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Home My WebLink About990205.tiff f�c fill7/9r PLANNED UNIT DEVELOPMENT CHANGE OF ZONE APPLICATION PLANNING DEPARTMENT USE OILY: c 2 OCR C_, • t>- Case Number Application Fee: 1 ZoningDistriYt Receipt Number -Cow ' _ Date ?\ ? [ �� Application Checked By: F-- Planner Assigned to Case: To BE COMPLETED BY THE APPLICANT: (Print or type only except for required signatures). /(we), the undersigned, hereby request hearings before the Weld County Planning Commission and the Board of County Commissioners concerning the proposedPUD rezoning oft the following described unincorporated area Mir fgWeld County. ñ LEGAL DESCRIPTION: Letof kecode F xe/14irnii 4/c. 0107 1I/- ? Ae/bir (If additional space is required, attach an additional sheet of this same size or a copy of the deed)0 PARCEL NUMBER: Q Z�_ © 0 0 2 Z (12 digit number- found on TAX I.D. or obtained at the Assessor's Office) NAME OF PROPOSED PUD SUBDIVISION Q Will ter EXISTING ZONING firiCul(Wl l - i PROPOSED ZONING f g U. [,1. TOTAL ACREAGE_ f , 10/q 1l/I OVERLAY DISTRICTS �t PROPOSED DEVELOPMENT GUIDE SUBMITTAL (Specific or Conceptual) Specific PROPERTY OWNERS OF AREA PRO OS D FOR P D REZONING: NAME R�beCl 7 & Ja,ze fit Water PHONE (no) 611'e037 ADDRESS 362 cuiwy iecJ 77 I rn4o L-(7 _ v'oCFO NAME PHONE ADDRESS APPLICANT OR AUTHORIZcD AGENT if different than above "`) NAME off., W tech Fe am En i tent-1 .Cnc• ADDRESS IW F. ) i`' St'!ae / lc/dime( Co HOME TELEPHONE ,' BUSINESS TELEPHONE (Vol 6/3 -266104^,If agent is different from the pro PsIQ! �flQ Pi documentation from the property owner authorizing said agent to represent the owner. AUG 3 1 1998 RECEIVED �7 Owner Authorized Agent e 990205 • • engn-er m aa•rna ill East 5th Street LETTER O F "f RA N I, Loveland, CO 00531 Me Chile/ Date uh. Ni)., /� M l.7 yY 7a Me wit// cutf4li/ /"IGsitiJ Attention /IOW l7/fir the AI iriet 1V1? ARE SENDING YOU Prints II Preliminary Drawings I I Rind Drawings TIIE FOLLOWING: I I Oril;ivals I I Contract Hans &Specifications I I Change Order I I Separate Cover Via I CO1'IN?- s seb 1,8, S flla These are transmitted :is checked below: tISI'or approval h,r rcricw and comment I I A,incud :uul resubinil rFor your use I i No exceptions taken LI For your signature L,As requested I I Flake corrections noted f I For bids due 19 REMARKS Jilt" ' ' ` Ls ✓M revdQ S�11... 161""1 ..-. fi_.—.'IAA h4�,fa TZu - f 4 hJaj 444 re,ii4 f/o, Rif 4 6 4 %% as have G(C!nib el, CC TO 6ua 11- t't:: :---------1SlGNI . f • III$IT 9902fl5 PROJECT NARRATIVE EXISTING USE THE PROPERTY IS CURRENTLY ZONED "A" (AGRICULTURAL) AND HISTORICALLY HAS BEEN CULTIVATED FOR CROP PRODUCTION. NO STRUCTURES ARE CURRENTLY LOCATED ON THIS SITE. SURROUNDING PROPERTY IS ALSO ZONED"A"AND HAS ALSO BEEN PLANTED YEARLY FOR CROP PRODUCTION. PROPOSED USE THE PURPOSE OF THIS MINOR SUBDIVISION SKETCH PLAN IS TO CONVERT A SMALL PIECE OF MARGINAL AGRICULTURAL PROPERTY INTO FIVE (5) RESIDENTIAL TRACTS. ONE RESIDENTIAL STRUCTURE WOULD BE ALLOWED PER TRACT AND EACH TRACT WOULD BE SLIGHTLY LESS THAN TWO (2) ACRES. EACH PARCEL WOULD CONFORM TO PROTECTIVE COVENANTS AND LIVESTOCK WOULD NOT BE ALLOWED ON THE INDIVIDUAL PARCELS. UTILITY PROVIDERS WATER NORTH WELD COUNTY WATER DISTRICT GAS PUBLIC SERVICE COMPANY OF COLORADO ELECTRICITY PUBLIC SERVICE COMPANY OF COLORADO TELEPHONE U.S. WEST COMMUNICATIONS ALL UTILITIES WILL BE PLACED UNDERGROUND. DISTRICTS SCHOOL WELD COUNTY RE4 FIRE WINDSOR/SEVERANCE FIRE PROTECTION DISTRICT WATER DOMESTIC WATER WOULD BE PROVIDED BY THE NORTH WELD COUNTY WATER DISTRICT. A SIX (6) INCH WATER TRANSMISSION MAIN ADEQUATE TO SERVE THIS SITE IS LOCATED WITHIN WELD COUNTY ROAD 70. AS PART OF THIS PROJECT, A WATER MAIN WOULD BE CONSTRUCTED IN THE PROPOSED CUL-DE-SAC (WINTER WAY) TO PROVIDE DOMESTIC WATER SERVICE TO EACH PARCEL. WASTEWATER A PUBLIC SEWER SYSTEM IS NOT AVAILABLE IN THIS AREA. EACH RESIDENTIAL TRACT WOULD BE REQUIRED TO INSTALL INDIVIDUAL SEWAGE DISPOSAL SYSTEMS IN CONFORMANCE WITH WELD COUNTY GUIDELINES. STORM WATER THIS PROJECT IS NOT,LOCATED WITHIN AREAS DESIGNATED AS FLOODPLAIN OR FLOODWAY. EXISTING LOCAL DRAINAGE PATTERNS WILL BE MAINTAINED. A DRAINAGE REPORT IDENTIFYING HISTORIC AND PROPOSED RUNOFF PATTERNS HAS BEEN COMPLETED FOR THIS PROJECT. 890205 STREETS A LOCAL STREET, WINTER WAY, WILL BE CONSTRUCTED TO PROVIDE ACCESS TO THE INDIVIDUAL PARCELS. THIS STREET WILL BE A FOUR HUNDRED (400) FOOT LONG CUL-DE-SAC CONNECTED TO WELD COUNTY ROAD 70. THE STREET WILL HAVE A THIRTY (30) FOOT WIDE AGGREGATE SURFACE WITH TWO TRAVELED LANES (EACH ELEVEN (11) FEET WIDE) AND TWO SHOULDERS (EACH FOUR (4) FEET WIDE). OVERLAY DISTRICTS THERE ARE NO FLOODPLAIN, GEOLOGIC, OR AIRPORT OVERLAY DISTRICTS LOCATED WITHIN THE PROPOSED MINOR SUBDIVISION. RADIATION HAZARD THERE IS NO RADIATION HAZARD WITHIN THE AREA OF THE PROPOSED MINOR SUBDIVISION. MINERAL RIGHTS THE OWNERSHIP OF MINERAL RIGHTS ON THIS PROPERTY IS AS FOLLOWS: JANET AND ROBERT WINTER 25% JOE AND BE I I Y SCHMIDT 25% WILBUR RUTZ ESTATE 50% ALL OWNERS OF MINERAL RIGHTS ARE AWARE OF THE PROPOSED CHANGE OF USE. THERE IS CURRENTLY NO MINING ACTIVITY ON THIS PARCEL AND FUTURE MINERAL EXTRACTION IS NOT ANTICIPATED. NO OIL WELLS ARE LOCATED WITHIN SIX HUNDRED (600) FEET OF THE PROPOSED PROJECT. SOILS BASED ON INFORMATION FROM THE SOIL CONSERVATION SERVICE, SOILS ON THIS SITE ARE CLASSIFIED AS KIM LOAM WITH SLOPES FROM ONE (1) TO THREE (3) PERCENT. THESE SOIL TYPES ARE SUITABLE FOR THE USES BEING PROPOSED. A GEOLOGICAL REPORT PREPARED BY A PROFESSIONAL GEOLOGIST HAS BEEN COMPLETED FOR THIS PROJECT. SURVEY DATA ALL BOUNDARY INFORMATION AND LEGAL DESCRIPTIONS WERE BASED ON RECORDED EXEMPTIONS NO. 0807-14-2.RE-1694 AND NO. 0807-14-2-RE-1740 PREPARED BY KING SURVEYORS INC. IN JANUARY OF 1995. ALL TOPOGRAPHIC DATA WAS TAKEN FROM USGS MAPS (BRACEWELL QUADRANGLE). IRRIGATION FACILITIES NO MAJOR IRRIGATION FACILITIES ARE LOCATED ON OR ADJACENT TO THIS PROPERTY. TWO PRIVATE LATERALS ARE ADJACENT TO THE WESTERN AND SOUTHERN PROPERTY BOUNDARY. THESE DITCHES ARE PRIVATELY OWNED AND PROVIDE IRRIGATION WATER TO ADJACENT PARCELS. IRRIGATION WATER FOR THIS PARCEL IS PROVIDED BY A WELL LOCATED ALONG WELD COUNTY ROAD 70 AND IS PUMPED TO THIS SITE VIA AN UNDERGROUND PIPELINE. THIS PIPELINE SYSTEM WILL BE ABANDONED AS PART OF THIS PROJECT. PROPOSED SETBACKS FRONT 25' SIDE 15' BACK 25' PROPOSED EASEMENT WIDTHS FRONT 15' SIDE 10' BACK 20 OWNER/DEVELOPER ROBERT J. AND JANET A. WINTER 33652 WCR 21 WINDSOR, COLORADO 80550 (970) 686-2037 PLANNER/ENGINEER JEFFREY W. COUCH, P.E. REDPEAK ENGINEERING 2061 HUNTINGTON CIRCLE FORT COLLINS, COLORADO 80526-1558 (970) 498-0272 SURVEYOR KEVIN KING, PLS KING SURVEYORS. INC. 1200 WEST ASH STREET, SUITE C WINDSOR, COLORADO 80550 (970) 686-5011 LAND USE TABLE PROPOSED AREA USE (ACRES) I PERCENTAGE LOT 1 I 1.729 17.45 LOT 2 I 1.790 18.06 LOT 3 1.813 18.30 LOT 4 1.783 17.99 LOT 5 1.772 17.88 WCR 70 ROW 0.246 02.48 WINTER WAY 0.776 I 07.84 TOTAL 9.909 I 100.00 .9^0 205 Winter Knolls P.U.D. Specific Development Guide 1. Environmental Impacts The proposed P.U.D. will create five large residential tracts of land in an area isolated by irrigation ditches, existing roadways and topographic differences. Environmental impacts from this development are negligible and are typical of impacts associated with the development of five estate type residential lots. A summary of these impacts follows: A. Noise and Vibration There is no activity associated within this development which will create noise and vibration above acceptable levels. B. Smoke. Dust and Odors There is no activity associated within this development that will generate smoke, dust or odors. Smoke: Open burning is not allowed as per existing Weld County regulations. Dust: The proposed roadway (Winter Way) will be constructed of aggregate material. Maintenance of the roadway, including application of dust inhibitors, will be the responsibility of the Homeowner's Association. All disturbed area will be revegetated as quickly as possible to further reduce potential dust problems. Odors: Homeowners will be required to utilize a solid waste disposal company to remove household waste from individual home sites. The boarding of livestock of any kind will not be allowed. C. Heat, Light and Glare There is no activity associated within this development which will create heat, light or glare above acceptable levels. D. Visual/Aesthetic Impacts Visual/aesthetic impacts will be minimal. An architectural review committee will review all building plans before home construction is allowed to proceed. Architectural guidelines and house siting information is included in subdivision covenants, which will be created as a part of this project. 1 P?0205 E. Electrical Interference There are no existing large electrical facilities located adjacent to or upon this property. The proposed project will require residential electrical service to be installed underground and no electrical interference is expected to impact this project or be generated by this project. F. Water Pollution There is no activity associated with this development which will increase water pollution. G. Waste Water Disposal Wastewater disposal will be accomplished through the construction of individual disposal units with each residential structure. The individual disposal units will be constructed in conformance with guidelines developed by the Weld County Department of Health. H. Wetland Removal The subject property has been utilized as irrigated, crop producing property for several years. As cultivated, agricultural property, there are no wetlands present on the site. I. Erosion and Sedimentation Protective covenants developed for this subdivision will require the establishment of vegetative cover on all exposed areas. Individual homeowners will be responsible for the maintenance of this cover on individual lots and the Homeowner's Association will be responsible for the maintenance of cover in common areas. Large livestock will not be allowed within the subdivision. J. Excavating, Filling and Grading Excessive excavating, filling and grading will not be required as a part of this development. Overlot grading is not anticipated due to the size and flatness of the proposed lots. Grades for the proposed local roadway and residential driveways will not vary over one foot (1') from existing terrain. Drainage swales will not vary over two feet (2') from existing terrain. 2 Q?02fl5 K. Drilling, Ditching and Dredging Drilling, ditching and dredging activities will not be required as a part of this development. L. Air Pollution There is no activity associated with this development which would increase air pollution. M. Solid Waste A solid waste disposal company will be retained by individual lot owners to dispose of the residential solid waste. N. Wildlife Removal There is no wildlife activity associated with this development which would require special consideration. 0. Natural Vegetation Removal The property being developed within the P.U.D. has been utilized as irrigated farm ground. When crops are not being produced, the property remains void of natural vegetation. There is no removal of natural vegetation associated with this project. P. Radiation/Radioactive Material There is no activity associated with this development which would utilize radioactive materials. Also, an investigation of existing radioactivity was completed in 1997 and no evidence of radioactive material was found. 2. Service Provision Impacts A. Schools Residents of this development will be within the Weld County RE4 School District Boundary. 3 S°0205 B. Law Enforcement Law enforcement services will be provided by the Weld County Sheriffs Department. C. Fire Protection Fire protection will be provided by the Windsor-Severance Fire Protection District. D. Ambulance Ambulance service will be provided by Weld County Ambulance located in Greeley, Colorado. E. Transportation The street located within the proposed development will be constructed by the developer and maintained by the Homeowner's Association creating no impact for Weld County. This street will connect to Weld County Road 70, an existing gravel roadway. Impact from the proposed development will be less than fifty (50) trips per day and will have minimal impact on the existing system. This impact will require no improvements to the existing Weld County Street System. F. Traffic Impact Analysis A traffic impact analysis will not be required as a part of this development activity. G. Storm Drainage A separate drainage report has been prepared for this project. Minor offsite flows will be redirected via construction of drainage swales in open space areas. On-site runoff will continue to sheet flow towards existing irrigation facilities. Increase in the rate of flow due to the proposed development is less than 5 cfs and the adjacent irrigation ditch system is capable of conveying these flows to a drainage outfall. 4 S?O2f .i H. Utility Provisions Utility providers are as follows: Water North Weld County Water District Electricity Public Service of Colorado Telephone U.S. West Communication Gas Public Service of Colorado A letter summarizing the availability of service from each provider is attached. I. Water Provisions A letter from the water provider summarizing the availability of water service to this development is attached. An existing 6" waterline is located within Weld County Road 70. A proposed 6" waterline within Winter Way will provide adequate domestic and fire service to this development. J. Sewage Disposal Provision Individual sewage disposal systems will be completed with the construction of each residence. The geologic and mineral evaluation completed on January 27, 1997 indicates that soils in this area will support individual sewage disposal systems. 3. Landscaping Elements A. Landscape Map Landscaping information has been provided on a separate landscape plan. B. Landscape Treatment Native grasses will be used as ground cover within the open space area. A mix of deciduous and evergreen trees will delineate entryway areas and the common area. 5 r02°5 C. Maintenance Schedule The vegetation material used in the landscaping plan in composed of indigenous vegetation found in typical residential subdivisions. Management and care of the plant material will be determined by the Homeowner's Association as soil and climactic conditions dictate. Every effort has been made to provide low maintenance and draught tolerant varieties of plants. D. Agreement Copies of an agreement relating to the installation, care and maintenance of the landscape material are attached. E. Irrigation It is anticipated that establishment and maintenance of the plant material will require irrigation. It is proposed to use native irrigation water from the adjacent ditches to provide water for the landscaping. Water shares from the Long Reservoir Company will be dedicated to the Homeowner's Association for perpetual use. 4. Site Design A. Site Features The proposed site is relatively flat with grades less than 2%. Two private irrigation laterals and an access roadway separate this 9.9 acre parcel along its Southern and Western boundary from the main farm. In addition to the horizontal separation, the subject parcel is elevated from six to eight feet above the main cultivated area. This separation has historically made the 9.9 acre parcel a marginal agricultural parcel which can only be irrigated by pumping water above the adjacent irrigation ditches. B. Comprehensive Plan Goals This project is consistent with the goals and policies of the comprehensive plan as follows: 6 R 49205 PUD. Goal 1 Buffers have been provided to minimize conflicts between exterior agriculture and interior residential use. PUD. Goal 2 The development of this parcel involves creating five residential lots on an isolated piece of agricultural property. This 9.909 acre parcel is elevated above the main farm parcel and provides for a unique residential setting. PUD. Goal 3 Adequate public facilities are adjacent to the proposed development. No off-site improvements are anticipated. PUD. Goal 4 The proposed development is adjacent to an existing county roadway, electric, telephone, and water facilities. The development is within existing school, fire and ambulance districts. PUD. Goal 5 The cost of the proposed on-site improvements will be the responsibility of the property owner. C. Compatibility — Interior The proposed P.U.D. consists of five similarly sized residential tracts. There is no interior conflict between different land uses anticipated as a part of this P.U.D. D. Compatibility— Exterior The existing uses around the perimeter of the project are agriculture related activities. Although conflicts between the agricultural and residential land uses are not anticipated, a buffering system is provided as part of the P.U.D. as follows: 7 Location Buffer Distance ;"*4295 Location Buffer Distance Westerly and Southerly Concrete Irrigation Ditch 90' Boundary Farm Access Road Dirt Irrigation Ditch Open Space Corridor Building Setback Easterly Boundary Open Space Corridor 50' Building Setback Northerly Boundary Weld County Road 70 75' Building Setback There is no exterior conflict anticipated between the existing agricultural uses and the proposed residential uses. E. Hazards The proposed site is not located within a flood hazard, geologic hazard or airport overlay district as identified by maps officially adopted by Weld County. 5. Common Open Space Usage A. Open Space The proposed P.U.D. provides in excess of 17% open space via a system of perimeter walkways and a common area at the southeast corner of the site. This open space is intended to provide the following objectives: 1. Provide a system of linkages for each residential tract. 2. Provide for additional buffering between adjacent property. 3. Provide for a common meeting area for future residents. B. Open Space Ownership The proposed open space has been designated as separate Tracts A and B. These tracts will be deeded to the Homeowner's Association 8 02^5 PLANNED UNIT DEVELOPMENT CHANGE OF ZONE DRAINAGE REPORT FOR WINTER KNOLLS, P.U.D. Prepared for: Robert J. & Janet A. Winter 33652 WCR 21 Windsor, CO 80550 (970) 686-2037 August 25, 1998 Prepared by: Jeffrey W. Couch, P.E. TEAM Engineering, Inc. 114 East 5th Street Loveland, CO 80537 (970) 613-2040 990205 Planned Unit Development Change of Zone Drainage Report For Winter Knolls, P.U.D. A. Introduction This report is prepared as part of a Planned Unit Development Change of Zone for the proposed Winter Knolls P.U.D. The intent of this report is to identify existing drainage patterns and determine any impacts to these patterns which may be created by the proposed development as required by Component Two — Service Provision Impacts, Paragraph G "Storm Drainage" of the Weld County PUD Development Guide Requirements. B. Site Description The Winter Knolls P.U.D. is proposed to subdivide 9.909 acres of irrigated farm ground into five (5) residential tracts averaging 1.4 insize. The project is located along WCR 70 approximately one-half mile east of WCR 21 and almost directly half way between Windsor, Colorado and Severance, Colorado. (See Figure 1 — Vicinity Map.) The property is more specifically described as Lot A of Recorded Exemption No. 0807-14-2-RE 1694 located in the Northwest Quarter of Section 14, Township 6 North, Range 67 West of the 6th Principal Meridian, Weld County Colorado. As cultivated farm ground, the proposed site is typically bare except during the growing season. No structures currently exist on the site. Adjacent parcels for one-half mile around the subject site are also vacant, cultivated fields used for crop production. 4^02f5 The specific site is composed of Kim Loam soils with slopes between one (1) and three (3) percent. These soils are suitable for residential development and septic systems. The site is unique because it is elevated approximately ten (10) feet above adjacent parcels. (See Figure 2 - Site Cross Section.) It is also unique because, unlike adjacent parcels which are irrigated by gravity ditch systems, irrigation water for this parcel needs to be pumped via a pipeline. The distinct irrigation patterns can be seen on aerial photos of this area. (See Figure 3—Aerial Photo— Crop Pattern.) C. Historic Drainage The terrain in this area generally slopes from east to west towards the Law Ditch and Great Western Railroad. Runoff also generally runs from east to west except where redirected by irrigation ditches. Off-site drainage flows are as shown on Figure 4 — Historic Drainage Patterns. Off-Site Flows Historically, flows from the major drainage basins run away from this site and have no impact on the subject parcel. Flows from the north and east run towards WCR 70 and are conveyed by a roadside ditch along the north side of WCR 70 around this parcel. Flows from the west and south also run away from this property. A small parcel adjacent to the property does drain towards this site; however, a collection ditch is typically "pulled" yearly by the neighboring farmer P?0205 Ln • r y / et0 jcq /anvpfm7.srerp frodaJd 3 C//jditit U rill) 3 7/4,0g w 77117 41114/ Ir ' N Mud {'!0 3 w cc racy wjdg 3 C) ii.waj 3 o ',$ ?O2fl5 which diverts irrigation and stormwater flows along the east boundary line. This parcel is shown as "Area A" on Figure 4. On-Site Flows Flows from the 9.909 acre parcel generally run from east to west. Historically, this runoff sheet flows from the field into the adjacent irrigation ditch. No negative impacts are evident from this drainage pattern. D. Proposed Drainage Off-Site Flows (Eastern Area) Flows from this triangular shaped basin are typically influenced by cultivation patterns. A waste ditch provided by the adjacent property owner is temporary and primarily used to collect waste irrigation flows during the growing season. In order to protect this project's eastern boundary, a permanent channel is proposed. The design of this grass-lined channel is shown in appendix A. Off-Site Flows (WCR 70) Runoff from WCR 70 is developed from the roadway adjacent to this project only. These flows are directed to the interior roadside ditches along Winter Way and have no negative impact on the project. On-Site Flows (Lots 1-3) Lots 1 — 3 are located along the eastern portion of this project. Drainage flows are collected by the roadside ditches adjacent to Winter Way and diverted southerly to the adjacent irrigation ditch. £?02'115 On-Site Flows (Lots 4 & 51 Lots 4 and 5 are located along the western boundary of this project. These flows will be allowed to sheet flow into the adjacent ditch similar to the existing drainage patterns. E. Conclusion / Recommendations 1. The addition of five (5) single family residences and roadways will increase historic flows from this site. The amount of increase is minimal due to the low density of this project and is summarized in Appendix B. 2. This property is not located within a major drainageway or within defined floodplain or floodways. 3. Off-site flows generally run away from this site. A triangular basin which generates a small amount of runoff will be diverted southerly via a permanent grass-lined channel. 4. Flows from WCR 70 adjacent to this site are collected by roadside ditches along Winter Way. 5. The interior lots will create a small increase in runoff from this site. Existing irrigation systems are adequate to convey this runoff to adjacent fields. ^9205 List of Figures Figure 1 Vicinity Map (1" = 2,000') Figure 2 Site Cross Section Figure 3 Aerial Photo — crop Patterns Figure 4 Historic Drainage Patterns (1" = 2,000') Figure 5 Proposed Drainage Patterns Appendix A Off-Site Flow Calculation Appendix B On-Site Runoff Increases ??02fl5 /919-m dJX /4 1 21- 7/ Twc Offsi' flay/ / I Bod1O /A it 1(1 gni a fV Qosi4 kn eIia 4 eaft 0f /eject 44�ta = /2. 4,aad n y e00�) l 141, $60 4`tl vc - His /fir/r5 Sian( = 1% Lcn1M of frcwci = zoo Leff irveif1L of Rcfno{( _ do IS o f /I Cafnj1St Tine of 6'n -ea/.(ca has 7--( = 117 (Gs - 'C (fyovz = 1—.87 (hi - (o(ozy), 1, :co* = SSIIN De 64 lei T, i to s4, fri,, 44 .141 -1.41(45111 CifNe l,00 = 2-S /� yhow Calculaic Imo If = C� C T19- = ( zs)(2) (to) (ii.$) = g, I cfs DeIrinfft iy,1 a/ 41k‘ Si?e fo (94vcy Ii cfl 4Ssomc nitri Serf o4 (toss -Linvi) v Q = 1, Ypb R2h3S9ff P,, \ ;to' v � yo' it mks, yo' l} = 9O) f 'k (9)fl)} k(9)(I)= tosyff. R = 'I.IZ f4.12 i40= /2. Z7 fief s= .a / R = 8%zay = .646 �1cn� n = :no rauy_ cl , l_ q= fix resutf z6 �Oo4)yt(do, — /b,O cfs Icci'c/Y ante( hs 6t fffrnhO g l-z,1-9l On - file flow JG/G rfiihno flow hifa = 9 909 s = /-o % z = fed- 6e Tram! of /wog to aJ a ha (afcw/Je 1llne of LagcGgfrafleg Tc : 117 (i-1 - Moo)(ioo)111 = 911 1'114 1.0111Or ,,ae 41104 (alai & le reuse* /�len Cf C .14 = (/13)(2) 6.0f7.9a,) _ ry cfs 6a(n1air -ZZCieore Dlnsl' C = /0 {vi isise1 a4 J/%uf ' Ill JD,,nOfXS= f ,, 900yf/ or /1/ nun wArt (=- 'C"= ( 2) 4:77 ) 1 0112a 7. 907 AssRA/N4 so IC Qwo haw (y ( -I4J = 0 zs-X(n)6 v)(7,9of) filch 0 fang lnvait1 y 1 cis ^ S cis g?n2'1S Hello