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Home My WebLink About20181907.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION DEPARTMENT OF PLANNING SERVICES * 1555 N. 17T" AVENUE * GREELEY, CO 80631 vvww.weldgov.com * 970-353-6100 EXT 3540 * FAX 970-304-6498 FOR PLANNING DEPARTMENT USE: DATE RECEIVED: 1/19/2018 AMOUNT $ 2500 APPLICATION RECEIVED BY MH CASE # ASSIGNED: USR18-0005 PLANNER ASSIGNED: MH Parcel Number*: 0 � O 5 -12---2-00-05 Address of site: 95'83 Letiet-_:c7F k0k 80 Legal Description: - A RE -1 13 (*A 12 digit number on Tax I.D. information, obtainable at w w w .w eldgov.com). Section: 2- Z Township: Range: ≤7w Zone District: Ak5Q Acreage: ` •78Floodplain: Y N Geological Hazard: Y N Airport Overlay:Y N FEE OWNER(S) OF THE PROPERTY: Name: OonoJcL.. r. Company: Phone #: 970 566 _ y Email: kali@ aycJrvaII;VcotIOr-dCJ.cOWk Street Address: 9L/ BB Co.witt Roca 80,, City/State/Zip Code: St tpttowLCe ['Q 8_OS '39 Name: Company: P hone #: Street Address: _ City/State/Zip Code: Name: Company: Phone #: Email: Street Address: Email: City/State/Zip Code: APPLICANT OR AUTHORIZED AGENT: (See below Authorization must accompanyall applications signed by Authorized Agents) Name: r . Company: : c-Li—c*c,cut,I LC Phone #: 97 O erf11 ( Email: L to c. t\ e ciu Street Address: City/State/Zip Code: I , • -_ I rr - A ci e . Fort fi -r) c O , o 5 Z- cr'" r PROPOSED USE: Pnrevar; (7 r ;5 Gt.. 5►c CZ . Cork-r-e_fridly, -1-(..e pt124...r+7 13 CL/ 5" O /AZ llc t, re Ve A r' de._ is, r..tom e or CIO j riescrd% r 1( C_ cam.- (o climeRon' Ora clati b" semees 1 I (We) hereby depo e and state under p-nalties perjury that all statements, ro osals and/orplans submi ed with or p J rY p �c3 � contained within the application are true and correct to the bestof my (our)knowledge. Signatures of all fee owners of property mustsign 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 indicating that the signatory has to legal ut►'orityto sign for the corpor Lion. i Signature: Owner or Authorized Agent Ve,k,/ Print Name Date Signature: Owner or Authorized Agent Date Print Name Rev 4/2016 DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES I, (We), one.)d,- (io /5 (Owner — please print) x give permission to gepik cir (Applicant/Agent — please print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at: 9'igg c� �,-t Ioac&SC) • NW legal DescriptEon: Ga1 A_R�7/f/N,Y�l3 of Section Z , Township Range ROW Subdivision Name: Lot A'"REIlglock Property Owners Information: Phone: 970- �6 E-mail: Jot'. Applicant/Agent Contact Information: Phone: / 70 j9Zs taiO/1 E -Mail: Email correspondence to be sent to: Owner Applicant/Agent Both Postal service correspondence to be sent to: (choose only one) Owner s/ Applicant/Agent Additional Info ~t- £cLc,. C.. Owner Signature: Date: 5 Dec � Owner Signature: Date: RESPONSES TO USR QUESTIONNAI Don Wills 970-566-1354 don@dynamicdrywallincorporated.com 9488 County Road 80, severance, Colorado 80524 Property Description: Single Family Residence Planning Questions E 1. The proposed use of the property is primarily as a full time residence. The property also includes a 40 x 50 foot shop which was built on the property to store vehicles and equipment for Mr. Wills' drywall company, Dynamic Drywall Inc. The business provides drywall installation for new construction and remodeling projects. The property includes an area used for employee vehicles to park during operation hours. This area is enclosed with a privacy fence. 2. Operation hours for the business are Monday through Friday from 7:00 a.m. to 4:00 p.m. On occasion, the business operates on Saturday from 8:00 a.m. to 12:00 p.m. While these times are considered "operation hours," business operations are predominantly conducted off site at client locations where drywall projects are underway. Other than serving as an initial meeting location for employees in the morning and providing a place for company vehicles and equipment within the shop, the property serves a limited purpose for business operations. 3. Currently there are seven full time employees who arrive at the property at 7:00 a.m. during the work week and occasionally at 8:00 a.m. on Saturdays. 4. There is no shift work conducted at the property. 5. Dynamic Drywall, Inc.'s seven employees and its owner, Donald Wills are the only people who access the property for business purposes. Company clients or other members of the public d— enter the property to conduct business. 6. The property is not used for dairy, livestock, kennel, or other animal purposes. 7. The lot surface is approximately 1.78 acre parcel. Approximately 6,500 sq. ft. of concrete covers the entrance to both the primary residence and the workspace. In addition, a privacy fenced area for vehicle storage and employee parking is covered by recycled crushed asphalt and occupies an area of approximately 4,000 sq. feet. Engineering Questions 1. Each day it is expected that four company vehicles will each make one round trip to and from the property. Seven employee passenger vehicles will arrive at the property at beginning of the work day and depart the property at the end of the work day. One foreman truck will make 1-2 round trips to the property per day. 2. Employee traffic will arrive from Highway 257, east on 80 '/2, County Road 19, County Road 80. Company vehicle traffic will use County Road 80 east to County Road 23. 3. The distribution of travel routes from the worksite is 50% east, 50% west. 4. The highest traffic times of the day are between 7:00 and 8:00 a.m. and between 5:00 and 6:00 p.m. 5. Access to the site is off of County Road 80 at the entrance to the primary residence. 6. Gutters on the property drain all stormwater runoff. Environmental Health Questions 1. The drinking water source on the property is through North Weld County Water District. 2. The site uses a septic system. The septic permit number is SP -1500257 3. Overnight storage of company vehicles at the work space include a texture truck, prime truck, two vans, and four company work trucks. All vehicles are stored inside the enclosed shop or behind the privacy fence and are not readily visible to the public. 4. SUPPLEMENT Responses based upon 7 -Day Memo Comments: (a) We are requesting that the engineer review and evaluate the 1/2 bath in the shop as requested. (b) There is no floor drain in the shop, thus no connection to the septic. (c) There will be occasional washing of vehicles on the site once or twice per year. There is no repair of equipment anticipated onsite or the need for disposal of fluids or other items associated with such repairs. Building Questions 1. Existing structures on the property include the primary residence which is a single family house (3,800sq.ft) and a workshop (2,000 sq.ft.). 2. The only structure used for this USR is the workshop. 3. The workshop is used on the property to store vehicles and equipment for the drywall company, Dynamic Drywall Inc. A fenced in area is also used for employee vehicles to park during operation hours. Please note: Google image was taken prior to installation of concrete and the recycled crushed asphalt referenced above. 1. The existing 40x50 foot shop is used on the property to store vehicles and equipment is located along the east side of this property to the east of the residence. 2. Behind the shop to the south is the fenced in area referenced above which is used for business vehicle storage and employee vehicles during regular operation hours. This area is about 4,000 sq. ft. 3. The nearest public road is County Road 80 to the north of the property. 4. Access to the property is only from County Road 80. 5. The property boundaries are marked by the fence lines on the north, west, south, and east of the property. The north boundary for the property is County Road 80. Wails /Lest cleatre. ok- S(tor aratcus7 64pirm Av:lists., 50 Cif PROPERTY OWNER'S CERTIFICATION The undersigned major property owner(s) do hereby agree to the Site Specific Development Plan and Use by Special Review Development Standards as described hereon this day of 20 Signature Signature PLANNING COMMISSION CERTIFICATION This is the certify that the Weld County Planning Commission has certified and does hereby recommend to the Board of County Commissioners, Weld County Colorado, for its confirmation, approval and adoption this Site ! Specific Development Plan and Use by Special Review as, shown and described thereon this day of . 20 Chair, Weld County Planning Commission BOARD OF COUNTY COMMISSIONERS IONERS CERTIFICATION This is to certify that the Board of County Commissioners, Weld County, Colorado, does hereby confirm and adopt this Site Specific Development Plan and Use by Special Review and Development Standards as shown and described hereon this day of . 20 Chair, Board of County Commissioners ATTEST: Weld County Clerk to the Board BY: Deputy Clerk to the Board Dated: Weld County Public Works Dept. 1111 H Street P.O. Box 758 Greeley, CO 80632 Phone: (970)304-6496 Fax: (970)304-6497 Property Owner Name Donald Wills CompanyDy►namic Drywall, Inc. Address 0488 County Road SO citySeverance Phone 970-566-1354 Fax state CO zip 80524 ACCESS PERMIT APPLICATION FORM Authorized Agent/Applicant (if different from Owner) Name Kevin Ward Company Wick & Trautwein, LLC Address 323 S. College Ave., #3 City Fort Collins state CO zip 80524 Phone 970-482-4011 Fax 970-482-8920 E-mail don@dynamicdrywallincorporated.corn E-mail kward@wicklaw.com Parcel Location Existing County Road Surface Information The access is on WCR 80 Asphalt Gravel I Treated Other Nearest Intersection: WCR 80 & WCR 10 Dist. from Intersection (approx. in ft.) 2.366 Proposed Access Information p Parcel Number(s) 070522200057CulvertSize & T e " CMP R Existing yp { 15,� CP min.) Section/Township/Range 22/7N/67W Materials used to construct access Total # of Existing Accesses .toparcel 1 Access Construction Start Date Access Construction Finish Date Proposed Use ❑ Temporary (Tracking Pad Required) (#) Single Residential (#1 _ • Small Commercial (#) n Large Commercial (# o Field (Agriculture Only) (#) D Subdivision (#) c Oil & Gas {#0 c Industrial (#) Is this access associated with a Planning or Building Department Process? USIVMUSR ❑ RECX/SUBX ❑ PUD o WOGLA o COMPLEX (IA required) a Other Planning/Building Department case # Required Attached Documents - Traffic Control Plan (a generic plan can be found at https://www.weldgov.com/'departments/public works/permits!) During the review process it may be determined that a right-of-way use permit will be required as well, - Certificate of Insurance (with "Weld County, Colorado" listed as the certificate holder & as an additional insured) - Access Pictures (from the left, right, into & out of the access — N, S, E, & w) - Access Authorization Form (Not required if the application is signed by the landowner.) Fee schedule (to be determined by permitting agency) - $75 each access point: Temporary, Small Commercial, Oil & Gas, Single Family Residential - $150 each access point: Industrial, Large Commercial, Subdivisions - Field (Agriculture only): no cost Parcel Sketch (or provide an aerial on an add'i sheet) A = Existing Access A= Proposed Access Description of Work or Reason for Permit The proposed use of the property is primarily as a full time residence. The property is also includes a 40x50 foot shop which is used to store vehicles and equipment for Mr. Wills' drywall business. Employees arrive at the site and park their vehicles prior to leaving the premises for various job sites. Clients or members of the public do not enter the property to conduct business. By accepting this permit, the undersigned Property Owner/Authorized Agent, under penalty of perjury, verifies they have received all pages of the permit application; they have read and understand all the permit requirements and provisions set forth on all pages. By virtue of their signature the Property Owner/Authorized Agent is bound by and agrees to comply with all said permit requirements and provisions, all Weld County prdiaances, and state laws regarding access construction. Signature • M.- Lit Printed Name Ke LLCO,' Signature Printed Name (In case of multiple Property Owners/Authorized Agents) Date a Date ,fit3/46 • Access Permits are good for 1 year from the date of issuance. Property Owner/Authorized Agent must obtain a new permit or request an extension if the construction of the access point is not completed in that timeframe. • Extensions are subject to approval by Public Works • County regulations on road access can be found in Article V of Chapter 12 of the Weld County Code. 0''d a'`. 1 Foi.elittrell ra. •� >H. _ a / ��• t - f _ ar, S.. 1 fig a }l> �: s �- i_' iJaT rte- a1r�-i1.; r c.l {i i t�at�.. ' ►r'fu w tr �1,z1�11� a• : �#� 4 a_ a > • Y i =- - - _ — _ a• wI • Itirwrit•e II - it fit 10.1100010. NORTHERN ENGINEERING January 18, 2018 DRAINAGE NARRATIVE Donald Wills Residence & Shop 9488 County Road 80 AThis Drainage Narrative is consciously provided as a PDF. Please consider the environment before printing this document in its entirety. When a hard copy is absolutely necessary, we recommend double -sided printing. Weld County, Colorado Prepared for: Mr. Kevin Ward - Wick & Trautwein 323 South College Ave., No. 3 Fort Collins, CO 80524 Prepared by: NORTHERN ENGINEERING 820 8th Street Greeley, Colorado 80631 Phone: 970.221.4158 www.northernengineering.com Project Number: 421-004 INorthernEngineerin+g.com /d 970'.221.:4158 N� NORTHERN ENGINEERING January 18, 2018 Weld County Department of Planning Services Attn: Ms. Michelle Wall 1555 N. 17th Avenue Greeley, CO 80631 RE: Drainage Narrative for Wills Residence & Shop Dear Ms. Wall: Northern Engineering is pleased to submit this Drainage Narrative for your review. The purpose of this narrative is to describe the process by which an Exception to the required detention pond design policy was determined. Donald Wills has constructed a shop building on his property at 9488 Weld County Road 80. This property has a net area of 1.61 acres; there is also a single-family residence located on the lot. This letter summarizes the calculations to show this property falls within the stormwater detention exception, in accordance with Weld County Code Section 23-12-30. F 10) which states: "Non -Urbanizing areas where the total project stormwater runoff of less than, or equal to, 10 cfs for the 1 -hour, 100 -year, storm event" The following site information is used to calculate the stormwater runoff for the proposed 1.61 acres parcel: 1. Non -Urbanizing 2. Site Acreage: 1.61 Acres 3. Composite % Imperviousness: 29.8% 4. Runoff Coefficient (C100): 0.34 5. 100 -Year 1 -Hr Precipitation Intensity: 2.80 in/hr The Site runoff estimate is calculated using the Rational Method Equation Q=CiA, as follows: Q 0.34 x2.80 in/hr. x1.61 Ac. 1.53 cfs., which is less than the exception allowed of 10 cfs. FORT COLLINS: 301 North Howes Street, Suite 100, 80521 1970.221.4158 GREELEY: 820 8th Street, 80631 1970.395.9880 I WEB: www.northernengineering.com N� NORTHERN ENGINEERING Based on observations from the Property Owner: 1. No stormwater flows onto this property from an off -site source. 2. Stormwater leaves the property on the south side into the field. 3. Stormwater flows south across the property. 4. There have been no drainage problems as a result of the construction of the shop and concrete drive. Based on these observations, no adverse drainage impacts are anticipated. References 1. Weld County Engineering and Construction Criteria, Weld County, Colorado, April 2012. 2. The Natural Resources Conservation Service, (Web Soil Survey Site)" from the United Department of Agriculture. 3. Urban Storm Drainage Criteria Manual, Volumes 1-3, Urban Drainage and Flood Control District, Wright -McLaughlin Engineers, Denver, Colorado, Revised January 2016. If you should have any questions as you review this report, please feel free to contact us. Sincerely, Northern Engineering Services, Inc. Carlos Ortiz Garcia Reviewed by: Michael C. Ketterling, PE Registered Professional Engineer State of Colorado N o . 16299 FORT COLLINS: 301 North Howes Street, Suite 100, 80521 1970.221.4158 GREELEY: 820 8th Street, 80631 1970.395.9880 I WEB: www.northernengineering.com NORTHERN ENGINEERING APPENDIX A NOAA Atlas 14 Rainfall Intensity iNorthernErogineeringcam I! 970.221.441 S8 NOAA Atlas 14, Volume 8, Version 2 Location name: Fort Collins, Colorado, USA* Latitude: 40.5666°, Longitude: -104.8798° Elevation: 5018.97 ft** * source; ESRI Maps ** source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Michael Yekta, Geoffery Bonnin NOAA, National Weather Service, Silver Spring, Maryland PF tabular I PF graphical I Maps_&_aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches/hour)1 Duration 5 -min 10 -min 15 -min 30 -min 60 -min 2 -hr 3 -hr 6 -hr 12 -hr 24 -hr 2 -day 3 -day 1 4 -day 7 -day 10 -day 20 -day 30 -day 45 -day 60 -day Average recurrence interval (years) 1 2.93 (2.32-3.66) 2.14 (1.70-2.68) 1.74 (1.38-2.18) 1.17 (0.928-1.47) 0.721 (0.571-0.902) 0.428 (0.342-0.531) 0.311 (0.249-0.383) 0.179 (0.144-0.219) 0.106 (0.086-0.128) 0.064 (0.052-0.077) 0.037 (0.030-0.044) 0.027 (0.022-0.031) 0.021 (0.018-0.025) 0.014 (0.011-0.016) [0.011 0.009-0.012) 0.007 (0.006-0.008) 0.005 (0.005-0.006) 0.004 (0.004-0.005) 0.004 (0.003-0.004) 2 3.50 (2.77-4.39) 2.57 (2.03-3.22) 2.09 (1.65-2.61) 1.40 (1.11-1.75) 0.860 (0.680-1.08) 0.510 (0.406.0.633) 0.369 (0.295-0.456) 0.215 (0.173-0.263) 0.126 (0.102.0.153) 0.075 (0.061-0.090) 0.043 (0.035-0.051) 0.031 (0.026-0.037) 0.025 (0.020-0.029) 0.016 (0.013-0.019) 0.013 (0.010-0.015} 0.008 (0.007-0.009) 0.006 (0.005.0.007) 0.005 (0.004-0.006) 0.004 (0.003-0.005) 5 4.66 (3.67-5.84) 3.41 (2.69-4.28) 2.77 (2.18-3.48) 1.85 (1.46-2.33) 1.14 (0.901-1.43) 0.678 (0.538-0.844) 0.490 (0.391-0.607) 0.286 (0.229-0.351) 0.165 (0.133-0.200) 0.095 (0.077-0.114) 0.055 (0.045-0.065) 0.039 (0.032-0.046) 0.031 (0.025-0.036) 0.020 (0.017-0.024) 0.016 (0.013-0.018) 0.010 (0.008-0.011) 0.008 (0.006-0.009) 0.006 (0.005-0.007) 0.005 (0.004-0.006) 10 5.80 (4.55-7.32) 4.25 (3.33-5.36) 3.45 (2.70-4.35) 2.31 (1.81-2.91) 1.43 (1.12-1.80) 0.851 (0.671-1.06) 0.615 (0.488-0.765) 0.357 (0.285-0.440) 0.202 (0.162-0.247) 0.114 (0.092-0.138) 0.065 (0.053-0.078) 0.046 (0.038-0.055) 0.036 (0.030.0.043) 0.024 (0.020-0.028) (0.018 (0.015-0.022) 0.011 (0.009-0.013) 0.009 (0.007-0.010) 0.007 (0.006-0.008) 0.006 0.005-0.006) 25 7.66 (5.90-10.3) 5.60 (4.33-7.55) 4.55 (3.52-6.14) 3.05 (2.35-4.11) 1.90 (1.47-2.57) 1.14 (0.888-1.53) 0.825 (0.648-1.11) 0.473 (0.373-0.623) 0.262 (0.207-0.339) 0.144 (0.115-0.185) 0.081 (0.065-0.102) 0.057 (0.046-0.071) 0.045 (0.036-0.055) 0.029 (0.023-0.035) 0.022 (0.018-0.027) 0.013 (0.011-0.016) 0.010 (0.008-0.012) 0.008 (0.006-0.009) 0.007 (0.005-0.008) 50 9.30 (6.95-12.6) 6.81 (5.08-9.22) 5.54 (4.13-7.49) 3.71 (2.77-5.02) 2.32 (1.74-3.15) 1.40 (1.05-1.88) 1.01 (0.770-1.36) 0.576 (0.439-0.762) 0.313 (0.240-0.408) 0.171 (0.132-0.220) 0.095 (0.073-0.120) 0.066 (0.052-0.083) 0.052 (0.040-0.065) 0.033 (0.026-0.041) 0.025 (0.020-0.031) 0.015 (0.012-0.018) 0.011 (0.009-0.013) 0.009 (0.007-0.010) 0.007 (0.006-0.009) 100 11.1 (7.99-15.4) 8.15 (5.86-11.3) 6.63 (4.76-9.17) 4.44 (3.19-6.15) 2.80 (2.01-3.88) 1.69 (1.23-2.32) 1.23 (0.897-1.68) 0.692 (0.508-0.935) • 0.370 (0.273-0.493) 0.200 (0.149-0.263) 0.109 (0.082-0.142) 0.076 (0.057-0.098) 0.059 (0.045-0.076) 0.038 (0.028-0.047) 0.028 (0.022-0.036) 0.017 (0.013-0.020) 0.012 (0.009-0.015) 0.009 (0.007-0.011) 0.008 (0.006-0.009) 200 13.2 (9.05-18.7) 9.67 (6.63-13.7) 7.86 (5,39-11.1) 5.27 (3.61-7.46) 3.34 (2.29-4.73) 2.02 (1.40-2.84) 1.48 (1.03-2.07) 0.822 (0.578-1.14) 0.434 (0.307-0.591) 0.232 (0.166-0.313) 0.125 (0.090-0.166) 0.087 (0.063-0.114) 0.067 (0.049-0.088) 0.042 (0.031-0.055) 0.032 (0.023-0.041) 0.018 (0.013-0.023) 0.013 (0.010-0.017) 0.010 (0.008-0.013) 0.008 (0.006-0.010) 500 16.2 (10.7-23.5) 11.9 (7.80-17.2) 9.66 (6.34-14.0) 6.49 (4.26-9.40) 4.13 (2.72-6.00) 2.51 (1.67-3.61) 1.84 (1.23-2.63) 1.01 (0.683-1.43) 0.526 (0.357-0.734) 0.279 (0.192-0.386) 0.147 (0.102-0.201) 0.102 (0.071-0.137) 0.078 (0.055-0.105) 0.048 (0.034-0.064) 0.036 (0.025-0.047) 0.020 (0.014-0.026) 0.015 (0.011-0.019) 0.011 (0.008-0.014) 0.009 (0.007-0.012) 1000 18.8 (11.9-27.2) 13.7 (8.69-19.9) 11.2 (7.06-16.2) 7.50 (4.75-10.9) 4.80 (3.04-6.95) 2.92 (1.87-4.19) 2.14 (1.38-3.06) 1.17 (0.763-1.66) 0.601 (0.395-0.642) 0.318 (0.211.0.440) 0.165 (0.111-0.227) 0.114 (0.077-0.155) 0.087 (0.059-0.119) 0.053 (0.036-0.072) 0.039 (0.027-0.052) 0.022 (0.015-0.029) 0.016 (0.011.0.021) 0.012 (0.008-0.015) 0.010 (0.007-0.013) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical PDS-based intensity -duration -frequency (IDE) curves Latitude: 40.565&. Longitude_ -104.8798 100.000 1.2 10_000 Tag C LOUD C 0.10 (13 Ca - a) 0.010 0_001C _ Lin t 10.000 . vi L000 .rz 0.100 rti a, 0- 0.010 C TOMEI Duration n C 1- L. uqtN Average recurrence interval (years) 5 10 NOAA Atlas .14, Voiume 6r 'hersisn 2 Lb r CNI ru rD j L.} IN re) rU n3 I 7j n3 n3 n3 I I to ct 0 0 uni'le LO 25 50 100 200 500 1000 Created IGMT): Mon Jan 15 19:14:37 2018 Back to Top Maps & aerials Small scale terrain Average recurrence interval years} 1 2 5 10 25 50 100 200 500 1000 Duration 5 -mm 10 -min 15 Ire 30 -min 60 -min 2 -hr 3 -hr 6 -hr 12 4w 24-44w 2 -day 3 -day 4-iday y 1 D-day 20 -day 30 -day 45 -day 60 -day r N, i 3km idsor 2mi TV'O,I Large scale terrain Large scale map P Ie�dicin e • Faas1 Ia; r PG �t 100km 6Omi Cheyenne sl Greeley r Longmont } °larder er Large scale aerial Back to Top US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring, MD 20910 Questions?: HDSC.Questions th.noaa.gov Disclaimer NORTHERN ENGINEERING APPENDIX B Hydrology Calculations V2/29 a Velocity H NorthernEngineering corn Ii 970422144158 Hydrologic Soil Group —Weld County, Colorado, Southern Part (9488 COUNTY ROAD 80 WELD COUNTY) CL a) 45 o F- tt) z -00 o 0 O W SIS C =CCU 0 ( C et 0 cc H- Z 20 O0 0 co V J 0 CI /o z 2 Ce O LL 2 et. 4 2 MAP LEGEND were mapped at Li 0 0 co as 45 1.51 O 2 ea o C O 03 03 0- cn C E s= m 0 0 {.l C { �- ED c > C) - 45 RI 130 "It >. iiicM O ° to +r a r -c n3 E ' ~ u) CO FS 0 EM ith wiE ICE Li :4=C 'g5 La - -p co JanC 0 W E • c o fi • C Z a ® ■ Area of Interest (ACM) Area of Interest (ACSl) U) Soil Rating Polygons • Water Features Streams and Canals Transportation Q rcp co co to a3 03 Co N ti O V it' C) 0- 2 a to O O CL U 03 L so U} = E 0E y= � � f c �-�. ci) a R. tiOrb02 a� E .455 co co cc) a C5 O O fvt U) N- E a CL 8 = a) a Li r 0 f 1 W C[} Q n as 0 O r Oi Sc7 i- 4) N cl? 2 0 m C o a) L �v co CJ -��+ Li a> _c - a M a L7 0 0n5 0 '0 O C co 0 = -p ,._. 47}0 - t*yr v •- cn EV_ ra fc) 2 0 Li= 0 0 O 'ID .> 4� a5tai D 2 -s t L O C C' -U �� I o.— C < c3 05 alE 000 Ec03=0 =c 0 =a 0= o 0 L > 3;+ as 0 c • tog 0° C e L a 0 F O CLE 00 `,.�- C„ 2 a z5 < 03 HO U) CO U) Q. to in Q (13 {60 es O ne a_ to aCTI •CIS C a C L CO `C t m • • Mar 20, 2015 —Oct images were photographed: CO a 14- D 0 moo, O E a i r le 0 . 2 0 fry 3 0 p C- co 0 0 t[� 0 A a Eta U9 s 0 co -0 ": 506 as CM▪ ILD O O :5 >`' O '0 am n which the soi C C o _ £ 0 0 7 L 4 an ] 0 0 0 7 • Ratin Rating Points OEM a CO "Cr ✓ y... 04 04 O r- CD r CL a) Cr) .3 r Cl)3 ▪ 0 L OD a Jo 0 z Natural Resources Conservation Service DL Hydrologic Soil Group —Weld County, Colorado, Southern Part 9488 COUNTY ROAD 80 WELD COUNTY Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of Aol 32 Kim loam, slopes 1 to 3 percent A 1.8 91.5% 33 Kim loam, slopes 3 to 5 percent A 0.2 8.5% Totals for Area of Interest 2.0 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils 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 (AID, BID, and CID). 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 (AID, BID, or CID), 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 USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 1/15/2018 Page 3 of 4 Hydrologic Soil Group —Weld County, Colorado, Southern Part 9488 COUNTY ROAD 80 WELD COUNTY Component Percent Cutoff: None Specified Tie -break Rule: Higher USDA Natural Resources Web Soil Survey a Conservation Service National Cooperative Soil Survey 1/15/2018 Page 4 of 4 COMPOSITE "C" VALUFI Project Name : Donald Wills Residence & Shop Location : Weld County Item : Composite "C" Values & % Impervious - Basins Project Name : 421-004 Computation By : COG Check By : MCI Percent Impervious AREA DESIGNATION TOTAL AREA Acre Basin : A 1.61 Composite 2-yr Storm AREA DESIGNATION TOTAL AREA Acre Basin : A 1.61 Composite 5-yr Storm AREA DESIGNATION TOTAL AREA Acre Basin : A 1.61 Composite 10-yr Storm AREA DESIGNATION TOTAL AREA Acre Basin : A 1.61 Composite 100-yr Storm AREA DESIGNATION TOTAL AREA Acre Basin : A 1.61 SOIL GROUP "A" AREA OF Gravel IMP. 0.19 40 COMPOSITE % IMP. ( i ) 29.81 COMPOSITE % IMP. (i) 29.81 COMPOSITE % IMP. (i) 29.81 AREA OF 4l0 Drive & Walk IMP. 0.30 90 CA=0.841 1.32 SOIL GROUP A AREA (RUNOFF COEFF. 1.61 0.17 CA=0.851 1.276 SOIL GROUP A AREA RUNOFF COEFF. 1.61 0.18 CA=0.871 1.232 SOIL GROUP A AREA RUNOFF COEFF. 1.61 0.20 CA=0.781 +0.110 SOIL GROUP A AREA RUNOFF COEFF. 1.61 0.34 AREA OF RUNOFF Roof COEF. 0.13 90 AREA OF Open Space IMP. 0.99 2 COMPOSITE % IMP. 29.81 421-004 -C_Comp_2016 USDCM, % Imp. & C -Values, 1116/2018, 4:52 PM xx.xx.xx N� AREA BREAK DOWN CONCRE1fE. BUILDING TOTAL Ni E T SITE PROPERTY BOUNDARY DONALD WILLS RESIDENCE & SHOP FORT COLLINS, CO NORTHERN ENGINEERING PA421-QO4TWG\DR.AI NAG E .AR EAS. DWG FIGURE 1 n and Pro ! o ed Areas) 4 a a) E {� a L O O C O O c a CV CO z 0 2 Ce O 2 0 4 2 MAP LEGEND were mapped at Area of Interest (A01) Area of Interest (ACSl) co as C C0? (t3 co E {r ta ED E > .C _ C7 c E i5 1- CO fai O C Cif cts W t Y a) C Ciiv) C to C) (13 E r -ice+ 0 cao 0 C -a E C) I- C) C) U �1. .S U) a Co ED { U) a) 73 0 a (.0 0 a 4 a, Very Stony Spot C C 01 0 3 (1) V J Map Unit Lines Special Line Features Water Features 1) C EL 4, 4-4 _ ea intos�, 0 �i. u CCi sc O cD CA O 9.. co E Transportation Resources Conservation Service 2 z U} La 0 (i) co ec r_ 0 cm c (13 j an O C .? L Q 0 2 cu V J 2 US Routes CD CO p_ I . -0 _ = 5 a 0) C a) cd Ci C U) cn co V' 0 C ct L co to E- n 0 C L 2 U < Ica {Ti Ca, .o j n a Z3 C 0 E Major Roads CO 213 2_3 CD O r.: Local Roads U) Cci 03 O S3 V a.� ar� 1. V) L C (I) it= -0 tl} i Cn} C o as c TO { L- L` a a) ac lt3 E— Q es 2 �}I� � 1:/ 03 as ca cC Marsh or swamp Mine or Quarry r L co 0 La 0 CI CI 2, ,d k.I r 0 C) tes r O C 0 .0 o a) 2 a5 o a) CO O) aneous Water co 43 a3 a CO co tf) VJ L so L O L C - Rock Outcrop Mar 201, 2015 —Oct images were photographed: 03 .CU 0 O VJ C To Co t0 0 2 C) n which the soi CO 0 O a 0 CD r,. {. C) .05 0 O 4151) C .>% may) r�L:�y VJ ip co 03 0 L OD a CD 0 CO C z Natural Resources Conservation Service Soil Map —Weld County, Colorado, Southern Part Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 4 Aquolls and Aquepts, flooded 101.9 2.9% 9 Ascalon slopes loam, 1 to 3 percent 13.4 0.4% 24 Fort Collins loam, percent slopes 0 to 3 122.3 3.4% 32 Kim loam, slopes 1 to 3 percent 1,309.8 36.9% 33 Kim loam, slopes 3 to 5 percent 204.0 5.7% 34 Kim loam, slopes 5 to 9 percent 229.7 6.5% 37 Nelson fine sandy percent slopes loam, 0 to 3 0.2 0.0% 38 Nelson fine sandy percent slopes loam, 3 to 9 9.0 0.3% 42 Nunn slopes clay loam, 1 to 3 percent 3.7 0.1% 47 Olney fine sandy percent slopes loam, 1 to 3 2.5 0.1% 48 Olney fine sandy percent slopes loam, 3 to 5 4.6 0.1% 51 Otero sandy loam, percent slopes 1 to 3 4.9 0.1% 52 Otero sandy loam, percent slopes 3 to 5 325.5 9.2% 53 Otero sandy loam, percent slopes 5 to 9 113.3 3.2% 56 Renohill clay percent slopes loam, 0 to 3 12.0 0.3% 59 Shingle slopes loam, 3 to 9 percent 87.9 2.5% 61 Tassel percent fine sandy slopes loam, 5to20 104.8 3.0% 64 Thedalund slopes loam, 1 to 3 percent 432.4 12.2% 65 Thedalund slopes loam, 3 to 9 percent 130.7 3.7% 79 Weld slopes loam, 1 to 3 percent 219.9 6.2% 85 Water 117.1 3.3% Totals for Area of Interest 3,549.8 100.0% USDA Natural Resources a Conservation Service Web Soil Survey National Cooperative Soil Survey 12/29/2017 Page 3 of 3 Notice of Iniuiry Development within a Coordinated Planning Agreement or Intergovernmental Agreement (CPA or IGA) Boundary Date of inquiry 112/1/2017 Municipality with CPA or I A► Severance CPA Name of Person Inquiring Donald Wills Property Owner Donald Wills Planner Michael Hall mhall@weldgov.com Legal Description Lot A of RE-4113 Parcel Number 07052220005? Nearest Intersection CR 80 & CR 19 Type of Inquiry USRe DRYWALL BUSINESS WITH VEHICLE STORAGE - "DYNAMIC DRYWALL" The above person Inquired about developing a property inside your designated CPA or ISA boundary. This person has been referred to community by Weld County Planning to discuss development options on this site. visit Chapter 19 of the Weld County Code for specifics on your agreement. Weld County Comments Annexation interest? Name, Title of Municipality Representative Mitchell Nelson Municipality Comments The Town of Severance would encourage the owner to consider annexation, however ii is our policy to allow property owners the decision. Based on Severance zoning the described use would fall into the Use By Additional Review category, and most likely require a site plan if annexed. The Torn requests that if the owner chooses to stay in Weld County a site plan showing the proposed layout be provided for comment. Air 4'_ 11 Signature of Weld county Planner Signature of municipality Representative Please return the signed form by Weld County Planning Department 1555 N 11th Avenue, Greeley, co 80531 [970) 353-6100 x3540 ow (970)304=6498 fax to: Notice of Inquiry Development within a Coordinated Planning Agreement or Intergovernmental Agreement (CPA or IGA) Boundary Date of Inquiry 12/1/2017 Municipality with CPA or IGA .... Windsor CPA - Name of Person Inquiring .. , .. ..�_... Donald Wills Property Owner Donald Wills planer- Michael Hall mhall@welds ov,com Legal Description Lot A of RE -4113 Parcel Number 070522200057 Nearest intersection CR 80 & CR 19 Type of Inquiry USR- DRYWALL BUSINESS WITi VEHICLE STORAGE - � "DYNAMIC DRYWALL" The above person inquired about developing a property inside your designated CPA or IGA boundary. This person has been referred to community by Weld County Planning to discuss development options on this site. Visit .e,r 19 of the Wel aunty► Code for specifics on your agreement. Weld County Comments Annexation interest? N� NameJTit1e of Municipality Representative � C°111 Edna 41\teke5�' I k Wet big iikois41/441/45ktAt9 j Municipality Comments C LoctiA Okokat3betkesqltsope:s (0.0 7 1 VAINIJAcioW Piet* clew Signature of Weld County Planner Signature of Municipality Representative Please return the signed form by Weld County Planning Department 1555 N 17th Avenue, Greeley, CO 80631 (970) 353-6100 x3540 (97O}3O4-6498 fax to: WICK & TRAUTWEIN, LLC ATTORNEYS AT LAW KATHRYN S. LONOWSKI ROBERT J. PENNY* MICHAEL J. PETERSON MICHAEL S. SAMELSON* KIMBERLY B. SC'HUTT BLAIR J. TRAUTWEIN* KEVIN W. WARD JOSHUA K. WESTMORELAND ROBIN L WICK *ALSO ADMITTED IN WYOMING [Insert name] [Insert Address] Mailing Address: P.Q. BOX 2166 FORT COLLINS, COLORADO 80522 (970) 4824011 FAX (970) 482-8929 WWW.WICKLAW.COM Tuesday, December 12, 2017 Re: Notice of Neighborhood Meeting Use by Special Review ("USR") Application Dear Neighbor: # 3 CLOCK TOWER SQUARE 323 SOUTH COLLEGE AVENUE FORT COLLINS. COLORADO 80524 42I MAIN STREET. SUITE 2 WINDSOR. COLORADO 80550 (970) 686-6005 513 BIG THOMPSON AVENUE LOWER STANLEY VILLAGE ESTES PARK, CO 80517 (970) 586-3505 Our firm represents Donald Wills, Mr. Wills owns property at 9488 County Road 80, Severance, Colorado 80524. On November 8, 2017, Mr. Wills was provided with notice of Zoning Violation from Weld County, Case Number ZCV 17-00342. The zoning violation was due to our client's use of his property to conduct business. The name of his business is Dynamic Drywall Inc., which operates from the County Road 80 address. However, the primary use for his property is as a residence. In response to the notice of zoning violation, Mr. Wills is submitting to Weld County a Use by Special Review ("USR") application so that he may continue to utilize the property, in part, to operate his business. As part of the USR application process, he is required to conduct a neighborhood meeting and provide notice to all property owners within 500 feet of his property. That is the reason for your receipt of this notice. Mt Wills will be holding a neighborhood meeting on Friday, December 22, 2017 at 7:00 p.m. at his residence, the subject property, 9488 County Road 80 and requests your presence. Mr. Wills will provide refreshments and will answer any questions relating to his use of the property for business purposes. Please feel free to respond to me via email at kward@wicklaw.com if you are able to attend. There is no requirement that you rsvp, so feel free to attend the neighborhood meeting without response. Our client welcomes your attendance and consideration in this. matter. Sincerely, WICK & TRAUTWEIN, LLC Kevin W. Ward, Esq. This notice is being sent to the following owners and addresses: Carrie L. Eskew Lane G. Eskew Pyrenees Properties LLC 9427 County Road 80 Fort Collins, CO 80524 Jeanne M. Bricher George M. B ri ch er 953 Coho Run Fort Collins, CO 80524 Steven J. Bomhoft Jennifer L. Bomhoft PD. Box 158 Windsor, CO 80550 Angela R. Chinn William J. Chinn 9754 County Road 80 Fort Collins, CO 80524 Ridgetop Properties LLC P.C.Q. Box 15706 Cheyenne, WY 82003 Pyrenees Properties LLC do Christine R. Wenrick 2117 Queens Bluff Clarksville, TN 37043 Christine Ricks Ronald Bruce Ricks 9530 County Road 80 Fort Collins, CO 80524 Steven J. Bornhoft Jennifer L. B or hoft 9606 County Road 80 Fort Collins, CO 80524 Jeri Lynn Thornton Kurt A. Thornton 9506 County Road 80 Fort Collins, CO 80524 Steven J. Bornhoft Jennifer L. Bornhoft P.O. Box 158 Windsor, CO 80550 Steven J. Bornhoft Jennifer L. Bornhoft 9606 County Road 80 Fort Collins, CO 80524 Jeanne M. Bricher George M. Bricher 953 Coho Run Fort Collins, CO 80524 Angela R. Chinn William J. Chinn 9754 County Road 80 Fort Collins, CO 80524 Carrie L. Eskew Lane G. Eskew Pyrenees Properties LLC 9427 County Road 80 Fort Collins, CO 80524 Pyrenees Properties LLC c/o Christine R. Wenrick 2117 Queens Bluff Clarksville, TN 37043 Christine Ricks Ronald Bruce Ricks 9530 County Road 80 Fort Collins, CO 80524 Ridgetop Properties LLC P.O. Box 15706 Cheyenne, WY 82003 Jeri Lynn Thornton Kurt A. Thornton 9506 County Road 80 Fort Collins, CO 80524 SENDER: COMPLETE THIS SECTION. COMPLETE THIS SECTION ON DELIVERY • Complete items 1, 2, and 3. I Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. Article Addressed to: Jeanne Ni. Bricher George M. Bricher 953 Coho Run Fort Collins, CO 80524 1111111111 i i 9590 9402 3032 7124 2586 43 i 2. Article Number (Transfer from service label) /f I/19 2/76 • PS Form 3811, July 2015 PSN 7530-02-000-9053 SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: i i Carrie L. Eskeu Lane G. Eske . Pyrenees Properties LLC 9427 County Road 80 Fors Collins, CO 80524 i m llllllllllll i !I i 9590 9402 3032 7124 2586 50 2. Article Number (Transfer from service label) OK' Llir , 7952(13 PS Form 3811, July 2015 PSN 7530-02-000-9053 A. Signature r\ I B. Received by (Printed Name) 0 Agent Addressee D. Date of Delivery D. Is delivery address different from item 1? O Yes if YES, enter delivery address below: ❑ No 3. Service Type !� Adult Signature fl Adult Signature Restricted Delivery SLCertified Mail® ❑ Certified Mail Restricted Delivery © Collect on Delivery Collect on Delivery Restricted Delivery Q Insured Mail C� insured Mail Restricted Delivery (over $500) D Priority Mail Express@ d Registered MaIlTM Q Registered Mail Restricted Delivery • Return Receipt for Merchandise ❑ Signature Confirmation"' ❑ Signature Confirmation Restricted Delivery Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY A. Sign. e xtv B. Received by (Printed Name) [Agent Addressee D. Date of Delive D. Is delivery address different from item 1? CI Yes if YES, enter delivery address below: El No 3, Service Type ❑ Adult Signature Adult Signature Restricted Delivery ified Mail@ ❑ Certified Mail Restricted Delivery ❑ Collect on Delivery Q Collect on Delivery Restricted Delivery d Insured Mail Q insured Mail Restricted Delivery (over $500) SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: i u i 1 Christine Ricks Ronald Bruce Ricks 9530 County Road $0 Fort Collins, CO 80524 1111111111 i i u iu 9590 9402 3032 7124 2586 67 i ❑ Priority Mail Express® Cl Registered Ma:ilTM Q Registered Mail Restricted Delivery Q Return Receipt for Merchandise D Signatiire ConfirmationTM o Signature Confirmation Restricted Delivery Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY A. Signature B. Received by (Printera� ame) Agent _ 0 Addressee C. Date of lielivery D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: O No 2. Article Number (Transfer from service label) r 1CU9 3. Service Type ❑ Adult Signature ❑ Adult Signature Restricted Delivery Certified Mail@ d ertifiedd Mail Restricted Delivery In Collect on Delivery ❑ Collect on Delivery Restricted Delivery • Insured Mall D insured Mail Restricted Delivery (over $500) Q Priority Mail Express@ Q Registered Mall"' El Registered Mall Restricted Delivery D Return Receipt for Merchandise El Signature Confirmation"' Q Signature Confirmation Restricted Delivery _ DC c.w, nal 1 Ii du R COCK. 7RQn_no-nnn..oncr4 Domestic Return Receipt SENDER: COMPLETE THIS SECTION • COMPLETE THIS SECTION ON ►DELIV€RY • Complete items 1, 2, and 3'■ ■ Print your name and address on the reverse so that we can return the card to you. Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: i u Angela R, Chinn William I Chinn 9754 County Road 80 Fort Collins, CO 80524 i 11 i 9590 9402 3032 7124 2586 36 It S 8:4 _ft . Signature B. Received by (Printed Name) El Agent ❑ Addressee C. Date of Delivery / as)d D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: ❑ No 2. Article Number (Transfer from service label) 077)Iir - � 7 m� f, DOS 7 FiNtc r . PS Form 3811, July 2015 PSN 7530-02-0004053 a, 3. Service Type ❑ Adult Signature D Adult Signature Restricted Delivery edified Mail® 0 Certified Mail Restricted Delivery © Collect on Delivery ❑ Collect on Delivery Restricted Delivery ❑ Insured Mail Li Insured Mail Restricted Delivery (over $500) ❑ Priority Mail Express® • Registered Malin' ❑ Registered Mail Restricted Delivery ❑ Return Receipt for Merchandise ❑ Signature ConfirmationtM ❑ Signature Confirmation Restricted Delivery SENDER: COMPLETE THIS SECTION Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. t Attach this card to the back of the mailpiece, or on the front if space permits. Article Addressed to: i Jeri Lynn Thornton ' Kurt A. Thornton 9506 County Road 80 Fort Collins, CO 80524 111111111111 i III 9590 9402 3032 7124 2586 98 2. Article Number (Transfer from service label) ° &2CO /N5 (\407 PS Form 3811, July 2015 PSN 7530-02-000-9053 SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. I Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: i esc, crl Jennifer L. Bornhoft 9606 County Road 8{i seeptv Collins, CO 80524 i i 9590 9402 3032 7124 2586 12 2. Article Number (Transfer from service label) v' --"' 37 O O0O PS Form 3811, July 2015 PSN 7530-02-000-9053 i Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY A. Signature X /7-2/1/1 Lee B. Received by (Printed Name) gent 0 Addressee C. Date of Delivery 2' D. Is delivery address different from item I? 0 Yes If YES, enter delivery address below: ❑ No 3. Service Type © Adult Signature ❑.Adult Signature Restricted Delivery ..certified Mail® ❑ 'Certified Mail Restricted Delivery ❑ Collect on Delivery o Collect on Delivery Restricted Delivery d Insured Mail ❑ Insured Mail Restricted Delivery (over $500) El Priority Mail Express® ❑ Registered MaiITM ❑ Registered Mail Restricted Delivery ❑ Return Receipt for Merchandise ❑ Signature Confirmations, ❑ Signature Confirmation Restricted Delivery Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY A, Signature B. Received by (Printed Name Er Agent 0 Addressee C. Date of Delivery to D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: ❑ No 3. Service Type El Adult Signature ❑ Adult Signature Restricted Delivery Certified Mail® O Certified Mail Restricted Delivery Ci Collect on Delivery O Collect on Delivery Restricted Delivery ❑ Insured Mail ❑ Insured Mail Restricted Delivery over $sag) ❑ Priority Mail Express® ❑ Registered MailTM El Registered Mail Restricted Delivery ❑ Return Receipt for Merchandise ❑ Signature Confirmationrr1 ID Signature Confirmation Restricted Delivery Domestic Return Receipt \uintf f x rf —!' ,a , e_ etlokk. fl4v\t c a C I 'r//tMrMSLV . I ;lively' p\fre., 14‘. rece tv d k,a,„1„. 1_1 e LA--• tsi t t 1 (a' I at,/ ancrvehe 64114 a LI Litt/0 wit, re e (II L LL, (A if\4 dr- re4 k vs. -t 1,4k- tot, \-riut te ,,,encrct rfora e tz_ me tr- a 1 ( 11CCA b-- s?, �it'll-it ' tit dr) R Yiv:ts Sri a 44 khz LILt m �Y 4411A -fr (If�,_ Ceinf e r• t---1 f-vt, 1/4„4.. iv J w IT c \ik‘,74 tet e_ frier iS abk. Lie/ tom\filitakY1 Pr! • 1 Sign in sheet for 12L22/17 neighborhood meeting 92Z7 7 Hello