMIT OF FUTURE ASPHALT PARKING 1 I se&'20151"E 200.14' SS ��^ r r rr� 2q' 51"E 214.54 w SS - 8'-3 1/2" LOT 5 8'-O 1/2" SITE PLAN REVIEW SPRI 6-0011 Ph. 303.442-1201 0 0 0 U 0 0 N N 2 z z 170 0 .c a N N c') SPR1 A Site Plan Review for a 10,030 square foot building for a restaurant including a bar and brewery. . . . Did the building size decrease in area? NOTES A SITE PLAN REVIEW FOR A G,a4:15 SQUARE FOOT BUILDING FOR A RESTAURANT INCLUDING A BAR AND BREWERY. THE BUILDING WILL HAVE A DINING AREA, BAR AREA, BREWERY, WALK-IN COOLER AND AN EVENT ROOM FOR LARGER PARTIES. THERE WILL BE A STORAGE BAY AND ACCESS GARAGE ON THE SOUTH SIDE TO SERVE THE BUILDING. THE ADJACENT PARCEL WILL ACCOMMODATE THE PARKING FOR THIS FACILITY WITH FUTURE PARKING PLANNED FOR FUTURE DEVELOPMENT ON THE ADJACENT PROPERTY. (DEPARTMENT OF PLANNING SERVICES). 2. IN ACCORDANCE WITH THE WELD COUNTY CODE, NO LAND, BUILDING OR STRUCTURE SHALL BE CHANCED IN USE OR TYPE OF OCCUPANCY, DEVELOPED, ERECTED, CONSTRUCTED, RECONSTRUCTED, MOVED OR STRUCTURALLY ALTERED OR OPERATED IN THE COMMERCIAL ZONE DISTRICT UNTIL A SITE PLAN REVIEW HAS BEEN APPROVED BY THE DEPARTMENT OF PLANNING SERVICES. (DEPARTMENT OF PLANNING SERVICES). 3. IN THE EVENT THAT A PORTION OF THE BUILDING IS PROPOSED TO BE LEASED TO ANOTHER PARTY IN THE FUTURE, THE APPLICANT SHALL SUBMIT A COPY OF THE LEASE AGREEMENT AND INFORMATION REGARDING THE PROPOSED USE OF THE LEASED PORTION TO THE DEPARTMENT OF PLANNING SERVICES FOR REVIEW. BASED UPON THE PROPOSED USE AND / OR IMPACTS OF THE LEASED PORTION, THE DEPARTMENT OF PLANNING SERVICES MAY REQUIRE A NEW SITE PLAN REVIEW APPLICATION. (DEPARTMENT OF PLANNING SERVICES) . 4. ALL SIGNS SHALL ADHERE TO CHAPTER 25, ARTICLE IV, DIVISION 2 AND APPENDICES 23-C, 25-D, AND 25-E OF THE WELD COUNTY CODE. (DEPARTMENT OF PLANNING SERV I GES) . 5. THIS SITE IS LOCATED IN A MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) AREA WHICH MAY TRIGGER SPECIFIC WATER QUALITY REQUIREMENTS OR OTHER DRAINAGE IMPROVEMENTS. IN ADDITION TO COMPLIANCE WITH APPLICABLE WELD COUNTY REGULATIONS, PROPERTY OWNER IS REOU I RED TO BE COMPLIANT WITH ANY ADDITIONAL M54 REQUIREMENTS. (DEPARTMENT OF PLANNING SERVICES). 6. ALL LIQUID AND SOLID WASTES (AS DEFINED IN THE SOLID WASTES DISPOSAL SITES AND 1. FACILITIES ACT, 5O-2O-IOO.5, C.R.S) SHALL BE STORED AND REMOVED FOR FINAL DISPOSAL IN A MANNER THAT PROTECTS AGAINST SURFACE AND GROUNDWATER CONTAMINATION. (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT). NO PERMANENT DISPOSAL OF HASTES SHALL BE PERMITTED AT THIS SITE. THIS IS NOT MEANT TO INCLUDE THOSE WASTES SPECIFICALLY EXCLUDED FROM THE DEFINITION OF A SOLID WASTE IN THE SOLID WASTES DISPOSAL SITES AND FACILITIES ACT, 50-20-100.5, G.R.S. (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT). 8. HASTE MATERIAL SHALL BE HANDLED, STORED, AND DISPOSED IN A MANNER THAT CONTROLS FUGITIVE DUST, FUGITIVE PARTICULATE EMISSIONS, BLOWING DEBRIS, AND OTHER POTENTIAL AL NUISANCE CONDITIONS. THE APPLICANT SHALL OPERATE IN ACCORDANCE WITH CHAPTER 14, ARTICLE I OF THE WELD COUNTY CODE. (DEPARTMENT OF PUBL I C HEALTH AND ENVIRONMENT) . FUGITIVE DUST SHOULD ATTEMPT TO SE CONFINED ON THE PROPERTY. USES ON THE PROPERTY SHOULD COMPLY WITH THE COLORADO AIR QUALITY COMMISSION'S AIR QUALITY REGULATIONS. (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT). 1O. THE FACILITY SHALL ADHERE TO THE MAXIMUM PERMISSIBLE NOISE LEVELS ALLOWED IN THE COMMERCIAL ZONE AND DELINEATED IN 25-12-103 G.R.S. (DEPARTMENT OF PUBLIC, HEALTH AND ENVIRONMENT). II. ADEQUATE DRINKING, HAND WASHING AND TOILET FACILITIES SHALL BE PROVIDED FOR EMPLOYEES AND PATRONS OF THE FACILITY, AT ALL TIMES. A PERMANENT, ADEQUATE WATER SUPPLY SHALL BE PROVIDED FOR DRINKING AND SANITARY PURPOSES. THE FACILITY SHALL UTILIZE THE EXISTING PUBLIC WATER SUPPLY. (LEFT HAND WATER D I STR1 CT). 12. THE FACILITY SHALL UTILIZE THE EXISTING PUBLIC SEWER. (SAINT VRAIN SANITATION DISTRICT). I. THE FAG I L I TY SHALL COMPLY WITH COLORADO RETAIL FOOD ESTABLISHMENT RULES AND REGULATIONS GOVERNING THE REGULATION OF FOOD SERV I CE ESTABLISHMENTS. (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT). 14. THE FAG I L I TY SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF STATE AND FEDERAL AGENCIES AND THE WELD COUNTY CODE. (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT). 15. LANDSCAPING MATERIALS AS INDICATED IN THE APPROVED LANDSCAPE PLAN SHALL BE MAINTAINED AT ALL TIMES. DEAD OR DISEASED PLANT MATERIALS SHALL BE REPLACED WITH MATERIALS OF SIMILAR QUANTITY AND QUALITY AT THE EARLIEST POSSIBLE TIME. (DEPARTMENT OF PLANNING SERVICES). I. ALL STRUCTURES, INCLUDING SIGNS AND FIRE PITS ON SITE MUST OBTAIN THE APPROPRIATE BUILDING PERMITS, (DEPARTMENT OF PLANNING SERVICES) . 11. THE PROPERTY OWNER SHALL CONTROL NOXIOUS WEEDS ON THE SITE. (DEPARTMENT OF PUBLIC WORKS). lb. THE ACCESS ON THE SITE SHALL SE MAINTAINED TO MITIGATE ANY IMPACTS TO THE PUBL I G ROAD INCLUDING DAMAGES AND / OR OFFSITE TRACKING. (DEPARTMENT OF PUBLIC WORKS). Ici. THERE SHALL BE NO PARKING OR STAGING OF VEHICLES ON PUBLIC ROADS. ON -SITE PARKING SHALL BE UTILIZED. (DEPARTMENT OF PUBLIC WORKS) 20. THE HISTORICAL FLOW PATTERS AND RUNOFF AMOUNTS OF THE SITE WILL BE MAINTAINED. (DEPARTMENT OF PLANNING SERVICES - ENGINEER.). 21. WELD COUNTY IS NOT RESPONSIBLE FOR THE MAINTENANCE OF ONS I TE DRAINAGE RELATED FEATURES. (DEPARTMENT OF PLANNING SERVICES - ENGINEER). 22. SOURCES OF LIGHT SHALL BE SHIELDED SO THAT LIGHT RAYS WILL NOT SHINE D I RE QTLY ONTO ADJACENT PROPERTIES WHERE SUCH WOULD CAUSE A NUISANCE OR INTERFERE WITH THE USE ON THE ADJACENT PROPERTIES IN ACCORDANCE WITH THE PLAN. NEITHER THE DIRECT, NOR REFLECTED, LIGHT FROM ANY LIGHT SOURCE MAY CREATE A TRAFFIC HAZARD TO OPERATORS OF MOTOR VEHICLES ON PUBLIC OR PRIVATE STREETS. NO COLORED LIGHTS MAY SE USED WHICH MAY BE CONFUSED WITH, OR CONSTRUED AS, TRAFFIC CONTROL DEVICES. (DEPARTMENT OF PLANNING SERVICES). 23. BUILDING PERMITS ISSUED ON THE PROPOSED LOTS WILL B E REQUIRED TO ADHERE TO THE FEE STRUCTURE OF THE WELD COUNTY ROAD IMPACT PROGRAM. (DEPARTMENT OF PLANNING SERVICES). 0 0 COLLISION BREWING O 1O" x 2" STEEL CHANNEL FRAME (5' DIAMETER) I/4" Si LtL SIGN FACE (SIGN TEXT ANC' FONT PER OWNER) 3/4" PLATE STEEL GUSSETS 3/4" PLATE STEEL GUSSETS 3" TUBE STEEL WITH ATTACHED LIGHT FIXTURE ..fir 8" DIAMETER STEEL PIPE POST 5/4" STEEL SASE PLATE WITH MIN. (4) 3/4" ANCHOR BOLTS ��-- 24" DIAMETER x 48" CONCRETE PEIR FRONT/REAR VIEW 4" CONCRETE SLAB RECYCLE BINS 4'-O" B'-4" 7'-4° PLAN 6`-O" 4'-O" X B'-4" III�1�1 7'-4" 0 O 9 ){ fi // I 1,-0" FRONT ELEVATION x8 CONCRETE BLOCK ACCENT BANE, Sxbxl6 CONCRETE BLOCK HALL 1 8'-8" 1 — S I DE ELEVATION r SIDE VIEW STEEL_ POOR FRAME Sx&xlb CONCRETE BLOCK WALL - MATCH BUILDING STEEL SWING BAR LATCH 7/8"4>x5" STEEL SLEEVE WELDED TO POOR FRAME 5/8"0 STEEL. 'HINGE' PIN WELDED TO CHANNEL SLOPE CONCRETE FOR PRA I NAGE TRASH ENCLOSURE DETAILS SPR2 SCALE: 3/16" =11-0" CODE REVIEW (2012 IBC) APPL I GABLE GODES : ONE STORY BUILDING 2012 INTERNATIONAL BUILDING CODE 2O12 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL FUEL CAS CODE 2O12 INTERNATIONAL PLUMBING CODE 2O12 INTERNATIONAL FIRE CODE 2O11 NATIONAL ELECTRIC CODE 2006 INTERNATIONAL ENERGY CONSERVATION CODE CONSTRUCTION TYPE (SECTION 602.5) ALLOWABLE AREA INCREASES: BASIC ALLOIABLE FLOOR AREA PER FLOOR (TABLE 5O5): SPRINKLER SYSTEM (SECTION 506.3): 6,000x300% = OCCUPANCY: A-2 - RESTAURANT (SECTION 3O3) 5-2 -- STORAGE, ACCESSORY STORAGE (SECTION 51 1) OCCUPANCY LOAD CALCULATION (TABLE 1004.1.2): A-2 - RESTAURANT - SEATING' (4,341 S.F. / 15): KITCHENS, COMMERCIAL (3,015 S.F. / 200): OUTDOOR AREAS (625 S.F. /15): S-2 - STORAGE - ACCESSORY STORAGE (2,650 S.F. / 500): 471,845 5.F. V -B (SPRI NKLEREI7) 6,000 S.F. 24,000 S.F. 7,565 S.F. 2,650 S.F. 281.8 15.041 41.66 556 TOTAL OCCUPANCY PLUMBING FIXTURE CALCULATION OCCUPANCY TYPE AREA TOTAL OCCUPANTS MEN -- WC WOMEN - WC LAVATORIES SERVICE SINK RATIO WC RATIO WC RATIO M W A2 BAR 1,150 S.F. TI / 2 = 38.5 EA 1:4O .4t6 1:4O .q6 I:75 0.5 0.5 A2 RESTAURANT 6,215 S.F. 21O / 2 = 135 EA 1 :15 I.& 1:15 I.8 1:2OO 0.1 O.1 5-2 STORAGE 2,630 S.F. 9 / 2 = 5 EA I:IOO 0.05 1:1OO 0.05 11OO 0.05 0.05 TOTAL REQUIRED 2.81 2.81 1.25 1.25 I TOTAL PROVIDED EMPLOYEE RESTROOM 2 INC 2 URINALS* 5 INC 2 2 I I UNISEX 1 UNISEX -*PER SECTION 41q.2, URINALS MAY BE SUBSTITUTED FOR UP TO 6?% OF THE REQUIRED WATER CLOSETS - TOTAL OCCUPANT LOAD DIVIDED IN HALF - 50% MALE AND 50% FEMALE - CALCULATIONS INCLUDE SEASONAL OUTDOOR AREAS AND EMPLOYEE INC (I) AND LAVATORY (0 - DRINKING FOUNTAIN NOT REQUIRED AS DRINKING WATER FREE OF CHARGE IS AVAILABLE =.1. ' aj Prior to recording the Site Plan Review Map, the applicant shall address the following to the Department of Planning Services' satisfaction: A. An Improvements and Road Maintenance Agreement is required for offsite improvements at this location. Road maintenance including dust control, damage repair, specified haul routes and future traffic triggers for improvements will be included. (Department of Public Works) COMMENT: OUTSTANDING ISSUE - CONTACT EVAN PINKHAM AT 970.400.3727 FOR ASSISTANCE B. The applicant shall attempt to address the requirements (concerns) of the Mountain View Fire Protection District, as stated in the referral response received October 19, 2016. Evidence of such shall be submitted in writing to the Weld County Department of Planning Services. (Department of Planning Services) COMMENT: OUTSTANDING ISSUE - PROVIDE LETTER FROM MOUNTAIN VIEW DEMONSTRATING CONDITION MET C. The applicant shall submit a plan describing any proposed on -site signs. Any proposed sign shall adhere to Sections 23-4-100 and 23-4-110 and Appendices 23-C, 23-D and 23-E of the Weld County Code. All proposed signs shall apply for and receive a building permit. (Department of Planning Services) COMMENT: CONDITION MET D. The applicant shall attempt to address the requirements of the Saint Vrain Sanitation District as stated in the letter dated March 15, 2016 attached to the referral dated September 27, 2016. Written evidence of such shall be provided to the Department of Planning Services. (Saint Vrain Sanitation District) COMMENT: OUTSTANDING ISSUE - PROVIDE LETTER FROM ST VRAIN SAN DEMONSTRATING CONDITION MET E. The applicant shall submit a drainage narrative stamped and signed by a Colorado Licensed Professional Engineer indicating the existing detention pond can handle the increased imperviousness. (Department of Planning Services -Engineer) COMMENT: OUTSTANDING ISSUE - CONTACT HAYLEY BALZANO, PLANNING DEVELOPMENT ENGINEER AT 970.400.2552 FOR ASSISTANCE ffi VICINITY MAP NOT TO SCALE SITE PLAN REVIEW SPRI6-OO1 I (0 r- 0 C.:‘,1 r. T' Li Z °a1 III L) 0 N ziS `_ MIMMI (1) III i c ID o v. Wm a �"'. ,c - CI d ° �� d < „Li I) 4io O to u4 r� m or m W 4' a�-al 0 <2 a m CO N rJ III III C0 z c, ,M.. W Q nr- 0 ) rd Z m 8 � � J od0 mzv0 Z c0 tfj O 8U W V 0 III III CA) ) 101-0" 311„0„ 71-0" 41'-O" I61-3" C4) 0 9 sVtfl 0 0 0 6° 0 0 i _J STEEL LADDER TO ROOF ACCESS HATCH ° FD O.H. POOR 0 0 FIRE 11II 1 EXHAUST GRINDER 11101 ft _ TRENCH DRAIN - SLOPE LAB BR RY Doc COVERED ENTRY • OFFICE I01 I HAL! 1O& 1 COLUMN YPICAL) (T RE: STRUCTURAL T ir EMPLOYEE-_- LOCKER-4--- rIOST 4' WINDOW dNE- WAY -- GLASS) r�L STUDS 7 "1- J T 1•i L PROVIDE STAINLESS STEM 'ANC -LS IS" ON E 51 F OF 11900 "--r.OORD.C HI KITC PL \I r KITCHEN 1 104 1 0 9 m 101-a" DINING 11031 • N ..� v; 111 Y2 HALLWAY I 11021 VES I STORAGE 1 ° FD EMPLOYEE RESTROOM LAUNDRY 113 1 1 114 1 °FP I -HOUR WALL - FULL HEIGHT TO STRUCTURE ABOVE STORAGE 1116 MECHANICAL/ ELE1 TRI CAL 1 115 MEN ac 1NOMEN (-TYPICAL) COLUMN ( GAL.) RE: STRUCTURAL EVENT ROOM 1 11� 1 a BAR 120 Cr 0 fli I- a z_ 6 (COOLER 1211 122 INSULATED COOLER HALLS AND CEILING. SEALED CONCRETE SLAB OVER RIGID INSULATION. RECESS SLAB. FINAL DETAILING `TRENCH DRAI SLOPE SLAB TAP ROOM 1124I BAR TOP O.H: POOR. (I'IXE1) 23'-0" 31'-O" I' -O" -r-a1, KNOX BOX .. _ le -3 1/2" *4'-0" 1 GovEREP PATIO - CC b1 -b CC ME BAR TOP O.H: DOOR (FIXED) • 4' 0 ry FIRE PIT IOE COVERED O PATIO .• . O 0Di 4'-011 C OE 0 m 0 0 0 9 I61-3 1/4" 40'-0" 12'_5„ 41-0" 41'--0" 1b1 -S" 1051-5" CA) (16) 1 FLOOR PLAN SCALE: 118" = 1'-0" ( U CD FIRE PIT SITE PLAN REVIEW SPRI6-001 I 11/7/2O16 a z .c E Lij �a oc (J -0 co ca) �S C) Ph. 303.442.1201 O r') 0 0 0 0 0 4- 3 C 0 0 0 a 0 wa l Z < LU UO ti J J 0er0 'F- -J o O < SPR3 T.O. NALL ! 18'-O" 4 1.0. 0.H. DOOR 112'-2" 4 T.O. DOOR 10'T'-2" TOP OF SLAB 100'-O" O 40, T.O. ROOF 125'-3" T.O. ROOF 122'-3" 3,-0„ 4) STONE GAP- TYPI GAL SCUPPER AND OVERFLOW DRAIN (T'i'PIGAU n4 MASONRY STONE GAP - VENEER TYP GAL DOWNSPOUT (TYPICAL) LAMINATED VENEER PANELS EAST ELEVATION SCALE: Co) 118" = 1'-0" STUGGO DECORATIVE STONE VENEER r5� T.O. ROOF sr 125E-3" WtAKEr T.O. ROOF 122"-3" 3'-0" 9 N ii 0 N In 12 DECORATIVE STONE VENEER • T.O. WALL 120'-O" • T.O. HALL 118'-O" T44 a OP OF SLAB 100`-O" (2) 11-6'1 672) 1 MASONRY VENEER LAMI NATED VENEER PANELS SOUTH ELEVATION SCALE: 1/8" = 1'-0" WEST ELEVATION SCALE: l� 1/8" = 1'-0" NORTH ELEVATION SCALE: 1/8" = 1'-0" ( 4.) METAL. AWNINS MASONRY � SCUPPER AND OVERFLOW DRAIN (TYPICAL) DOWNSPOUT (TYPICAL) L T.O. WALL • 125`-3" T.O. WALL 12O' -O" T.O. WALL • I18' -O" 4, TOP OF WINDOW 110'-0" T.O. DOOR • 10T-2" 4, TOP OF SLAB 100'-O" • T.O. WALL • k18` -D" T.O. O.H. DOOR AL T.O. DOOR IO1'-2" TOP OF SLAB I00' -D" AL T.O. HALL 125'-5" • T.O. WINDOW ▪ 116'-6" oh, T.O. DOOR Nlw I O1'-2" oL TOP OF SLAB 100'-0" SITE PLAN REVIEW SPRI 6-0011 O 0 c0 0 0 V 0 CO 0 0 N 0 7 Q a 0 Q. 0 tV r� ! 4 4 4"414 44 e ! . 4. . . . . 4 4 4 4 ! 4 ' { 4 4 4 4 ! ' 4 4 ! ! 4 4 4 { ` 4 4 4 44 40444 44 4 44f ` e • 4 • • 4 e • 4 • • I 4 ` *4444 4 4 •4 4 44 4 4 4 ` 4 4 4 4 4 4 < 4 4 1 4 4 4 4 4 4 4 , •• 0 444.4 • +• 4 . 4 . •4' SOD.e4 •4.4.4.•4 •44 4441 `FIREPIT 4 4 - - - - • • r feed ▪ • 4 4 e 4 ` 4 4 4 4 < ' ' 4 4 4 4 4 4 ▪ ' ' ' ' ' ' ' . t 44 4 4 4 4 4 4 4 4 • 4 + e 4• . 4 e 4 •4 4 4 6, 4 4 4 •4 FIREPIT4 • e 4• 4 e < . 4. 4•. •''i • 4444• ' 44444 . 44 4 • 4 4 4 4 4 4 4 4 4 ! 4 t 4 t t 4 4 • • ' { 4 4 4 4 4 • tt 1 4 4 i • � 4 � • 4 . eff . . • • 4 4 4 4 4 4 . 6 4 4 4 ' 4 4 4 4 6 4• 4 4 ✓ 4 4 4 4 4 4 4 4 4 4 4 ▪ 4 4 4 4 4 4 • 4 • 4 4 4 4 4, 4 4 444t44s 4,• 4 4 ' 4 • 4 I 4 •,E SOD,t, • t 4 . 4 1 4 414144-1.4 444••4••+ 4 '•' 4 4 4 4 4 4. 4 4 4 4 4 4 * 4 4 4 4 4 4 • • + • 4 • ' 4 4 4 4 r• 4 . 4 4 44 4 4 4 4 4 4 4 4 4 1 *4 I F• 1 4 4 4 4 4 4 • •t. 4 • ' ' 4 4 • 4 '' 4 1 e 4 4 4 1 ' 4 4 • t .• 4• 4 • ' ' • 4•4 r 4 4 ' ' 4 4 4 4 4 4 4 4 ' 444 4 4 4 4 4 < 41. 4 4 • ' ' • • • I 4 4 ••• 4 4 4 4 e t 4 4 2 4 4 4 4 4 t 4 4 4 4 t t t 4 4 4 4444 4 . 4 414 6 4 •• • ' ' 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44. 4 44 4 4 4 4 4 4 4 4 • 4 4 4 . 4 '• ' ' ' 1 ' 4 1' ' 4! 2 4 4 4 4 4 4 4' 4 4 . 4 4 4 4 4 4 4 4 4 4 4 4 4 4 ♦ 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 t 44 4 4 4 4 4 4 44 temporary truck parking for food and beverage service? r L ' ' ' 4 4 4 4 4 4 4 • r 4 r t 4 4 r 4 • 4 •.4 ` 4 • • 4 r 4 4 4 4 4' 4 4 4 4 r 4 4 44 t ' . 4 4 4 44 44 ' 4 • 4 ' r • S 88? 20' 51" E 200.14' S 88? 20' 51" E 200.14' Skyway Drive is a paved road and is designated on the Weld County Road Classification Plan as a local road which requires 60 feet of right-of-way at full buildout. The applicant shall delineate on the site plan the existing right-of-way. The applicant shall delineate the location of all curb stops in the parking areas per Section 23-4-30.D of the Weld County Code + + + - - + + + + + + + +++ DRY SEED F + + + + + + + -F + + + + + + + ± + -F + + + + + + + + + + + + + + + + + + - F + + + + + + + + + 4- - F + + + + + + + + + + + + + + + + - F - t--- -I---+ - + + + + + + 4- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -I- + + + + 4- + + + + + + + + + + + + + + + + + + + + + + + + + + + + 11 + + + + -F + + + 4 + + + + + + + + 4- + + + +-++F + + + + + + + + + + + -+- 1- 4- + -I- + + + + + + + -F + -I- + + + + 4- + + + + -F + + +- + + + + -F + + + + + + + + + + + + + + -F + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + -I- + + ± 4- + + + + + + + + + + + + + + + + -F + + + + + + + + + + + + + + + + + + + + + + + + -t 1- + + + + + + + + + + + + -F + + + -F + ± -I- + + + + + + + + + + + + + + + -I- + + + + -F -t- -F + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -t- . a- -+- -1- + + + -t + + + + + TEMPORARY + + + + ++++++ DRY SEED + + + +++++ + + + + ++++aWHERE DISTURBED ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _F + + + + + -I- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -F + + + + + + + + + + + + + + + + + + + + + f- + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -I + + + -F 4- + + + + + + + + + + + 1 + + + + + + + + + + + + + + + + + + I- + + -+ + + + + + + + + + + + + + + + -�- + + -}' + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + A ISCAPE D SCALE: 1" = 20 I + + + ± + + + + + + + + + + + + + + L + + + + + + + +0.0' + + + AN i + + 40,0f- + E 0.0` > ----- + + + + LANDSCAPE CONSTRUCTION NOTES 1. THERE ARE NO EXISTING WOODY PLANTS OR NATURAL LAND FEATURES ON THE SITE. 2. SEED AND SOD AREAS SHALL RECEIVE 3 CU. YDS. OF COMPOST PER 1000 SF TILLED TO A DEPTH OF 6"-8". ALL SEED AND SOD AREAS SHALL THEN BE GRADED TO A UNIFORMLY SMOOTH GRADE PER GRADING PLAN (SEE CIVIL). 3. PERENNIAL/ANNUAL FLOWER BED(S) SHALL BE PREPARED BY TILLING 2-3" ORGANIC COMPOST AND SUPER PHOSPHATE TO A DEPTH OF 8-10". SURFACE SHALL THEN BE GRADED TO A UNIFORMLY SMOOTH GRADE PER GRADING PLAN (SEE CIVIL). 4. SEED SHALL BE A BLEND OF LOW GROWING DRYLAND GRASSES, SUCH AS ARKANSAS VALLEY'S SEED MIX 'LOW GROW MIX', DRILL SEEDED AT A RATE OF 8-10 LBS. PER 1000 S.F., AND HYDROMULCHED. 5. SOD SHALL BE A DROUGHT TOLERANT BLUEGRASS MIX, SUCH AS THERMAL BLUE. 6. ALL TREES AND SHRUBS SHALL BE PLANTED AND STAKED PER THE CONSTRUCTION DETAIL ON THIS SHEET. 7. SHRUB BEDS AS SHOWN ON THE PLAN SHALL RECEIVE A 3" LAYER OF 3/4" CRUSHED GRANITE ROCK MULCH (OR EQUIVALENT) OVER LANDSCAPE FABRIC. ALL TREES AND SHRUBS SHALL BE RINGED WITH NATURAL COLOR GORILLA HAIR CEDAR MULCH WITH NO FABRIC UNDERLAY PER THE CONSTRUCTION DETAIL ON THIS SHEET. PERENNIAL/ANNUAL FLOWER BEDS SHALL RECEIVE A 2" LAYER OF NATURAL COLOR GORILLA HAIR CEDAR MULCH WITH NO FABRIC UNDERLAY. 8. EDGING SHALL BE INSTALLED BETWEEN ALL SHRUB BEDS AND GRASS AREAS. EDGING SHALL BE 4" METAL ROLL TOP. IRRIGATION NOTES: 1. EACH VALVE SHALL IRRIGATE A LANDSCAPE WITH SIMILAR SITE, SLOPE AND SOIL CONDITIONS AND PLANT MATERIAL WITH SIMILAR HYDROZONE WATERING NEEDS. 2. PROPER IRRIGATION EQUIPMENT, SCHEDULES, AND REPEAT CYCLES SHALL BE USED TO MINIMIZE RUNOFF. 3. SOD AND SHRUBS (AND TREES IN SHRUB BED AREAS) SHALL BE PLACED ON SEPARATE ZONES. 4. SOD AREAS SHALL BE IRRIGATED WITH ROTOR AND/OR POP-UP SPRAY HEADS. 5. DRYLAND SEEDED AREAS MAY BE TEMPORARILY IRRIGATED ON SEPARATE ZONE(S) AT OWNER'S DISCRETION. 6. SHRUB/TREES IN SHRUB BED AREAS SHALL BE DRIP IRRIGATED. 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE PEAK SEASON IRRIGATION WITHIN A SIX NIGHT, SIX HOUR PER NIGHT WATERING PERIOD. 8. IRRIGATION SYSTEM SHALL INCLUDE AN ELECTRIC AUTOMATIC CONTROLLER WITH MULTIPLE PROGRAMS AND MULTIPLE REPEAT AND REST CYCLE CAPABILITIES AND A FLEXIBLE CALENDAR PROGRAM. CONTROLLER SHALL BE CAPABLE OF TEMPORARILY SHUTTING DOWN THE SYSTEM BY UTILIZING INTERNAL/EXTERNAL OPTIONS SUCH AS RAIN AND WIND SENSORS AND HAVE THE ABILITY TO ADJUST RUN TIMES BASED ON A PERCENTAGE OF MAXIMUM EVAPOTRANSPIRATION RATE. LANDSCAPE MAINTENANCE PLAN LANDSCAPE SHALL BE MAINTAINED IN GOOD QUALITY CONDITION, FREE OF DEBRIS AND WEEDS AT ALL TIMES THROUGHOUT THE YEAR BY THE OWNER(S) OR ASSIGNS. A REGULAR WEEKLY MAINTENANCE DURING THE GROVANG SEASON SHALL INCLUDE BUT NOT BE LIMITED TO MOWING AND TRIMMING IRRIGATED SOD, REMOVING CLIPPINGS IF NOT MULCHED, REMOVING ANY TRASH AND/OR DEBRIS FROM THE ENTIRE SITE, HAND WEEDING THE PLANTING BEDS IF NECESSARY. INSPECT THE IRRIGATION SYSTEM (REPAIRING IF NECESSARY). KEEPING THE IRRIGATION SYSTEM IN EXCELLENT REPAIR IS CRITICAL FOR PROPER COVERAGE, ESPECIALLY IN A LOW WATER USE LANDSCAPE SUCH AS THIS. DRYLAND SEED AREAS SHALL BE MAINTAINED SUCH THAT GRASSES AND WEEDS ARE NOT PERMITTED TO GROW TALLER THAN 12". THE PROPERTY OWNER SHALL NOT ALLOW THE GROWTH OF NOXIOUS WEEDS. LANDSCAPE KEY FOR PLANT MATERIAL AND GROUND PLANE note: there are no existing woody plants or natural land features on the site. (f. 2.5" CAL. STREET TREES • 2" CAL. DECIDUOUS SHADE TREE 1.5" CAL. DECIDUOUS ORNAMENTAL TREE 6' CONIFEROUS TREE #5 SHRUB F r e '4 • 4 • + • + + f t+ + • 4 + t•4 4 4 • 4 4 • 4 , 4 4 ' + + + + + + + + + + + + SOD (see landscape construction notes) DRY SEED (see landscape construction notes) MULCH (see landscape construction notes) QTY PLANT LIST KEY ≤BOTANIC NAME EVERGREEN TREE OPPOSITE SIDE SAME IIJIII1l TRUNK PLUMB AND STRAIGHT 8" GREEN STEEL TEE POSTS WITH BLADE ON TREE SIDE MULCHED, SOD -FREE BASE AROUND TREES PLANT PI TWO TIMES LARGER THAN BALL DIAMETER 'MIIjtjI I ROOT BALL TO BE 2" ABOVE FINISHE GRADE BACKFILL lu3�l!!I DECIDUOUS TREE OPPOSITE SIDE SAME NW 4,,. NW TREES UNDER TREES 3" 3" CLP CU' AND UP STAKING PLAN NOTES: 1. WRAP TRUNK WITH 4" TREE WRAP DURING LATE FALL AND WINTER MONTHS. 2. DETAIL tS TYPICAL IN INTENT ONLY. RUN DOUBLE STRAND 12 GAUGE WIRE THROUGH GROMMETS IN 2" NYLON STRAP. RUN WIRE TO POST AND TWIST FOR SLIGHT TENSION PROTECTIVE CAP SECURED TO STAKE c. DECIDUOUS SHRUB EVERGREEN SHRUB BACK FILL I III!I / FINISH GRADE WITH WOOD MULCH Iles I! UNDISTURBED SUBGRADE REMOVE ALL FOREIGN MATERIALS FROM TRUNK AND BALL FOLD BACK TOP HALF OF UNTREATED BURLAP PLANT PIT TWO TIMES LARGER THAN BALL DIAMETER. ROOT BALL ------ TO BE 1" ABOVE FINISHED GRADE TREES AND SHRUBS PLANTING DETAIL H2o indicates water needs of plant: H ligh water (18-20 gallons per s.f. per season) M Moderate water (10 gallons per s.f. per season L Low water (0-3 gallons per s.f. per season) No additional irrigation water needed after establishment TREES: 4 !: ACS ACER X CRIMSON SUNSET 3 AFA ACER X FREEMAN!' AUTUMN BLAZE 4 G GLEDITSIA TRI. INERM IS'SHAD IAASTER' 2 MR MALUS'RADIANT' 2 PPP PINUS POMNROSA QUB CUS RUBRA TOTAL TREES SHRUBS: 6 iikA AM ELANCI'IIER ALNIFOLIA SASKATOON SERVICEBERRY 20 AAB AROMA ARBUTIFOLIA 'BRILLIANTISSIMA' BRILLIANT RED CHOKB3ERRY 13 AGC ACERGINNALA'COMPACTA' DWARF AMUR MAPLE COMMON NAME CRIMSON SUNSET MAPLE AUTUMN BLAZE MAPLE SHADEMASTER HONEYLOCUST RADIANT CRABAPPLE PONDEROSA PINE NORTHERN RB] OAK 7 BTC BERBER'S THI S tGII'CRIMSON PYGMY' 12 :CAK CALAMAGROSTIS BRACHYTRICHA 9 ≥ M SSP MISCANTHUS SINENSUS PURPURASCENS PAR PEROVSKIA ATRIPLICIFOLIA 3 PB PRUNUS BESSEYI 5 PC PRUNUS CISTENA 3 PVM PRUNUS VIRGIMANA MELANOCARPA 20 LRA RIBES ALPINUM V N 16 RTA RHUS TRILOBATA 'AUTUMN AM BB? - ^! 8 . RWM ROSA MITE M BDILAND 1 RXC ROSA X 'CHAMPLAIN' 5 ; SJG SPIRAEA JAPONICA 'GOLDFLAM E' 137: TOTAL SHRUBS CRIMSON PYGMY BABY FEATHER REED GRASS #5 PURPLE MAIDEN GRASS RUSSIAN SAGE .__. a„ .. , . _. #5 . L WESTERN SANDCFRY #5 L PURPLE -LEAF PLUM I #5 L -M NATIVE CHOKECF tRY #5 L M :ALPINE CURRANT #5 L SIZE H2o 25" 'M 2.5" L 2" L 6' L 2.5" _..M #5 #5 L -M L -M M CRYING THREE -LEAF SUMAC #5 �.,.:L WHITE SHRUB ROSE #5 L CHERRY RED SHRUB ROSE #5 L GOLDFLAM E SPIRED #5 M NOTE PLANT COUNT IS SHOWN AS A COURTESY ONLY. IF A DISCREPANCY EXISTS BETWEEN PLANT COUNT AIM LANDSCAPE PLAN, LA CAPE PLAN TAKES PRECEDENCE. GRADUALLY REDUCE THE WATER APPLICATIONS ON TURF AND PLANTINGS AFTER THE INITIAL PLANTING PERIOD TO ENSURE PROPER ROOT ESTABLISHMENT FOR DROUGHT TOLERANCE. MANY OF THE SHRUB BEDS WILL NOT NEED IRRIGATION AFTER ESTABLISHMENT EXCEPT IN EXTREME DROUGHT CONDITIONS, IF THE PLANTS HAVE BEEN ESTABLISHED PROPERLY. AFTER ESTABLISHMENT PERIOD, RE -PROGRAM IRRIGATION CLOCK SEASONALLY TO THE APPROPRIATE APPLICATION RATE. WINTERIZE THE SYSTEM IN THE LATE FALL TO PREVENT FREEZE DAMAGE. IF DROUGHT CONDITIONS PERSIST IN WINTER MONTHS IN THE FIRST TWO YEARS OF GROWTH, WATERING THE LANDSCAPE IS CRITICAL EITHER HAND WATER, TRUCK WATER, OR TURN ON SYSTEM AND RE -WINTERIZE AFTER USE. USE BMP'S (BEST MANAGEMENT PRACTICES) OF THE LANDSCAPE INDUSTRY TO SCHEDULE FERTILIZATION, AERATION, MULCH REPLACEMENT, AND PLANT REPLACEMENT. USE PM (INTEGRATED PEST MANAGEMENT) PRACTICES FOR PEST, DISEASE, AND WEED CONTROL. USE CHEMICAL CONTROL OF PEST, DISEASE, AND WEEDS ONLY AS A LAST RESORT. RETAIN THE SERVICES OF A QUALIFIED ARBORIST TO INSPECT THE TREES AND SHRUBS ONCE A YEAR, ESPECIALLY FOR THE FIRST THREE YEARS. THE ARBORIST SHOULD CHECK FOR DISEASE AND/OR PESTS AND IF STRUCTURAL PRUNING OF THE DECIDUOUS TREES IS NECESSARY. (THE FIRST THREE SEASONS OF GROWTH ON DECIDUOUS TREES IS CRITICAL FOR PROPER WATERING AND PRUNING TO ENSURE A LONG LIVED HEALTHY TREE). INSTALL WINTER WRAP ON TREE TRUNKS OF TENDER BARKED DECIDUOUS TREES IN NE FALL AND REMOVE IN THE SPRING. INSPECT THE INITIAL STAKING, WIRE, AND STRAPPING OF THE TREES PERIODICALLY TO ENSURE THAT THE WIRE AND STRAPPING IS IN PROPER PLACEMENT. REMOVE INITIAL STAKING, WIRE, AND STRAPPING FROM TREES AFTER TWO WINTER SEASONS. THE SHRUBS HAVE BEEN CAREFULLY SELECTED SO AS NOT TO OVERGROW THE SPACE IN WHICH THEY ARE PLANTED. ONLY PRUNE OUT DEAD AND DAMAGED BRANCHES OF DECIDUOUS SHRUBS. DO NOT SHAPE THEM WITH SHEARING. ORNAMENTAL GRASSES SHOULD BE CUT TO THE GROUND IN LATE WINTER OR EARLY SPRING BEFORE NEW GROWTH APPEARS. WOODY PERENNIALS SUCH AS POTENTILLA AND RUSSIAN SAGE SHOULD BE CUT TO THE GROUND EVERY FEW YEARS TO REJUVENATE GROWTH AND BLOOM. SITE PLAN REVIEW SPRI6-0011 INSTALLATION SCHEDULE AND ON -GOING MAINTENANCE: 1. LANDSCAPING AS SHOWN ON APPROVED LANDSCAPE PLAN SHALL BE INSTALLED IN CONCURRENCE WITH BUILDING AND SITE CONSTRUCTION. AFTER ALL UNDERGROUND UTILITIES (INCLUDING OUTDOOR LIGHTING) HAVE BEEN INSTALLED, ALL SITE DRAINAGE FEATURES HAVE BEEN COMPLETED, ALL SITE GRADING HAS BEEN ESTABLISHED, AND ALL FLATWORK HAS BEEN COMPLETED, LANDSCAPE CONSTRUCTION SHALL PROCEED IN THE SHORTEST AMOUNT OF TIME POSSIBLE (CONSIDERING WEATHER INTERRUPTIONS) UNTIL COMPLETION. 2. MAINTENANCE OF LANDSCAPE IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLAN, INCLUDING THE "LANDSCAPE MAINTENANCE PLAN" SHALL BE ON -GOING AND SHALL NOT END UPON FINAL ACCEPTANCE BY THE DEPARTMENT OF PLANNING SERVICES. cemedLandsmpeArritheiftre NATURE'S DESIGN ASSOCIATES 1< LC 15674 Indiana Gulch Rd. Jamestown, CO 80455 phone: 303-459-33,33 becky.martinek15674OgmaiLcam gLI con moo ‘1..11 .24 ;No wur.l E ima PCS CCU a LA STAMP Plan Date: 06/23/2016 Revisions: 11/07/2016 SITE PLAN REVIEW SPR16-0011 Sheet Number: LI 1 :1 TPR LOT 8 MATCH E.O.A. R=7' S89'21'38"W 200.00' EX. E.G.A. PROJECT SIGN H C SIGN W/ VAN H C SIGN 0 co 9. i 1 ,f r .•'9,:.n t:fl�. 3 f • F 1 9'' 9' a 72.5' ci N Ls..} irk N N 0 U) T- a 12.75' N. CONCRETE PATIO a a e A . FIREPIT CONCRETE CHANNEL W=3' RE: DET3 l RETAINING WALL BY OTHERS 72.9' A A > a a a a IN—UNE PEDESTRIAN RAMP la D a a a f • a EX. E.O.A. , b > 1, . A > e b a >A 16 CONCRTTE • a a - ,PATIOa7\1/4 - > a .a E - I a I. a } a • b A 1 a A b I A a L. PROPOSED BUILDING it FIREPIT CONCR• ETE ' PATIO • EA � b ) a a a a T'A ▪ $ > a CONCRETE DRIVE ay a - a a - I > A 9 1 a > •. a A b a b al • a a A0 a 3 'a A I IZI \IN a -I a > a as TH a a a a a. A E a SKYWAY DRIVE (80' J ASPHALT PAVING (TYPICAL) Include ROW information for Skyway Drive. Book, page, reception number, recording date. 589'21'38"W 200.00' 15' EASEMENT /lT 8" CHASE RE: DET4 ti 6' CONCRETE \.‘„L"\------2 SIDEWALK 8" CHASE RE: DET4 Maws LANDSCAPE, ISLAND co (TYPICAL) N \8" CHASE RE: DET4 n a • Ab . _DRIVE RAMP W=12' RE: DET3 0 9, b N 9' DRIVE RAMP W-12' RE: DET3 CONCRETE DRIVE TRASH ENCLOSURE RE: DET3 2 O 0 F O 0 J ffi 0 N CURB CUT MATCH CHANNEL WIDTH 0 N TYP.) f 1 94 (TYP.) ASPHALT PAVING (TYPICAL) END CURB/GUTTER BEGIN ASPHALT CURB ASPHALT PAVING (1W.) END CURB /GUIILR BEGIN ASPHALT CURB OLLED ASPHALT VIf3GE/CURB ff RE: DET3 LANDSCAPE ISLAND (TYPICAL) S88'20 51 E 200.14' 159.69' CONCRETE CHANNEL W CURB HEAD ONE SIDE. EXPANSION JOINT AND SEALANT AGAINST WALL RE: DET3 CONCRETE CHANNEL W/ CURB EACH SIDE RE: DET3 FUTURE PARKING 15' EASEMENT S88'20'51 "E 200.14' FUTURE PARKING FREESTANDING LIGHT STANDARDS WITH SHARP CUTOFF REFLECTORS 250W METAL HALIDE LAMP IN HORIZONTAL POSITION TYPICAL (12 TOTAL) FUTURE PARKING 10:1 TAPER N 00'29 57"W LOT 5 A\ Know what's below. Call before you dig. LAYOUT NOTE REFER TO ARCHITECTURAL PLAN FOR DATA AND DIMENSIONS ON ITEMS NOT DETAILED HERE. SURFACING LEGEND ASPHALT CONCRETE CURB AND GUTTER LEGEND CATCH PAN (VERTICAL) SPILL PAN (MEDIAN) ASPHALT CURB LIMITED DATA IS PROVIDED FOR CURB LAYOUT. CONTACT ENGINEER FOR CAD FILE OF LAYOUT. CONCRETE JOINTING NOTE STANDARD JOINT SPACING IS NOTED ON PROJECT DETAILS. REFER TO ARCHITECTURAL SITE PLAN FOR SPECIFIC PATTERNS NOT SHOWN HERE. 1".. 20' 20 0 20 40 E4 aEE3t3NG C4Fi$IAFNFF3 ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 303.604.1634 jim@jlhcivil.com 0 z y- Lefj I ❑w cc z co az co V 0 C.) SITE PLAN NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO J 0 a2 REVISION/ISSUE rn w 0 © JLB ENGINEERING CONSULTANTS Design Drown OSS Checked dB checked , JS Date NOVEMBER 7, 2016 Job No 1432 O t432..1 SHEET SITE scale feet 3 OF 15 SHEETS SPR16-0011 -" r 111— 11111111j amia --: F'�.�•"t:...:=1.7. 'c:.rs�"_-,'.Y ;rte•= .:•:,�- '�"'Y.•- - - - - - =V,Ejai IIIIr PROJECT BENCHMARK: A GPS DERIVED ELEVATION WAS ESTABLISHED AT AN ONSITE BENCHMARK AT THE NORTHWEST CORNER OF LOT 7, BEING A #5 REBAR WITH AND ELEVATION OF 494.32 FEET. A CHECK SHOT, 0.21, WAS TAKEN ON CITY OF LONGMONT POINT X54, BEING A BRASS CAP SET IN CONCRETE LOCATED 0.4 MILES FORM SITE, WITH A PUBLISHED ELEVATION OF 4899.65 FEET (NAVD88). NO DIFFERENTIAL LEVELING WAS PERFORMED TO ESTABLISH THIS ELEVATION. SHADED BAPS WERE INSTALLED IN INITIAL STAGE AND SHALL BE LEFT IN PLACE IN INTERIM STAGE UNLESS OTHERWISE NOTED. ALL INTERIM EROSION AND SEDIMENT CONTROL BMPS INCLUDING DRILL SEEDING AND CRIMP MULCHING OF DISTURBED AREAS, MUST BE INSTALLED, INSPECTED, AND APPROVED BY THE COUNTY PRIOR TO THE ISSUANCE OF A RIGHT-OF-WAY USE AND CONSTRUCTION PERMIT FOR THE PURPOSE OF PAVING OR INSTALLATION OF CURB AND GUTTER. SEE CONSTRUCTION PLANS FOR DETAILS OF PERMANENT DRAINAGE FACILITIES SUCH AS DETENTION FACILITIES, WATER QUALITY FACILITIES, CULVERTS, STORM DRAINS, AND OUTLET PROTECTION. CUT AND FILL DATA 1S NEAT LINE TAKEN FROM PROPOSED FINISH GRADE TO EXISTING FINISH GRADE. THERE ARE NO ADJUSTMENTS FOR PAVEMENT THICKNESS, TRENCH SPOILS, BUILDING FOUNDATION DIGS, OR OTHER IMPROVEMENTS. THIS INFORMATION IS FOR REFERENCE ONLY. ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 303.804.1634 pm@jlbciviI.com cicoNst.D ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 303.604.1634 Isom jim@ilbcivil.com 811 6 --- - ___---____ -_ - �- � - �� - SKYWAY DRI VE ,•_� - �, �� (80' R.O.W.) `��4� 94s` , Know what's below. ¢gso gs49�' ` SS S Gall before dig. SS S5 55 SS SS SS SS SS SS you SS SS SS SS SS - SS SS \ SS -- �' SS SS --- SS SS SS SS 55 55 SS SS SS SS SS SSA ,w..._ _ , r pO REG7, " . I -o. aJJi i • J : • _ ka, �/ `,� .- 11/7/2016 ... . I` ['* 1i; ..5"/ E r °��.�� .� 55 _ _ S SS \til----, - w w w �* w w w / a 50'-75 CMP W/ FES .-- 65'-15" CMP WI FES 70'-18" CMP W/ FES I -- / IDRAINAGE PLAN LEGEND 0 i 4944.85 �f� ' ® 0.50% �� W W INV: 4946.75 J --- -- '� E INV: 4946.50 _ -- — W INV: 4945.66 W INV: E INV 4945.33 E INV: 4944.50 BASIN BOUNDARY - - PROPOSED _ - - _ J-� f f — — - ��-^� 58D0 - -� - - — _� — — — — — = — — — - ------ CONTOURS (1') (EX) ) - - - - - - �,,�_ _ — - -11°4414yt - - - - - 5800 ., -4944 - (PROP.) CONSTRUCTION DRAWINGS COLLISION BREWERY MASTER DRAINAGE PLAN NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO — 4949 — — — — w .; — ��' r . _ INLET I T 48481 r4" �y ■ ■ {:: irol�� Alf /—•—/-10"- STORM DRAIN/CULVERT F m "`r — � � �� •�� 4947 5 • a a ■ ■ r� ■ r jj Mir AVI-IT,* y� 4946 :w i av' �---� .-; 4947Nip-II 1�.-Ilik r;� I A 1i f�j=EEEE A1�A -49k5 DEIGN POINTIASII E E ' S�__A2w► \ 4948 _ t �' c— _� r c G ► r MAJOR SITE DRAINAGE BASIN G �f F� 15.0' EASEMENT (PLAT) a ` ■ — - — — . ..,.��.■.■�I Ash I �.�.::�:■��. — �;;.:....- .,. .�. �....._. \ i F ; _;�■,■ f 11 12" FES H — c i , ' INV: 4$45.70 49 9 4 1!1! ` 1.5 0.2 0.6 �s°� AREA (Ac.) t,t \ � % II/IIII y�� — — —Fg� FLOW DIRECTION 1. \ \ �'QB -- — ` " 132.5 -� 12 PVC c 0 0.9% (PRIVATE) _ — 19 4950 Tp I \ - �� PHASE 2 SUMMARY RUNOFF TABLE __ 11 Mil1 4949- _"- -- .. _-.- _ .... 1 DESIGN BASIN ID 410 (CFSM Q-100 (CFS) ,0 ' r -l2 I ___ 1 E �� Al Al 1.78 3.60 \ �I• CHASE : .ti_ �, ` A2 A2 2.03 3.65 t 0.50 - ., , � .82 _ -.: ;�'S .... A3 A3 1.49 2.80 � `495 3 '�9�0 , 1g \\\�� ;� $i II 1 _ ! �. _ A4 A4 1.02 1.90 TH " 4948_ I •' : -.- -- - A5 AS 0.81 1.55 ` _ O} ~ 495, ` , A6 A6 0.20 0.41 —S 4949 A7 A7 0.45 0.97 : \ CONCRETE ` A rz a ,� `� PAN11111 ��:� M , T .,.� _ _ �. X1 X1 2.11 3.24 11111 .48 ss0` _ a !�i`f — 0.82 .58 X2 x2 1.17 4.45 l/H11��1) _ LOT $ _--�=7 -4953 I �•` DATE O JLB ENGINEERING CONSULTANTS 42 f ' ,� 0.77 lc — INLET 4 ti '4' .53 t TYPE 13 —s H1 Hi 1.57 6.00 �,, RIM: 4949.92 __ -_______ — _ t INV 4946.86 A4 1 _ - `'� ' Q _ I PHASE 2 PROPOSED BUILDING - BASED ON FLOOR PLAN r — — ■■r■a% , " 61.0' w 12 PVC _ \`'`' \0' 30 •65 .72 �� 1. -4954 _- -- '-4,s 1 6 0.5% (PRIVATE) — ..��' PROVIDED1 , _=-:_:........_ _= - ' - - AI BY CLIF_N / s9$2. REVISION/ISSUE _zi x _ - �°h 0, l FLOW FROM BASIN X1 IS TRIBUTARY TO DRIVEWAY CULVERT. FOR _----� ` DESIGN PURPOSES, PEAK FLOW TO CULVERT IS ESTIMATED BY /� ' - - -` -- - ADDITION OF FLOWS FROM THIS BASIN. I ----'-- - - - 43 l II ' III --- 4955 li II ■ , INLET 3 ` ill FLOW FROM BASIN X2 IS DIVERTED AWAY FROM THE SITE BY A CUT OFF BERM. IN MOST STORM EVENTS, RUN --OFF FROM BASIN r r il TYPE 13 RIM: 4950.15 NV: 4947.37 ___ A f-'�5 _ _ ( 1 _ f 1 X2 WILL NOT FLAW ONTO THE SITE. BUT IN EXTREME EVENTS, IT'S POSSIBLE TO HAVE FLOW FROG! BASIN X2 FLOW ACROSS THE R9 SITE. �9ss ill033 57 ` , _ _ AJ ` - - - ��_ - �\ ►_ ENGINEER'S STATEMENT INN. 'UAW ilk- `49___ I THIS DRAINAGE PLAN FOR LOTS 6 & 7, FILING 2, f �` _-__ �"`! A7 * _ f `` , -- / l 59.7' .- 12" PVC 12" I'vc/� 29.6 N ` 0 0.5% (PRIVATE)ORANCE VWTH 1:: =— Y — — -1 ` 00.7% (PRIVATE)4._ er \___PHasE __ 2 sa TYPE 13 `� r -Rill: 4951.0() l__� INV: 4949.00 INLET 2 A ■ ! SHALLOW 4' QIAM. RIM: 4951.22 -� INV: 4947.73 �� . _-- _=_—_ I I TYPE 13e_ �� • 71.9 L F. 12" PVC _ _ -4957_ �4gss— — — - - 00.6% RIM: 4950.9#1 NV: 4948.35 "AI �. �' LEE BL ANKENSHIP, P.E. �-- 4950 0.21 40 .52 __ _ IA6 -� ° ll - PHASE 2 - ` 4ss COLORADO REGISTERED PROFESSIONAL ENGINEER N0. 30736 BY -- _.,.� -111 I L irre! 4962 - -7 r 44 i - - - - - _- --- ` . . - -- - 112 4963 - - - _ - Design JIB Drawn lIPD CUT OFF BERM & DITCH ,LUST SOUTH OF SOUTH PROPERTY LINE - - -- — — — — — __— - - - - _ — — — __ — -- -- 11 Checked .,CB CheckedB — — — .„__.___=____ — _ __— — — — _ _ — — — �- ---40-1'� — X2 1 ` )13, Date NOVEMBER 7, 2016 — _ — Na 1432 1.89 _ === _ .16 1) ALL CURB & GUTTER IS COMBINATION 6" — — — Y --- --- — — — .36 „ VERT. WITH 2' PAN — — — — — SI 1 \\� / 1 SHEET MDP 2) ALL SPOT ELEVATIONS ARE FLOWLINE UNLESS NOTED OTHERWISE 20 0 1"= 20' 20 - - 3) ALL AREAS TO BE RE —SEEDED OR LANDSCAPED (L/S) scale feet 5 OF 15 SHEETS SPR16-0011 LOT8 4,93.O 4.5/ -495, 4y55. 495'7 `- 4950- - 4962 ------------ 4964-� 4949 PROPOSED BUILDING F.F.E.: 4952.00 S EX. E.O.A. MATCH E.O.A. N SKYWAY DRIVE (80' R.O.W.) MATCH / EX. E.O.A. 4945- '~ T PER c 4944 ¶9 4948 4949 9.5 4956 — — --- 4960— - 4953 — ---- Know what's below. Call before you dig. NOTES 1) ALL CURB St GUTTER IS COMBINATION 6" VERT. WITH 2' PAN. 2) ALL SPOT ELEVATIONS ARE FLOWLINE UNLESS NOTED OTHERWISE. 3) ALL AREAS TO BE RE -SEEDED OR LANDSCAPED (L/S). LEGEND FL = FLOW LINE ELEVATION EOC - EDGE OF CONCRETE ELEVATION HP = HIGH POINT LP = LOW POINT FFL = FINISH FLOOR ELEVATION TOW = TOP OF WALL ELEVATION BOW = BOTTOM OF WALL ELEVATION U.E. = UTILITY EASEMENT C.F. - CURB FACE VCC = VERTICAL CURB, CATCH VCS = VERTICAL CURB, SPILL TEW = THICKENED EDGE WALK T = TRANSITION VCC TO VCS - FLOWLINE - SWALE FLOWLINE — CURB AND GUTTER LA, A\ 1"= 20' 20 0 20 I scale 40 feet CUD ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 303.604.1634 jimQjIbcivii.com Co 0 Z >- EIS ❑ W Z OZ O 3 � J J CO O V ;IV*1E:1X it El RI:IEl0 Design S,Ce Checked JR NW •U "TE SECTION :, T• ' 2 N' TH, 'ANGE • : WEST LiI REVISION/ISSUE LU COUNTY OF WELD, STATE OF COLORADO Cr) I - z J (/) z d U LU UJ 5 0:1 J Drown DSS Checked .,[B Dote NOVEMBER 7, 2016 Job No. 1432 0- %'11;321 SHEET PGP 6 OF 15 SHEETS SPR16-0011 SS SS sS SS SS - -- SS w w w w w EX. G.V. EX. E.O.A. STORM SEWER B 10 5+20 5+30 5+ SO.00 L.F w 11 SS w SS SS w------- w SS w co Co EX. SSMH INV.: 4936.34 (E) INV.: BLOCKED (W) ss ss SS INV.: 4936.33 (EST.) SVC. INV.: 4937.33 (EST.) w- w w EX. 4" SERVICE PER RECORD DRAWINGS .3S - w SS SS V INSTALL FIRE LINE CUT -IN TEE 6" G.V. (5) W/ THRUST BLOCK ss ss ss SS w w w w Ex. G.V, ^_ ASPH PAT STORM SEWER C +10 6+20 6+30 6+40 6+50 ■ a. ■ a ■ sE ■ 65.00 L.F. N 15" CMP LOT 8 ER E E G G E E G G c CONNECT TO EXISTING INV.: 4938.74 (EST.) 16.89 10' S yE NOTi1 17 LF. N 4" SDR-35 0 210% SAMPLE MH RIM: 4950.33`--.d INV.: 4939.08 9.74 L.F. N 4" SDR-35 CD2.0% STA. 8+26.63 1 - INSTALL 4" WYE INSTALL 4" 11-1/4' ELBOW INV.: 4939.27 66.41 LF 9+25 IN-LIN PEDESTRIAN RAMP 42.11 L.F. 4" SDR--35 SANITARY coo SEWER A CONCRETE PATIO FIREPIT CONCRETE CHANNEL RETAINING WALL DR -35 0 20% 9+50 SANITARY SEWER B TH STA. 8+68.74 BUILDING CONNECT INV.: 4942.43 RE: PLUMBING FIREPIT CONCRETE PATIO CONCRETE DRIVE 6.77 L.F. w 4 SDR-35 0 2.0% STA. 10+47.07 INSTALL 4" 90' ELBOW INV.: 4945.82 STA. 10+68.28 BUILDING CONNECT INV.: 4946.24 RE: MEP 21,21 LF. 4" SDR-35/ 0 2.0% PROPOSED BUILDING F.F.E.: 4952.00 8" CHASE 8" CHASE FIRE AND DOMESTIC CONNECT RE: SPRINKLER PLANS INTERNAL WATER SERVICE Will METER AND BACKFLOW DEVICE PER DETAILS SEE NOTE 18 TH 5' 65.06 LF ^, 10+50 \8" CHASE STA. 1+01.48 INSTALL TYPE 13 INLET 71.86 LF. 1+25 12" PVC 1+50 $Tk 1+76.30 INSTALL TYPE 13 INLET f' 26.38 L.F EX. E.O.A. SS EX. S/S SS w show and label 15' utility and drainage easement EX. GAS _ G (NOTMARKED G SS SKYWAY DRIVE (80' R.O,W.) SS E• X. WJt w EX. E.O.A. w SS w SS w SS w STORM SEWER D 10 7+20 7+30 7+40 7+50 7 .t - 61r-CL35O PVC ' ► 59.70 L.F. 2+00 STA. 9+66.41 INSTALL 4" i•••• 90' ELBOW W/ C.O. ROLL ELBOW INV.: 4940.60 12" PVC 2+25 STJORM iEWER Ell STA. 10+35.88 A INSTALL SAND/OIL INTERCEPTOR ROLL ELBOW INV. OUT: 4945.48(N) INV_ IN: 4945.68(S) 5TA. 3+36.5 INSTA.l TYPI 13 IN T 61.04 L.F. ,-12" STA INSTALL 6" 90' BEND W/ THRUST BLOCK 0 a + M n ASPHALT PAVING (TYPICAL 70.00 L.F. - 15" CMP ,lJ 1 O 0 O STA. 2+72.5 INSTALL TYPE 13 INLET TRASH ENCLOSURE FUTURE PARKING 7\ 15' EASEMENT SS SS SS SS SS w w w w - EX. G.V. 0:1 TA w ----- label as 15' utility and drainage easement 15' EASEMENT END CURB/GUTTER BEGIN ASPHALT CURB ROLLED ASPHALT EDGE/CURB FUTURE PARKING FUTURE PARKING LOT 5 p _ WHERE THIS SYMBOL OCCURS, CONTRACTOR TO POTHOLE EXISTING UTILITY(S) AND DETERMINE LOCATION, DEPTH, CONDITION, TYPE OF UTILITY, ANY SPECIAL CONDITIONS AND REPORT TO THE ENGINEER PRIOR TO STARTING ANY WORK ON THE SITE. LEGEND OF SYMBOLS Know what's below. Call before you dig. EXISTING 0 w S E c T PROPERTY LINE EASEMENT EDGE OF ASPHALT EDGE OF CONCRETE WATER SANITARY ELECTRIC GAS OVERHEAD ELEC TELEPHONE DRAIN PIPE (SOLID) PROPOSED 0 VALVE METER FIRE HYD. wMwrawwrwwr—NMI — EASEMENT ABBREVIATIONS LINE ABBREVIATIONS UTILITY GENERAL ACCESS EMERGENCY ACCESS DRAINAGE U.E. A.E. E.A.E. D.E. FIRE LINE WATER SERVICE SANITARY SERVICE BOTTOM OF BOTTOM FLANGE BOLT F W SS BFB UTILITY PLAN NOTES 1.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA (CURRENT EDITION), AS WELL AS LEFT HAND WATER DISTRICT STANDARDS & SPECIFICATIONS (CURRENT EDITION) AND THE ST. VRAIN SANITATION DISTRICT CONSTRUCTION STANDARDS. 2.) ALL TRENCHES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF WELD COUNTY, LEFT HAND WATER DISTRICT AND ST. VRAIN SANITATION DISTRICT, 3.) ALL SANITARY SEWER SERVICES SHALL BE IN ACCORDANCE WITH ST. VRAIN SANITATION DISTRICT REQUIREMEN TS, 4.) ALL CONNECTIONS TO EXISTING UTILITIES SHALL INCLUDE THE APPROPRIATE CONNECTION DEVICE, INCLUDING WATER MAIN TAPS OR CUTTING IN TEES. 5.) SERVICE DISRUPTIONS TO EXISTING USERS SHALL BE KEPT TO A MINIMUM AT ALL TIMES. APPROPRIATE OUTAGE POSTINGS SHALL BE PREPARED AND DELIVERED TO AFFECTED PROPERTY OWNERS PRIOR TO ENGAGING AND OUTAGE FOR CONNECTIONS. 6.) ALL NEW UTILITY SERVICES AND METERS SHALL BE UNDERGROUND AND IN EASEMENTS OR PUBLIC RIGHTS OF WAY. 7.) POTABLE WATER IS PROVIDED BY LEFT HAND WATER DISTRICT. SANITARY SEWER IS PROVIDED BY ST. VRAIN SANITATION DISTRICT. 8.) GAS AND ELECTRIC SERVICE IS PROVIDED BY XCEL ENERGY. 9.) CABLE TELEVISION IS PROVIDED BY COMCAST. 10.) TELEPHONE SERVICE IS PROVIDED BY CENTURY LINK. 11.) THE BUILDINGS INCLUDE A FIRE SPRINKLER SYSTEM THAT WILL BE DESIGNED AS PART OF THE BUILDING DESIGN. 12.) WATER METER PITS, CURB STOPS AND CORPORATION STOPS SHALL BE LOCATED PER THE LEFT HAND WATER DISTRICT STANDARD DETAILS. 13.) ALL SERVICE TAPS BY LEFT HAND WATER DISTRICT AND ST. VRAIN SANITATION DISTRICT UNLESS OTHERWISE APPROVED. 14.) ALL WATER AND FIRE SERVICE LINES ARE 90' AT THE MAIN UNLESS OTHERWISE NOTED. ALL WATER SERVICES ARE REQUIRED TO BE INSTALLED AT THE MINIMUM DEPTH OF 5' WITH MINOR VARIATIONS ALLOWED TO BE GREATER THAN 5' TO OVERCOME GRADE BREAKS AND SURFACE GROUND LEVEL CHANGES. AT THE SEWER CROSSING, THE WATER LINE MUST BE AT THE 5' DEPTH, MAXIMUM ADDITONAL COVER IS 6". 15.) CONTRACTOR SHALL VERIFY THE SIZE OF THE EXISTING 8" WATER LINE IN SKYWAY DRIVE BY POTHOLING, PRIOR TO ORDERING ANY WATER CONNECTION COMPONENTS AND PIPE OR BEGINNING CONSTRUCTION. CORRECT COMPONENT AND PIPE SHALL BE PROVIDED BASED ON THE POTHOLE DATA. 16.) SAND/OIL IS SHOWN FOR REFERENCE ONLY. FINAL DETAILS PER M/E/P PLANS. CONTACT ENGINEER FOR UPDATED PLAN SHOWING UNE SIZES, SLOPES, DIMENSIONS WHEN SAND/OIL SIZE AND REQUIREMENTS ARE FINALIZED AND APPROVED. 17.) CONTRACTOR TO EXPOSE 10' OF EXISTING SEWER SERVICE AND VERIFY SLOPE BY MEASURING ALONG TOP OF PIPE. IF DIFFERENT THAN LISTED BY MORE THAN 0.5Z, ADJUSTMENT TO THE PROPOSED SERVICE SLOPE WILL BE NECESSARY. CAREFULLY RE -BED PIPE WITH SERVICE EXTENSION. 18.) INTERIOR METER AND BACKFLOW DEVICE REQUIRED. TRAFFIC CONTROL CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER MUTCD FOR ALL WORK. PROVIDE TRAFFIC CONTROL PLANS TO THE WELD COUNTY FOR APPROVAL PRIOR TO CONSTRUCTION. ADJUST VALVES AND MANHOLE RIMS ADJUST ALL VALVES AND MANHOLE RIMS, BOTH EXISTING AND PROPOSED, TO THE FINAL GRADE OF THE FINISH SURFACE OF ASPHALT. ASPHALT PATCH COORDINATION ANY ASPHALT PATCH SHALL MATCH SURFACE ELEVATIONS OF EXISTING ASPHALT. ASPHALT PATCHES ARE NOT SHOWN AND SHALL BE COORDINATED WITH THE CITY INSPECTION AND BE iN ACCORDANCE WITH CITY REQUIREMENTS. A1 1".=-- 20' 20 0 20 40 ElfGrNEVING LID COYiSIA.TANYS ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO 80027 PHONE: 303.604.1634 janalhavil.cam MASTER UTILITY PLAN NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO W F- 0 JLB ENGINEERING CONSULTANTS Design j,q Drawn DSS Checked J+B Checked 1B Rafe NOVEMBER 7. 2016 Job Na. 1432 D— 14321 SHEET MUP scale feet 7 OF 15 SHEETS SPR16-0011 CODE REVIEW (2O12 IBC) APPLICABLE CODES; 20'12 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL PLUMBING CODE 2011 NATIONAL ELECTRIC CODE 2006 INTERNATIONAL ENERGY CONSERVATION CODE ONE STORY BUILDING CONSTRUCTION TYPE (SECTION 602.5) 10,030 S,F, V -B (SPRINKLERED) ALLOWABLE AREA INCREASES: BASIC ALLOWABLE FLOOR AREA PER FLOOR (TABLE 503): 6,000 S,F. SPRINKLER SYSTEM (SECTION 506.3): 6,000x3001 = 24,000 S.F. OCCUPANCY: A-2 - RESTAURANTS S-1 - STORAGE, ACCESSORY STORAGE OCCUPANCY LOAD CALCULATION (TABLE 1004.1.2): A-2 - RESTAURANT 1/15 4.353 S.F. KITCHENS, COMMERCIAL 1/200 2,928 S.F. S-1 - STORAGE, ACCESSORY STORAGE 1/300 2,749 S.F. 7,281 S.F. 2,749 S.F. 290.20 14.64 9,16 313 TOTAL OCCUPANCY PLUMBING FIXTURE CALCULATION OCCUPANCY TYPE AREA / RATIO TOTAL OC MEN- WC WOMEN- WC LAVATORIES OTHER K-ATIO WC RATIrd WC RATIO M W A-2 RESTAURANTS 9,000 SF / 1:75 120 1:7'5 0.80 1:75 0.80 1:75 0,80 0.80 SERVICE SINK S-1 STORAGE 2,749 SF / 1:100 27 1:100 0.27 1:100 0.27 1:100 v0.27 0.27 TOTAL REQUIRED 1.07 1.07 1.07 1.07 1 TOTAL PROVIDED 3 WC 2 URINALS 3 WC 4 4 1 * INCLUDES SEASONAL OUTDOOR AREAS * INCLUDES WC/LAV FOR EMPLOYEES SIGN DETAIL SCALE: 3/8"=1-0" 4'-O" 3'-4" 4" CONCRETE SLAB RECYCLE BINS 161-o" l I T I 4 8x8 CONCRETE BLOCK ACCENT BAND 0 in 8x8x16 CONCRETE BLOCK WALL PLAN IV -o" STEEL DOOR FRAME 8x8x16 CONCRETE BLOCK WALL - MATCH BUILDING s-reL SWING BAR LATCH 7/8"x3" STEEL SLEEVE WELDED TO DOOR FRAME 5/8"m STEEL 'HINGE' PIN WELDED TO CHANNEL SLOPE CONCRETE FOR DRAINAGE FRONT ELEVATION SIDE ELEVATION TRASH ENCLOSURE SCALE: 3/16" = 11-0" NOTES: 1, IN ACCORDANCE WITH THE WELD COUNTY CODE NO LAND, BUILDING OR STRUCTURE SHALL BE CHANGED IN USE OR TYPE OF OCCUPANCY DEVELOPED ERECTED CONSTRUCTED RECONSTRUCTED MOVED OR STRUCTURALLY ALTERED OR OPERATED EN THE COMMERCIAL/INDUSTRIAL ZONE DISTRICT UNTIL A SITE PLAN REVIEW HAS BEEN APPROVED BY THE DEPARTMENT OF PLANNING SERVICES. (DEPARTMENT OF PLANNING SERVECES3 2, EN THE EVENT THAT A PORTION OF THE BUILDING OR LOT IS PROPOSED TO BE LEASED TO ANOTHER PARTY IN THE FUTURE THE APPLICANT SHALL SUBMIT A COPY OF THE LEASE AGREEMENT AND INFORMATION REGARDING THE PROPOSED USE OF THE LEASED PORTION TO THE WELD COUNTY ATTORNEY'S OFFICE WELD COUNTY BUILDING INSPECTION DEPARTMENT, MOUNTAIN VIEW FIRE PROTECTION DISTRICT AND THE DEPARTMENT OF PLANNING SERVICES FOR REVIEW. BASED UPON THE PROPOSED USE AND/OR IMPACTS OF THE LEASED PORTION, THE DEPARTMENT OF PLANNING SERVICES MAY REQUIRE A NEW SITE PLAN REVIEW APPLICATION AND/OR A FINAL PLAT RESUBDIVISION. (DEPARTMENT OF PLANNING SERVICES] 3. ALL PROPOSED OR EXISTING STRUCTURES WILL OR DO MEET THE MINIMUM SETBACK AND OFFSET REQUIREMENTS FOR THE ZONE DISTRICT IN WHICH THE PROPERTY IS LOCATED. PERSUANT TO THE DEFINITION OF SETBACK IN THE WELD COUNTY CODE, THE REQUIRED SETBACK IS MEASURED FROM THE FUTURE RIGHTS -OF -WAY LINE. (DEPARTMENT OF PLANNING SERVICES) 4. THERE WILL BE NO PARKING OR STAGING OF VEHICLES ON SKYWAY DRIVE, ON -SITE PARKING SHALL BE UTILIZED AT ALL TIMES. (DEPATMENT OF PLANNING SERVICES) 5. ALL LIQUID AND SOLID WASTES (AS DEFINED IN THE SOLID WASTES DISPOSAL SITES ANS FACILITIES ACT, 30-20-100.5, C.R.S. AS AMENDED) SHALL BE STORED AND REMOVED FOR FINAL DISPOSAL IN A MANNER THAT PROTECTS AGAINST SURFACE AND GROUNDWATER CONTAMINATION. (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT! 6, NO PERMANENT DISPOSAL OF WASTES SHALL BE PERMITTED AT THIS SITE. THIS IS NOT MEANT TO INCLUDE THOSE WASTES SPECIFICALLY EXCLUDED FROM THE DEFINITION OF A SOLID WASTE IN THE SOLID WASTES DISPOSAL SITES AND FACILITIES ACT 30-20-100,5, C.R.S., AS AMENDED (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT] 7. WASTE MATERIALS SHALL BE HANDLED, STORED AND DISPOSED IN A MANNER THAT CONOTHERPOTENT POTENTIALVE NUISANCEFCOND CONDITIVE ITIONS. PARTICULATE EMISSIONS, OFOPUBLICHEALTH ANDNG AND ENVIRONMENT) 8. THE APPLICANT SHALL OPERATE IN ACCORDANCE WITH THE APPROVED "WASTE HANDLING PLAN" (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) 9. ANY EQUIPMENT WASHING AREAS) SHALL CAPTURE ALL EFLUENT AND PREVENT DISCHARGES FROM THE WASHING OF EQUIPMENT IN ACCORDANCE WITH THE RULES AND REGULATIONS OF TH EWATER QUALITY CONTROL COMMISION AND THE ENVIRONMENTAL PROTECTION AGENCY. (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) 10, FUGITIVE DUST AND FUGITIVE PARTICULATE EMISSIONS SHALL BE CONTROLLED ON THIS SITE, (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) 11. THIS FACILITY SHALL ADHERE TO THE MAXIMUM PERMISSIBLE NOISE LEVELS ALLOWED IN THE COMMERCIAL ZONE AS DELINEATED IN 14-9-30 OF THE WELD COUNTY CODE. (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT! 12, ADEQUATE DRINKING HAND WASHING AND TOILET FACILITIES SHALL BE PROVIDED FOR EMPLOYEES AND PATRONS OF THE FACILITY, AT ALL TIMES. (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) 13. THE FACILITY SHALL UTILIZE THE EXISTING MUNICIPAL SEWAGE TREATMENT SYSTEM, (ST. VRA[N SANITATION DISTRICT) (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT! 14. THE FACILITY SHALL UTILIZE THE EXISTING PUBLIC WATER SUPPLY. (LEFT HAND WATER DISTRICT) (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) 15. ADEQUATE TOILET FACILITIES (PORTABLE TOILETS] AND HAND WASHING UNITS SHALL BE PROVIDED DURING THE CONSTRUCTION OF THE FACILITY. (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) 16. BOTTLED WATER SHALL BE UTILIZED FOR DRINKING DURING THE CONSTRUCTION OF THE PROJECT. (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) 17. THE OPERATION SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF THE STATE AND FEDERAL AGENCIES AND THE WELD COUNTY CODE. (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) 18, LANDSCAPING MATERIALS AS INDICATED IN THE APPROVED LANDSCAPE/SCREENING PLAN SHALL BE MAINTAINED AT ALL TIMES. DEAD OR DISEASED PLANT MATERIALS SHALL BE REPLACED WITH MATERIALS OF SIMILAR QUANTITY AND QUALITY AT THE EARLIEST POSSIBLE TIME. (DEPARTMENT OF PLANNING SERVICES) 19. ALL STRUCTURES, INCLUDING SIGNS ON SITE MUST OBTAIN THE APPROPRIATE BUILDING PERMITS. (DEPARTMENT OF PLANNING SERVICES] 20, BUILDING PERMITS ISSUED ON THE PROPOSED LOTS WILL BE REQUIRED TO ADHERE TO THE FEE STRUCTURE OF THE WELD COUNTY ROAD IMPACT PROGRAM. (ORDINANCE 2011-2) (DEPARTMENT OF PLANNING SERVICES) 21. BUIDING PERMITS ISSUED ON THE PROPOSED LOTS WILL BE REQUIRED TO ADHERE TO THE FEE STRUCTURE OF THE COUNTY FACILITY FEE AND DRAINAGE IMPACT FEE, (ORDINANCE 2011-2) (DEPARTMENT OF PLANNING SERVICES] 22, PERSUANT TO CHAPTER 15 ARTICLES I AND II OF THE WELD COUNTY CODE, IF NOXIOUS WEEDS EXIST ON THE PROPERTY OR BECOME ESTABLISHED AS A RESULT OF THE PROPOSED DEVELOPMENT THE APPLICANT/LANDOWNER SHALL BE RESPONSIBLE FOR CONTROLLING THE NOXIOUS WEEDS. (DEPARTMENT OF PUBLIC WORKS) 23. THE HISTORICAL FLOW PATTERNS AND RUN-OFF AMOUNTS WILL BE MAINTAINED ON SITE IN SUCH A MANNER THAT IT WILL REASONABLY PRESERVE THE NATURAL CHARACTER OF THE AREA AND PREVENT PROPETY DAMAGE OF THE TYPE GENERALLY ATTRIBUTED TO RUN-OFF RATE AND VELOCITY INCREASES DIVERSIONS, CONCENTRATION AND/OR UNPLANNED PONDING OF STORM RUN-OFF. (DEPARTMENT OF PUBLIC WORKS) 24. WELD COUNTY WILL NOT MAINTAIN ON -SITE DRAINAGE RELATED AREAS OR MEDIANS. THIS MUST BE ADDRESSED BY THE HOMEOWNER'S ASSOCIATION OR OWNER. (DEPARTMENT OF PUBLIC WORKS) 25, OFF-STREET PARKING SPACES INCLUDING THE ACCESS DRIVE SHALL BE SURFACED WITH GRAVEL ASPHALT, CONCRETE OR THE EQUIVALENT AND SHALL BE GRADED TO PREVENT DRAINAGE PROBLEMS. (DEPARTMENT OF PUBLIC WORKS) 26. LIGHTING SHALL COMPLY WITH THE REQUIREMENTS ANS STANDARDS FOR OFF-STREET PARKING SPACES PER SECTION 23-4-30,E SECTION 23-2-250.D AND SECTION 23-250.8.6 OF THE WELD COUNTY CODE. (DEPARTMENT OF PLANNING SERVICES) O COUNTY ROAD 3 HWY 119 ru z 0 U VISTA VIEW DRIVE SKYWAY DRIVE SITE _ VICINITY MAP NORTH NO SCALE m O c) a co 0 L Qf 3 0 m O IN O1 Q) sn 3 C 0 m 0 r a 0, PARKING & ZONING BREAKDOWN PARKING SPACES REQUIRED: BAR/RESTAURANT I SPACE PER 6 SEATS: EMPLOYEES 1 SPACE PER 2 EMPLOYEES: STORAGE 1 SPACE PER 400 S.F. 2,370 S.F / 400: TOTAL PARKING REQUIRED: TOTAL PARKING REQUIRED; = 38 SPACES = 8 SPACES 6 SPACES = 52 SPACES = 79 SPACES (3) HANDICAP SPACES PROVIDED EACH SPACE IS 8'x19' WITH 5' & 8' WIDE SHARED COMMON AISLES ZONING: C -3/I -1/I-25 MUD SETBACKS: FRONT: REAR: SIDE: 25' 10' 10' LAND USE BREAKDOWN CATEGORY AREA PERCENT BUILDING COVERAGE: 10,030 S.F. 8.75% PARKING AND DRIVES: PROPOSED FUTURE TOTALS 46,363 S.F. 17,552 S,F. 63,915 S.F. 40.45% 15.31% 55.76% PEDESTRIAN HARDSCAPE: 2,408 S.F. 2,10% TRASH ENCLOSURE: 187 S.F. 0.16% OPEN SPACE (LANDSCAPED) 38,075 S.F. 33,22% TOTAL: LOT SIZE (LOTS 6 & 7) 114,615 S.F. 2.63 ACRES 100% WASTE DISPOSAL/RECYCLING COMPANY WESTERN DISPOSAL 5800 BUTTE MILL RED BOULDER CO 80301 303-444-2037 LEGAL DESCRIPTION LOTS 6 & 7, BLOCK 6, CORRECTED PLAT, VISTA COMMERCIAL CENTER FILING 2, A TRACT OF LAND IN SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST P.M., COUNTY OF WELD, STATE OF COLORADO. PROJECT DATA OWNER/CLIENT: COLLISION BREWERY LOTS 6&7, BLOCK 6 VISTA COMMERCIAL CENTER WELD, COUNTY COLORADO ARCHITECT: M, WARD AND ASSOCIATES 4141 ARAPAHOE AVENUE, SUITE 102 BOULDER, COLORADO 80303 303-442-1201 phone CIVIL ENGINEER: JLB ENGINEERING CONSULTANTS 734 PEAR COURT LOUISVILLE, COLORADO 80027 303-604-1634 phone LANDSCAPE ARCHITECT: NATURE'S DESIGN 15674 INDIANA GULCH ROAD JAMESTOWN, COLORADO 80455 303-459-3333 phone S 00° 29' 5?" E LOT 8 a _ ACCESS PERMIT NO. AP16-00111 t�1 O Cg 72'-6 1/2" CONCRETE PATIO FIREPIT CONCRETE PATIO LOT 7 56,507 S.F. 72'-10 1/2" MI. MI co SHEET INDEX SPR-1 = SITE PLAN / PROJECT INFORMATION SPR-2 PROJECT INFORMATION / DETAILS SPR-3 BUILDING FLOOR PLAN SPR-4 BUILDING ELEVATIONS L-1 LANDSCAPE PLAN C-1 GRADING PLAN C-2 UTILITY PLAN \-ASPHALT PAVING {TYPICAL{ 588°20'51'E 200.14' SITE PLAN REVIEW MAP LOTS b & 7 , BLOCK b VISTA COMMERCIAL CENTER WELD COUNTY, COLORADO SKYWAY DRIVE ACCESS PERMIT NO. AP16-00111 O0 -7"- 6' CONCRETE SIDEWALK 25'_O" TRASH ENCLOSURE ET -A -I \\N.L:in• gm= L-i SOUTH LINE NE 1/4, NW 1/4, SECTION I3 3" WHITE f' AINT PARKING S RIPES {TYPICAL) I I JJI I I FUITURE I PAKINd I I IR\ I .....—! —J ACCESS PERMIT NO. AP16-00111 N 00° 29' 57" E__2000..00' r T -I— I -LIMIT OF ASPHALT n _-r--r--T--f I ! I FUTURE PARKING j I I f 0 31 I�` 1 I FUTURE PARKING 631-0" J 81_OII 51_51I FREESTANDING LIGHT STANDARDS WITH SHARP CUTOFF REFLECTORS 250W METAL HALIDE LAMP IN HORIZONTAL POSITION TYPICAL 112 TOTAL) f----1--r----T--r—--—T--� I I I I I I I I i I I I I I I S 88° 20' 51" E 200.14' SITE PLAN SCALE: 111 ; 20' CD cV a 0 8'-3 1/2" LOT 5 8'-0 1/2" S 88? 20' 51" E 200.14' LANDSCAPE CONSTRUCTION NOTES 1. THERE ARE NO EXISTING WOODY PLANTS OR NATURAL LAND FEATURES ON THE SITE. 2. SEED AND SOD AREAS SHALL RECEIVE 3 CU. YDS. OF COMPOST PER 1000 SF TILLED TO A DEPTH OF 6"-8". ALL SEED AND SOD AREAS SHALL THEN BE GRADED TO A UNIFORMLY SMOOTH GRADE PER GRADING PLAN (SEE CIVIL). 3. PERENNIAL/ANNUAL FLOWER BED(S) SHALL BE PREPARED BY TILLING 2-3" ORGANIC COMPOST AND SUPER PHOSPHATE TO A DEPTH OF 8-10". SURFACE SHALL THEN BE GRADED TO A UNIFORMLY SMOOTH GRADE PER GRADING PLAN (SEE CIVIL). 4. SEED SHALL BE A BLEND OF LOW GROWING DRYLAND GRASSES, SUCH AS ARKANSAS VALLEY'S SEED MIX 'LOW GROW MIX', DRILL SEEDED AT A RATE OF 8-10 LBS. PER 1000 S.F., AND HYDROMULCHED. 5. SOD SHALL BE A DROUGHT TOLERANT BLUEGRASS MIX, SUCH AS THERMAL BLUE. 6. ALL TREES AND SHRUBS SHALL BE PLANTED AND STAKED PER THE CONSTRUCTION DETAIL ON THIS SHEET. 7. SHRUB BEDS AS SHOWN ON THE PLAN SHALL RECEIVE A 3" LAYER OF 3/4" CRUSHED GRANITE ROCK MULCH (OR EQUIVALENT) OVER LANDSCAPE FABRIC. ALL TREES AND SHRUBS SHALL BE RINGED WITH NATURAL COLOR GORILLA HAIR CEDAR MULCH WITH NO FABRIC UNDERLAY PER THE CONSTRUCTION DETAIL ON THIS SHEET. PERENNIAL/ANNUAL FLOWER BEDS SHALL RECEIVE A 2" LAYER OF NATURAL COLOR GORILLA HAIR CEDAR MULCH WITH NO FABRIC UNDERLAY. 8. EDGING SHALL BE INSTALLED BETWEEN ALL SHRUB BEDS AND GRASS AREAS. EDGING SHALL BE 4" METAL ROLL TOP. ttttttf e ! t� . . . . f f t t • * • e ` S 88? 20' 51" E 200.14' IRRIGATION NOTES: 1. EACH VALVE SHALL IRRIGATE A LANDSCAPE WITH SIMILAR SITE, SLOPE AND SOIL CONDITIONS AND PLANT MATERIAL WITH SIMILAR HYDROZONE WATERING NEEDS. 2. PROPER IRRIGATION EQUIPMENT, SCHEDULES, AND REPEAT CYCLES SHALL BE USED TO MINIMIZE RUNOFF. 3. SOD AND SHRUBS (AND TREES IN SHRUB BED AREAS) SHALL BE PLACED ON SEPARATE ZONES. 4. SOD AREAS SHALL BE IRRIGATED WITH ROTOR AND/OR POP-UP SPRAY HEADS. 5. DRYLAND SEEDED AREAS MAY BE TEMPORARILY IRRIGATED ON SEPARATE ZONE(S) AT OWNER'S DISCRETION. 6. SHRUB/TREES IN SHRUB BED AREAS SHALL BE DRIP IRRIGATED. 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE PEAK SEASON IRRIGATION WITHIN A SIX NIGHT, SIX HOUR PER NIGHT WATERING PERIOD. 8. IRRIGATION SYSTEM SHALL INCLUDE AN ELECTRIC AUTOMATIC CONTROLLER WITH MULTIPLE PROGRAMS AND MULTIPLE REPEAT AND REST CYCLE CAPABILITIES AND A FLEXIBLE CALENDAR PROGRAM. CONTROLLER SHALL BE CAPABLE OF TEMPORARILY SHUTTING DOWN THE SYSTEM BY UTILIZING INTERNAL/EXTERNAL OPTIONS SUCH AS RAIN AND WIND SENSORS AND HAVE THE ABILITY TO ADJUST RUN TIMES BASED ON A PERCENTAGE OF MAXIMUM EVAPOTRANSPIRATION RATE. LANDSCAPE MAINTENANCE PLAN LANDSCAPE SHALL BE MAINTAINED IN GOOD QUALITY CONDITION, FREE OF DEBRIS AND WEEDS AT ALL TIMES THROUGHOUT THE YEAR BY THE OWNER(S) OR ASSIGNS. A REGULAR WEEKLY MAINTENANCE DURING THE GROWING SEASON SHALL INCLUDE BUT NOT BE LIMITED TO MOWING AND TRIMMING IRRIGATED SOD, REMOVING CLIPPINGS IF NOT MULCHED, REMOVING ANY TRASH AND/OR DEBRIS FROM THE ENTIRE SITE, HAND WEEDING THE PLANTING BEDS IF NECESSARY. INSPECT THE IRRIGATION SYSTEM (REPAIRING IF NECESSARY). KEEPING THE IRRIGATION SYSTEM IN EXCELLENT REPAIR IS CRITICAL FOR PROPER COVERAGE, ESPECIALLY IN A LOW WATER USE LANDSCAPE SUCH AS THIS. DRYLAND SEED AREAS SHALL BE MAINTAINED SUCH THAT GRASSES AND WEEDS ARE NOT PERMITTED TO GROW TALLER THAN 12". THE PROPERTY OWNER SHALL NOT ALLOW THE GROWTH OF NOXIOUS WEEDS. GRADUALLY REDUCE THE WATER APPLICATIONS ON TURF AND PLANTINGS AFTER THE INITIAL PLANTING PERIOD TO ENSURE PROPER ROOT ESTABLISHMENT FOR DROUGHT TOLERANCE. MANY OF THE SHRUB BEDS WILL NOT NEED IRRIGATION AFTER ESTABLISHMENT EXCEPT IN EXTREME DROUGHT CONDITIONS, IF THE PLANTS HAVE BEEN ESTABLISHED PROPERLY. AFTER ESTABLISHMENT PERIOD, RE -PROGRAM IRRIGATION CLOCK SEASONALLY TO THE APPROPRIATE APPLICATION RATE. WINTERIZE THE SYSTEM IN THE LATE FALL TO PREVENT FREEZE DAMAGE. IF DROUGHT CONDITIONS PERSIST IN WINTER MONTHS IN THE FIRST TWO YEARS OF GROWTH, WATERING THE LANDSCAPE IS CRITICAL. EITHER HAND WATER, TRUCK WATER, OR TURN ON SYSTEM AND RE -WINTERIZE AFTER USE. USE BMP'S (BEST MANAGEMENT PRACTICES) OF THE LANDSCAPE INDUSTRY TO SCHEDULE FERTILIZATION, AERATION, MULCH REPLACEMENT, AND PLANT REPLACEMENT. USE IPM (INTEGRATED PEST MANAGEMENT) PRACTICES FOR PEST, DISEASE, AND WEED CONTROL. USE CHEMICAL CONTROL OF PEST, DISEASE, AND WEEDS ONLY AS A LAST RESORT. RETAIN THE SERVICES OF A QUALIFIED ARBORIST TO INSPECT THE TREES AND SHRUBS ONCE A YEAR, ESPECIALLY FOR THE FIRST THREE YEARS. THE ARBORIST SHOULD CHECK FOR DISEASE AND/OR PESTS AND IF STRUCTURAL PRUNING OF THE DECIDUOUS TREES IS NECESSARY. (THE FIRST THREE SEASONS OF GROWTH ON DECIDUOUS TREES IS CRITICAL FOR PROPER WATERING AND PRUNING TO ENSURE A LONG LIVED HEALTHY TREE). INSTALL WINTER WRAP ON TREE TRUNKS OF TENDER BARKED DECIDUOUS TREES IN THE FALL AND REMOVE IN THE SPRING. INSPECT THE INITIAL STAKING, WIRE, AND STRAPPING OF THE TREES PERIODICALLY TO ENSURE THAT THE WIRE AND STRAPPING IS IN PROPER PLACEMENT. REMOVE INITIAL STAKING, WIRE, AND STRAPPING FROM TREES AFTER TWO WINTER SEASONS. THE SHRUBS HAVE BEEN CAREFULLY SELECTED SO AS NOT TO OVERGROW THE SPACE IN WHICH THEY ARE PLANTED. ONLY PRUNE OUT DEAD AND DAMAGED BRANCHES OF DECIDUOUS SHRUBS. DO NOT SHAPE THEM WITH SHEARING. ORNAMENTAL GRASSES SHOULD BE CUT TO THE GROUND IN LATE WINTER OR EARLY SPRING BEFORE NEW GROWTH APPEARS. WOODY PERENNIALS SUCH AS POTENTILLA AND RUSSIAN SAGE SHOULD BE CUT TO THE GROUND EVERY FEW YEARS TO REJUVENATE GROWTH AND BLOOM. EVERGREEN TREE OPPOSITE SIDE SAME TRUNK PLUMB STRAIGHT 8" GREEN STEEL TEE POSTS WITH BLADE ON TREE SIDE MULCHED, SOD -FREE BASE AROUND TREES PLANT P1 TWO TIMES 'I'lll ��I[IIII[IIIIII LARGER THAN BALL DIAMETER ROOT BALL TO BE 2" ABOVE FINISHED GRADE BACKFILL DECIDUOUS TREE OPPOSITE SIDE SAME REMOVE ALL FOREIGN MATERIALS FROM TRUNK AND BALL FOLD BACK TOP HALF OF UNTREATED BURLAP NW ... N'N TREES UNDER TREES 3" 3" CLP CLP AND UP STAKING PLAN NOTES: 1. WRAP TRUNK WITH 4" TREE WRAP DURING LATE FALL AND WINTER MONTHS. 2. DETAIL IS TYPICAL IN INTENT ONLY. RUN DOUBLE STRAND 12 GAUGE WIRE THROUGH GROMMETS IN 2" NYLON STRAP. RUN WIRE TO POST AND TWIST FOR SLIGHT TENSION Ll PROTECTIVE CAP SECURED TO STAKE DECIDUOUS EVERGREEN SHRUB SHRUB UNDISTURBED SUBGRADE BACKFILL FINISH GRADE WITH WOOD MULCH PLANT PIT TWO TIMES LARGER THAN BALL DIAMETER. ROOT BALL TOBE1" ABOVE FINISHED GRADE TREES AND SHRUBS PLANTING DETAIL LANDSCAPE ARCHITECTURE STAMP 01- Lv phone: becky.rnartinek15674 Licensed Landscape Architecture NATURE'S DESIGN 15674 Jamestown, ASSOCIATES LLC Indiana Gulch Rd. CO 80455 303-459-3333 c-• mail.com PLAN , Vista Commercial Center [ County, Colorado Plan Date: 06/23/2016 Revisions: I i Sheet � Number: I C?6 @ c) ♦ ♦ / T 891-011 T 101-0" / 311-0" 71-0" r 4V-0" 161-511 / r-'- 1 1 � '---1 L r--- I , I '--1 I I I rn r/X�t T�,Tt��t�+ilwh SG�.iIF i r!rd — _ k . i STORAGE 1 I I 1 I P4R riL00R o1RA oruuN (71621 Car/ j EMPLOYEE RESTROOM E r O I.. LAUNDRY FIRE G INDER Z. 0 el if MECH./ELECT, I 0; L II D E I , i rair STORAGE BREWERY` o — ,\= MEN)„../�' _ i =1 I EVENT ROOM COVERED .. PATIO: , 7?ENTRY•® tQ el I L ' COVER CHANGING ROOM . �,' -f o ° °I `' KITCHEN I _i STORAG a OFFICE - AR LOCKERS PREP _ I ... N2 WINDOW 61.AS51 F=== h l0 1 1 ---_ KITCHEN 61-011 COOLER k _ _ ,. z ----� - Q ♦ • STATIONL € a �' ��f,l i ICOUM 1 I BUS BAR , ,� F ® .4 COVERED PATIO ... .,• DINING TAP ROOM o -�r__ .. CC_ L _ __ '_ ...] 171_3" 51-011 171-311 6" 11.611 / 8'-0" 211-611 401-0" 121-5" 41-011 101-011 / / 311-0" 71-011 1'-0" 4V-0" / 161-511 / / / 105'-511 - ct) FLOOR PLAN O 0 zit .0$3 701 l Z 12 0 LJ w 7). c ,t1 0 t Q0 Ph. 303.442-1201 II) O 0 co 0 D 0 O tN CV (/) C v z co O. I- Co co WELD COUNTY, COLORADO SPR3 SCALE: 1/8" = 11_0(1 I J EAST ELEVATION II 71- I T II r _ Zr -n H SCALE: 1/811 = 11_0' 5 _ SOUTH ELEVATION SCALE: 1/811 = 1 -011 r -x---11 I I I I I I I I 1 111FJ1IIIIIIfIIIII IIIIIIIIIIII�kEIIIIIIIIII L11IIII J, 11 ! ! Y Y F 0 WEST ELEVATION SCALE: 1/8k1 = 11-0k1 1Tt =1� 111111111" IIlliIIIII i _ II L II 1 T NORTH ELEVATION SIGN SCALE: 1/8" = 11" 011 dCY) Zig O C WN � o� VI (13 4IN C4 Co 0 Ph. 303.442-1201 a a to 0 -o 0 O N N D 1n v N QJ 0 L a CO N N CO w0 F- ❑ • Q W U a ❑ tea Z — W F- -J • o Q ❑ i-w SPR4 (JT ��a1 LOIi5lATrViTS "` ENGINEERING CONSULTANTS 743 PEAR LOUISVILLE, COLORADO PHONE: 303.604-'1634 jim@jIbcivil.com •- "-`' 80027 MAXIMUM 6" LIFTS 4 Y A FINISHED GRADE -'• ---I •.. O. ' �� 5A .5073r.0 Ll' a ', 5/30/2016 �S . c OPAL r1' -\//i 60 0 0./ 0 c'<i f . . . \ . /. / 0 ., , c, I I I . / es„.,,„ ....,„ < \\/\� . ,f> ...„ , f /\ ` \/\/ ) BACKFILL METHOD . „5„,„0,000 .0„, / •ii/i 111= I ITT �/�i \f'/\/\/\/ \/\// / // // I/ I I I I I I I iii__ I __ // /� \\ \\ \\ '-BACKFILL , \\\• '\/\/_SEE iii— I- Ili IN ROADWAY AREAS= 1�IN - -BACKFILL W/O N-=\ SITE MATE RIALS=I NON-ROADWAY_//��%; \\ \/\i •/\~/`'-`<`\',,D-EPENDING >\\ \\ I /• •. of/ Vii\\ice\ �\�% ON \LOCATION ./",\<</x. \-/ '<\ \i% i\` '\ f� NOTE 1� —III- \\ \� \` I I I =—AREAS. I I \\ \\. n /\\� I T 90% COMPACTION A III I /\/\/ — —' REQUIRED . /\/\ /�\\/ SOLID WIRE ` �\\ \ VALVE BaX \ � I III \/\\ . CONSTRUCTION DRAWINGS COLLISION BREWERY WATER DETAILS NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO IIII I \\\,; ATTACH PIPE WITH SUPPER %/�i / f< / / � �—.1 1 1_1 ! 1__ III III III ///.// ! /\\\\% / // \//\/, \\�\\/. // / _ /\ COMPATIBLE TAPE AT 25' BL OCRING .\//,;, INTERVALS, r� %\\'CKFILL ;\\/YERS ./..- IN 6 ./(1\t, " AND (i /\�/ /, \% \\/ \-/�i'/� SQUEEGEE t I , •: I \j� �' ; . • •' I /` TA M P `� \ <- BEDDING !�f/ / HAND BACKFILL IN 3" LAYERS \ \ \ • \ ; �� \ \ AND TAMP .: I >..., • =• \\•\/\/\ /,\\/��\ \/ /\\\/\\// 6" /\/ '//\ MIN �/\ // \//��// \ /\/\/\/\ ..\/j //%/i\/\• \;• 6" MIN , ( w •\ •\ ; //\\//\\/.\�� •/\\i\\/\-\ .\\,1:, .� A VALVE BLOCK • NG /:�i/ SECTION \\/\\/\/\/\' \/\/\\/\\/\\\/� /%�i.��,;ii�ii�/i�//%�/'�\/ .\".�\. A -A PIPE O.D. + 12" MIN. 1.) INSTALL TRACER WIRE WITH PIPE INSTALLATION. 2.) TRACER WIRE SHALL HAVE EXPOSED END INSIDE BUILDING FOR ATTACHMENT OF DETECTION DEVICE. 3.) COORDINATE WITH WATER DISTRICT IF TRACER WIRE SHOULD BE CONNECTED TO ANY TRACER WIRE ON PUBLIC MAIN, IF THERE IS ONE. 4.) TRACER WIRE SHALL BE TESTED TO CONFIRM CONTINUITY PRIOR TO BACKFILL OF TRENCH. VALVE BOX SHALL BE CENTERED SHALL NOT TRANSMIT SHOCK VALVE SHALL BE BLOCKED WITH OR OTHER SUITABLE MASONARY AND PLUMB WAVES OR BRICK, MATERIAL. SCALE: NONE OVER THE WRENCH NUT AND STRESS TO THE VALVE. CINDER BLOCK NOTE 1 : BACKFILL SHALL BE APPROVED AUTHORITY. MATERIAL IN ROADWAY AREAS CLASS 6 ROAD BASE OR AN ALTERNATIVE BY THE LOCAL TRANSPORTATION 95% COMPACTION REQUIRED. SCALE: NONE LEFT HAND WATER DISTRICT VALVE BOX DETAIL LEFT HAND WATER DISTRICT TYPICAL TRENCH DETAIL I I BKEETH 1 -DD TRACER WIRE FOR WATER SERVICE BKEETH 3 -DD REV. 9-22-99 D:\AUTOCAD\DET1.DWG N.T.S. REV, 9-22-99 D:\AUTOCAD\DET3-DWG / 1; \\ \, , ./ /`Y/\/ ///\, /\ >/\/\//", y\`' \ii\\/ f\\\3'\ .:..,� /\\/ /:, . / FLANGE CONNECTION --._ BOLTED COUPLING SLEEVE TYPE". APPROVER HORIZONTAL JPPI1Q'J'c0. BiCKFLO\t METER PREVENTIO#f TJEV10E I- Q C� JLB ENGINEERING CONSULTANTS ,\'`\///j�//\i /\ \//// . //�\/'\`//\ //',\ \ .. /\\-/\\/\\/\\/i\Yi-. `j\//\/\/f ., \\ \\ \ \\/' . _ •� \/X \ ~ • REVISION/ISSUE [ APPV ,• Ys I. . 1 i„,›- a /�� \/�\• J COMBINED �tRE �� `J, \/` /i .• 1 1 I &. DOMESTIC D.I.P. WATERLINE DOMESTIC FLQ'� SERVICE UNE \,\\, 4• f CORP OR VALVE — s, /\f 1 `N/ r A r l BEND T A lBE TEE -� `' �. NOTE: J -. 1—• ALL ETES AND MUST{ BE REA ELY .AN7D f IMMEDIATELY E� ACCESSIBLE FOR TESTING, REPAIR, AND/OR REPLACEMENT AND MAY NOT LOCATED WITHIN A WALL. ELBOW P LAIC (must have lock approved VALVE by district) �,� TO FIRE SPRINKLER SYSTEM NOTES: \/>\/f\\/ \ \/�//\\//��/ 1) BEARING AREA=Bxh \//\/ j\\j\` 2) ALL CONCRETE SHALL BE AGAINST UNDISTURBED EARTH. 3) THRUST BLOCKS SHALL ALL BENDS Z 11 1 /4' & POURED BE USED FORi/�� ALL PLUGS 45' .' \//\� \ •:' / /••{r f '-' _ -�� GATE APPROVED VALVE BACKFLOW PREVENTION DEVICE Q ) -- = I .- GATE ' / CORPLRP STOP VALVE BOLTED (TYP) i L OR BRASS COMPRESSION 4) ALL FITTINGS & PLUGS MUST WRAPPED WITH POLYETHYLENE >/•/ \// //�/i/' BE \ '•45°;;;"\ TO ,,,,y \ `� \/\\� 7 \•,.,‘-• �.- BRASS SADDLE--_____ UR FLANGE=D TEE �� -tl' �� ' OR VALVE / -APPROVED HORIZONTAL METER Fly f'PftG4'c0 BACKFLOVV PREVENTION DEVICE PREVENT CONC. FROM ADHERING TO THE BOLTS OR PIPE. h 1 MUST BE < H/2 SECTION i TEE - '" - '. 1-( 41 -' `: 200 P.S,I. PRESSURE TESTING 2000 #/FT2 SOIL LOADING 1• ~ i Ti ( I "` �TEF )- FINISHED GRADE L , , L. r ^ J '-� BEARING AREAS FOR VARIOUS FITTINGS (FT.2) ,, i MIN 12°- - 7fPiCAL FLOOR SIZE TEE & PLUG 90' BEND 45' BEND 22 1/2' BEND 11 1/4' BEND , ADJUSTABLE 6" 3.5 4,5 2.5 L5 1.0 in MEN 10' Fit *BREAKER/ U STEEL --FLANGE CONNECTION PIPE SUPPORTS AS =2-3/4" (HIGH STRENGTH) ALL THREAD REQUIRED TO FULLY a" 5.5 7.5 4-a 2.0 1.5 LLI i- O 1a" 8.0 6.0 3.5 2.0 t �. �- SUPPORT PIPING SYSTEM, 8Q' BEND (MEGALUGGED) 12" 11.5 16.0 9.0 4.5 2.5 MIN 1a" I . PROFILE 14" 15.5 22.0 12.0 6.0 3.5 16" 20.0 28.0 15.5 8.0 4.0 f .... -. -Y:�S�•" 3:1. 1.""- '� f 11+� 16" 25.5 36.0 19-5 10.0 5.5 `J}' �n L � r �i LI`.''.R }� s! 44- �Y.i.^'44-i1 i�fl �.. "' '' 20" 30.5 43.5 24.0 12.0 6.0 -; DUCTILE IRON PIPE J, r 'F",•;ig ,`•' f 4.- 'r Design dLB Drawn DSS 24" 44.5 63-0 34.0 18.0 9.a TO MAIN tom i�'°iy+ VERTICAL THRUST RESTRAINT (:.1000 PSI MIN!) V• t yFi REFER TO DETAIL o FOR SLING REQUIREMENTS 30" 69.5 99,0 53.0 27.5 14.0 Checked �zs Checked JLB '� NOTES:I. ALL DISTRICT STANOARDS MUST SE MET INCLUDING HUT NOT UhiffEO TO SCALENONE THE 'HYOROSTAT]C, HIGH CHLORINE, LOW CHLORINEAND eA0r-T SAMPLING . ANu TESTING. 2. AU_ JOIPTTS}PIPING MUST 8E RESTRNNE0. 3, MIN 5' BURY FOR WATERLINES. 36" 99-5 140,5 76.0 39.0 20.0 42" 134.5 190.0 103.0 53.0 26.5 Date MAY 30, 2016 SCALE: NONE Job No. 1432 32 LEFT HAND WATER DISTRICT �� D— 2432.E TYPICAL COMBINED FIRE/DOMESTIC COMMERCIAL SERVICE JAG 1 3 _ DD LEFT HAND WATER DISTRICT SHEET DET7 (INSIDE SETTING) REV. 6-24-08 -2lmlill °` D:\AUTOCAD\OET13.R'��G "' HORIZONTAL THRUST BLOCKS BKEETH 5 -DD REV. 9-22-99 p;\AUTOCAD\DET5.D4VG 15 OF 15 SHEETS 1 1 J 1 HORIZONTAL SCALE: 1"=20'""' 4965 VERTICAL SCALE: 1"=5' 4965 . o ENGINEERING !J 1 CONSULTANTS ENGINEERING CONSULTANTS 743 PEAR COURT LOUISVILLE, COLORADO PHONE: 303.604.1634 jim@jlbcivil.com �._ — A ::, 80027 4960 4960 EXISTING A cp REQ/ o S� .. '' c4 -� 30736':E . . 5/30/2016 : 6,, - .. . • F..t.P 4955 o 6 N` `LO 4955 ¢ N PROPOSED GRADE u� 2 (r TL___Z!- _ 11 — - _ 4950 I 4950 �- �� I I ,- �I `' H I I 1 L _J I� "ti I - I 71.86 L.F. 12" PVC Q.63% L - J INV.: 4947.06 I_ �'J _ CONSTRUCTION DRAWINGS COLLISION BREWERY UTILITY PLAN & PROFILE NW QUARTER, SECTION 8, TOWNSHIP 2 NORTH, RANGE 68 WEST COUNTY OF WELD, STATE OF COLORADO a 59.70 L.F. - 12" PVC @ 0.68% O L- � - 61.04 L.F. - 12" PVC CI. 0.50%_ NV.: 4946.861 vi �. 4945 n 132.48 L.F. ti 12" PVC (g0.88% — — 4945 v ^ r- n z z a, rn O z Lri o) z N 29.56 L.F. 12" PVC 4940 © 0.50% z 4940 4935 4935 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 STORM SEWER A HORIZONTAL SCALE: 1"=20' 4960 VERTICAL SCALE: 1"= 5' 4960 HORIZONTAL SCALE: 1"=20' 4955 VERTICAL SCALE: 1"=5' 4955 HORIZONTAL SCALE: 1"=20' 4955 VERTICAL SCALE: 1"=5' 4955 PROPOSED GRADE 4955 4955 4950 ` 4950 4950 4950 XI TING GRADE PROPOSED RA EXISTING GRADE PROPOSED GRADE - -' - - - - - - - EXISTING GRADE , ~ - 4950 \ 4950 4945 - - ~ 4945 4945 - - I__ 4945 - - - - ^ ~ - P 65.00 L.F 18" C.M.P. ® 0.50 - N 0 `J - _---~CD (INCLUDES F.E.S.) . - 70.00 LF - 15" C.M.P. 0 0.E IN V.: 4944.50 co ,t co (INCLUDES F.E.S.)— 0, .. 01 4945 50.00 L.F — 115„ CMP © 0.50% 4945 4940 4940 4940 4940 • z N (INCLUDES F.E.S.) o z z - rn U) v Z Z z w Q 0 CO JLB ENGINEERING CONSULTANTS 4940 - 4940 4935 4935 4935 4935 REVISION/ISSUE APPV 4935 4935 4930 4930 4930 4930 4+50 4+75 5+00 5+25 5+50 STORM SEWER B 5+75 6+00 5+50 5+75 6+00 6+25 6+50 6+75 7+00 STORM SEWER C 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 STORM SEWER D 4960 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"= 5' HORIZONTAL SCALE: 1"=20' 4960 VERTICAL SCALE: 1"=5' 4960 4955 4955 0 I I l i RIM: 4950.97 4955 Li.) EXISTING GRADE PROPOSED GRADE PROPOSED GRADE \ ------'. I- 4950 4950 J ; 4950 L Li- 6.77 L.F. 4" SDR-35 ® 2.00% _____ ~ - - SAND/OIL INTERCEPTOR - RE: PLUMBING . PLANS FOR DETAILS- L- I 21.21 L.F. 4" SDR-35 @2A0% - .. m EXISTING GRADE 4945 4945 4945 5D% 90' ELBOW I NIV.:I7I4946.24 N „ 5 D R' Iii V.: 4945.48 co z LLJ I--- 0 5 06 Lei its 4 c> rn v a t, C) 4940 16.89 L.F. . 4" SDR-35 :0 2.00% 4940 L.F. 4" SDR-35 2.00% • .— > z ? JZ co 4940 E $6.41 z CONNECT TO EX. Design 18 Drawn DSS 90' ELBOW n m Z— N a Checked 18 Checked 18 ,i- N. o °; °; pale MAY 30, 2016 4935 0 - 42.11 L.F. 4" SDR-35 7.509 4935 �_ 4935 _ - az--z Job Na 1432 z co— 0- 14,32.1 9.74 L.F. � 4" SDR-35 (� 2.00% SHEET U P 4930 4930 4930 7+50 7+75 8+00 8+25 8+50 8+75 9+00 SANITARY SEWER A 8+50 8+75 9+00 9+25 9+50 9+75 10+00 10+25 10+50 10+75 11+00 SANITARY SEWER B 8 OF 15 SHEETS 0 U 67 �o `o rodsrc O ✓ m m • 4 KIRA~tea H U SPECIAL WARRANTY DEED I a E m a Horizon InvestmerdsPhase H. LLC.,a Cobrndo rltnited 1tibNtycompany. Squirrel Holdings, LAX, n Cabr.Jo IimIi d liability company 11)32 Crystal View Law, Longmont, CO S0Stl4, oFthe County or Wald and Staloof Mt a1 a x : V g Et t1 ,m kal-• mm 07 g 5 P E p W 1 F< a4'e Opf7 11!1 i ng =6 -Ds Igam trEi 00;x EL^l t C35 z°m§mot WW d84a KZ 1117.'] 5Vrc hill gidii zz .vQu.3 g TWO Aigl uElle tIlAog 464=_r CEGJt� Fy=8smoS i� .zw I. hi algiA 8 ? di A c al F 'E W lil :l 3 as y > l G 3 I—gR_$,� t A $11. wo g Eli I 'milk El 4 filr. Q E !7 V V e a y EE fn L igr9':0 ; w Am.jmO& 4 E-. o19il . ▪ 9 as d,. 8� p _ - - qP `- n �aS:::Iew:Eo .rte_$a5$a w g4 1 E F .':i.4]o.4� oliPtiEdP .E E rn FF 0 0 U 0 O Qmm5 R [Z - as OWO cdo - m rn d2 7 F U a SPECIAL WARRANTY DEED Tills DEED. mods this lib day of November, 2015 between Horizon Investments Phast !1, LL.C., ■ Colorado united llahllity company, oFthe County of Boulder sad Samar Colarvdo, graomtjs). and Sgalrrcl Holdlags, LLC, • Coleredo limited !lab -Hilly canpiuy tuna ftl,lEt m-A4A gaio t.E�Qe3 i2: t ;Et -b6 $t4 ea � a gg E{ 9 'tea CFl5I £'r 3 Y W1ME Piikv RCIAL CENTER RILING II, pa F o g� u mmoH Czztt owillpm z._0 <0E1-‹. t9!mgt algarl y 33.. I Left Hand Water District July 7, 2016 Re: Parcel ID # 1131308208007 Owners: Squirrel Holdings, LLC Legal Description: 2VCC L7 BLK6 2ND CORR VISTA COMMERCIAL FG#2 TO WHOM IT MAY CONCERN: The property located at the above address or legal is within the "SERVICE AREA" of Left Hand Water District. The tap fee for the above named property has been paid and the tap is active and in good standing. This entitles one stanadard commercial tap equivalent to receive water service at this location. If you have further questions regarding this matter, you may contact me at the District office. Jrn- Lilah Imes Executive Assitant Left Hand Water District Left Hand Water District P.O. Box 210 N Niwot, CO 80544-0210 N Phone 303-530-4200 N Fax 303-530-5252. www.lefthandwater.org lV A St. Wain SANITATION DISTRICT March 15, 2016 Mark Ward 3223 Arapahoe Ave, Suite 220 Boulder, CO 80303 RE: Lot 7, Block 6 Vista Commercial, Longmont CO 80501 1 The above land parcel is within the St. Vrain Sanitation District (SVSD) 208 service area and will be served contingent upon submission and approval of the following: • An electronic PDF file of the construction drawings (civil and plumbing) - The drawings must show the sanitary sewer service line from the building to the main, with a monitoring manhole as well as the interior layout showing bathrooms, sinks etc. Please refer to SVSD Details #15 and #16 (attached). • Completion of the Non -Residential Waste Survey - Explaining the anticipated site activities and their potential to generate pollutants. This helps the District determine if additional follow-up is needed on issues such as safe chemical storage or on -site wastewater handling or treatment (attached). • If the nature of the activity is such that pretreatment of wastewater is required, plans for such treatment units must be included for approval. Example: Grease or sand oil interceptors, or other specialized treatment of industrial wastes such as pH neutralization or metal removal. • Construction of necessary lines to serve the property. • Proof of water meter size. • Payment of $90 plan review fee, per submittal and re -submittal. • Purchase of sanitary sewer connection. Construction may begin after a letter authorized by the District is sent to the developer or owner stating construction plans are approved and all conditions have been met. Service will be subject to St. Vrain Sanitation District Policy, Rules and Regulations. Sincerely, USA Elizabeth Csotty Project Assistant cc Robert Fleck 11307 Business Park Circle Firestone, Colorado 80504 303.776.9570 Main 303.485,1968 Fax vv W w. s4san.Can] ST. VRAIN SANITATION DISTRICT NON-RESIDENTIAL WASTE SURVEY I. BUSINESS NAME L ..,//S r1� 244.4:!E.4.);-.1 rJ C 1,+- 't C •i, L MAILING ADDRESS / k' .:7 S e.p '_y =0 r-i2Gty BUSINESS LOCATION 3 7 . 1Oc C INDIVIDUAL RESPONSIBLE FOR OPERATION ICE t J4 _ O(fi) ,E')s Name Title INDIVIDUAL PROVIDING INFORMATION _4_7/ [2e Name Title 2. TYPE OF BUSINESS: MANUFACTURING DISTRIBUTION tgl i..O.4.?. 3cD3 _ �3 -(1 G Phone No, SALES [ ] SERVICE p]` OTHER 4 .5' Ei�t-{s2.• DESCRIBE YOUR BUSINESS ACTIVITY r?,� U e � c.��( et[' Vic« r - CHECK ALL ACTIVITIES OCCURRING AT YOUR LOCATION [ ] Centralized Waste Treatment [ j Copper or Aluminum Forming [ I Chemical Manufacture [ ] Electrical Component Assembly or Manufacturing [ } Electroplating [ ] Flammables/Explosives Use [ ] Glass Manufacture [ 1 Grain Mills [ I Laundry, Commercial I j Leather Tanning & Finishing [ 1 Metal Finishing (Including electroless plating, anodizing, coating, chemical etching, etc, [ ] Metal Molding and Casting 'Ni.None of the Listed Activities ( 1 Mining [ I Non Ferrous Metals Forming [ ] Oil & Gas Refining/Extraction [ I Pharmaceutical Manufacture [ j Painting/Finishing [ ] Photographic/X-Ray developing [ ] Porcelain Enameling [ ] Printing/Publishing [ 1 Rubber Processing [ ] Smelting/Metal Refining [ ] Steam Power Generation [ ] Timber Products & Processing [ ] Transportation Equipment Cleaning [ ] Vehicle Repair Shop/Garage [ j Trucked/Hauled Waste 3a, -931- d rr a Phone No. LIST PRINCIPAL PRODUCTS OR SERVICES 1:5c eft 5 (. J . -'S 1Ge�d C•v` LIST RAW MATERIALS USED (•(-c? c i= /er-4s FJ � LIST PROCESSES 1NVO VEDc (�.'��ic,�tr. r ;oz., - - STANDARD fib S`I•RIAL CLASSIFICATION CODE(S) FOR MANUFACTURING AND SERVICE INDUSTRIES. ( I ) 3. METHOD OF WASTEWATER DISPOSAL: MUNICIPAL SEWER 0, SEPTIC TANK [ ] HAUL [ ] If answer is septic tank, skip to the end of the form, sign, date and return. TYPE OF WASTEWATER DISCHARGED INTO MUNICIPAL SEWER: DOMESTIC [ } INDUSTRIAL Note: Domestic wastewater includes wastewater produced from the non-commercial preparation of food, or wastewater containing only human excrement and similar matter from the sanitary conveniences of dwellings and commercial, industrial or institutional buildings. All other wastewater should be considered industrial. 4. DOES YOUR ACTIVITY INVOLVE THE USE OF ANY OF THE FOLLOWING: NOT TO CHEMICAL YES NO SURE IF YES, PLEASE IDENTIFY SEWER Anti Freea_eliilvcol Compounds I ! .. I Greases/ Oils l X. L I isr�l .f: -I.` '} ._= t' x �.z,te 1 >S'C Acids/Corrosives l I I_,( I Hi .h Solids Wanes I I l _ 1 Solvents {incl. cleaning solvents) IX f614 I 15rs.L:+ 2-.1.1V r.. .4In" i4? e..3 G{c A's -1-"..1 FlarrunablesfExpiosives I i k I 1 Pesticides/Herbicides _l___[ V-- ( —_L I Phenols 1 I k.I l_ I Cyanides I [ k- I I _ I Metals/ Metal Solutions I K Nitrogen Containing Compounds I L )..-.4 _ I ] Organic Chemicals I I X- I I I HaZardaus Waste Accumulation Radioactive Isotopes Trucked or Hauled Wastes High Temnerature Wastes L 5. IF ANY OF THE TABLE CONSTITUENTS ARE DISCHARGED OR PROPOSED TO BE DISCHARGED INTO THE PUBLIC SANITARY SEWER, INDICATE WITH AN (X) IN THE FAR RIGHT HAND TABLE COLUMN. PLEASE USE AN ADDITIONAL SHEET IF MORE SPACE IS NEEDED FOR ANY INFORMATION, 6. DO THE CONTAINERS OF THE SOLUTIONS OR MATERIALS USED IN YOUR MANUFACTURING, CLEANING, OR OTHER OPERATIONS BEAR ANY HAZARD WARNING LABELS? IF SO, PLEASE LIST THE NAME OF SOLUTION OR MATERIAL AND TYPICAL QUANTITIES KEPT ON -SITE. AA } 7, IS YOUR WASTEWATER TREATED BEFORE IT LEAVES YOUR FACILITY BY SEDIMENT INTERCEPTOR, OIL SEPERATOR OR OTHER MEANS? NO IF XES, PLEASE DESCRIBE; INCLUDE DIMENSIONS & SITE LOCATION. 8. ARE THERE ANY FLOOR DRAINS IN THE WORK AREA (YE� NO 9. DO YOU ANTICIPATE ANY FUTURE CHANGES IN OPERATION? YES NO' IF YES, PLEASE DESCRIBE. 10. ESTIMATE THE TOTAL WATER USAGE AT YOUR BUSINESS. This information is usually available from your water bill. )c -,),41.6,e-.:.5 14l 6,�;,s cf,ay NOTE TO SIGNING OFFICIAL: In accordance with Title 40 of the Code of Federal Regulations Part 403 Section 403.] 4, effluent data provided in this questionnaire shall be available to the public without restriction. Any other information provided may be claimed as confidential by the submitter. Such claim must be asserted at the time of submission by stamping the words "Confidential Business Information" on, or similarly identifying the information claimed as confidential. Requests for confidential treatment of information shall be governed by procedures specified in 40 CFR Part 2. I HAVE READ THE ENCLOSED INFORMATION AND BELIEVE THAT IT IS ACCURATE AND CORRECT, NAME CL: -.7."-:—t 4 -de TITLE_ O t T SIGNA'I URE DATE 31/./6/76 Hello