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Home My WebLink About20194341.tiff WATER SUPPLY INFORMATION SUMMARY Section 30-2B-i33,(d1, C,R-S- requires That the applicant submit to the County,"Adequate evidence that a water supply that is sufficient in terms of quantity, qua€ity and dependability will be available to ensure an adequate supply of water. 1. NAME OF DEVELOPMENT AS PROPOSED EMI 2. LAND USE ACTION 3. NAME OF EXISTING PARCEL AS RECORDEDParcel(s): 131308209008. 131308209003, 131308209004, 131308209007 -Combine four lots into one Vista Commercial SUBDIVISION Center FILING II BLOCK 7 LOT 3,4,7, 8 4. TOTAL ACREAGE 4.63 5. NUMBER OF LOTS PROPOSED one PLAT MAP ENCLOSED ❑ YES S. PARCEL HISTORY Please attach copies of deeds. plats or other evidence or documentation. A. Was parcel recorded with county prior to June 1. 1972? O YES © NO B. Has the parcel ever been part of a division of land action since June 1, 1972? ® YES El NO If yes. describe the previous action Property was replat in 200O 7. LOCATION OF PARCEL - Include a map dsliniating the project area and tie to a section corner. _ NE 2 114 OF 114 SECTION 8 TOWNSHIP © N ❑ S RANGE 68 0 E l)I W PRINCIPAL MERIDIAN: IK]J 6TH El fb,M. O UTE ❑ COST1LLA 8. PLAT • Location of all wells on property must be plotted and permit numbers provided. Surveyors plat El Yes D No If not, scaled hand drawn sketch El Yes 0 No 9. ESTIMATED WATER REQUIREMENTS - Gallons per Day or Acre Feet per Year 10, WATER SUPPLY SOURCE I ❑ EXISTING ❑ DEVELOPED ❑ NEW WELLS - WELLS SPRING PeepOSEZT*OUFfr;"a•ICHECK ONE} HOUSEHOLD USE # of units GPO AF WELL PERMIT NUMBERS ❑ALLUVIAL C epv€a ARAPA4{OE C yP'EA NOON L LOW#]i ARAPAHO# COMMERCIAL USE N 49,600 of S.F. 465 GPO AF U OAVVsarr C WAVE OX thus ❑ABM ❑4AKOTA ❑©VER IRRIGATION N of acres GPO AF STOCK WATERING # of head GPO AF ❑ MUNICIPAL The majority is drip irrigation to individual ID ASSOCIATION WATER COURT DECREE CASE NO.'S trees and shrubs. The native grass will be GPO _ AF ❑ COMPANY watered for only one growing season to get I] DISTRICT established,and then will not be irrigated. GPO AF NAME Left Hand The amount of water used is a lot less than the 0.81 acres implies LETTER OF COMMITMENT FOR SERVICE El YES ❑ NO 11. ENGINEER'S WATER SUPPLY REPORT )/ YES O NO IF YES, PLEASE FORWARD WITH THIS FORM, Tiyis may ba required before our review is completed.) 12. TYPE OF SEWAGE DISPOSAL SYSTEM DSEPTIC TANKILEACH FIELD El CENTRAL SYSTEM - DISTRICT NAME St Vrain ❑ LAGOON O VAULT - LOCATION SEWAGE HAULED TO O ENGINEERED SYSTEM (Auld s copy of engineering design) ❑ OTI#ER Thompson Engineering,Inc. 0 1615 California St. Project: EMI Suite 301 Address: Vista Commercial Center Denver,Colorado 80202 Weld County,CO THOMPSON T: 303.991.0991 ENGINEERING Annual Water Consumption Estimate Inputs Full Time Employees Part Time Employees Visitors/Day Working Days (Information from Client) (8.0 hrs/day) (4.0 hrs/day each) Per Year 80.00 12.00 - 260.00 Uses Per Day Employees Vistors Total (2009 LEED) Total Male Total Female Total Male Total Female Uses 43.00 43.00 - - Water Closet 1.00 3.00 0.10 0.50 172.00 Urinal 1.00 - 0.40 - 43.00 Lavatory Faucet(15 Sec) 8.00 3.00 0.50 0.50 473.00 Shower(300 Sec) 0.10 0.10 - - 8.60 Kitchen Sink(15 Sec) 1.00 1.00 - - 86.00 Fixture Gallons per Use Consumption (Fixture Specific) Gallons Per Day Gallons Per Year Water Closet(Gal/Flush) 1.28 220.16 57,241.60 Urinal(Gal/Flush) 0.125 5.38 1,397.50 Lavatory(0.5 GPM for 15 Sec) 0.125 59.13 15,372.50 Shower(2.5 GPM for 300 Sec) 12.50 107.50 27,950.00 Kitchen Sink(2.0 GPM for 15 Sec) 0.25 21.50 5,590.00 Total not including Bar/Utility 413.66 107,551.60 Bar/Utility Fixtures Gallons per Day Quantity Totals(Gal/Day) Totals(Gal/Year) Truck Wash 300.00 - - - 2-Comp Sink - - - - Utility Sinks - - - - Mop Sinks 5.00 2.00 10.00 2,600.00 Dishwasher 20.00 2.00 40.00 10,400.00 Total 50.00 13,000.00 Parameters Mop Sink: One mop bucket per day(5 Days/Week) Grand Total Employees:50/50 Male to Female Ratio (Gallons per Year) 120,551.60 THOMPSON ENGINEERING Thompson Engineering, Inc. 1615 California St. Suite 301 Denver, Colorado 80202 Tele: 303.991.0991 Project: EMI -Weld County- Grey Wolf Address: City: IPC WATER FIXTURE UNIT CALCULATIONS FIXTURE IPC TOTAL IPC Quantity Water F.U. WATER FU Water Closet- Flushometer Tank 0 2.00 0 Water Closet-Tank 10 5.00 50 Water Closet- Flush Valve 0 10.00 0 Urinal- 3/4 Valve 0 5.00 0 Lavatory- Public 10 2.00 20 Service Sink 2 3.00 6 Kitchen Sink- Public 3 4.00 12 Dishwasher 2 1.40 2.8 Hose Connection 1 2.25 2.25 Hand Sink 2 2.00 4 Washing Machine (15 lb.) 0 4.00 0 Drinking Fountain 2 0.25 0.5 Shower 3 4.00 12 TOTAL WATER F.U. = 109.55 Estimated GPM (from Table E103) = 45.6 WATER TAP / METER SIZE = 1 .5" Minimum WATER METER size based on 10ft/sec: 3/4" Meter= 14 GPM MAX, 1" Meter=24 GPM MAX, 1.5" Meter= 55 GPM MAX, 2" Meter= 98 GPM MAX, 3" Meter=220 GPM MAX, 4" Meter= 391 GPM MAX Left Hand Water District May 21, 2019 Glen &Jean Johnson Company LP 1205 Hays St. Fort Collins, CO 80524-4317 Re: SOUTH OF VISTA VIEW DR AND EAST OF SANDSTONE DR, Lots 3, 4 7, 8 Blk 7 Legal Description: 2VCC L3 BLK7 2ND CORR VISTA COMMERCIAL CENTER FG #2; 2VCC L4 BLK7 2ND CORR VISTA COMMERCIAL CENTER FG #2 2VCC L7 BLK7 2ND CORR VISTA COMMERCIAL CENTER FG #2 2VCC L8 BLK7 2ND CORR VISTA COMMERCIAL CENTER FG #2 Weld County Parcel ID: 131308209003, 04, 07, 08 TO WHOM IT MAY CONCERN: The properties at the above legal descriptions are within the "Service Area" of Left Hand Water District and Northern Water Conservancy District. Construction of a new building will require the owner to provide a Tap Availability Review Form and a Commercial/Industrial Tap Application Supplemental Information Form to the District Engineer for approval. If all conditions and requirements are met, water service can be available to the above stated parcels in the future. Sincerely, 03,2 Christopher P. Smith, P.E. General Manager Left Hand Water District P.O. Box 210 N Niwot, CO 80544-0210 N Phone 303-530-4200 N Fax 303-530-5252 ry www.lefthandwater.dst.co.us A St. Vi•aiii SAN ITA't`ION I)IS'1`RICT May 10, 2019 Grey Wolf Architecture 1543 Champa Street, Suite 200 Denver, CO 80202 RE: Lots 3, 4, 7 & 8, Block 7 Vista Commercial Center Filing#2. The above land parcels are within the St. Vrain Sanitation District(SVSD) 208 service area and will be served contingent upon submission and approval of the following: • PDF copy of the recorded Replat—Final Plat. • PDF copy 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 & 16 for monitoring manhole (attached). • Sanitary sewer service connection for this project must tie into one of the existing sewer stub (see attached sewer sheets). • 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. • Payment of$90 plan review fee. • Proof of water meter size. • Purchase of sanitary sewer connection (tap). Service will be subject to St. Vrain Sanitation District Policy and Rules and Regulations. Sincerely, Elizabeth Csotty Project Assistant cc File 11307 Business Park Circle Firestone,Colorado 80504 303.776.9570 Main 303.485.1968 Fax www.stsan.com Hello