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Home My WebLink About20142049.tiff SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE , D(A RECEIVED:, I • RECEIPT#/AMOUNT# /$. 1. CASE#ASS' N D:�L APPLICATION RECEIVED BY PLANNER ASSIGNED: DTI- Parcel Number 0 8 0 5 - 3 6 - 4 - 0 0 - 0 9 9 (12 digit number-found on Tax I.D. information,obtainable at the Weld County Assessor's Office, or www.co weld.co.L ) Legal Description pm SE4SE4 . Section 36, Township 6 North, Range 66West Lot 2 SUB EXEMPT SE-1150 Zone District: A , Total Acreage: 3 . 98 , Flood Plain: yes , Geological Hazard: no Airport Overlay District: no FEE OWNER(S) OF THE PROPERTY: Name: Inez Gutierrez Work Phone# 3c7-Rn71 Home Phone# 356-1359 Email Johnlg@candoconcrete.net Address: 401 N 21st Ave Address: City/State/Zip Code Greeley, CO 80631 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: Inez Gutierrez Work Phone# 357-8021 Home Phone# 156-1359 Email ,Tohnl g@candoronrrete net Address: 401 N. 21st Ave. Address: City/State/Zip Code Greeley, CO 80631 PROPOSED USE: To he used as al Office and Equipment Storage location for ran-do Concrete Construction, Inc 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 inclu ed indicatt g that the signatory has to legal authority to sign for the corporation. Zg/ty Signature: ner or Authorized Age Date Signature: Owner or Authorized Agent Date Site Specific Development Plan and Use by Special Review(USR)Questionnaire 1) The property is to be used as an office and equipment storage location for the company known as Can-Do Concrete Construction, Inc. This business is a concrete construction company that mostly does the placement of concrete irrigation ditches and structures such as dividing boxes, head walls,etc.,all related to the farming industry. The concrete placement is done at the customer's location so the 2460 location would be a staging area for the crew. There are currently no signs and no planned signage for this site. Fencing around the property varies with 6'wire fencing on the north east part of the property and 4'wire fencing on the east, south and west side of the property. Interior fencing by the south side of office site is 4'wire fencing w/privacy slates that screen both the employee parking and equipment storage area from public view. 2) We feel this is consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan B. 2.A.Policy 2.2 that the county will allow commercial and industrial uses,which are directly related to or dependent upon agriculture, to locate within agricultural areas when the impact to surrounding properties is minimal,and where adequate services and infrastructure are currently available. B.3. A.Policy 2.3 the county wants to encourage development of agriculturally related businesses in underdeveloped areas where existing resources can support a higher level of economic activity. This company is totally dependent upon the agricultural community,and the impact to surrounding properties is minimal. This use is compatible with the existing and future development in the surrounding area. G. 2.APolicy 7.2 Conversion of agricultural land to commercial and industrial uses should be accommodated when the subject site is in an area that can support such development, and should attempt to be compatible to the region. This area is compatible to this type of business; it blends in completely with the surrounding area. 3) We feel that this proposal is consistent with the intent of the Weld County Code Chapter 23 (Zoning) and the zone district in which it is located because in chapter 23 Section S : Any use permitted as a Use by Special Review provided that the property is not a Lot in an approved or recorded subdivision. The property is zoned Agricultural. This business is an Agricultural service business that provides concrete ditch lining, and irrigation related services to the farming industry. 4) Surrounding land uses in this area are:to the west a tree spraying business,the use of their land and the proposed use of our land are comparable. Property to the south is screened by a railroad berm with tracks and a tree blind. Property to the east is a small farm with chickens and a few head of cattle,also farm like out building and fencing. Its dwelling is approx. 500' away. Property to the north is a gravel pit (Bucklen Equipment), with open mining, large trucks,equipment and maintenance buildings also a couple of homes on the west and east side of their lot. This lot and its use are consistent and compatible with the area in that it's use is much the same as others properties in this area. 5) The office location averages two people full time. There are two more full time management/supervisor people who spend the bulk of their time on various job sites. The number of employees to be employed at this job site will average ten. But it is important to note that six of these people are part time and will just meet at this site in the morning, and then proceed to the work location in two company vehicles. Since our men work outside on jobsite the days that they are able to work is dictated by the weather conditions,so our work is seasonal depending upon the weather and site conditions. Maximum number of employees needed in the future is simply a guess, and would be once again for short part time employment, but let's say a total of sixteen. This would double the current part-time workforce from six to twelve with four supervisory personnel. Can-do's hours are Monday—Friday 7:00 a.m.to 4:00 p.m. It would be our hopes to build an Equipment Storage Shop on this property sometime in the future. Maximum size of future equipment storage building would be 40'x 80'. Exact location and size would be determined by both the cost and rules and regulations of Weld County. There is no intention of housing any animals on this site. This company currently has ten vehicles two small dump trucks the largest weighing 13,200 lbs. There is a winch truck 10,500 lbs., and three crew cabs avg. 7300 lbs.,and two flat bed trucks 5200 lbs, and finally two pickups weighing less than 3500 lbs. The dump trucks, winch truck and flatbeds are specialty vehicles and do not leave the yard daily. On work days the employees will come into the staging area driving their private vehicles (approx.6) parking and leaving for the job site in a company crew cab usually two crew cabs leave this location daily, returning at the end of the work day. Fire protection is provided by the City of Greeley. The office location currently has a 5/8" water tap from the City of Greeley. This has been determined to be more than adequate for both the current and future needs of this company. Sewage disposal for this property is a septic tank, septic permit#SP-0900161. We have on site storage of Company Vehicles, equipment and trailers. 6) We do not propose any new landscaping for this site. It is our thought that the current trees, bushes, and natural vegetation fits into the surrounding areas.The existing landscaping will be kept neat and clean of any debris. 7) Reclamation of this land in the event of the termination of Use by special review,would amount to the removal of company vehicles, equipment and trailers. This would restore it to its original condition. 8) Storm water drainage does not pose a problem on this site. There does not appear to be any water that accumulates on this site either from surrounding properties, or natural sources. Moisture from Rain and Snow soak in to the ground, and there are no areas where surface water pools. Even last spring's flooding did not affect this property. 9) There is no construction or landscaping scheduled. 10) We do not store or stockpile wastes on this site. 11) Proposed on-site improvements would be: WQCF to be placed on the east side of the lot, and the demolition of two buildings that cross over property line. Expected time line for the completion of both of these improvements would be by the end of May 2014. Placement of road base to be used as tracking control before entering C Street is already complete. \\ Weld County Puonc Works Dept. < 1111HStreet " - P.O. Box 758 ACCESS PERMIT ` ' Co*, F Greeley, CO 80632 APPLICATION FORM Phone: (970)304-6496 Fax: (970)304-6497 Applicant Property Owner (If different than Applicant) Inez Gutierrez Name Inez Gutierrez a r.: Can-do Concrete Construction, Ingddress 401 N 21 Ave. 2460 C Street NW City Greeley State CO Zip 80631 Greeley State CO Zip 80631 Phone 970-356-1359 Tone 970-352-8021 Fax 970_336-1006 E-mail Cancao@ranr3nr•nnrratP not ()Existing Access r7= Proposed Access . a.:e: Location & Sketch -e -. - is on WCR C St NW :ntersection:WCR N25 Aye& WCR C St NW Nesf../f- _.._e from intersection 1 40 ' II-_ _- ,•“-maer nanS_36an_nO9q ._-._ -.;Township/Range Section 36 T 6N R66W : .ere an existing access to the property7D(ES NO (7 S{ • ',_ . er of Existing Accesses Two -------=---- ------ ----- Road Surface Type & Construction Information '90 7I -. --�: g Gravel n Treated IT Other Size & Type N/A used to construct Access N/A _c-. ._rtion Start Date N/A Finish Date Proposed Use _ -c- y (Tracking Pad Required)/$75 -' �""- ❑Single Residential/$75 ❑Industrial/5150 rn S:r:au Commercial or Oil & Gas/$75 Lar a Commercial 150 ❑ t g /$ Subdivision/$_50 r=.e:c Agriculture Only)/Exempt 5ccess associated with a Planning Process? 0 N ❑USR ORE CRUD ❑Other Reowred Attached Documents - .ar::c Control Plan -Certificate of Insurance -Access Pictures (From the Left, Right, & into the access et sg tnis permit, the undersigned Applicant,under penalty of perjury,verifies that they have received all pages of me permh:ney nave read and understand all of the permit requirements and provisions set forth on all pages; that they have the --....,;a•, to sign for and bind the Applicant, if the Applicant is a corporation or other entity; and that by virtue of their signature :me _ _a-_a pound Dy and agrees to comply with all said permit requirements and provisions,all Weld County ordinances, ano state.a.:: facilities construction. Printed Name SUEZ Ciu-IrerreZ Date I/zSr//y Approval or Denial • be issued in minimum of 5 days. Approved by FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION BUSINESS EMERGENCY INFORMATION: Business Name: Can-do Concrete Construction, Inc. Phone: 970-352-8021 Address: 2460 C St. NW City, ST, Zip: Greeley, CO 80631 Business Owner Inez & Pete Gutierrez Phone: 970-539-5405 Home Address: 401 N. 21st Ave. City, ST; Zip: Greeley, CO 80631 List three persons in the order to be called in the event of an emergency: NAME TITLE ADDRESS PHONE Inez Gutierrez President 401 N 21at Am:, 970 539-3405 Pete Gutierrez VPresident 401 N 21st . Ave 970 539 5406 John L. Gutierrez V-President 2488 C ST NW 970 n2a-5404 Business Hours: 7: 00 a.m. to 4 : 00 p.m. Days: M — F Type of Alarm: None Burglar Holdup Fire Silent Audible Name and address of Alarm Company: Dictoquard 914 14th St Greeley. CO 80631 Location of Safe: None ...........♦.................R.....*************.....kH1if1*******************.........*..............................******.... MISCELLANEOUS INFORMATION: Number of entry/exit doors in this building: 3 Location(s): North — East Center — Fast South Is alcohol stored in building? No Location(s): Are drugs stored in building? No Location(s): Are weapons stored in building? No Location(s): The following programs are offere a public service of the Weld Coun ri f s Office. Please indicate the programs of interest. Physical Security Check Crime Prevention Presentation UTILITY SHUT OFF LOCATIONS: Main Electrical: In North Bathroom Gas Shut Off: At Meter west side Exterior Water Shutoff: At water meter north side Interior Water Shutoff: none Traffic Study Use by Special Review Can-do Concrete Construction Company, Inc. 2460 C Street NW Greeley, CO 80631 970-352-8021 This study was over a period of one week between the days of 1/16/2014 and 1/22/2014. It covers a five day work week excluding the 1/18/2014 and 1/19/2014 which were the Saturday and Sunday within the above time frame. Can-do Concrete's work hours are M-F from 7:00 a.m.to 4:00 p.m. The type of vehicles over this period were mostly light duty passenger cars and pickups,the largest being a company crew cab weighing approx. 7200 lbs. The average number of vehicles over this period was Eight (8) per day. Entry onto the property averaged 55.5%from the west,and 44.5%from the east. Exit from the property averaged 30.6%going west, and 69.4%going to the east. Waste Management Plan Use by Special Review Can-do Concrete Construction Company, Inc. 2460 C Street NW Greeley, CO 80631 970-352-8021 The small amount of trash generated in the office is placed in a dumpster and removed by a trash company, on a weekly basis. No other wastes are expected to be generated on site. This site is used as a staging area all work is done at the job location. No vehicles or equipment will be washed on site. Regarding a motor vehicle oil leak, Can-do will dig up the contaminated soil and ship it to (Ault Waste Management Facility). Can-do will then arrange for testing to analyze the remaining soil to be sure it is clear of all contaminates. Once that is completed the area will backfilled. Dust Abatement Plan Use by Special Review Can-do Concrete Construction Company, Inc. 2460 C Street NW Greeley, CO 80631 970-352-8021 The drive entering the property,and parking areas are graveled, to prevent the tracking of dirt onto the roadway. This also provides for any handicap parking needs as well as dust abatement for the heaviest traveled areas. The remaining property is stabilized using native vegetation,which is not allowed to grow over 12" high. U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Inez Gutierrez Policy Number: A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number. 2460 NW"C"Street City Greeley State CO ZIP Code 80631 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Lot 2,Subdivision Exemption SE-1150 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) CS. A5. Latitude/Longitude:Lat.N40°26'25.9" Long.W104°43'12.8" Horizontal Datum: ® NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) na sq ft a) Square footage of attached garage na sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade na within 1.0 foot above adjacent grade na c) Total net area of flood openings in A8.b na sq in c) Total net area of flood openings in A9.b na sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3.State 080266 0628 C Weld Colorado B4. Map/Panel Number 65.Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood 69.Base Flood Elevation(s)(Zone 080266 0628 C na Effective/Revised Date Zone(s) AO,use base flood depth) 9/28/1982 B na B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 0 Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 0 Yes ® No Designation Date: ❑ CBRS ❑ OPA SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones A1—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,ARJA1-A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: U136 Vertical Datum: Navd 88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® NAVD 1988 O Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 4665..54 0 feet ❑meters b)Top of the next higher floor 4666.85 ®feet 0 meters c) Bottom of the lowest horizontal structural member(V Zones only) NA. 0 feet 0 meters d)Attached garage(top of slab) NA. 0 feet 0 meters e) Lowest elevation of machinery or equipment servicing the building 4665..E ❑feet 0 meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 4665.36 0 feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 4666.42 0 feet 0 meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support NA._ 0 feet 0 meters SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer,or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. • I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a h/qi 1li,t/ '' ❑ Check here if attachments. licensed land surveyor? ® Yes 0 No (`� • '� \\ Irl Certifier's Name 38U31 Joseph K.Alles License Number CO 38034 + t r" P � . Title Surveyor Company Name Alles Taylor&Duke LLC ``, . 2I3j I'( it Address 361035'Ave.,Unit#6 City Evans State CO ZIP Code 80620 "',tyr ........ r..�`'.','� dfr/ I ;L LA l Signature /l Date 2/3114 Telephone 970-330-0308 .:.f FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 2460 NW"C"Street City Greeley State CO ZIP Code 80631 Company NAIC Number: SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments — Signature () Date 2/3/14 SECTION E— BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1—E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑ meters ❑ above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is — L]feet ❑meters ❑above or 0 below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10. Community's design flood elevation: 0 feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments O Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date: July 31, 2015 SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owners Name Inez Gutierrez Policy Number. A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Company NAIC Number. 2460 NW"C"Street City Greeley State CO ZIP Code 80631 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Lot 2,Subdivision Exemption SE-1150 A4. Building Use(e.g., Residential,Non-Residential,Addition,Accessory,etc.) 43. A5. Latitude/Longitude:Lat.N40'26'25.9" Long.W104°43'12.8" Horizontal Datum: ® NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 3 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawispace or enclosure(s) na sq ft a) Square footage of attached garage na sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade n� within 1.0 foot above adjacent grade na c) Total net area of flood openings in A8.b na sq in c) Total net area of flood openings in A9.b na sq in d) Engineered flood openings? 0 Yes ❑ No d) Engineered flood openings? 0 Yes 0 No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State 080266 0628 C Weld Colorado B4. Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel 88.Flood B9. Base Flood Elevation(s)(Zone 080266 0628 C na Effective/Revised Date Zone(s) AO,use base flood depth) 9/28/1982 B na B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ EIS Profile ® FIRM ❑ Community Determined 0 Other/Source: B11. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 ❑ NAVD 1988 0 Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes 0 No Designation Date: 0 CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: 0 Construction Drawings* 0 Building Under Construction" ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones A1—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a—h below according to the building diagram specified In Item A7.In Puerto Rico only,enter meters. Benchmark Utilized:U136 Vertical Datum: Navd 88 Indicate elevation datum used for the elevations in items a)through h)below. D NGVD 1929 0 NAVD 1988 O Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 4665..54 0 feet 0 meters b)Top of the next higher floor 4666.] (21 feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) NA. 0 feet ❑meters d)Attached garage(top of slab) NA._ 0 feet 0 meters e) Lowest elevation of machinery or equipment servicing the building 4665..54 0 feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 4665.36 0 feet 0 meters g) Highest adjacent(finished)grade next to building(HAG) 4666.42 0 feet 0 meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support NA._ 0 feet 0 meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. '4� t V'iJ 1_1' :. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a Ir. ry,_ NN('J • .�' �� 0 Check here if attachments. licensed land surveyor? ® Yes 0 No r> 2 c2 y�r y r ' Certifiers Name Joseph K.Alles License Number CO 38034 -;:rP 3$4314 �≥:r, Title Surveyor Company Name Alles Taylor&Duke LLC ' , 23(II +-' Address 3610 35'"Ave.,Unit#6 City Evans State CO ZIP Code 80620 l .. I Signature '/ Date 2/3/14 Telephone 970-330-0308 , -� �q1d� ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 2460 NW"C"Street City Greeley State CO ZIP Code 80631 Company NAIC Number: SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official.(2)insurance agent/company,and(3)building owner. Comments _ -- Signature 1}J i Date 2/3/14 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1—E4,use natural grade, if available.Check the measurement used.In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or 0 below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is __ ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.6 in the diagrams)of the building is ❑feet 0 meters 0 above or 0 below the HAG. E3. Attached garage(top of slab)is __ ❑feet ❑meters ❑above or 0 below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is — 0 feet 0 meters 0 above or 0 below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-Issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the communitys floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items GB—G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet 0 meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: __ ❑feet 0 meters Datum G10.Community's design flood elevation: __ 0 feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments 0 Check here if attachments. Diana Aungst From: Regina [regina@candoconcrete.net] Sent: Tuesday, June 24, 2014 2:06 PM To: Diana Aungst Subject: Details about business Follow Up Flag: Follow up Flag Status: Flagged Diana, Hours of operation are Mon—Fri. 7:00 a.m. to 4:00 p.m. We have one pole light(about 10') right outside the office. It holds a 100 wt bulb and lights up the immediate area around the door. No we do not anticipate adding any outdoor lighting. Regina Can-Do Concrete Construction, Inc. Large or small, we CAN-DO it all. 2460 C Street NW Greeley, CO 80631 Phone: 970-352-8021 Fax: 970-336-1006 regina©candoconcre:e.net 1 hG 1 I•q 11 I •°°1ti 1 ALLES TAYLOR & DUKE, LLC 3610 35TH AVE. UNIT #6 ,� A, ,„ LICENSED PROFESSIONAL ENGINEERS EVANS, 80634 % LICENSED PROFESSIONAL LAND SURVEYORS if‘cf. as• January 31, 2014 Subject: Historic Storm Water Flows Narrative Elmer J Andrews, Inez Gutierrez Can-Do-Concrete 2460 NW C St. Greeley, Colorado 80633 Dear Alles Taylor 86 Duke, LLC has been contracted to produce a portion of the required documentation for the required Use by Special Review (USR). A topographic site survey has been preformed and a copy of said survey has been attached to this drainage narrative. As requested a brief narrative of the existing storm water drainage patterns follows: 1 . Off-Site Flows: from the Topographic Survey, there are no existing off site flows entering the subject site, see attached Topographic Survey. 2. The site is very flat, the northern portion of the site does have positive drainage to the east. 3. The existing storm water flows will flow into the existing drainage swale located at the southeastern corner and east of the property. From information obtained from the Weld County Public Works Department, Water Quality Capture Volumes (WQCV) shall be calculated and provided on the site for the existing development. The area used in the WQCV calculations is 173,285 sf or ±3.98 AC. The imperviousness value obtained for the developed area is 0.0. 15 or 15%, see attached computations. As outlined in the Urban Storm Drainage Criteria manual, the WQCV was calculated using the equation found on page SQ-24. The required WQCV obtained is 2,656 cf, see attached computations. The proposed WQCV pond has been designed and placed on the eastern side of the site. The proposed WQCV pond has been designed as a retention style pond and the WQCV will be percolated into the ground water. The existing site soils consist of a Type "D", poorly drained, as obtained from the Web Soil Survey. Soil profiles, as performed by myself, in this area consist of a clayey top soil that is approximately 1 foot to 2 feet thick. The soil profile below the top surface layer consist of gravely materials. In constructing the WQCV pond, soils are to be removed from the swale style pond and placed on the western side of the site. In creating the WQCV pond in this manner will bring the gravelly stratum closer to the surface and will speed the draining of the retention style WQCV pond within 72 hours. The design volume of the WQCV pond is 3,325 cf and exceeds the required WQCV of 2,656 cf. The maximum depth of 2013-081 fg /MNSA ,t� ALLES TAYLOR & DUKE, LLC 3610 35TH AVE. UNIT #6 o ,i + LICENSED PROFESSIONAL ENGINEERS EVANS, 80634 ei °it,le • ,;/e LICENSED PROFESSIONAL LAND SURVEYORS ponding is 1 foot and the maximum side slope of the WQCV pond is 4: 1 as outlined in the Weld County Code. If you have any questions, please contact me at (970) 330-0308, Ext 1 . Respectfully submitted, �� Q) RE ;4,.1 0Akrr� A. 7,4" ��e- et., y 0. Mark A. Taylor Colorado P.E. 46065 :%la% itgi O7 in `, ii/E "ifintnnottoO 2013-081 ApA1 : I29pendix A Percent Imperviousness Existing Site Area = 173285 ft2 Percent Imperviousness from Table RO-3 Existing Site Conditions Paved 0 ft2 Paved 1 .0 Concrete 1283 ft2 Concrete 0.9 Gravel 52007 ft2 Gravel 0.4 Roofs 1927 ft2 Roofs 0.9 Lawns 0 ft2 Lawns 0.0 Open Space 118068 ft2 Open Space 0.02 Percent Imperviousness Existing = 0.15 = i Water Quality Capture Volume (WQCV) WQCV = a(0.91 i3-1 . 1912+0.78i) Page SQ-24 for 40 hr Release a = 1 Required Storage = (WQCV/12)*Area Page SQ-24 Area = 173285 ft2 = 3.98 AC Required Storage = 0.061 2656 ft3 Total Required Volume of Storage WQCV = 2656 ft3 Total Required Storage Volume = 2656 ft° = 0.06 AC-ft R Soil Map—Weld County, Colorado, Southern Part 3 M en a 1— h 8 52.3630 523660 523690 523720 523750 523780 523810 523840 40° 26 27'N yi I• .• 4 • 1.- _r l• - - 40° 26 27'N .4% . , r• a`• I ..,. p . I'.4.4ivar_ , 0,1 -,;... . ...... 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Meters S N 0 20 40 80 120 8 Few A 0 50 100 200 300 Map projectiai: Y W M�rahor Cu w oo x*'iates: WG584 Edge tks: UM Zone 13N WC•S84 VSDA Natural Resources Web Soil Survey 1/31/2014 a Conservation Service National Cooperative Soil Survey Page 1 of 3 _ .-- ,6 O 0 " EnL 0 2 N a r- r la so cc ., � vi ` N r a J .4? o g 6 v a m N Cu �' f0 .615 O � o � (� � .�maNE Em �U N m 4 co .C r- 3 0 Ec� E@ a nh' vNe � 7T do 6gm O m .a r` -- cp c ` o c Q EN. w Q Cu tag g �o N 5 .0 CV a c E w C N N O m C 0 co b C ` m - ?+ E � N R O /a t V' 3 0_ g >. It81 E i . . rAi .O21 31 1 ; 3 i' tZ in a CD i z Eci m l. a " u i !� t 4 S i irj Ili si gip, oi oz, .0 ., . ge i • Ri3 1, tp . 11 il .th: a! co . i 1 t , •2 I li i ixl 8- . i E3 > in g a ra F w S. E a g $ 8 4 z L,) A t o g 4 t E I >, 0 o 1 t H 1 ti) g I. t i m 1 1 i i i f. k t $ u) 9; I .11 g ii te6 cc:; I 2 rg HEIAIIAILUILEI to G 1 C, t1 1 W J a. — Q < I � ig rz .. i3I* a - a o x � Ig � S N gg .... t Illitolittla81E to ! AAAI igil rata. 2 . 1 ; -gli &) :relg • a 3 01 _lint o is i to 0 2 0 Soil Map—Weld County, Colorado, Southern Part Map Unit Legend Weld County, Colorado, Southern Part (CO618) Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI 3 Aquolls and Aquents, gravelly 4.1 100.0% substratum Totals for Ana of interest 4.4 100.0% Natural Resources Web Soil Survey 1/31/2014 Conservation Service National Cooperative Soil Survey Page 3 of 3 3 Hydrologic Soil Group—Weld County, Colorado, Southern Part 3 IS g 523630 523660 523690 523720 523750 523780 523810 523840 40° 26 27•N t __ 40° 26'27'N 0 41 , nit �s ► s •; 1 ' $ till-7O I7cic • • Allt st all 1 I • 1 it' ei?.`t".° f$ V A:, I ,..t.47.. .,;- . .. . ,„A_ .•�1yy � • � �tn1' la Yt • • • I •� • lj -fl . I ' . " f . is ;,. 0 I . ., _ : ff, ° - — •0 . 'I\ li■ ' .ti ;•/,... • . . l' .. , 4 • •,-:%!' 51‘I .r J„ /f ' V • . ."•+fiat r $ . „ . , - a _ . �-_ 1 Y _ �. 1b • f Ygi ti Irk .. t•� ti 1', ••r .7 ( •, �- • -K• ,•• , t . • 1 . •. J_ _ 40' 26 17 Ns - " 40. 26'17 N 523630 523660 523690 523720 523750 523780 523810 523840 3 it c m Map 9-Ale: 1:1,450 If pri on A portrait(8S'x 111 sheet Wins g N 0 20 40 BO 120 Fe A0 50 100 200 300et Map projection: Web Meic-abor" Cut b wordinat : WGS84 Edge tics: UTM Zone 13N WGS84 USDA Natural Resources Web Soil Survey 1/31/2014 DA Conservation Service National Cooperative Soil Survey Page 1 of 4 •r yr 0 0 O C a: is 0 r C Q N OO C v 0zi.5 15 6 121 lid 1 (0C IA O 'p E O 't t 0 en N = '� a N co 3 Will v0 m v E girl Li 1.7 w Emma) <n2 to EP ti 0 E 2 Q 3 O El to 0 Antic iv '2 O Q cv N OE Q to cS Z .r L N yvj b ro O c etro0 aV. c in a TO O A > O y C :. m c *� 0 S 1Q z ,t) n g c ; ww # 1 '0 • g c 0 E � o >, c E q cf)4 E � � ( m J 2 Q Igg •E I) o3 bivi r, o , 4A gE2 . • • t' E `° t 0 mo .g o ≥ 15 .� m ' T m fl : n Ia. 3 . a it a-, tri, Tit > ti) 5 Fe -5- & ! i weal ii rig J41 4z Fg N 4 .f 's U) A IA I i U 3 I Iiv i liii z z O S 0 i i ch 1 — S ! 1 w O w J a aI i a g l Q8 8 .n Q w g M 4 ,g O (� e e �'1 G Q E co o, a Q m 0 0 U 0 2 < Q to m U 0 0 Z i Q Q co tb 0 to 0 gt CoC wo H II Z I Hydrologic Soil Group—Weld County, Colorado, Southern Part Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit --- Weld County, Colorado, Southern Part (C0616) Map unit symbol Map unit name Rating Acres in AOI Percent of AOl 3 Aquolls and Aquents, D 4.1 100.0% gravelly substratum • Totals for Area of Interest 4.1 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Solis are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (ND, BID, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified USDA Natural Natural Resources Web Soil Survey 1/31/2014 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Weld County, Colorado, Southern Part Tie-break Rule: Higher USDA Natural Resources Web Soil Survey 1/31/2014 Conservation Service National Cooperative Soil Survey Page 4 of 4 Hello