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• RECEPED GARFIELD COUNTY JUL 11 2003 Building & Planning Department 108 8th Street, Suite 201 GARFIELD COUNTY Glenwood Springs, Colorado 81601 3UILDING & PLANNING Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county.com Subdivision Application Form GENERAL INFORMATION (To be completed by the applicant.) ➢ Subdivision Name: PGar }.. SUU bc1'v is c, o r', ➢ Type of Subdivision (check one of the following types): Sketch Plan Preliminary Plan6rcj .7- Final Plat ➢ Name of Property Owner (Applicant): -r tbas ➢ Address: j.2/3 Co(.rty bied 1 1 Z. Telephone: q10 91 3 " g iY3 ➢ City: .-kAtla1-t State: C o Zip Coder/6 Z 3 FAX: )=. Name of Owner's Representative, if any (Attorney, Planner, etc): ➢ Address: Telephone: ➢ City: State: Zip Code: FAX: ➢ Name of Engineer: ➢ Address: 111 Geofccl, 5O)0 co --q kid 1" Telephone: 0741 79.6 8' ➢ City: �erw� 01 S ���•.; State: Co Zip Code: Si b4I FAX: ➢ Name of Surveyor: ➢ Address: Li'Ac S ➢ City: cGlrb,=rNa yl� ➢ Name of Planner: ►.s SPac-Gcelt.,.:i 4\kelephone: 963-3tC G State: Co Zip Code: Y/ 4✓ Z 3 FAX: ➢ Address:. 'ter 3 Co -„t /?c (�Z Telephone: 963 ii4--13 ➢ City: 4t1-66'10/4 is State: Co Zip Code: IC Z 3 FAX: GENERAL INFORMATION continued... ➢ Location of Property: Section / y Township 7 S,,,tl.Range t's' ;.,c,t ➢ Practical Location / Address of Property: /.2/3 G cu�tyl (I Z C:L r t c c it. br ( /� o S 1623 ➢ Current Size of Property to be Subdivided (in acres): 6. SI 4 -/- Number -/- Number of Tracts / Lots Created within the Proposed Subdivision: 02 ➢ Property Current Land Use Designation: 1. Property's Current Zone District: -f k/ fz-/i2t) 2. Comprehensive Plan Map Designation: A'14-tn%. Proposed Utility Service: ➢ Proposed Water Source: w -LI I S ➢ Proposed Method of Sewage Disposal: -Li P ➢ Proposed Public Access VIA: Cou„fI Rol ➢ Easements: Utility: 140 l y Cro S� Ditch: -Nr D; ➢ Total Development Area (fill in the appropriate boxes below): (1) Residential ...................................... Units / Lots Size (Acres) Parking Provided Single -Family 2. yes Duplex lulti-Family Mobile Home ................................................ otal Floor Area ( q, ft.) Size (Acres) Parking Provided (2) Commercia[ (3) industrial (4) Public / Quasi -Public E(5) Open Space / Common Area Total ➢ Base Fee: Sketch Plan -$325.00; Prelim PI $675.00; ➢ Plat Review Fee (see attached fee schedule) Final Plat - $200 paid on 2 August 14. 2001 (reg & Diane Park Park Prnperry & Your I saris Content" Bed and Breakfast 1'13 County Rtr,ltt 1 I ' C zrhondalt, (-0 ti162 ; Lor -L A RE: Park Residence A -Rut11 ISDS System, I'1 County R,tad 11'. t_i.,-rleki County. CO SEJob No. ?1(#'C>.tlL 1JCalr l_rre c1� 111:tn�: Pursuant toCounty Regulations, this kir prcvides documentation utas the new ISDS systeat recently inStalied is in teneral ettmplianc:e with the permitted design. Sopris f nkrneering has performed site visits to measure, inspect. and document the :is hails conditions of tette constructed system. We have tnnrrfinaterl our stttart wti'tth tell . 4vricr and ctrtYll.aLll,1 1[611 ltttilt the sysicm. f he system was inspected prior to Backfilling and after all installations were completed. The as -built conditions and installation of the new ISDS components is in compliance with the permitted desire specifications for the system. The ,ss -hunt size and location of the new ISDS system is :ta delineated on the record Jr,twving. .:♦ 1tiCJtt gallon dual compartment septic tank 4t"1i euith !" ecu I+afilur :111,.1 .ttr r+1.luent ('111wr. Inspection ports were installed on the ends of the trenches. The absorption field was .:constructed as delineated stn the silt. plant. rhe tour 3' x rig' trenches were installed leve) ntrltzntk specified materials installed acc:ordr.n.g to design. 'the minimum sotback distances have been maintained. !tie septic tan .. dissrihutii pipe, and installation .ore in aecccordance with tiarlietd t.oun:. Regulations, the design presettted iu rhe 5ttpn, Ler tracccriug f upi in dated June 12, '0 (11 .utd the design drawing~. dalcd June 18. 21101. If Attu 17av' ttestiart.w t_'r bred C1/4: t?unty tt� additional tnf xrnlattt+ 1. please call. • Sui:e 1 • CCi ti rica IJ*.r Y, ir: .'�. • 1 171:) ilt-�� l•1 yrl1 . 1-0313 SOPRIS ENCINFFRINe • lie • • INDIVIDUAL SEWAGE UIyPOSAL PERMIT N' 18 ()rarer —Bans A. 2'1 Strsiern LOellmn bee. 14, IIS, t,UCanstd Instant/I fs The doer nor construes I Weft or wr well — E (, f / r ' C,snd.t.4,•.04 C..,••,.,ua.t.v,. •Mwravi 'a nestle granted Fri' a :.rL.. {,.?___ ganan li Sem ,C Tank 0, -- API' otiose frrarr+i«r.r .,.,a Absorption arra Ior disponi! 10e0 computed s1, follows Parc rate as aro ouch .n _- j _7 minuets tsgurtrs . minimum at -. .Q ` T sy 1 f mf /bsorphvn arra Oar bedroom Thorofare 111• ode of bedrewrres -< ■ el. 10. 51 mrn,murn lequ.nt • a Intal of .2.q,2" h o1 ebaa'pthr,,n arra fray o .siceell sec., PI f Or r r t- 2. 0 r: T i.r , it W 2 .+e I C± , "n c ' ' / ../...3 ec _ /Z X ZO X 3rc./eep FINAL- APPROVAL (4 SY$T M i' No s1,!AIR 5* gaemM.1 rr, rtr .n r,..rncfl,lr, r.tn *Pet $(.+vents IS•r,+••.r c res. o.o.1 tna easambWO Iyrrtm r0. q1.0r0v00 Urror to Co1,e0 lfeq 1ny 0011 -0- ->.- SKIM' T11 ri arcres rc. .015045;t o l and <Tanning wrthrn 12 of wound surface or aerated access hili it above ground 1 um tare e21/1._—__ Props. mirw, d assernbry v.L.:a...__., Tragi namr %l. -*1 r rwh4 :» ,..,1ra t.vetmrnta.rMP,A0e do 0 0 •►^u %� �,r �j �'j I I e t: ail A0P Vier 11.110f MI t I.yr rl•k7rl%4I ar'er ` 2'.✓� "� +✓ t re //// 1 //1 ern f a I ( 1 i�.,N s0. • Cf e Mi.quatr Ctarnpliancr w,ln proms �,��tr /f^�r!•��tgw�r. mamis d Z;) ell. in 1F' a1i dr)'-' -- ._.•,•.�---..._. Ad) quatr F"Se^F,1larsr:.e w�tn C'r:ur.ty rnrl SI sea te1R,r•rp•,rt•!•. 0I he+ pits _:.: «CONOITtiNS 1 Alt lealseeteon mt,r.t CDmpry vine elf regnlrvtrrsmta 011h1 Colersdo Sale Obeid 05 Hanish Inolv.aurt inwrge Deposal Sy.tenA Ghe ler 21 Article 10 C A Y 1973 Revived Ia$4 2 Ther sennet 11 ynatd only rot COtsraactttln 50 sin eili fill which reeve ',Xs, camper(' wren C urriv aiming end tholOirg Aqurrerernte C•cmnSCIron la or use atm any dwenrnq or attucb.u0s not approve° by Me 13uading and Zoning dlfce Wail eubr tatleary in 1 wortation o1 a rrquI,smrnl br lire mend e;+A cause rot Orth 401 notion alio revocapart ell Rin peruse J Ami person arho aansa ucta, alto's. or barons an Inrit`adual lwwrye d,earosa, %yrlwrn on monism Moth Involves • anemone end rnelsrla1 tmsf1a11on !rr]m its trmra or 'peel Mali :Int contain/Hy 1n Ir. t en wink, n1 w+•+., er.n.w rtl • C Vee o. Mo. eke..... 05440 00 rt:.w ... n .,,. W.I.:. n, le... :.. e•Se, IroOpclof PE1A;fr 411 1,4 RECEIPT RECORDS AT r RUCTION SIT apptle.ws rt tgb,•mrrtt ♦tmw 0.:001, Pi e ne Small Community Wastewater Issues Explained to the Public MAINTAINING YOUR SEPTIC SYSTEMA - A GUIDE FOR HOMEOWNERS ut of sight and out of mind -- does this describe your relationship with your septic system? If you ire like most homeowners. you probably never vtvr, lush thought to what happens to what -toes down your drain. But if you rely on a .ept:c system to treat and dispose of your household wastewater. what you don't know can hurt you. Proper operation and maintenance of your septic system can have a sigruttcant impact on :tow well it works and how king it lasts, and in most coin-mu:tit:es, septic system maintenance: k the responsibility of the homeowner. ner. Why Maintain Your System? There art three main reasorb why septic system maintenance is so important. Pic first reason :s money, Fading septic ,V.iL—ms are :\pensive to repair or replace, :rid poor maintenance is a common mow. of ear ,' system fat ores. The rtcnimal nnunun Ul pteverllauve maintenance ma septic systems require Costs very little in companson For examp:e.:1 typically costs frcrrrt 53,000 to S { 0,000 to replace :1 failing septic system with a new one, co:npared to approximately $50 to $150 to h.lva •1 c.•r.tir c.rctarn ir.crs.ceoat, and S 150 to $250 to have it pumped. 'The second and most important reason w maintain your system is to protect the health of your family. your community, :tad the environment. Mien septic systems fail. inadequately treated household wastewater is released Into the rnvirnn- tnent. Any contact with untreated human waste can lose signticant health risks, and untreated wastewater (rum failing septic systems can contaminate nearby wells, eroundwater, and drtnkine w•otur r.nurcc�. Chemicals improperly released through a septic system a:so can pollute local water sources and can Contrinute to system failures. For this reason .t is important tut homeowners to educate themselves about what shuu!cl and should not be disposed of through a septic system Finally, the third reason to rniintain your septic ;system is r(1 protc::t the econam:c health of your community. Failed septic systems can LJuJG properly values to decline Sometimes per u_ts be issued or real estate sales can be delayed for these properties unci: systems are repaired i-ir replaced. Also. failed septic systems can contribute to the pollution of local rivers. lakes, and shorelines that your community uses for commercial or rrCrrttianal activities. SEPTIC S-YSTEiVi QUIZ Can you answer the icikrnnnq questions? - Wtmr a Is your septic tank locatet. r (see page 5) • How often should you. have your septic system inspected? ;see page 4) • Does It help to acid yeast to yo..r system? ;see pane 4) • Do you know the last time your septic tank was pumped? (see page t ) • How do household cleaners affect your system? (see page 6) • How can you tell if your septic system ;has kis failed? (see page 2) Even if you think you know tho answers to alt of these questions, you can probably learn something new about septic system matntenan -e m this ISSUe of Pipelina. For a quick reference, see the list of ties and don'ts tlir septic system owners on page 5 Why Many Systems Fall Improper siting. ninSt.vcuoa. or ilesig0 often contribute to septic syacin failures. But if your septic system was been properly designed, consru:ted. and inst:il'rd. ihr.n v:w Ire :n,;.1 I NMI threat to r;;c ccv)ih :rna longevity ofyourseptic system. Fortu- narey, :t is easy to ;earn how to proper?y operate and maintain a septic system. t•tua isms:: of 1'1/rtlem' rut u les U3 educating aoineowners about proper septic system operation and maintenance. Some of the tAipics include groundwater pollution, SySte:n inspections. and the use Carl;icu icn;lag,? IS--YOUlt SEPTIC SYSTEM FAILING Septic system owners should be alert to the following waming signs of a failing system: • Slowly draining sinks and toilets • Gurgling sounds in the plumbing •Plumbing backups • Sewage odors in the house or yard • Ground wet or mushy underfoot • Grass growing faster and greener in one particular area of the yard • Tests showing the presence of bacteria in well water None of these waming signs can be considered a sure indication that a system has failed, but the appearance of one or more of them should prompt homeowners to have their systems inspected. Septic system failures also can occur without any of these warning signals. For this reason, yearly inspection of your septic system is recommended and even required by some communities. For more information about septic system inspections, see the article beginning on page 6. EPTIG. SYSTEMS - Groundwater Pollution Preventing groundwater pollution from failing septic systems should be a priority for every community. Contamination of the groundwater source can lead to the pollution of local wells, streams, lakes, and ponds—exposing family, friends, and neighbors to waterborne diseases and other serious health risks. When a septic system fails, inadequately treated domestic waste can reach the groundwater. Bacteria and viruses from human waste can cause dysentery, hepatitis, and typhoid fever. Many serious outbreaks of these diseases have been caused by contaminated drinking water. Nitrate and phosphate, also found in domestic wastewater, can cause excessive algae growth in lakes and streams called algae blooms. These blooms cause aesthetic problems and impair other aquatic life. Nitrate is also the cause of methemoglobinemia, or blue baby syndrome, a condition that prevents the normal uptake of oxygen in the blood of young babies. In addition, hazardous household chemicals like paints, varnishes, waste oils, and pesticides pollute the ground- water and should never be disposed of through a septic system. They can also kill the microorganisms in the system that break down the waste. See the list of dos and don'ts for septic system owners on page 5 for more about what should and should not be disposed of in a septic tank system. tit 1 Maintaining your septic system— a guide for homeowners 1 Septic system quiz 2 Is your septic system failing? 2 Groundwater pollution 3 How to maintain your r septic system 4 Dol need to add anything to my septic system? 4 What type of toilet paper is best for septic tanks? 5 Septic system do's and don'ts 6 Pumping and inspecting your system -what to expect 6 How do household cleaners and detergents affect my system? 7 What some communities are doing 7 Contacts 8 Resources available from NSFC PIPELINE - Fall 1995; Vol. 6, No. 4 FREE POSTER! A new poster titled, `Groundwater Protection Begins at Home," is available free from the National Drinking Water Clearinghouse (NDWC). The poster lists sources of hazardous waste in the home and includes guidelines for their safe - disposal in an easy -to -read format. The importance of groundwater pollution prevention is also exp a.ned. The poster is a great reference source for every home with a septic system. To order "Groundwater Protection Begins at Home,' call the NDWC at (800) 624-8301, and orcer Item #DWBLPF40. A shipping and handling charge will apply. 411 GrDunGwater Puatacticn.. MAINTAINING YOUR SEPTIC SYSTEM -A GUIDE FOR HOMEOWNERS Co^tinued from page 1 of additives and cleaners. The issue also includes a handy reference list of important septic system do's and don'ts for homeowners. You are encouraged to share, copy, or distribute any infomation in Pipeline with others in your community. The articles can he reprinted in local newspapers or included in flyers, newsletters, and educational presentations. We ask only that you send us a copy of the reprinted article for our files. Ifyou have anv questions or require further information about anv of the topics in this newsletter, please contact the National Small Flows Clearinghouse at (800) 624-8301. National Small Flows Clearinghouse 1-800-624-8301 Q&A Do I need to add anything to my septic system to keep it working properly? While many products on the market claim to help septic systems work better, the truth is there is no magic potion to cure an ailing system. in fact, most engineers and sanitation professionals believe that commercial septic system additives are, at best, useless, and at worst, potentially harmful to a system. There are two types of septic system additives: biological (like bacteria, enzymes, and yeast) and chemical. Most biological additives are harmless. but some chemical additives can potentially harm the soil in the drainfield and contaminate the groundwater. While there hasn't been extensive study on the effectiveness of these products, the general consensus among septic system experts is that septic system additives are unnecessary. di What type of toilet paper is best for septic tanks? Contrary to popular belief, it is not necessary to sacrifice personal comfort to protect your septic tank. There are many types of toilet paper on the market that are perfectly safe for septic systems. According to the National Sanitation Foundation (NSF), a nonprofit organiza- tion that tests products relating to health and the environment, the thickness and color of toilet tissue does not necessar- ily affect its biodearadahility. NSF subjects the toilet papers it certifies to rigorous testing, and the brands that pass carry the NSF mark stating that they are safe for use with septic systems. However, there probably are many brands without the NSF man< that are also safe. ti 4 HOW TO MAINTAIN YOUR SEPTIC SYSTEM Continued from page 3 of plastics, paper towels, tampons, disposable diapers, condoms, kitty litter, etc. The only things that should be flushed down the toilet are wastewater and toilet paper. (For a list of items, see "Do Not Flush " on page 5.) Avoid Hazardous Chemicals To avoid disrupting or permanently damaging your septic system, do not use it to dispose of hazardous household chemicals. Even small amounts of paints, varnishes, thinners, waste oil, photo- graphic solutions, pesticides, and other organic chemicals can destroy helpful bacteria and the biological diges- tion taking place within your system. These chemicals also pollute the groundwater. Some septic system additives that claim to help or clean your system also contain hazardous chemicals and should be avoided. (See the Q&.4 on septic system additives at left.) Household cleaners, such as bleach, disinfectants, and drain and toilet bowl cleaners should be used in moderation and only in accordance with product labels. Overuse of these products can harm your system. It makes sense to try to keep all toxic and hazardous chemicals out of your septic tank system when possible. (For more about the use of household cleaners, refer to the article on page 6.) To help prevent groundwater pollution, he sure to diz.pose of leftover hazardous chemicals by tatting them to an approved hazardous waste collection center. For locations and more information. contact your local health department. Pump Your Tank Regularly Pumping your septic tank is probably the single most important thing you can do to protect your system. If the buildup of solids in the tank becomes too hien and solids move to the drainfield, this could clog and strain the system to the point where a new drainfield will be needed. diet Cams i A toilet dam (above left) or a rock filled milk container (above right) can reduce the amount of water flowing out of the toilet by up to 25 percent. (Reproduced with permission from Massachusetts Cooperanve Extension) Water use around the home Laundry & Dishes 20% Drinking & Cooking 5% Toilets 45% Bathing 30% Inspect Your System Annually Inspecting your septic system annually is a good way to monitor your system's health. Inspections can reveal problems before they become serious, and by checking the levels of sludge and scum in your tank, you can get a more accurate idea of how often it should be pumped. For a more detailed discussion of septic system inspections and recommended pumping frequencies and procedures, read the article "Pumping and Inspecting Your Svstem— J47zat To Expect" on page 6. Protect Your System Finally, it is important to protect your septic system from potential damage. Don't plant anything but grass near your septic system—roots from shrubs and trees can cause damage—and don't allow anyone to drive or operate heavy machinery over any part of the system. Also, don't build anything over the drainfield. Grass is the most appropriate cover for the drainfield. 4 PIPELINE - Fall 1995; Vol. 6, No. 4 National Small Flows Cleannghouse 1-800-624-8301 How do household cleaners and detergents affect my system? When used as recommended by the manufacturer, most household cleaning products will not adversely affect the operation of your septic tank. Drain cleaners are an exception, however, and only a small amount of these products can kill the bacteria and temporarily disrupt the operation of the tank. If you are concerned about the effect of cleaning products on your septic system and the environment, there are some safe alternatives. Penn State University has developed a fact sheet listing alternative cleansers and their uses. The fact sheet is included in the septic system information packet for homeowners, described on page 8. spections from the State Regulations Septic system inspection regulations vary from one state to the next. Do you know what the laws are in your state? A new report from the National Small Flows Clearinghouse (NSFC) provides this information in a single 128 -page document, 'Inspections from the State Regulations." It is a compilation of regulations for septic system inspections from the 23 states that have them on the books. This report includes a complete list of state regulatory contacts and references for all 50 states. The cost is $11.35. To order, call NSFC at (800) 624-8301 and request Item #WWPCRG40. 4 PIPELINE - Fall 1995; Vol. 6, No. 4 • Pumping and Inspecting Your System -What To Expect Annual inspections of your septic system are recommended to ensure that it is working properly and to determine when the septic tank should be pumped. By inspecting and pumping your system regularly, you can prevent the high cost of septic system failure. Inspecting Your System Although a relatively simple inspection can determine whether or not your septic tank needs to be pumped, you should consider calling your local health department or hi.ng a professional conn -actor. A professional can do a thorough inspection of the entire system and check for cracked pipes and the condition of the tees or bathes and other parts of the system. A thorough septic system inspection will include the following steps: 1. Locating the system -Even a profes- sional may have trouble locating your system if the access to your tank is buried. One w ay to start looking is to go in your basement and determine the direction the sewer pipe goes out through the wall. Then start probing the soil with a thin metal rod 10 to 15 feet from the founda- tion. Once your system is found, be sure to keep a map of it on hand to save time on future service visits. 2. Uncovering the manhole and inspection ports -This may entail some digging in your yard. If they are buried, try to make access to the ports easier for future inspections. Install risers (elevate.: access covers) if necessary. 3. Rushing the toilets -This is done to determine if the plumbing going to the system is working correctly. 4. Measuring the Scum and Sludge Layers - There are two frequently used methods for measuring the sludge and scum layers inside your tank. The contractor may use a hollow clear plastic tube that is pushed through the different layers to the bottom of the tank. When brought back up, the tube retains a sample showing a cross section of the inside of the tank. The layers can also be measured using a long stick. To measure the scum layer using a stick, a three-inch piece of wood is attached across the end of the stick to form a "foot," and the stick is pushed down through the scum to the liquid layer. When the stick is moved up, the foot meets resistance on the bottom of the scum layer, and the contractor marks the stick at the top of the layer to measure the total thickness. As a general guideline, if the scum layer is within three inches of the bottom of the inlet baffle, the tank should be pumped. The sludge layer is measured by wrapping cloth around the bottom of the stick and lowering it to the bottom of the tank. This should be done either through a hole in the scum layer or through the bathe or tee. if possible, to avoid getting scum on the cloth. The sludge depth can be estimated by the lend h -of sludge sticking to the cloth. If the sludge depth is equal to one third or more of the liquid depth, the tank should be pumped. 5. Checking the Tank and the Drai d--Tbe contractor will check the condition of the baffles or tees, the walls of the tank for cracks, and the draintield for any signs of • failure. If your system includes a distribu- tion box, drop box, or pump, the contrac- tor will check these too. Tank size (gals.) Household size (number of people) 1 2 3 4 5 6 500 750 900 1000 1250 1500 1750 2000 2250 2500 5.8 9.1 11.0 12.4 15.6 18.9 22.1 25.4 28.6 31.9 2.6 4.2 5.2 5.9 7.5 9.1 10.7 12.4 14.0 15.6 1.5 2.6 3.3 3.7 4.8 5.9 6.9 8.0 9.1 10.2 1.0 1.8 2.3 2.6 3.4 4.2 5.0 5.9 6.7 7.5 0.7 1.3 1.7 2.0 2.6 3.3 3.9 4.5 5.2 5.9 0.4 1.0 1.3 1.5 2.0 2.6 3.1 3.7 4.2 4.8 Estimated septic tank pumping frequencies in years. i7rese figures assume there' is rrc garbage disposal unit in use. (Source: Pennsylvania State University Cooperative Extension Service) When To Pump How often your tank needs to be pumped depends on the tank size, the number of people living in your home, and the habits of your particular house - Continued on next page National Small Flows Clearinghouse 1-800-624-8301 • RESOURCES AVAILABLE FROM NSFC To order any of the following products, call the National Small Flows Clearinghouse (NSFC) at (800) 624-8301, or write to NSFC, West Virginia University, P.O. Box 6064. Morgantown. WV 26506-6064. Be sure to request each item by title and item number .4 shipping and handling charge will apply. The Care and Feng of Your Septic Tank This 16 -minute NSFC videotape discusses the basic workings of a conventional septic system and its operation and maintenance. Steps are given that can prolong the life of septic systems, and the idea of centralized septic system management is discussed. The price is $20.00. Item # W W VTPE I BNideo. New NSFC Slide to Products and Services The "National Small Flows Clearing- house's (NSFC) 1995 Guide to Products and Services" will be available soon. The updated guide contains complete descriptions of the NSFC's nearly 300 products that range from educational videos and brochures to technical design manuals and case studies of small com- munity and onsite wastewater treatment systems. More than 50 new products are included. However, the new guide will only be mailed to those NSFC customers who have placed product orders in the past year. It will also be available upon request. Please call the NSFC at (800) 624-8301 to reserve your copy. Septic System kdormation Packet for Han®Onners This information packet includes a variety of resources that no septic system owner should be without. The packet includes brochures, articles, and other materials on septic system design and the proper care and feeding of a septic system. The price is 55.20. Item YWWPCPE28. Septic Systems and 6romdwater Protection — A Program Manager's Glide and Reference Book Designed to provide information to officials responsible for developing state or local septic system management codes, this nontechnical photocopied book provides ideas, alternatives, and real- world examples for implementing a management plan appropriate for your community. The price is $19.25. Item #FMBKMGO3. De More Wifb Score Poster A free poster from the U.S. Environmen- tal Protection Agency (EPA), "Do More with SCORE: Small Community Outreach and Education Helps Solve Wastewater Problems," explains how EPA's small community outreach program can help communities solve their wastewater treatment problems. It lists national and state government agencies, public interest and advocacy groups, educational institutions, small community outreach coordinators and environmental training centers for each state. and EPA's regional and SCORE coordinators in an attractive chart that is suitable for display. Single or multiple copies of the poster are available. Item #WWBLPE03. Shipping and handling charges still apply. PIP_ELINE:_' Pipeline is published quarterly by the National Small Flows Cleannghouse at West Virginia University, P.O. Box 6064, Morgantown, WV 26506-6064. Pipeline is sponsored by: U.S. Environmental Protection Agency Washington, D.C. Steve Hogye—Project Officer Municipal Succort Division Office of Wastewater Management National Small Flows Cleannghouse West Virginia University Morgantown WV Peter Casey—Program Coordinator Jill Ross—PubLcatit sSupervisor • Tricia Angoli—Special Technical Advisor Cathleen Fa'vev—Editor Enc Merrill—Graphic Designer Permission to quote bc- x reproduce articles in this publication i5 granted a en due acknowledgement is given. Please send a copy of the publication in which information was used to the Pipeline editor at the address above. lssv: loeaaots MEM s funded by the United States Environmental Protection Agency. The contents of this rrwsleaer do not necessarily reflect the views and potties of the Emironmenai Protection Agency, nor does the menton ("trade names or ca -medal moods constitute endorsement or recon•. -r' aan for use. Pnnted on recycled paper ForWastewater hiforttratfotr Call:the NSFC at 1.800-624-8301:: o?►`�N National Small Flows Clearinghouse A-k7A. West Virginia University lFJ�. J�• P.O. Box 6064 �41ygN� Morgantown, WV 26506-6064 Nonprofit Organization U.S. Postage Paid Permit No. 34 Morgantown, IW ;;qY-25-2001 1 �P GEOTECH • HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I PERCOLATION TEST RESULTS P.06/06 JOB NO. 101 263 HOLE NO. HOILE DEPTH INCHES) ji LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P-1 r { 36 15 6 5 1 60 5 4'h A 4 A 4 % A 4 1/4 3 Y4 A 32/4 3 1/2 '/4 3 '/2 3'/4 1/4 3'/. 3 1/4 P-2 24 15 7 6 '/4 314 60 6 A 6 '/4 6 5 A A 5 'A 5 A 5 43/4 'k 4 % 4'A 'A 4 A 4 A '/4 P-3 27 15 8% 7Y2 1'/4 26 7 Y2 6 1/4 2/4 6 Y4 6 2/4 6 5 A % 5 Y 4 '/. h 4 '/4 4 Y. '/_ 4 1/4 3 '/2 2/4 Note: Perco atitest holes were hand dug in the bottom of backhoe pits and soaked on May 17, 2901 Percolation tests were conducted on May 18, 2001. The average percolation rates re based on the last three readings of each test. TOTAL P.a6 LIAY-2572001 14:04 P GEOTECH teCh May 25 2001 Hepworth-Pawlak Geotechnical. Inc. 5020 County Road 154 Glenwood Springs. Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgentech.com Greg Park 1213 County Road 112 Carbondale, Colorado 81623 Job No. 101 263 Subject. Percolation Testing, Proposed Septic Disposal System, 1213 County Road 112, Carbondale, Colorado. Dear Mi. Park: As reg percol� dispos propo 10126 r1 sted, a representative of Hepworth-Pawlak Geotechnical, Inc. conducted on testing at the subject site to evaluate the feasibility of an infiltration septic system. We previously observed a pit excavation for foundation design of the residence and presented our findings in a letter dated April 11, 2001, Job No. P.02/06 A prof pit and three shallow backhoe pits were excavated at the locations shown on Fig.', 1. Percolation test holes were hand dug in the bottom of the backhoe pits. The test holes w re soaked one day prior to testing. The soils exposed in the percolation holes are s u i ar to those exposed in the Profile Pit, as shown on Fig. 2, and consist of about 1 foot , topsoil overlying relatively dense, sandy silt and basalt fragments to the profile pit c epII of 61/2 feet. Refusal to digging with the backhoe was encountered in the pit. Grounater was not observed in the Profile Pit and the soils were slightly moist. Perc of on tests were performed on May 18, 2001 by a representative of Hepworth- Pawlak eotechnical, Inc. The percolation test results are presented on Table L The percola ' on test results indicate an infiltration rate of between 26 and 60 minutes per in w s an average of 49 minutes per inch. Based on the subsurface conditions obsery and the percolation test results, the tested area should be suitable for a conven oral infiltration septic disposal system. MAY -25-2001 14 01 P GEOTECH • Greg Park May 25, k2001 Page 2 If there •� e any questions or if we may be of further assistance, please let us know. Sincere' , HEPW •,' Jordy Z. Adams o i , Rev. by SLP JZA/ks attachm is cc: ' •pris Engineering - Attn: Paul Rutledge P. 03/06 H -P GEOTECH MAY -25-2001 14:0 GEOTECH P.04/06 \) PPROXIMATE SCALE: 1'=40' LEGEND: PROFILEj'IT EXCAVATED FOR TNI. STUDY. \ PROFILE PIT BUILDING . ide-- SETBACK \ ❑ PIT EXCl/VATED FOR PREVIOUS STUDY, I ATED APRIL 11. 2001. - P-3 A P-2 A P-1 PROPOSED RESIDENCE ❑PIT 1 i PROPOSED GARAGE PROPERTY BOUNDARY 101 263 hi EF WORTH-PAWLAK pEVECHNICAL, INC_ LOCATION OF EXPLORATORY PITS AND PERCOLATION TEST HOLES Fig. 1 MAY -25-2001 14:05 Depth — Fee 5 10 LEGEND: 40-1-P IIOTECH P.05/06 PROFILE PIT TOPSOIL; s4dy silty clay, slightly organic, firm, slightly moist, brown. SANDY '3LLT1AND BASALT FRAGMENTS (ML -GM); boulders up to 2 feet In slightly rnoi light gray to white, highly calcareous. Disturbed b TPractical re NOTES: 1. The exploratory 1 2. Location of *e site plan provide 3. Elevation of he 4. The exploratory method used. 5. The lines betwee between mated 6. No free water w occur with t'me. 101 263 Ik sample. usal to digging. 0 5 10 size, hard/dense, t was excavated on May 17, 7001 with a backhoe. xploratory pit was measured approximately by pacing from features shown on the xplaratory pit was not measured and log of exploratory pit is drawn to depth. it Location should be considered accurate only to the degree Implied by the materials shown an the exploratory pit log represent the approximate boundaries types and transitions may be gradual. s encountered in the pit at the time of excavating. Fluctuations in water level may E ' WORTH-PAWLAK E ►TECHNICAL, INC. LOG OF PROFILE PIT i s n m 0 Fig. 2 • • July 7, 2003 Greg Park 1213 County Road 112 Carbondale, CO 81611 ATTN : Greg On June 19, 2003, a well test was conducted on the Field Well for Lot 113 at 1213 County Road 112. The following intimation was obtained; Well Depth----------_— - ----------192' 0" Casing x Standing water level------ — --------146' -- l .5" Total test time---------__.--_--___,____4'lours Drawdown to --------------------147' 3 5" Production is --- ----13 GPM This test was conducted with existing pump. The well recovered back to 147' - 1.25" in 90 Minutes If you have any questions please call me, Raun Samuelson at 970-945-6309, Sincerely; Raun F. Samuelson Samuelson Pump Co. P.O. Box 297 • Glenwood Springs, CO 81602 • (970) 945-4309 • Fax (970) 947-9448 Water Systems • Sales, Service & Installation July 7. 2003 Greg Park 1213 County Road 112 Carbondale, CO 81623 ATTN. Greg • On June 19, 2003, a well test was conducted on the House Well for Lot IA at 1213 County Road 112. The following information was obtained, Well Depth 395' - 0" Casing Size- -— - 7 x 5 Standing water level----- ---------- ____--__256' 6.25" Total teat time -____________________k_.... 4 Hours Drawdown to - 7.5" Production is _ 16.66 GPM This test was conducted with existing pump. The well recovered back to 300' - 1.5" in 60 .Minutes. if you have any questions please call me, Raun Samuelson at 970-945-6309. Sincerely, 'w 3 Raun E Samuelson Samuelson Pump Co. P,O. Box 297 • Glenwood Springs, CO 81602 • (970) 9456309 • Fax (970) 9479448 Water Systems • Sales, Service & installation y'7° Xcb > -. 1 _ =� ` _J d ) 4 11 \'i ,ele'J ri 3 ' 1' 27 a I.• ,4 aspen-" tm Area, Colorado 73 construct on. The grave and cobbles in disturbed areas should be. removed it the site is landscaped, particularly in areas used for fawns. Areas adjacent to hihsides are occasionally affected by runoff, which may be sccomparled by the movemert of rock debris. t+opulntion growth hoc resulted in incroaced ccnstrUCton of homes in areas of this unit. This reap unit is in capability subclass Vile, r,4nirrigatee. The Tridell soil is in the Pinyon -Juniper woodland site, and the Brownsto soil is in the Stony Foothills ,tinge site. t07—Uracca, moist -Merge! complex, 1 to 6 percent slopes, extremely stony. This map unit is on alluvial tans, bens.hes, and valley side slopes. Elevation is 6,800 to 8,400 feet. The average annual precipitation is 16 to 10 inches, the average annual air temperature is 44 to 43 degrcoo F, and the average front froc poriod io 75 to 95 days, This unit is about 50 percent Uracca soil and 40 percent tvlergel soil. Included in this unit are small areas of soils that are similar to the Uracca and Mergel soils but have a thicker surface layer and a lower content of coarse fragments. Included areas make up about 10 percent of the total acreage. The Uracca soil is deep and well drained. It formed in alluvium derived dominantly from mixed igneous and metamorphic material. About 3 to 15 percent of the surface is covered with boulders, stones, cobbles, and gravel, Typically, the surface layer is brown cobbly sandy loam about 3 inches thick. The upper 5 inches of the subsoil is cobbly sandy loam. The lower 7 inches is very cobbly sandy clay loam. The substratum to a depth of 60 inches or more is extremely cobbly loamy sand. The conterrt ui 4vdtbc ItdyrrrCrils tdwryab hurry 35 lu 85 percent, by volume, in a major part of the surface layer and subsoil. Permeability is moderately rapid in the Uracca soil. Available water capacity is low. The effective rooting depth is 60 inches or more. plunoff is slow, and the hazard of wdler ergsfun Is slight. The Mergel soil is deep and well drained. It formed in glacial outwash. About 3 to 30 percent of the surface is covered with boulders, stones, cobbles, and gravel. TYPlcally, the surface layer is grayish brown cobbly loam about 8 inches thick. The upper 12 inches of the tubatrdtual is very cobbly sandy foam. The lower pan to a depth of 60 inches is extremely stony sandy loam. The content of coarse fragments ranges from 35 to 80 Percent, by volume. Permeability is moderate in the Mergel soil. Available water capacity Is low. The effective rooting depth is 60 inches or more. Runoff is slow, and the hazard of water erosion is sight. This unit is used mainly for irrigated hay and pasture. it also is used for homesite development or rock quarrying. If thic unit is used for hay and pacturo, the main limitation is the low available water capacity. Frequent irrigation is needed. Applications of nitrogen and phosphorus fertilizer improve the growth of forage plants. Proper stocking rates, pasture rotation. and restricted grazing during wet periods help to keep the pacturo in good condition and protcot the coil from erosion. Irrigation water can be applied by corrugation, sprinkler, and flooding methods. Pipe, ditch lining, or drop structures in irrigation ditches facilitate irrigation and reduce the hazard of ditch erosion. If properly managed, the unit can produce 4 tons of irrigated grass hay per acre annually. If this unit is used for hornesite development, the main limitations are the Targe stones and boulders on and below the surface. Population growth has resulted in increased construction of homes in areas of this unit. Preserving the existing plant cover during construction helps to control erosion. The grarol and cobbles in disturbed areas should be removed if the site is landscaped, particularly in areas used tor lawns. The effluent from septic tank absorption fields can surface in downslope areas and thus create a health hazard. 0 the density of housing is moderate or high, community sewage systems arc needed to prevent the contamination of water supplies resulting from seepage from onsite sewage disposal systems. Areas adjacent to hillsides are occasionally affected by runoff, which may be accompanied by the movement of rock debris. This map unit is in capability subclass Vls, irrigated and twrrirriyated. It is ire the 31Urry Loam ranye Site. 108—Uracca, molst-Mergel complex, 6 to 12 percent slopes, extremely stony. This map unit is on alluvial fans and valley side slopes. Elevation is 6,800 to 8,400 feet. The average annual precipitation is 16 to 19 inches, lite average annual air temperature is 40 to 43 degrees F, and the average frost -free period is 75 to 95 days. This unit is about 50 percent Uracca soil and 40 percent Mergel soil. Included in this unit are small areas of soils that are slmtlar to the Uracca and Mergel soils but nave a thicker surface layer and a lower content of coarse fragments. Included areas make up about 10 percent of the total acreage. The Uracca soil is deep and well drained. It formed in alluvium derived dominantly from mixed igneous and 72 The Rock outcrop consists mainly of barren sandstone, shale, and basalt. This unit is used as wildlife habitat. The native vPo3tation is grasses, forbe, pinyon. and Utah juniper. This unit is poorly suited to homesite development. The main limitations are the slope, the depth to bedrock, and large stones. This map unit is in capability class VIII, No range site is assigned. 106---Tridelf-Brownsto stony sandy loams, 12 to 50 percent slopes, extremely stony. This map unit is on terraces and mountainsides. Elevation is 6,400 to 7,700 feet. The average annual precipitation is 12 to 14 inches, the average annual air temperature is 42 to 44 degrooc F, ;and the avorago frost -free pet ioU is &i to 105 days. This unit is about 45 percent Tridell soil and 35 percent Brownsto soil. About 5 to 10 percent of the surface is covered with stones. Included in this unit are small areas of Forelle and Evanston ooite in the lea* elvpiny 4Ipd1Cn1 iii t~dS. AISO included are small areas of basalt Rock outcrop and soils that are similar to the Tridell soil but have Tess gravel and fewer stones. Included areas make up about 20 percent of the total acreage. The Tridell soil is deep and somewhat excessively dreinod. It formed in alluviuiii errd colluvium derived dominantly from sandstone and basalt. Typically, the upper part of the surface layer is grayish brown stony sandy loam about 2 inches thick. The lower part is grayish brown very cobbly fine sandy loam about 7 inches thick. The upper 5 inches of the substratum is very cobbly fine sctiody luau'. The next pan Is Cotlbly sandy loam about 11 inches thick. Below this is 12 inches of very stony fine sandy loam. The lower part of the substratum to a depth of 60 inches is very stony loamy sand. Hard basalt is commonly below a depth of about 60 inches. The soil is calcareous throughout. A thin layer of pallidity decomposed needles, twigs, and leaves is on the surface in many places. Permeability is moderately rapid in the Tridell sol. Available water capacity is low. The effective rooting depth is 60 inches or more, Runoff is rapid, and the hazard of water erosion is moderate, The Drvwr,atu avis is weep ano w.veti orarned. It torrned in alluvium derived dominantly from coarse textured, calcareous sandstone and basalt. Typically. the upper part of the surface layer is light brownish gray stony sandy loam about 4 inches thick. The lower part is light brownish gray stony sandy loam about 7 inches thick. Thi, uppor 10 inch of tics bubstratum 's very gravelly sandy loam. The next 12 inches is very gravelly loamy sand, The lower part to a depth of 60 inches rs graveily Soil Survey sandy loam. A thin layer of partially decomposed needles, twigs, and leaves is on the surface in many places. r ermeability is 111oUerate to the brownsto soil. Available water capacity is low. The effective rooting depth is 60 inches or more. Runoff is rapid, and the hazard of water erosion is moderate. This unit is used mainly for livestock grazing Or wildlife habitat. It also is used for limited homesite Ucvatupinerit, for GnrIStmas trees, or as a source of firewood and posts. The potential plant community on the Tridell soil is mainly pinyon pine and Utah juniper with an understory of bluebunch wheatgrass, Indian ricegrass, Wyoming big sagebrush, and muttongrass. Other plants that characterize m is site are bottlebrush squirreltail, antelope bitterbrush, and true mountainmahogany. The average annual production of air-dry vegetation is abotr 300 pounds per acre. The potential plant community on the Brownsto soil it mainly Wyoming big sagebrush, needleandthread. Inman rrcegrass, western wheatgrass, and scattered pinyon pine and Utah juniper. Other plants that characterize this site are bottlebrush squirreltail, antelope bitterbrush. and true mountainmahogany. The average annual production of native understory vegetation is about 600 pounds per acre, n the range condition deteriorates, Wyoming big sagebrush, cheatgrass. and annual weeds increase in abundance. Mechanical treatment is not practical because of the very stony surface and the slope. Suitable management practices include proper grazing use and a planned grazing system. The slope limits access by livestock. The Limited accessibility resu is in overgrazing of the less sloping areas. Selective thinning of the pinyon and juniper stands improves the qua,0y of the understory for grazing and provides firewood, pasts, and Christmas trees. The Tridell soil is suited to limited production of pinyon pine and Utah juniper. The average annual production is 5 cords per acre. The average stocking rate is 150 trees per acre. To ensure sustained yields and continued use, the kind of wood production should be considered before the stands are thinned or cleared. Special care is needed tominimize erosion kvhwn stands are thinned or cleared. Thinning the stands generally promotes the growth of understory grasses and young trees. Only the less sloping areas of this unit are suited to homesite development. The main limitations are the slope and the stoniness. Erosion is R ha7arrt in thr steeper areas. Only the part of the site that is usec for construction should be disturbed. Topsoil can be stockpiled and used to reclaim areas disturbed during May 20, 2003 • STEWART TITLE OF GLENWOOD SPRINGS, INC. 804 COLORADO AVENUE, 2ND FLOOR GLENWOOD SPRINGS, CO 81601 (970) 945-5434 FAX NO. - (970) 945-7081 ORDER NO. 03000732' RE: 1213 COUNTY ROAD 112 PARK/LAKE Thank you For using Stewart Title! In connection with the above Order Number, please find attached the following: TITLE COMMITMENT _X_ AMENDED COMMITMENT ENDORSEMENT Please direct all CLOSING questions to: AMY CARTWRIGHT Phone: 970-945-5434 e-mail: acartwri®stewart.com Please direct all TITLE questions to: MIKE WOODWARD Phone: 970-945-5434 e-mail: mwoodwar®stewart.com Buyer: MICHAEL LAKE VIA UPS OVERNIGHT Buyer's Agent: JEROME WHALEN ® MASON & MORSE VIA FAX 963-0879 & MAIL Seller: GREGG PARK AND DIANNE PARK VIA MAIL Seller's Agent: MARIANNE ACKERMAN ® THE PROPERTY SHOP VIA FAX 947-9335 & DELIVERY SCHEDULE B EXCEPTION DOCUMENTS HAVE BEEN SENT TO: MICHAEL & JEROME PLEASE READ CAREFULLY 1. This is a Commitment to issue one or more policies of title insurance in our Standard Form when the requirements set forth in the Commitment have been satisfied. 2. Only the policies shown are committed to. If there are any changes in the transaction, order an endorsement from us. Stewart Title reserves the right to add and/or delete requirements and/or exceptions accordingly. 3. The date on this Commitment is important. NOTHING after that date has been considered by us. 4. This commitment is good for 6 months only. Extensions should be ordered from us if they are needed. • • STEWART TITLE GUARANTY COMPANY Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm -Leach -Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Stewart Title Guaranty Company. We may collect nonpublic personal information about you from the following sources: -- Information we receive from you, such as on applications or other forms. -- Information about your transactions we secure from our files, or from our affiliates or others. -- Information we receive from a consumer reporting agency. -- Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: -- Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. -- Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. File No. 03000732 Stewart Title of Glenwood Springs, Inc. Privacy Polley Notice (Page 1) Rev. 07/2001 (YPPN1) SCHEDULE A Order Number: 0.3000732 1. Effective date: May 01, 2001 a t 8:00 A. M. 2. Policy or Policies to be issued: (a) A.L.T.A. Owner's (Extended) Proposed Insured: MI CHAEL.LAKE (b) A.L.T.A. Loan Proposed Insured: (c) Leasehold Proposed Insured: Amount of Insurance $ 325,000.00 $ 3. The estate or interest in the land described or referred to in this Commitment and covered herein is fee simple 4. Title to the fee simple estate or interest in said land is at the effective date hereof vested in: GREG PARK AND DIANNE PARK 5. The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRIPTION Purported Address: 1213 COUNTY ROAD 112 CARBONDALE, CO 81623 STATEMENT OF CHARGES These charges are due and payable before a Policy can be issued. REISSUE RATE APPLIED Owners Premium Tax Certificate Form 110.1 (DEL 1-4 0) $ 450.00 $ 20.00 $ 35.00 • SCHEDULE B • Section 1 Order Number: 03000732 REQUIREMENTS The following are the requirements to be complied with: Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Item (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to wit: 1. Execution of Affidavit as to Debts and Liens, which is attached or will be provided at closing. 2. A survey, meeting the minimum detail standards of the ALTA/ACSM, prepared by a registered Colorado surveyor, within the last six months, must be presented to Stewart Title Guaranty Company, for its approval prior to the deletion of any survey exceptions from the ALTA Loan Policy to be issued hereunder or the issuance of Form 100 on the ALTA Loan Policy, or in the event a previous Survey or I.L.C. has been presented to Stewart Title of Glenwood Springs, an Owners Affidavit is to be executed by the owner(s), in lieu of an Improvement Location Certificate and/or Survey. Stewart Title Guaranty reserves the right to take exception to any adverse matters as shown on said survey or make further inquiry or requirements relative thereto. Stewart Title Guaranty further reserves the right to exclude from Form 100 coverage any adverse matters it may deem necessary. NOTE: The survey is to show the legal description of the new parcel to be insured hereunder. 3. Partial Release by the Public Trustee of Garfield County releasing subject property from the lien of Deed of Trust from GREG PARK AND DIANNE PARK in favor of LIBERTY HOME LOANS, INC. securing $600,000.00, dated JANUARY 17, 2002, recorded JANUARY 24, 2002 in Book 1323 at Page 601 as Reception No. 596255. NOTE: The beneficial interest under said Deed of Trust was assigned of record to AURORA LOAN SERVICES, INC. by instrument recorded JANUARY 24, 2002, in Book 1323 at Page 614 as Reception No. 596256. 4. Partial Release by the Public Trustee of Garfield County releasing subject property from the lien of Deed of Trust from GREG PARK AND DIANNE PARK in favor of WELLS FARGO BANK, N.A. securing $100,000.00, dated AUGUST 19, 2002, recorded AUGUST 26, 2002 in Book 1380 at Page 551 as Reception No. 609524. 5. Deed from vested owner, vesting fee simple title in purchaser(s). NOTE: Stewart Title of Glenwood Springs reserves the right to add and/or delete requirements and/or exceptions upon disclosure of additional information relating to subject property. NOTE: Effective September 1, 1997, CRS 30-1-406 requires that all documents Continued on next page -1- d • • Continuation of Schedule B - Section 1 Order Number: 03000732 received ,for recording or filing in the Clerk and Recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one-half inch. The Clerk and Recorder may refuse to record or file any document that does not conform. -2- 4111 SCHEDULE B • Section 2 Order Number: 03000732 EXCEPTIONS The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1. Rights or claims of parties in possession, not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. d. Any lien. or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof, but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. 6. Unpatented mining claims; reservations or exceptions in patents, or an act authorizing the issuance thereof; water rights, claims or title to water. 7. Any and all unpaid taxes and assessments and any unredeemed tax sales. 8. The effect of inclusions in any general or specific water conservancy, fire protection, soil conservation or other district or inclusion in any water service or street improvement area. 9. Any adverse claim based upon the assertion that (a) some portion of the land forms the bed or bank of a navigable river, or lies below the mean high water mark thereof; (b) the boundary of the land has been affected by a change in the course or water level of a navigable river; (c) the land is subject to water rights, claims or title to water and to any law or governmental regulation pertaining to wetlands; (d) the public's rights to use the waters. 10. Right of way for ditches or canals constructed by the authority of the united States, as reserved in United States Patent recorded August 27,1917 in Book 112 at Page 482 as Reception No. 58469. 11. Matters disclosed in Deed recorded September 17, 1963, in Book 353 at Page 41 as Reception No. 222792, and any and all assignments of record, or otherwise, thereof, or interests therein. 12. Holy Cross Electric Association, Inc., Right of Way Easement recorded October 27, 1972 in Book 437 at Page 168 as Reception No. 255821. 13,1 Matters disclosed in Warranty Deed recorded February 13, 1974 in Book 455 at Page 565 as Reception No. 261809. 14. IcSatters disclosed in Deed recorded August 24, 1979 in Book 533 at Page 815 as eception No. 296887. Continued on next page • • Continuation of Schedule B - Section 2 Order Number: 03000732 15.;Matters disclosed in Deed recorded December 14, 1979 in Book 541 at Page 16 as \---_-_-_i/Reception No. 300263. 16 Resolution No. 78-121, recorded January 30, 1979 in Book 522 at Page 375 as Reception No. 291803. 17. Water Well Agreement recorded December 14, 1979 in Book 541 at Page 20 as Reception No. 300265. 18. Holy Cross Electric Association, Inc. Right of Way Easement recorded May 9, 1988 in Book 733 at Page 939 as Reception No. 391843. 19. Resolution No. 2002-20 recorded March 13, 2002 in Book 1336 at Page 995 as Reception No. 599001. 20. Holy Cross Energy Contract for Electric Service - (Individuals) recorded August 9, 2001 in Book 1275 at Page 912 as Reception No. 585909. 21. Matters disclosed on the Improvement Location Certificate dated December 26, 2001 by Surveyit. NOTE: Stewart Title of Glenwood Springs reserves the right to add and/or delete requirements and/or exceptions upon disclosure of additional information relating to subject property. • r DISCLOSURE Order No.: 03000732 To comply with the provisions of C.R.S. 10-11-123, the Company makes the following disclosure: (a) That there is recorded evidence that a mineral estate has been severed, leased or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and (b) That such mineral estate may include the right to enter and use the property without the surface owner's permission. Note: Fite No. 03000732 Stewart Title of Glenwood Springs, Inc. Disclosure Rev. 07/2001 (YDISCLOSE) • • DISCLOSURES Pursuant to C.R.S. 10-11-122, notice is hereby given that: (A) THE SUBJECT REAL PROPERTY MAY BE LOCATED IN A SPECIAL TAXING DISTRICT; (B) A CERTIFICATE OF TAXES DUE LISTING EACH TAXING JURISDICTION SHALL BE OBTAINED FROM THE COUNTY TREASURER OR THE COUNTY TREASURER'S AUTHORIZED AGENT; (C) INFORMATION REGARDING SPECIAL DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE OBTAINED FROM THE BOARD OF COUNTY COMMISSIONERS, THE COUNTY CLERK AND RECORDER, OR THE COUNTY ASSESSOR. Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed." Provided that Stewart Title of Glenwood Springs, Inc. conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lender's Title Policy when issued. Note: Affirmative Mechanic's Lien Protection for the Owner may be available (typically by deletion of Exception No. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: A. The land described in Schedule A of this commitment must be a single family residence, which includes a condominium or townhouse unit. B. No labor or materials have been furnished by mechanics or materialmen for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C. The Company must receive an appropriate affidavit indemnifying the Company against unfiled mechanic's and materialmen's liens. D. The company must receive payment of the appropriate premium. E. If there has been construction, improvements or major repairs undertaken on the property to be purchased, within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and/or the contractor; payment of the appropriate premium; fully executed Indemnity agreements satisfactory to the company; and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. NOTHING HEREIN CONTAINED WILL BE DEEMED TO OBLIGATE THE COMPANY TO PROVIDE ANY OF THE COVERAGES REFERRED TO HEREIN UNLESS 1'H1i ABOVE CONDITIONS ARE FULLY SATISFIED. Order No. 03000732 Disclosures (YSDD) Rev. 10/99 STEWART TITLE OF GLENWOOD SPRINGS, INC. Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm -Leach -Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Stewart Title of Glenwood Springs, Inc. We may collect nonpublic personal information about you from the following sources: -- Information we receive from you, such as on applications or other forms. -- Information about your transactions we secure from our files, or from our affiliates or others. -- Information we receive from a consumer reporting agency. Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: -- Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. -- Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. The No. 03000732 Slew rt The of Glenwood Springs, Inc. Privacy Policy Notice (Par 2) Rev. 07/2001 (YPPN2) RECEIVED JUL 1.:I_ NO3 GAr (¢.;,' BUILDING : PI .aNNING • I - Recorded at o'clock..l..J.__'�f.._ V- i ---r1"14. ., "; Reception No ! f Recorder. TIns DEED, Made this 15th day of February , 19 74, between JOHN G. O'BRIEN and MARY E. O'BRIEN, whose address is 2207 County Route 112, Carbondale, of the County ok Garfield and State of Colorado, of the first part, and MARGARET%'AUNi;ERS , whose address is 231 Encino Ave., San Antonio, Texas, FEE y x4Ex1i!itxxxxxxxxxxxxXQMPkR:oixxxx:txxxxxxxxarcdxStatnt:altsRolmmxtgf of the second part: WITNESSETII, That the said part ies of the first part, for and in consideration of the sum of Ten Dollars and other good and valuable considerations DOffs to the said part i es of the first part in hand paid by the said part y of the second part, tho receipt whereof is hereby confessed and acknowledged, have granted, bargained, sold and conveyed, and by these prerests do grant, bargain, sell, convey and confirm, unto the said party o! the second part, her heirs and assigns forever, all the following described lot or parcel of land, situate, lying and being in the County of Garfield and State of Colorado, to -wit: A parcel of land situated in the SE of Section 14, Township 7 South, Range 88 West of the Sixth Principal Meridian, lying westerly of the westerly right-of-way line of a County Road as constructed and in place, said parcel of land is de- scribed as follows: Beginning at a g� g point on the westerly right -off -way line of l said County Road whence the Section Corner common to Sections 13, 14, 23, and 24 in said Township and Range bears: S. 38°16'16" E. 763.07 feet; thence S. 89°54'08" W. 1574.03 feet; thence N. 53°02'11" W. 664.07 feet;thence N. 00°03'30" W. 575.55 feet; thence S. 81°18'27" E. 1037.90 feet;thence N. 59°10'17" E. 394.61 feet to a point on the westerly right-of-way line of said road; thence along the westerly right•-of-wey line of said road as follows: thence S. 22°43'44" E. 6.51 feet; 'thence S. 52°16'12" E. 117.88 feet; thence S. 26°45'10" E. 18].91 feet; thence S 38°44,'00" E. 368.27 feet; thence S. 56'28'33" E. 95.94 feet; thence S. 33°54'45' E. 108.14 feet; thence S. 27°18'12" E. 93.79 feet; thence S. 22°32'25" E. 154.91 feet; thence S. 36°37'34" E. 150.20 feet to the point of beginning, containing 35.00 acres, more or less. The above described parcel of land is subject to a 30 foot road easement situated I in the SZSE% of said Sec. 14, said road easement being 15 feet on each side of the following described centerline: Beginning at a point on the southerly line of the above described parcel of land whence the Section Corner common to Sections 13 14, 23 and 24 bears: S. 65°57'25" E. 1466.77 feet; thence along said centerline N. 37°22'42" W. 162.36 feet; thence 142.66 feet along the arc of a curve to the right, having a radius of 213.24 feet, the chord of which bears: N. 18°12'45" W. 140.02 feet; thence N. 00057'13" E. 54.28 feet; thence 138.44 feet along the arc of a curve to the right, having a radius of 99.78 feet, the chord of which bears: N. 40°42'08" E. 127.60 feet; thence N. 80°27'03" E. 64.10 feet; thence 98.85 feet along the arc of a curve to the right, having a radius of 195.21 feet, the chord of which bears: S. 85°02'32" E. 97.80 feet; thence S. 70°32'07" E. 407.82 feec; thence 59.18 feet along the arc of a curve to the left, having a radius of 146.43 feet, the chord of which bears: S. 82°06'49" E. 58.78 feet; thence N. E6°18'30" E. 164.50 feet to a point on the westerly right-of-way line of a county road as constructed and in place. l TOGETHER with all and singular the hercditamcnta and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title., interest, claim and demand whatsoever of the said part of the first part, either iu law or equity, of, in and to the above bargained premises, with the hcreditumenta and appurtenances. No. 463. WARRANTY DEED -For Photographic Rotated. -Drndto..f Publinhlna Co.. tate-re Steut Street, Denver. Colorado -.,.n F',f,; Cbb TO HAVE AND TO BOLD the said premises above bargained and described, with the appurtenances, unto the said part y of the second par., her heira and assigns forever. And the said parties of the first part, , heir forth=set✓es ,diens, executors, and administrators, do covenant, grant, bargain and agree to and with the said party of the second part, her heirs and assigns, that at the time of the enaealing and delivery of these presents they arewell seized of the premises above conveyed, ns of good, sure. perfect, ausolute and indefeasible estate of inheritance, in law, in fee simple, and have good right, full power and lawful authority to grant, bargain, sell and convey the name in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments and encumbrances of whatever kind or nature soeve, except patent restrictions and reservations, existing easements and rights-of-way, prior mineral reservations and taxes for 1974 payablein 1975, and the above bargained premises in the quiet and peaceable possession of the said party of the second part, her heirs and assigns against all and every perron or persons lawfully claiming or to claim the whole or any part thereof, the said parties of the first part shall and will WARRANT AND FOREVER DEFEND. IN WITNESS WHEREOF, the said part ies of the and seal s the day and year first above written. Signed, sealed and Delivered in the Presence of I .',;'The foregoing instrument was acknowled'cd before me this `:197.4'%,;•.hy;' - .1011N G. O'BRIEN and MARY E. O'BRIEN. tg� •.1sd� commipsion expires January 4 first part ha ve hereunto set theirhands f-,.-•i-� ,.[SEAL] Jo1j1Y G.0 Brien Mary E. OfBrien� _-- ___�1::SEAL] [SEAL] • "'"STATE OF COLORADO, as, ,:-,County of G,,,^MELD NTY DEED t ''day of , 19 75 . Witness my hand and official seal. 55 ('. x w c r(1 p4 n a Notary. —Fatal- a. )I J • hi F3 a 0 • RECEIVED MAY 19 2003 GARFIELD COUNTY BUILDING & PLANNING May 14, 2003 o o FIRE • EMS • RESCUE Mark Bean Garfield Building & Planning Department 109 Eighth Street, Suite 303 Glenwood Springs, CO 81601 RE: Park Subdivision, 1213 County Road 112 Dear Mark: The Greg and Diane Park property at 1213 County Road 112 is located inside the service area of the Carbondale & Rural Fire Protection District. The property is served by the District, which provides both fire and emergency medical services. Please contact me if you have any questions. Sincerel Bill Gavette Deputy Chief cc: Diane Park Carbondale & Rural Fire Protection District ']nn AA.,-,.4..,.,n..,d . (`-,.h.,.,rl.,l., (`(1 4i a',1 . 07n/on'] "mai Civ 0G2'a_nGao MANY -12-2003 12:09 TAik PROPERTY SHOP 970 947 9335 P.01 IP .. yy • 1. .r, 11,-,.:,,IY.tc;.1 -—�.6esz, .'st_(.._.._. .._�..i.:.. Irk;„ 1 1dA'l'Lll vii;LL AGI:ELMI-:NT THIS ngioement made and entered into this 5th day of December , 1979, by and between MARGARET W. SAUNDERS, (hereinafter referred to as "first party") and SUZYNN L. RE.SNSCX and I:OBERT REGULSXI, (hereinafter referred to as "second parties"), WITNESSETH: WHEREAS, by deed of even date herewith, first party has conveyed to second parties 6.81 acres, more or less, as described on Exhibit "A" attached hereto and incorporated herein by this reference; and WHEREAS, first party has retained and is now the owner of that parcel of'real property described on Exhibit "B"; and WHEREAS, first party has drilled and constructed a domestic water well on said retained parcel, which well is described in Permit 079110 issued by the Colorado Department of Water Resources on May 16, 1975; and WHEREAS, the parties have reached an agreement with regard to the owmcrship o£ the watcz- rights in said well and the sharing of the water therefrom and the maintenance and operational costs incurred in .onnection with said ;pall, and now wish to reduce their agreement to writing. Now, THEREFORE, for and in consideration of the covenants and agreements herein contained, the parties hereto hereby agree as follows; 1. water System Ownership. The above described water well to be utilized under said Permit #79110, together with the water and water rights appurtenant thereto and the pump and related equipment necessary to produce water from said well, shall be owned equall y, (each as to an undivided one- half interest) by first party and second parties. The parties shall equally share the cost of installing a pump in said well, which pump shall be installed upon the issuance of a Post -It' Fax Note 7671 Date To ]paof ges MAY -12-2003 12:09 PROPERTY SHOP 970 947 9335 P.62 amu/ <./ building permit for the construction of a residential structure on either of the above referenced parcels, and said pump shall be of adequate size to supply the domestic water needs of a aing.le family residence on both of said parcels. The parties shall each bear the cost of installing water supply lines from said well to their respective properties and shall bear the cost of installing and operating water storage and other facilities in connection with their utilization of said water on their respective properties. 2. Maintenance Easement. By deed of even date herewith, first party has granted to second parties an easement and right of way for the ir.Etallation end maintenance of said well, pump . and water supply line to second parties' above described property. 3. water Meters. The owner or owners of each of the above described parcels shall, prior to commencing use of Nater from said well, install a volumetric water flow meter on their respective property for the purpose of measuring the water delivered to each of said parcels from said well. 4. Water stem Maintenance. Tne parties hereto or their 'successors in interest to said parcels, shall equally share the cots and expense of maintaini:g the crater well, pump and related equipment necessary in the production of water from said well for its common use on said parcels_ 5. Operational Costs. The monthly cost of operating the water pump and water delivery system as above described, including electrical expenses, shall be apportioned between the parties on the basis of the percentage of total gallons of water received on each parcel from said well as measured by the above described volumetric water flow meters. 6. Disconnection From Water Supply. In the event the owner or owners of either of said parcels desires to discontinue the use of water from the above described well, such owner may disconnect from said well and, upon giving written notice of such disconnection to the owner,or owners of the 'other parcel, and upon conveyance of the disconnecting owner's interest in said well and water rights therein to the owner of the other parcel, said disconnecting owner shall -be relieved of any further obligation MAY -12-2003 12:10 PROPERTY SHOP 1111 970 947 9335 P.03 iha to pay the cost of maintaining and operating said well and pump; provided, however, such disconnecting owner shall remain fully liable for his share of any maintenance and operational expense:: incurred prior to such disconnection, and such disconnecting owner shall not thereafter be allowed to reconnect to said well without having first obtained the Written consent of the owner or owners of the other parcel then utilizing said well. In the event of the disconnection by the owner or owners of a parcel from the well as provided in this paragraph, the maintenance and operational expenses thereafter incurred in connection with said well and water system shall be borne by the owner or owners of the parcel utilizing the same, 7. Payment of Common E penses. Any costs or expenses to be•paid by the owner or owners of the real property, the subject of this agreement, shall be paid by such owner or owners 15 dayn after receiving notice event an owner fails to pay 15 day pk±,:incl, the owner or paid their share of any such within of such cost or expense. In the any such cost owners of the expense, may or expense.within said other pat -col, hcvi ng discontinue the supply of water to such non-paying owner or owners until payment is received and may exercise such other legal and equitable remedies as are available to enforce the said payment. Any provisions herein to the contrary notwithstanding any cost or expenses assessed pursuant to this agreement, together with recording fees, court costs and reasonable attorney's fees incurred in the collection thereof, shall be and become a lien against the parcel owned by the 'tion -paying, owner or owners, 8. Covenant Running with Land. The terms and conditions of this agreement shall be covenants running with the real property hereinabove described, and shall continue in full force and effect until amended or terminated by written instrument executed by all of the owners of said real property. 2 RECEIVED kni 24 T0 :avr;f7i1 , 9, t,:ts a.=::- .ss ,'r:t r Jegvirsa shall be tce-vd aeiLered Ipon aelnr placed ,.- Un,tetl States 7 . iostsne prepaid, Ind bearing the address of the t+rse ,,ssrs of said props ty ss shown in the records of the. .,`_fire of the assessor of Cor':eid County, Colorado. 9, Sir -dine Ef feet, This agreement shall be bindin; upon. And inure to the brsr.e It of the respective heirs, ; successors and assiqr.s of the ?ernes her. ti y , Mor5.Aret d. S4inder4 • ;f, //-;TATE. Cr ".`EX 5 ) 1 se. COUNTY or izta ;I nnResn 3b�Lt if,S u1.4 + Subscribed and sworn to before me this 1973. br Margaret W. Saunders. witness -y 'nand env 07, C1 ,."a: sea.. My comalasios expires: �,1 J r /1 f Y,10n f Ca313.'�1" wtlC STATE C. COLORADO 73 COUNTY OF GARFIELD say of 41.5 • 111 s.�bsc reed and sworn t1 before ria this, .j day at 1919, , Svza:nn L. Resnick .,nd Robert Re..;ul3ki. 141tness my ;;arid anis official my commission aspires: (1-i3"4=- ;Iota 1 1 Form No, OWS-25 APPLICANT OFFICE OF STATE ENGINEER COLORADO 'VISION OF WATER RESOUR 816 Centennial Bkig., 13 0 Sherman SI, Denver, Colorado 802.00 (303) B66-35131 GREG & DIANNE PARK 1213 COUNTY ROAD 112 CARBONDALE, CO 8i823 (970) 963-8143 PERMIT TO CONSTRUCT A WELL NERS COPY WELL PERMIT NUMBER 79109 DIV, 5 WD 38 DES, BASIN MD APPROVED WELL LOCATION GARFIELD COUNT' SE 114 SE 1/4 Section 14 Township 7 S Range 88 W Sixth P,M. DIC5TAINGE FROM ;5ECTION LIN 758 Ft. from South Section Line 1284 Ft. from East Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance ot this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402.2, unless approval of a variance has bean granted by the State Board of Examiners of Water Well Construction and Purnp Installation contractors In accoraance witti Rue 18. Approved pursuant to CRS 37-92-802(3)(c) for the relocation of an existing well, permit no_ 79100. The old well meet be plugged In accordance with Rule 16 of the Water Well Construction Rules within ninety (90) days of completion of the new well. The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old well was plugged, Approved as a well on a traot of land of 8.81 acres described as that porton of the S 1/2, SE 114, Sec. 14, Twp. 7 South, Rng. BEt West, 6th P.M., further identified as 001213 County Road 112, Garfield County, more particularly described on die attached exhibit A. The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than one (1) single family dwelling, the irrigation of not more than one (1) acre of home gardens and lawns, and the watering of domestic animals. Thy maximum pumping Nato of thic %volt GPI all not 4700 d 16 GPM. This well shell be constructed not more than 200 feet from the location spedieci on this permit. NOTE: Parcel identification Number (PEN): 23-2393-144.00-189 NOTE. Assessor Tax Schedule Number: 011457 /Z APPROVFD OWN State Engineer ,Receipt No, 9500153 - , DATE IS LIED AUS 2 3 2000 EXPIRATION DATE AUG 23 21j02 • `f"91 . Evergreen Analytical Laboratory Dianne Park Dianne Park 1213 County Road 112 Carbondale, CO 81623 Dear Dianne Park: • Lab Work Order: 03-4010 Client Project: July 10, 2003 Enclosed are the analytical results afid Hweiec for the samples shown in the Laboratory Work Order Summary. The enclosed data for testing performed at Evergreen Analytical Laboratory (EAL) have been reviewed for quality assurance. A case narrative is included to describe any anomalies associated with the samples or data. EAL will dispose of all samples one month from the date of this letter. If you want samples returned, please advise us by mail or fax as soon as possible. A copy of this project report and supporting data will be retained for a period of five years unless we are otherwise advised by you. A document retrieval charge will apply. Thank you for using the services of Evergreen Analytical. If you have any questions concerning the analytical data, please contact me. Please direct other questions to Client Services. Sincerely, Carl Smits Technical Director of Chemical Analysis This report contains a total of 6 pages including the cover letter. Evergreen Analytical, Inc. 4036 Youngfield St. Wheat Ridge, CO 80033-3862 (303) 425-6021 FAX (303) 425-6854 * - Test Code has a Select List • • HZ0-01017-£0 1a2BM uptuuG 0 O 0 O dlAl UL'03!!OD 1E101 0 VZO-01O17-£0 iaWEM 2upppci 0 O W z 0 z o' Q 0 W O 81O -010b-£0 0 cn laleM SuixupU -4 0 J O O H -3 O r 3IA1 WJoJ!lo3 (Eloy J 0 N O V10-OIOb-£O 3 c ialuM 2u!xuUQ d k▪ . aWUN ;s31 O 4 cip s;uawwoJ 41I laafoad ;uaq,J SS:ZO:I1 £0/Z/L •aUI `i1aiiiiIIuV u03.1naAl (aui/eu6S) :Aq pagslnbuyad 0 (aimeu5is) :Aq paniaaad 0 3 co (aJnieuo!s) :Aq pagslnbugau 0 3 Received b /itt27" 3 O 0 FIT cn z 0 Q O (D cn0 0_ (-) 0 Er0 0 Cn Instructions: Container Sample Fraction w INVOICE TO O. # EAL. QUOTE # $AMPLER: �— , 9 �v Please PRINT all information: SAMPLE DATE IDENTIFICATION SAMPLED TIME ■ No. of Containers i�OA or THM 524.2 (Circle) Haloacetic Acid 552 SOC 525.2 EDB/DB CF 504.1 Pesticides. 507 Pesticides / PCBs 508 Herbicides 515.1 73 D m Carbamates< 531.1 Glyphosate 547 Endothall 548.1 5. Diquat 549.1 5 CC NO,, NO �. N01 + NO SOS (Circle) Cyanide 4500 CNE Fluoride 4500 FC a) i D CO Regulated Metals (specify) Lead & Copper cam/' n only Corrosvity (Lan CD CD Index) TOC SM53108 0 Total Coliform Gross A + B D c Ra226 a- 228 Uranium 0 g Radon c Dn nr I— 0 oA CD o c. is D S I) n `I&D) '4 j (0- -0 'n zz D 0 o CD eS CC --- C n WO c1 l'....%� 0 c) c -:— 0 04 oz< pD WW1 ld0d IU O 0 m z m ON IJ SOA ❑ safdweS a;fsodwo0 'Rush analysis suahject to additional lee 3 m -J 0 coSw 3 v xm rn W A v -G 5.Wo�Do o -4 W Q 0 A A O 0 < Nocn cn -'C�a m o rn 7 co O 3 rA m O 0 y 0 O 0 y 0 co • w m 0 3 ,punoieuanl iagi0 0 punaeuwnl paepuets co z 0 Send Report to State Health Department LJ Yes z O to O z 0 NOIIVINUOdNI 1N3110 0 2 z O - n c 0 0m C) z C) r N m C) 0 m z • • Evergreen Analytical, Inc. Project: Lab Order: 03-4010 Date: 09 -Jul -03 CASE NARRATIVE SAMPLE RECEIVING Samples were received in good condition within method specified holding times. Custody seals were present and intact. Samples did not require preservation. The temperature of the sample(s) upon arrival was 17° C. The address of sample collection was not provided by the client. JD CLIENT SERVICES There are no anomalies to report. EKH GENERAL CHEMISTRY There are no anomalies to report. MM Print Date: 7/9/03 fq pagsmbuilag Cq pagsmbu><iag C9 CD A CD • CD. A C9 CD Cr Cr �e �e 0 3 9ZO-01.04-£O 91.0-0104-E0 0 CD 0 71/47 N 0 -4 0 n O r 0 0 r oleo uopeiloo CO 0 0 -i 0 N �-I 0 0 r sisal pe}sanbaa o D m w CO 43 11OD � N N V O CO CO O Cj) 0 :,Jo}eJoge1 amino no C�7 — 0 4Ct C▪ D 3 tea= CD N O 0- c2 CA CD car �� C] 0 P. , co 0 rn o co 0 1.4 w -. w N v :Japio Jot O O A 0800301MISI 0-Jo-NIVHH ro Era O • • L 1 n fl u S t r 9 a 1111 T RIES lr dkistrio4 Laboratories is your Inclepe nKi,:•rit, third • rtvanalytical laboratoru To: F,vcrnrcen Analytical 4036 Youngfie1d Wheat Ride CO 80033-3862 Attn: Carl Smits EV 1601 Date Received: 7/2/2003 Date Reported: 7/7/2003 PO Number: 001868 Note: Sample test procedures conform to EPA 40CFR1.41 requirements. Test Analysis Lab No, Sample Description. Method Result Units MDL Date/Bv 030702040-01A 03-4010-01B Total Coliforms MF 92 CFU/100mL GK SM 9222 0 7/3/2003 030702040-02A 03-4010-02B Total Coliforms MF 13 CFU/100mt, GK SM 9222 13 7/3/2003 MUL= Method Detection Limit ND — Not Detected at. the Method Detection Limit Page: 1 of 1 Mike Gross, Laboratory Director itl'l(: Yin it ifigrlr.l '>t.. • \A/hoot: I(irlgc,1.:olorac.lo Rf)0f • (30'2,) 287-969'1 • (303) 207.0' M1 Fax • www.irdustriallabs.l'i Rr: rryi11 r11 r111ri�V51:', rvlc .1(kinralr rhlrs Ihr Ir71r1; ;Ind i,ni1i111'ir71Y nil Ilii• acknowledges that they AMS 0.111 nr I�ii} prnr;r, This report is not to bo rr•prnirtneq,ri in who!e or in part for arlvnr.tir.iraq purposes withotn obtaining prior writtnn authorization, • • Evergreen Analytical, Inc. 4036 Youngfield Street, Wheat Ridge, Colorado 80033-3862 (303) 425-6021 Client Sample ID: House Client Project ID: Date Collected: 7/1/03 Date Received: 7/2/03 Lab Work Order 03-4010 Lab Sample ID: 03-4010-01 Sample Matrix: Drinking Water Method: E300 ANIONS BY IC Date Prepared: 7/3/03 Date Analyzed: 7/3/03 Analytes Method Blank: MB -R5091 Dilution Factor: 1 Lab Fraction ID: 03-4010-01A CAS Number Result LQL Units Nitrite -N Nitrate -N Nitrite+Nitrate-N 0.49 0.49 U 0.076 mg/L 0.056 mg/L 0.076 mg/L Comments: Analyst Approv Qualifiers: B - Analyte detected in the associated Method Blank E - Extrapolated value. Value exceeds calibration range H - Sample exceeded analytical holding time J - Indicates an estimated value when the compound is detected, but is below the LQL S - Spike Recovery outside accepted limits U - Compound analyzed for but not detected X - See case narrative * -Value exceeded the Maximum Contamination Level (MCL) Definitions: NA - Not Applicable LQL - Lower Quantitation Limit Surr - Surrogate Print Date: 7/7/03 • Evergreen Analytical, Inc. 4036 Youngfield Street, Wheat Ridge, Colorado 80033-3862 (303) 425-6021 Client Sample ID: Cabin Client Project ID: Date Collected: 7/1/03 Date Received: 7/2/03 Lab Work Order 03-4010 Lab Sample ID: 03-4010-02 Sample Matrix: Drinking Water Method: E300 ANIONS BY IC Date Prepared: 7/3/03 Date Analyzed: 7/3/03 Analytes Method Blank: MB -R5091 Dilution Factor: 1 Lab Fraction ID: 03-4010-02A CAS Number Result LQL Units Nitrite -N U 0.076 mg/L Nitrate -N 0.26 0.056 mg/L Nitrite+Nitrate-N 0.26 0.076 mg/L Comments: Analyst Approved Qualifiers: B - Analyte detected in the associated Method Blank E - Extrapolated value.Value exceeds calibration range H - Sample exceeded analytical holding time J - Indicates an estimated value when the compound is detected, but is below the LQL S - Spike Recovery outside accepted limits U - Compound analyzed for but not detected X - See case narrative • -Value exceeded the Maximum Contamination Level (MCL) Definitions: NA - Not Applicable LQL - Lower Quantitation Limit Surr - Surrogate Print Date: 7/7/03 y:70 GEtech HEPWORTH - PAWLAK GEOTECHNICAL July 11, 2003 Greg Park 1213 County Road 112 Carbondale, Colorado 81623 Hepworth=lsawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 97C-945-7988 Fax: 970-945-8454 email: hpgeo©hpgeotech.com Job No. 101 263 Subject: Geologic Conditions, Proposed Park Subdivision, 1213 County Road 112, Garfield County, Colorado Dear Greg: As requested, we observed the subject site on July 7, 2003 and reviewed geologic conditions with regard to the proposed lot split. The findings of our review are presented in this report. We previously observed a pit excavation for design of foundations and performed percolation testing for septic design at the site and presented our findings in reports dated April 11 and May 25, 2001, Job No. 101 263. The purpose of the lot split is to provide separate lots for the two existing houses already built on the site. No new structures are proposed. Site Conditions: The project site is located on a rolling basalt plateau to the north and east of the Roaring Fork River. The property is located in the southeastern 1/a of the southeastern quadrant of Sections 14, T. 7 S., R. 88 W. and is located about 3 miles northeast of Carbondale. Crystal Springs Mountain Road (County Road 112) borders the property on the east. Topographically, the site consists of a small knoll with slopes down to the west, north and east. A relatively new log residence and detached garage occupy the top of the knoll. An older log cabin which was moved to the site about 10 years ago is located to the east about 80 feet lower in elevation. The slopes on the site range from 20 % to 35 % with flatter slopes in the meadow next to the county road. Active irrigation ditches are located below and east of the cabin. Vegetation consists mostly of juniper/pinon forest with a small meadow on the east side of the site adjacent to the county road. Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthome 970-468-1989 • • Greg Park July 11, 2003 Page 2 Geologic Setting: The basalt plateau in the project area is a structural bench between the White River uplift to the north and the Roaring Fork syncline to the south. These regional geologic structures formed during the Laramide orogeny about 40 to 70 million years ago. Regional mapping indicates that basalt flows that overlie the Eagle Valley Evaporite are the near surface formation rock in the project area (Kirkham and Widmann, 1997). Surficial soil deposits are mostly colluvium. The basalt plateau in the project area lies near the center of the Carbondale evaporite collapse center. The collapse center is a roughly circular region with a diameter of about 16 miles and an area of about 200 square miles (Kirkham and Widmann, 1997). As much as 4,000 feet of regional subsidence has occurred in the collapse center as the result of dissolution and flowage of evaporite beneath the area. Much of this subsidence may have occurred within the past 10 million years (Kirkham and Widmann, 1997). If this is the case, the long-term average subsidence rate was about 0.5 inch per 100 years. There is some local evidence of evaporite deformations as recently as the late Pleistocene in the Carbondale collapse center, but no definitive evidence of deformations during the post - glacial times within about the past 15,000 years (Widmann and Others, 1998). The Pennsylvanian -age Eagle Valley Evaporite crops out locally in the general vicinity but basalt flows underlie the project site. Eagle Valley Evaporite: The Eagle Valley Evaporite is a thick sequence of sedimentary rocks that are largely evaporite deposited in the central Colorado trough about 300 million years ago. The evaporite consists of gray and tan gypsum and anhydrite and locally halite with interbeds of siltstone, claystone and dolomite. The rock varies from cemented and hard to non-cemented but flint. The bedding is usually complexly folded because of flow in the plastic gypsum and anhydrite. The evaporite is relatively soluble in fresh water and subsurface voids and associated sinkholes are sometimes present in areas where the evaporite is near the surface in the region. Basalt Flows: The Eagle Valley Evaporite in the project area is overlain by late Miocene -age basalt flows. Radiometric age dates of the flows in the project area are between 8.7 and 9.7 million years (Kirkham and Widmann, 1997). The basalt flows are deformed and broken at the property. The deformed basalt is very fractured and Job #101 263 Meeh • • Greg Park July 11, 2003 Page 3 broken. It typically consists of boulder and larger size, angular basalt blocks with interblock sandy clay soil. Evaporite and Solution Features: Regional geologic mapping shows the project site is located along the eastern limb of a structural sag that starts in Heuschkel Park about two miles to the west and curves just to the west of the project site and terminates to the northwest (Kirkham and Widmann, 1997). Outcrops in the project area indicate that the basalt flows are tilted and have dips between 22° and 28°. In the Heuschkel Park area small displacement normal faults parallel the sag axis, but faults have not been mapped in the project area (Kirkham and Widmann, 1997). During previous work in the area, a sinkhole in the deformed basalt was evident on the aerial photographs we reviewed about 1,300 feet to the northeast of the property. This sinkhole is also shown of the regional geology map (Kirkham and Widmann, 1997). Evidence of sinkholes were not observed on the property during our site reconnaissance. Geologic Site Assessment: There are several conditions of a geologic nature that could impact the site. The geologic conditions and their anticipated influence on the site are described below. Regional Evaporite Deformation and Sinkholes: The project site is in an area where regional ground deformations have been associated with evaporite solution and flow in the geologic past. These deformations probably started about 10 million years ago, but it is uncertain if the deformations are still active or if deformations have stopped. If deformations are still active is appears to be taking place over a broad area and there is no evidence of rapid deformation rates. Because of this, the risk of problems with typical residential buildings appears to be low. We are not aware of problems associated with regional evaporite deformations in the area. Sinkholes were not observed on the property in the field. However, a sinkhole is located about 1,300 feet to the northeast of the property, sinkholes are present elsewhere in the region, and the property should not be considered sinkhole risk free. Job #101 263 Gtech • • Greg Park July 11, 2003 Page 4 The sinkhole risk on the property is viewed to be low and no greater than that present in other parts of Garfield County where the evaporite is near the surface and without surface evidence of sinkholes. Earthquake Considerations: The project area could experience moderately strong earthquake related ground shaking. Modified Mercaili Intensity VI ground shaking should be expected during a reasonable service life for the existing structures, but the probability for stronger ground shaking is low. Intensity VI ground shaking is felt by most people and causes general alarm, but results in negligible damage to structures of good design and construction. Occupied structures should be designed to withstand moderately strong ground shaking with little or no damage and not to collapse under stronger ground shaking. The region is in the Uniform Building Code, Seismic Risk Zone 1. Based on our current understanding of the earthquake hazard in this part of Colorado, we see no reason to increase the commonly accepted seismic risk zone for the area. Radiation Potential: The site is not in a geologic setting that would indicate high concentrations of radioactive minerals in the natural soils and underlying rock formation. However, there is a potential that radon gas could be present in the area. Testing for radon gas concentrations could be done in the constructed buildings. Based on our experience, radon levels in buildings in this area are typically low. If there are any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORT «?� T CHNICAL, INC. Daniel E. ` :dtri, P.E • 7(t(03«. 4�, .44 Rev. by: SLPrss% ••••EHc'�� •� 'fir ANAL 43• DEH/rso Job #101 263 Greg Park July 11, 2003 Page 5 • • REFERENCES Kirkham, R.M. and Widmann, B.L., 1997, Geology Map of the Carbondale Quadrangle, Garfield County, Colorado: Colorado Geological Survey Open File 97-3. Widmann B. L. and Others, 1998, Preliminary Quaternary Fault and Fold Map and Data Base of Colorado: Colorado Geological Survey Open File Report 98-8. Job #101 263 C tech BOUNDARIES UNLIMITED INC. Consulting Engineerr, • • RECEIVED JUL 17 2003 GARFIELD COUNTY 9(A WING & PLANNING PRELIMINARY DRAINAGE STUDY FOR THE PARK SUBDIVISION GARFIELD COUNTY, COLORADO PROJECT NO. PARK July 17, 2003 PDQ REG;y to A: :° 37110• • ..71/11c3 Deric J. Walter, P.E. Project Engineer N A\- 923 Cooper Avenue Suite 102 Glenwood Springs Colorado 81601 Ph 970.945.5252 Fax 970.384.2833 • • TABLE OF CONTENTS SECTION PAGE INTRODUCTION 1 HYDROLOGY 1 DRAINAGE PLAN 1 SUMMARY 1 FIGURES: 1) Vicinity Map (81/2" x 11") 2) SCS Soils Map (81/2" x 11") 3) USGS Aerial Map (8W x 11") 4) Drainage Plan (11"x17") APPENDIX: Calculations • • INTRODUCTION The proposed residential lot split for the Park Subdivision is located along County Road 112, approximately 2.5 miles north of Highway 82 in Garfield County, Colorado. The proposed residential subdivision consists of two (2) single-family residential lots situated on approximately 6.89 acres. See the enclosed Vicinity Map for site location. HYDROLOGY The hydrologic methods for this study are outlined in the United State Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS) publication "Urban Hydrology for Small Watersheds TR -55" and the computer program AutoCAD Hydrology SCS TR -55 Tabular Method. The property is located the high point between the Cattle Creek and the Crystal Spring Creek watersheds. Site soils consist of Type B soils with a vegetative cover of juniper, sagebrush and grasses in good condition. See the enclosed NRCS Soils Map and USGS Aerial Map for hydrologic determinations. DRAINAGE PLAN The stormwater runoff from the lots will be, in general, unconcentrated sheet flow and shallow channel flow. Existing general flow patterns will be maintained as shown on the enclosed Drainage Plan. The proposed lot split will not adversely affect these drainage patterns as each proposed lot already contains a residential structure, out buildings, and landscaping. No additional on-site stormwater detention is proposed for the subdivision. SUMMARY Stormwater runoff from the site is presently divided into the Cattle Creek and Crystal Spring Creek drainage basins. Existing drainage patterns will be maintained and will not be adversely affected by the proposed subdivision or downstream properties. Page 1 • • Figures Boundaries Unlimited, Inc. 923 Cooper Avenue, Ste. 102 Glenwood Springs, CO 81601 tete: 970.945.5252 fax: 970.384.2833 SCALE:1"=2000' DATE: 7/16/03 FILE: GR -01 SHEET:1 DIANE PARKS COUNTY ROAD 112, GARFIELD COUNTY, COLORADO PARKS SUBDIVISION VICINITY MAP • • Boundaries Unlimited, Inc. ;rat _ 923 Cooper Avenue, Ste, 102 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 SCALE:1'=2000' DATE: 7/16/03 FILE: CR -01 SHEET:2 DIANE PARKS COUNTY ROAD 112, GARFIELD COUNTY, COLORADO PARKS SUBDIVISION NRCS SOILS MAP Suitable management practices incleproper grazing use and a planned grazing system. The suitability of this soil for range seeding is poor. The main limitation is the slope. The slope limits access by livestock. The limited accessibility results in overgrazing of the less sloping areas. This unit is poorly suited to homesite development. The main limitation is the slope. This map unit is in capability subclass Vile, nonirrigated. It is in the Deep Loam range site. 41—Evanston loam, 45 to 65 percent slopes. This deep, Well drained soil is on alluvial fans, terraces, and valley sides. It formed in mixed alluvium. Elevation is 6,500 to 8,000 feet. The average annual precipitation is 13 to 15 inches, the average annual air temperature is 42 to 46 degrees F, and the average frost -free period is 80 to 90 days. Typically, the surface layer is brown loam about 12 inches thick. The subsoil is clay loam about 13 inches thick. The substratum to a depth of 60 inches or more is loam. Included in this unit are small areas of Tridell soils, areas of Evanston soils that have slopes of less than 45 percent, and small areas of Rock outcrop. Included areas make up about 15 percent of the total acreage. Permeability is moderate in this Evanston soil. Available water capacity is high. The effective rooting depth is 60 inches or more. Runoff is rapid, and the hazard of water erosion is moderate or severe on the steeper slopes. This unit is used mainly as rangeland. It also is used as wildlife habitat. The potential plant community on this unit is mainly bluebunch wheatgrass, western wheatgrass, muttongrass, Douglas rabbitbrush, and mountain big sagebrush. Utah serviceberry, mountain snowberry, prairie junegrass, and Ross sedge commonly are also included. The average annual production of air-dry vegetation is about 1,500 pounds per acre. If the range condition deteriorates, mountain big sagebrush, Douglas rabbitbrush, cheatgrass, and annual weeds increase in abundance. Suitable management practices include proper grazing use and a planned grazing system. The suitability of this soil for range seeding is poor. The main limitation is the slope. The slope limits access by livestock. The limited accessibility results in overgrazing of the less sloping areas. This unit is poorly suited to homesite development. The main limitation is the slope. This map unit is in capability subclass Vile, nonirrigated. It is in the Deep Loam range site. 42—Fluvaquentslik 10 percent slopes. This broadly defined unit consists of deep, somewhat poorly drained, nearly level soils on flood plains and alluvial valley floors. These soils formed in alluvium. Fluvaquents are stratified and vary widely in texture and in depth to sand, gravel, and cobbles. Typically, the surface layer ranges from loamy sand to fine sandy loam or from silt loam to clay loam. The underlying layers are generally sandy loam or loam stratified with sand, gravel, and cobbles. In some areas gravel and cobbles are on or near the surface. The water table fluctuates between depths of 0.5 foot and 2.0 feet during spring and summer. These soils are occasionally flooded for brief periods in late spring and early summer. Included in this unit are small, isolated areas of Redrob soils. Also included are small, isolated areas where water stands at or near the surface all year. These water areas are identified by a special symbol on the soil maps. Included areas make up about 15 percent of the total acreage. These soils are used for wildlife habitat, recreational development, or grazing. The native vegetation is mainly cottonwood, willow, water -tolerant grasses, sedges, and rushes. Mule deer, cottontail rabbit, coyote, and bobcat and ducks, geese, and other native birds find food and shelter on these soils. Where feasible, planting small grain, trees, and shrubs improves the habitat for upland wildlife. This unit is poorly suited to homesite development. The main limitations are the flooding and the seasonal high water table. This map unit is in capability subclass Vlw, nonirrigated. It generally is in the Riverbottom range site. At the higher elevations, however, it is in the Mountain Meadow range site. 43—Forelle-Brownsto complex, 6 to 12 percent slopes. This map unit is on mountains and benches. Elevation is 6,500 to 7,500 feet. The average annual precipitation is 12 to 14 inches, the average annual air temperature is 40 to 44 degrees F, and the average frost -free period is 85 to 105 days. This unit is about 55 percent Forelle soil and 30 percent Brownsto soil. Included in this unit are small areas of Tridell soils on knolls, Mussel and Morval soils in swales, and basalt Rock outcrop. Also included are small areas of soils that are similar to the Forelle and Brownsto soils but have soft bedrock below a depth of 40 inches. Included areas make up about 15 percent of the total acreage. The Forelle soil is deep and well drained. It formed in mixed alluvium derived dominantly from sedimentary 40 rocks. Typically, the surface layer is brown loam about 6 inches thick. The subsoil is clay loam about 24 inches thick. The substratum to a depth of 60 inches is loam. Permeability is moderate in the Forelle soil. Available water capacity is high. The effective rooting depth is 60 inches or more. Runoff is medium. The hazard of water erosion generally is moderate, but it is severe in areas that contain volcanic ash. The Brownsto soil is deep and well drained. It formed in alluvium derived dominantly from coarse textured, calcareous sandstone and basalt. Typically, the upper part of the surface layer is light brownish gray gravelly sandy loam about 4 inches thick. The lower part is light brownish gray gravelly loam about 7 inches thick. The upper 19 inches of the substratum is very gravelly sandy loam. The next 12 inches is very gravelly loamy sand. The lower part to a depth of 60 inches is gravelly sandy loam. A thin layer of partially decomposed needles, twigs, and leaves is on the surface in many places. Permeability is moderate in the Brownsto soil. Available water capacity is low. The effective rooting depth is 60 inches or more. Runoff is medium, and the hazard of water erosion is moderate. This unit is used as rangeland or as wildlife habitat. The potential plant community on the Forelle soil is mainly western wheatgrass, bluebunch wheatgrass, Indian ricegrass, Douglas rabbitbrush, and Wyoming big sagebrush. Muttongrass, streambank wheatgrass, and winterfat commonly are also included. The average annual production of air-dry vegetation is about 800 pounds per acre. If the range condition deteriorates, Wyoming big sagebrush, Douglas rabbitbrush, cheatgrass, and annual weeds increase in abundance. The potential plant community on the Brownsto soil is mainly needleandthread, Indian ricegrass, western wheatgrass, and Wyoming big sagebrush. Bluebunch wheatgrass, bottlebrush squirreltail, and scattered Utah juniper and pinyon pine also are included. The average annual production of air-dry vegetation is about 600 pounds per acre. If the range condition deteriorates, Wyoming big sagebrush, Douglas rabbitbrush, cheatgrass, and annual weeds increase in abundance. Suitable management practices include proper grazing use and a planned grazing system. If the quality of range vegetation has seriously deteriorated, seeding is needed. The suitability of this unit for range seeding is good in areas of the Forelle soil and poor in areas of the Brownsto soil. The main limitation is the cobbles and stones on the Brownsto soil. For successful seeding, a seedbed should be prepared and the seed drilled. In areas of the Forelle soil, brush management Soil Survey more woody shrubs than were present in the potential plant community. This unit is suited to homesite development. The main limitations are the slope in the steeper areas and small stones in the Brownsto soil. This map unit is in capability subclass IVe, nonirrigated. The Forelle soil is in the Rolling Loam range site, and the Brownsto soil is in the Stony Foothills range site. 44—Forelle-Brownsto complex, 12 to 25 percent slopes. This map unit is on mountain side slopes. Elevation is 6,500 to 7.500 feet. The average annual precipitation is 12 to 14 inches, the average annual air temperature is 40 to 44 degrees F, and the average frost -free period is 85 to 105 days. This unit is about 50 percent Forelle soil and 35 percent Brownsto soil. Included in this unit are small areas of Tridell soils and basalt Rock outcrop on knolls. Also included are small areas of Mussel and Morval soils in the more gently sloping areas. Included areas make up about 15 percent of the total acreage. The Forelle soil is deep and well drained. It formed in mixed alluvium derived dominantly from sedimentary rocks. Typically, the surface layer is brown loam about 6 inches thick. The subsoil is clay loam about 24 inches thick. The substratum to a depth of 60 inches is loam. Permeability is moderate in the Forelle soil. Available water capacity is high. The effective rooting depth is 60 inches or more. Runoff is rapid. The hazard of water erosion generally is moderate, but it is severe in areas that contain volcanic ash. The Brownsto soil is deep and well drained. It formed in alluvium derived dominantly from coarse textured, calcareous sandstone and basalt. Typically, the upper part of the surface layer is light brownish gray gravelly sandy loam about 4 inches thick. The lower part is light brownish gray gravelly loam about 7 inches thick. The upper 19 inches of the substratum is very gravelly sandy loam. The next 12 inches is very gravelly loamy sand. The lower part to a depth of 60 inches is gravelly sandy loam. A thin layer of partially decomposed needles, twigs, and leaves is on the surface in many places. Permeability is moderate in the Brownsto soil. Available water capacity is low. The effective rooting depth is 60 inches or more. Runoff is rapid, and the hazard of water erosion is moderate. This unit is used as rangeland or as wildlife habitat. The potential plant community on the Forelle soil is mainly western wheatgrass, bluebunch wheatgrass, 72 Soil Survey The Rock outcrop consists mainly of barren sandstone, shale, and basalt. This unit is used as wildlife habitat. The native vegetation is grasses, forbs, pinyon, and Utah juniper. This unit is poorly suited to homesite development. The main limitations are the slope, the depth to bedrock, and large stones. This map unit is in capability class VIII. No range site is assigned. 106—Tridell-Brownsto stony sandy loams, 12 to 50 percent slopes, extremely stony. This map unit is on terraces and mountainsides. Elevation is 6,400 to 7,700 feet. The average annual precipitation is 12 to 14 inches, the average annual air temperature is 42 to 44 degrees F, and the average frost -free period is 85 to 105 days. This unit is about 45 percent Tridell soil and 35 percent Brownsto soil. About 5 to 10 percent of the surface is covered with stones. Included in this unit are small areas of Forelle and Evanston soils in the less sloping cleared areas. Also included are small areas of basalt Rock outcrop and soils that are similar to the Tridell soil but have less gravel and fewer stones. Included areas make up about 20 percent of the total acreage. The Tridell soil is deep and somewhat excessively drained. It formed in alluvium and colluvium derived dominantly from sandstone and basalt. Typically, the upper part of the surface layer is grayish brown stony sandy loam about 2 inches thick. The lower part is grayish brown very cobbly fine sandy loam about 7 inches thick. The upper 5 inches of the substratum is very cobbly fine sandy loam. The next part is cobbly sandy loam about 11 inches thick. Below this is 12 inches of very stony fine sandy loam. The lower part of the substratum to a depth of 60 inches is very stony loamy sand. Hard basalt is commonly below a depth of about 60 inches. The soil is calcareous throughout. A thin layer of partially decomposed needles, twigs, and leaves is on the surface in many places. Permeability is moderately rapid in the Tridell soil. Available water capacity is low. The effective rooting depth is 60 inches or more. Runoff is rapid, and the hazard of water erosion is moderate. The Brownsto soil is deep and well drained. It formed in alluvium derived dominantly from coarse textured, calcareous sandstone and basalt. Typically, the upper part of the surface layer is light brownish gray stony sandy loam about 4 inches thick. The lower part is light brownish gray stony sandy loam about 7 inches thick. The upper 19 inches of the substratum is very gravelly sandy loam. The next 12 inches is very gravelly loamy sand. The lower part to a depth of 60 inches is gravelly sandy loam. A thin layer of partially decomposed needles, twigs, and leaves is on the surface in many places. Permeability is moderate in the Brownsto soil. Available water capacity is low. The effective rooting depth is 60 inches or more. Runoff is rapid, and the hazard of water erosion is moderate. This unit is used mainly for livestock grazing or wildlife habitat. It also is used for limited homesite development, for Christmas trees, or as a source of firewood and posts. The potential plant community on the Tridell soil is mainly pinyon pine and Utah juniper with an understory of bluebunch wheatgrass, Indian ricegrass, Wyoming big sagebrush, and muttongrass. Other plants that characterize this site are bottlebrush squirreltail, antelope bitterbrush, and true mountainmahogany. The average annual production of air-dry vegetation is about 300 pounds per acre. The potential plant community on the Brownsto soil is mainly Wyoming big sagebrush, needleandthread, Indian ricegrass, western wheatgrass, and scattered pinyon pine and Utah juniper. Other plants that characterize this site are bottlebrush squirreltail, antelope bitterbrush, and true mountainmahogany. The average annual production of native understory vegetation is about 600 pounds per acre. If the range condition deteriorates, Wyoming big sagebrush, cheatgrass, and annual weeds increase in abundance. Mechanical treatment is not practical because of the very stony surface and the slope. Suitable management practices include proper grazing use and a planned grazing system. The slope limits access by livestock. The limited accessibility results in overgrazing of the less sloping areas. Selective thinninc of the pinyon and juniper stands improves the quality o the understory for grazing and provides firewood, posts and Christmas trees. The Tridell soil is suited to limited production of pinyon pine and Utah juniper. The average annual production is 5 cords per acre. The average stocking rate is 150 trees per acre. To ensure sustained yields and continued use, the kind of wood production should be considered before the stands are thinned or clearec Special care is needed to minimize erosion when the stands are thinned or cleared. Thinning the stands generally promotes the growth of understory grasses and young trees. Only the less sloping areas of this unit are suited to homesite development. The main limitations are the slope and the stoniness. Erosion is a hazard in the steeper areas. Only the part of the site that is used for construction should be disturbed. Topsoil can be stockpiled and used to reclaim areas disturbed during • Aspen-GYPsurn Area, Colorado construction. The gravel and cobbles in disturbed areas should be removed if the site is landscaped, particularly in areas used for lawns. Areas adjacent to hillsides are occasionally affected by runoff, which may be accompanied by the movement of rock debris. population growth has resulted in increased construction of homes in areas of this unit. This map unit is in capability subclass Vile, nonirrigated. The Tridell soil is in the Pinyon -Juniper woodland site, and the Brownsto soil is in the Stony Foothills range site. 107—Uracca, moist-Mergel complex, 1 to 6 percent slopes, extremely stony. This map unit is on alluvial fans, benches, and valley side slopes. Elevation is 6,800 to 8,400 feet. The average annual precipitation is 16 to 19 inches, the average annual air temperature is 40 to 43 degrees F, and the average frost -free period is 75 to 95 days. This unit is about 50 percent Uracca soil and 40 percent Mergel soil. Included in this unit are small areas of soils that are similar to the Uracca and Mergel soils but have a thicker surface layer and a lower content of coarse fragments. Included areas make up about 10 percent of the total acreage. The Uracca soil is deep and well drained. It formed in alluvium derived dominantly from mixed igneous and metamorphic material. About 3 to 15 percent of the surface is covered with boulders, stones, cobbles, and gravel. Typically, the surface layer is brown cobbly sandy loam about 3 inches thick. The upper 5 inches of the subsoil is cobbly sandy loam. The lower 7 inches is very cobbly sandy clay loam. The substratum to a depth of 60 inches or more is extremely cobbly loamy sand. The content of coarse fragments ranges from 35 to 85 percent, by volume, in a major part of the surface layer and subsoil. Permeability is moderately rapid in the Uracca soil. Available water capacity is low. The effective rooting depth is 60 inches or more. Runoff is slow, and the hazard of water erosion is slight. The Mergel soil is deep and well drained. It formed in glacial outwash. About 3 to 30 percent of the surface is covered with boulders, stones, cobbles, and gravel. TYPically, the surface layer is grayish brown cobbly loam about 8 inches thick. The upper 12 inches of the substratum is very cobbly sandy loam. The lower part to adepth of The 60 inches is extremely stony sandy loam. Percent, b content of coarse fragments ranges from 35 to 80 y volume. Permeability is moderate in the Mergel soil. Available watercapacity is low. The effective rooting depth is 60 • 73 inches or more. Runoff is slow, and the hazard of water erosion is slight. This unit is used mainly for irrigated hay and pasture. It also is used for homesite development or rock quarrying. If this unit is used for hay and pasture, the main limitation is the low available water capacity. Frequent irrigation is needed. Applications of nitrogen and phosphorus fertilizer improve the growth of forage plants. Proper stocking rates, pasture rotation, and restricted grazing during wet periods help to keep the pasture in good condition and protect the soil from erosion. Irrigation water can be applied by corrugation, sprinkler, and flooding methods. Pipe, ditch lining, or drop structures in irrigation ditches facilitate irrigation and reduce the hazard of ditch erosion. If properly managed, the unit can produce 4 tons of irrigated grass hay per acre annually. If this unit is used for homesite development, the main limitations are the large stones and boulders on and below the surface. Population growth has resulted in increased construction of homes in areas of this unit. Preserving the existing plant cover during construction helps to control erosion. The gravel and cobbles in disturbed areas should be removed if the site is landscaped, particularly in areas used for lawns. The effluent from septic tank absorption fields can surface in downslope areas and thus create a health hazard. If the density of housing is moderate or high, community sewage systems are needed to prevent the contamination of water supplies resulting from seepage from onsite sewage disposal systems. Areas adjacent to hillsides are occasionally affected by runoff, which may be accompanied by the movement of rock debris. This map unit is in capability subclass Vls, irrigated and nonirrigated. It is in the Stony Loam range site. 108—Uracca, moist-Mergel complex, 6 to 12 percent slopes, extremely stony. This map unit is on alluvial fans and valley side slopes. Elevation is 6,800 to 8,400 feet. The average annual precipitation is 16 to 19 inches, the average annual air temperature is 40 to 43 degrees F, and the average frost -free period is 75 to 95 days. This unit is about 50 percent Uracca soil and 40 percent Mergel soil. Included in this unit are small areas of soils that are similar to the Uracca and Mergel soils but have a thicker surface layer and a lower content of coarse fragments. Included areas make up about 10 percent of the total acreage. The Uracca soil is deep and well drained. It formed in alluvium derived dominantly from mixed igneous and 164 Soil Survey p5pe' TABLE 6. --RANGELAND AND WOODLAND UNDERSTORY PRODUCTIVITY AND CHARACTER]S'TIC PLANT COMMUN)TiES--Continued Ty,/3 I Total production I Soil name and I Range or woodland site 1 1 I Characteristic vegetation (Compo_ 5c map symbol 1 (Kind of year I Dry I Isitior r I I (weight I 33*: Earsman Rock outcrop. 34, 35, 36 Empedrado 37 Etoe 38, 39, 40, 41 Evanston 42* Fluvaquents 43*, 44*: Forelle Brownsto 45, 46, 47 Forsey Pinyon -Juniper Deep Loam #292 Douglas Fir Deep Loam #292 Riverbottom Rolling Loam #298 Stony Foothills #287 Stony Loam #237 See footnote at end of table. Favorable Normal Unfavorable Favorable Normal Unfavorable Favorable Normal Unfavorable ILb/acre 600 Gambol oak 500 Muttongrass 400 Needleandthread 1, 800 1,500 1,000 I Pct Saskatoon serviceberry Western wheatgrass Bluebunch wheatgrass Bottlebrush squirreltail Indian ricegrass Prairie junegrass True mountainmahogany Western wheatgrass Needleandthread Mountain big sage Gambel oak Rubber rabbitbrush 400 Columbia needlegrass 250 Grouse whortleberry 150 Mountain snowberry Favorable 1,800 Normal 1,500 Unfavorable 900 Favorable 3,000 Normal 2,500 Unfavorable 1,000 Favorable 1,200 Normal 800 Unfavorable 600 Favorable 800 Normal 600 Unfavorable 400 Favorable 2,000 Normal 1,200 Unfavorable 1,000 Nodding bromegrass Kinnikinnick Common juniper Boxleaf myrtle Basin big sagebrush Needleandthread Western wheatgrass Prairie junegrass Muttongrass Saskatoon serviceberry Mountain snowberry Alkali sacaton Sedge Western wheatgrass Inland saltgrass Western wheatgrass Bluebunch wheatgrass Indian ricegrass Douglas rabbitbrush Wyoming big sagebrush Bluebunch wheatgrass Western wheatgrass Bottlebrush squirreltailNeedleandthread Indian ricegrass Pinyon Utah juniper 15 10 10 10 10 Bluebunch wheatgrass---------- Saskatoon serviceberry-------- Muttongrass------------------ Arizona fescue Needleandthread Basin big sagebrush Prairie junegrass 5 5 5 5 5 25 15 10 5 5 15 15 10 5 5 5 5 10 10 10 5 5 5 c 90 15 15 10 90 20 5 5 10 10 1D 5 5 5 5 5 20 15 10 5 5 5 5 d8 Fu9 49, Go 51 0 • • Aspen -Gypsum Area, Colorado 169 1 TOLE 6. --RANGELAND AND WOODLAND UNDERSTORY PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES --Continued Soil name and map symbol E 100*: Starman 101*, 102*, 103*: Tanna Pinelli 06*: Tridell Brownsto 101*, 108*, 109*, 110*: Uracca Mergel 111-- ______________ Vandamore Range or woodland site Dry Exposure #235 Clayey Foothills #289 Clayey Foothills 8289 Pinyon -Juniper Stony Foothills #287 Stony Loam 8237 Stony Loam #237 Loamy Slopes 8303 See footnote at end of table. I Total production I I I I Characteristic vegetation ICompo- IKind of year I Dry I Isition (weight I Favorable Normal Unfavorable ILb/acre) I Pct 500 Bluebunch wheatgrass 400 Needleandthread 300 Indian ricegrass Winterfat Fringed sagebrush Favorable 1,200 Normal 900 Unfavorable 600 Favorable 1,200 Normal 900 Unfavorable 600 Favorable 400 Normal 300 Unfavorable 200 Favorable Normal Unfavorable Favorable Normal Unfavorable Favorable Normal Unfavorable Favorable Normal Unfavorable 800 600 400 2,000 1,200 1,000 2,000 1,200 1,000 1,200 900 500 Western wheatgrass Mountain big sagebrush Indian ricegrass Bottlebrush squirreltail Western wheatgrass Mountain big sagebrush Indian ricegrass Bottlebrush squirreltail Bluebunch wheatgrass Indian ricegrass Needleandthread Nevada bluegrass Muttongrass Wyoming big sagebrush Black sagebrush Antelope bitterbrush Western wheatgrass Needleandthread Wyoming big sagebrush Indian ricegrass Bottlebrush squirreltail Utah juniper Bluebunch wheatgrass Saskatoon serviceberry Mountain big sage Indian ricegrass Needlegrass Antelope bitterbrush Bluebunch wheatgrass Saskatoon serviceberry Mountain big sage Muttongrass Indian ricegrass Needlegrass Antelope bitterbrush True mountainmahogany Antelope bitterbrush Beardless wheatgrass Western wheatgrass Prairie junegrass Indian ricegrass Mountain big sage 20 15 15 10 10 40 20 5 5 40 20 5 5 10 10 10 5 5 5 5 5 20 10 10 5 5 5 20 15 10 5 5 5 20 15 10 10 5 5 5 15 15 10 10 10 10 10 Aspen -Gypsum Area, Colorado • • TABLE 8. --RECREATIONAL DEVELOPMENT --Continued Soil name and map symbol 35 Empedrado 36 Empedrado 31 Etoe 38 Evanston 39 Evanston 40, 41 Evanston 42* Fluvaquents 43*: i Forelle Camp areas Moderate: slope. Brownsto 44*: Forelle Severe: slope. Severe: slope. Moderate: dusty. Brownsto Severe: slope. Severe: slope. 95 -------------------- Forsey 46 Forsey Severe: flooding, wetness. Moderate: slope, dusty. 97-------------------- Forsey Moderate: slope, small stones. Severe: slope. Severe: slope. Moderate: large stones. Severe: slope. Severe: slope. See footnote at end of table. Picnic areas 1 1 Playgrounds 1 1 Moderate: Severe: slope. slope. Severe: Severe: slope. slope. Severe: Severe: slope. slope. Moderate: Moderate: dusty. slope, dusty. Severe: Severe: slope. slope. Severe: Severe: slope. slope. Severe: Severe: wetness. wetness. Moderate: slope, dusty. Moderate: slope, small stones. Severe: slope. Severe: slope. Moderate: large stones. Severe: slope. Severe: slope. Severe: slope. Severe: slope, small stones. Severe: slope. Severe: slope, small stones. 177 1 'Paths and trails' Golf fairways 1 1 Severe: large stones, slope, small stones. Severe: large stones, slope, small stones. Severe: large stones, slope, small stones. Slight Moderate: slope. Severe: slope, erodes easily. Moderate: dusty. Moderate: slope, dusty. Severe: slope. Severe: wetness. Moderate: dusty. Slight Moderate: large stones, slope. Severe: slope. Severe: slope. Moderate: slope, dusty. Moderate: slope. Moderate: large stones. Moderate: large stones, slope. Severe: slope. Slight. Severe: slope. Severe: slope. Severe: wetness. Moderate: large stones, slope. Moderate: small stones, droughty, slope. Severe: slope. Severe: slope. Severe: large stones. Severe: large stones, slope. Severe: large stones, slope. 182 TABLE 8. --RECREATIONAL DEVELOPMENT --Continued Soil Survey Soil name and map symbol 1 Camp areas I Picnic areas I I Playgrounds 'Paths and trails) I � I I Golf fairways 102*: Tanna Pinelli 103*: Tanna Pinelli 104*: Torriorthents Camborthids Rock outcrop. 105*: Torriorthents Rock outcrop. '106*: Tridell Brownsto 107*: Uracca Mergel 108*: Uracca Moderate: slope, dusty. Moderate: slope, dusty. Severe: slope. Severe: slope. Severe: slope, depth to rock. Variable Severe: slope, depth to rock. Severe: slope. Severe: slope. Moderate: large stones. Moderate: large stones, dusty. Moderate: slope, large stones. See footnote at end of table. Moderate: slope, dusty. Moderate: slope, dusty. Severe: slope. Severe: slope. Severe: slope, depth to rock. Variable Severe: slope, depth to rock. Severe: slope. Severe: slope. Moderate: large stones. Moderate: large stones, dusty. Moderate: slope, large stones. Severe: slope. Severe: slope. Severe: slope. Severe: slope. Severe: slope, small stones, depth to rock. Variable Severe: slope, small stones, depth to rock. Severe: small stones. Severe: slope, small stones. Severe: large stones. Severe: large stones. Severe: large stones, slope. Moderate: dusty. Moderate: dusty. Moderate: slope, dusty. Moderate: slope, dusty. Severe: slope. Variable Severe: slope. Moderate: large stones. Severe: slope. Moderate: large stones. Moderate: large stones, dusty. Moderate: large stones. Moderate: slope, depth to rock. Moderate: slope. Severe: slope. Severe: slope. Severe: slope, depth to rock. Variable. Severe: slope, depth to rock. Severe: slope. Severe: large stones, slope. Severe: large stones, droughty. Moderate: large stones, droughty. Severe: large stones, droughty. • • 186 Soil Survey A TABLE 9. --WILDLIFE HABITAT --Continued 1 Potential for habitat elements Potential as habitat for -- Soil name and 1 Grain 1 1 Wild 1 1 1 1 I Open- i Wood- 1 1 Range - map 9 map symbol 1 and (Grasses I herba-IConif- 'Shrubs 1 Wet]andlShallow I land I land IWetlandl land 1 seed 1 and 1 ceousl erous 1 I plants I water I wild- 1 wild- 1 wild- I wild - 1 crops 'legumes 1 plantslplants I 1 I areas 1 life I life 1 life 1 life 33*: Earsman Rock outcrop. 39, 35, 36 Empedrado 37 Etoe 38 Evanston 39, 90, 91 Evanston 92* Fluvaquents =1..593*, 99*: Forelie Brownsto 95, 96, 97 Forsey 98 Fughes 99 Goslin 50 Goslin 51, 52 Gothic 53 Gothic 59 Grotte 55*: Gypsum land. Gypsiorthids 56 Ipson 57 Ipson Poor Fair Fair Poor Fair Very Very Poor poor. poor. Poor Poor Fair Fair Very Very Fair poor. poor. Very Very Good Good Good Very Very Poor poor. poor. poor. poor. Poor Poor Fair Fair Poor Very Poor poor. Poor Poor Fair Fair Very Very Poor poor. poor. Poor Poor Fair Fair Fair Poor Poor Poor Fair Fair Very Very Poor poor. poor. Poor Fair Fair Fair Very Very Fair poor. poor. Poor Fair Fair Poor Fair Very Very Fair poor. poor. Poor Poor Good Good Very Very Fair poor. poor. Fair Good Fair Fair Poor Very Fair poor. Poor Poor Fair Fair Very Very Poor poor. poor. Poor Poor Good Fair Very Very Poor poor. poor. Very Very Good Fair Very Very Poor poor. poor. poor. poor. Very Very Fair Poor Fair Very Very poor. poor. poor. poor. Very Very Poor Poor Poor Very poor. poor. poor. Poor Poor Fair Fair Very Very poor. poor. Very Very Fair Fair Very Very poor. poor. poor. poor. See footnote at end of table. Very poor. Poor Poor Fair Poor Fair Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Fair Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Vnry poor. Fair. Very poor. Very poor. Fair. Very poor. Fair. Fair. Poor. Fair. Fair. Fair. Good. Fair. Fair. Fair. Fair. poor• Fair• Fair• • • Aspen -Gypsum Area, Colorado 189 Soil name and map symbol TABLE 9. --WILDLIFE HABITAT --Continued Potential for habitat elements 1 Potential as habitat for -- 1 Grain 1 I Wild 1 1 1 1 I Open- 1 Wood- 1 1 Range - 1 and 'Grasses I herba-1Conif- 'Shrubs 1 Wetland'Shallow 1 land 1 land 'Wetland' land 1 seed 1 and 1 ceousl erous 1 1 plants 1 water 1 wild- 1 wild- 1 wild- 1 wild- ! crops 'legumes 1 plantslplants 1 1 1 areas 1 life 1 life 1 life 1 life 101*: Pinelli 102*: Tanna Pinelli 103*: Tanna Pinelli 104*: Torriorthents Camborthids Rock outcrop. 105*: Torriorthents Rock outcrop. 106*: Tridell Brownsto 107*: Uracca Merge l 108*, 109* 110*: Uracca Merge 1 Poor Fair Poor Poor Poor Poor Poor Poor Very poor. Very poor. Very poor. Poor Very poor. Poor 111----- --- ------- Very Vandamore poor. 112_ - ---- ---------- Very Woodhall poor. Poor Fair Poor Poor Poor Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Fair Very poor. Fair Very poor. Very poor. See footnote at end of table. Fair Fair Fair Fair Fair Fair Fair Fair Fair Fair Fair Poor Fair Poor Fair Poor Poor Very Poor poor. Fair Poor Fair Poor Poor Fair Fair Fair Poor Poor Fair Fair Fair Fair Fair Fair Poor Fair Poor Very poor. Very poor. Very poor. Very poor. Poor Poor Poor Very poor. Very poor. Poor Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Poor Fair Poor Poor Poor Poor Poor Poor Very poor. Poor Very poor. Fair Very poor. Fair Poor Poor Poor Poor Fair Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Poor Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Very poor. Fair. Fair. Fair. Fair. Fair. Fair. Poor. Fair. Poor. Fair. Poor. Fair. Poor. Fair. Fair. Fair. 194 • • Soil Survey TABLE 10.--BUlLD1NG SITE DEVELOPMENT --Continued Soil name and I map symbol Shallow 1 Dwellings excavations I without I basements Dwellings with basements Small commercial buildings Local roads I and streets I Lawns and landscaping 34 Empedrado 35 Empedrado 36 Empedrado 37 Etoe 38 Evanston 39, 40, 41 Evanston 42* Fluvaquents —>43*: Forelle Brownsto 44*: Forel le Brownsto 45 Forsey 46, 47 Forsey 48 Slight Moderate: slope. Severe: slope. Fughes 49 Goslin 50 Severe: slope. Slight Goslin Severe: slope. Severe: cutbanks cave, wetness. Moderate: slope. Severe: cutbanks cave. Severe: slope. Severe: cutbanks cave, slope. Moderate: large stones. Severe: slope. Moderate: too clayey. Slight Slight Slight Moderate: slope. Moderate: Moderate: Severe: slope. slope. slope. Severe: Severe: Severe: slope. slope. slope. Severe: Severe: Severe: slope. slope. slope. Slight Slight Slight Severe: slope. See footnote at end of table. Severe: Severe: Severe: slope. slope. slope. Severe: Severe: flooding, flooding, wetness. wetness. Severe: flooding, wetness. Moderate: Moderate: Severe: slope. slope. slope. Moderate: Moderate: Severe: slope. slope. slope. Severe: slope. Severe: slope. Moderate: large stones. Severe: slope. Severe: shrink -swell. Slight Severe: slope. Severe: slope. Severe: slope. Moderate: large stones. Severe: slope. Severe: shrink -swell. Slight Severe: slope. Severe: slope. Severe: slope. Moderate: slope, large stones. Severe: slope. Severe: shrink -swell. Moderate: slope. Severe: slope. Moderate: frost action. Moderate: slope, frost action. Severe: slope. Severe: slope. Slight Severe: slope. Severe: wetness, flooding, frost action. Moderate: slope. Moderate: slope. Severe: slope. Severe: slope. Moderate: frost action, large stones. Severe: slope. Moderate: large stones. Moderate: large stones, slope. Severe: shrink -swell, low strength. Slight Severe: slope. Severe: slope. Slight. Severe: slope. Severe: wetness. Moderate: large stones, slope. Moderate: small stones, droughty, slope. Severe: slope. Severe: slope. Severe: slope. Severe: large stones. Severe: large stones, slope. Moderate: large stones. Slight. Severe: slope. 198 • TABLE 10. --BUILDING SITE DEVELOPMENT --Continued Soil Survey Soil name and map symbol 1 Shallow excavations Dwellings without basements Dwellings with basements Small commercial buildings Local roads I and streets I Lawns and landscaping 100*: Starley Starman 101*: Tanna Pinelli 102*: Tanna Pinelli 103*: Tanna Pinelli 104*: Torriorthents---- Camborthids Rock outcrop. Severe: depth to rock. 105*: Torriorthents---- Rock outcrop. 106*: Tridell Severe: depth to rock. Moderate: depth to rock, too clayey. Moderate: too clayey. Moderate: depth to rock, too clayey, slope. Moderate: too clayey, slope. Severe: depth to rock. Severe: depth to rock. Severe: shrink -swell. Moderate: shrink -swell. Severe: shrink -swell. Moderate: shrink -swell, slope. 1 Severe: 'Severe: depth to rock.I slope, I depth to rock. Severe: 'Severe: depth to rock.I slope, 1 depth to rock. Severe: 'Severe: shrink -swell. I shrink -swell. Moderate: 'Moderate: shrink -swell. I shrink -swell. Severe: !Severe: shrink -swell. I shrink -swell, I slope. 1Severe: I slope. Moderate: slope, shrink -swell. Severe: depth to rock. Severe: depth to rock. Severe: shrink -swell, low strength. Moderate: shrink -swell, low strength. Severe: Severe: Severe: Severe: slope. shrink -swell, slope, 1 shrink -swell, slope. shrink -swell. 1 slope. Severe: Severe: Severe: 'Severe: slope. slope. slope. I slope. Severe: Severe: Severe: 'Severe: depth to rock, slope, depth to rock,1 slope, slope. depth to rock. slope. I depth to rock. Variable Variable Variable 'Variable Severe: Severe: Severe: 'Severe: depth to rock, slope, depth to rock,1 slope, slope. depth to rock. slope. 1 depth to rock. 1 Severe: Severe: !Severe: cutbanks cave, slope. I slope. slope. 1 1 See footnote at end of table. Severe: slope. Severe: shrink -swell, low strength. Moderate: shrink -swell, low strength, slope. Severe: shrink -swell, low strength, slope. Severe: slope. Severe: small stones, depth to rock. Severe: small stones, depth to rock. Moderate: depth to rock. Severe: depth to rock, slope. Variable Slight. Moderate: slope, depth to rock. Severe: depth to rock, slope. Severe: slope. Moderate: slope. Severe: slope. Severe: slope. Severe: slope, depth to rock. Variable. open-( Severe: slope, depth to rock. Severe: slope. Solt mac 106*: Brown 101" : Urac' mac 108* Ura Me 10' U 204 TABLE ]1. --SANITARY FACIL]T1ES--Continued Soil name and map symbol Septic tank absorption fields Sewage lagoon I areas Trench sanitary landfill Soil Survey Area I Daily cover sanitary 1 for landfill landfill 29*, 30*: Rock outcrop. 3] Dotsero 32 Dotsero 33*: Earsman Rock outcrop. 34 Empedrado 35 Empedrado 36 Empedrado 37 Et oe 38 Evanston 39, 40, 41 Evanston 92* Fluvaquents �43*: Forelle Brownsto 44*: Forelle Brownsto Severe: slope. Slight Severe: depth to rock, slope. Slight Moderate: slope. Severe: slope. Severe: slope. Moderate: percs slowly. Severe: slope. Severe: flooding, wetness, poor filter. Moderate: percs slowly, slope. Moderate: slope. Severe: slope. Severe: slope. See footnote at end of table. Severe: seepage, slope. Severe: seepage. Severe: seepage, depth to rock, slope. Severe: seepage. Severe: seepage, slope. Severe: seepage, slope. Severe: slope. Moderate: seepage, slope. Severe: slope. Severe: seepage, flooding. Severe: slope. Severe: seepage, slope. Severe: slope. Severe: seepage, slope. Severe: seepage, slope. Severe: seepage. Severe: depth to rock, slope. •Severe: seepage. Severe: seepage. Severe: seepage, slope. Severe: slope, large stones. Slight Severe: slope. Severe: flooding, seepage, wetness. Moderate: slope. Moderate: slope, too sandy. Severe: slope. Severe: slope. Severe: seepage, slope. Severe: seepage. Severe: depth to rock, slope. Severe: seepage. Severe: seepage. Severe: seepage, slope. Severe: slope. Slight Severe: slope. Severe: flooding, seepage, wetness. Moderate: slope. Moderate: slope. Severe: slope. Severe: slope. Poor: slope. Fair: small stones. Poor: area reclaim, small stones, slope. Fair: small stones. Fair: small stones, slope. Poor: slope. Poor: large stones, slope. Good. Poor: slope. Poor: seepage, too sandy, small stones. Fair: slope. Poor: small stones. Poor: slope. Poor: small stones, slope. • • Aspen -Gypsum Area, Colorado 209 TABLE 11. --SANITARY FACILITIES --Continued 1 Soil name and 1 Septic tank absorption I fields map symbol 1 Sewage lagoon I areas Trench sanitary landfill Area 1 Daily cover sanitary 1 for landfill landfill 103*: Pinelli 104*: Torriorthents Camborthids Rock outcrop. 105*: Torriorthents Rock outcrop. --f 106*: Tridell Brownsto 107*: Uracca Mergel 108*: Uracca Mengel 109*, 110*: Uracca Mergel Severe: percs slowly, slope. Severe: depth to rock, slope. Variable Severe: depth to rock, slope. Severe: poor filter, slope. Severe: slope. Severe: poor filter, large stones. Severe: large stones. Severe: poor filter, large stones. Severe: large stones. Severe: poor filter, slope, large stones. Severe: slope, large stones. See footnote at end of table. Severe: slope. Severe: depth to rock, slope. Variable Severe: depth to rock, slope. Severe: seepage, slope, large stones. Severe: seepage, slope, large stones. Severe: seepage, large stones. Severe: large stones. Severe: seepage, slope, large stones. Severe: slope, large stones. Severe: seepage, slope, large stones. Severe: slope, large stones. Severe: slope. Severe: depth to rock, slope. Variable Severe: depth to rock, slope. Severe: slope, large stones. Severe: slope. Severe: seepage, large stones. Severe: large stones. Severe: seepage, large stones. Severe: large stones. Severe: seepage, slope, large stones. Severe: slope, large stones. Severe: slope. Severe: slope. Variable Severe: slope. Severe: slope. Severe: slope. Severe: seepage. Slight Severe: seepage. Moderate: slope. Severe: seepage, slope. Severe: slope. Poor: slope. Poor: depth to rock, small stones, slope. Variable. Poor: depth to rock, small stones, slope. Poor: slope. Poor: small stones, slope. Poor: seepage, large stones. Poor: large stones. Poor: seepage, large stones. Poor: large stones. Poor: seepage, large stones, slope. Poor: large stones, slope. • • Aspen -Gypsum Area, Colorado 215 TABLE 12. --CONSTRUCTION MATERIALS --Continued I I Soil name and 1 Roadfill Sand Gravel map symbol I I I I Topsoil 30*: Dollard Rock outcrop. 31 Dotsero 32 Dotsero 33*: Earsman Rock outcrop. 34, 35 Empedrado 36 Empedrado 37 Etoe 38 Evanston 39 Evanston 40, 91 Evanston 42 * Fluvaquents 43*: rorelle Browns to 44*• Forelle Poor: area reclaim, slope. Fair: slope. Good Poor: area reclaim, slope. Good Fair: slope. Poor: slope. Good Fair: slope. Poor: slope. Poor: wetness. Good Good Fair: slope. See footnote at end of table. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines, large stones. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Probable Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines, large stones. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Probable Poor: slope. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Poor: small stones, slope. Poor: small stones. Poor: area reclaim, small stones, slope. Poor: small stones. Poor: small stones, slope. Poor: small stones, area reclaim, slope. Good. Poor: slope. Poor: slope. Poor: too sandy, small stones, area reclaim. Fair: too clayey, small stones, slope. Poor: small stones, area reclaim. Poor: slope. Aspen -Gypsum Area, Colorado 221 TABLE 12. --CONSTRUCTION MATERIALS --Continued I I I Soil name and I Roadfill 1 Sand Gravel I Topsoil map symbol 1 1 I I I 105*: Torriorthents Rock outcrop. 06*: Tridell Brownsto 107*, 108*: Uracca Mergel 109*: Uracca Merge' 110*: Uracca Mergel 111 Vandamo re 112 Woodhall 113-- _________________ Woosley Poor: depth to rock, slope. Poor: slope. Poor: slope. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Improbable: excess fines. Poor: Improbable: Improbable: large stones. large stones. large stones. Poor: Improbable: Improbable: large stones. excess fines, excess fines, large stones. large stones. Poor: Improbable: Improbable: large stones. large stones. large stones. Poor: Improbable: Improbable: large stones. excess fines, excess fines, large stones. large stones. Poor: Improbable: large stones, large stones. slope. Poor: Improbable: large stones, excess fines, slope. large stones. Poor: Improbable: area reclaim, excess fines. slope. Poor: Improbable: area reclaim, excess fines, large stones, large stones. slope. Poor: Improbable: depth to rock, excess fines. low strength. See footnote at end of table. Improbable: large stones. Improbable: excess fines, large stones. Improbable: excess fines. Improbable: excess fines, large stones. Improbable: excess fines. Poor: depth to rock, small stones, slope. Poor: small stones, slope. Poor: small stones, area reclaim, slope. Poor: large stones, area reclaim. Poor: large stones, area reclaim. Poor: large stones, area reclaim, slope. Poor: large stones, area reclaim, slope. Poor: large stones, area reclaim, slope. Poor: large stones, area reclaim, slope. Poor: small stones, slope. Poor: large stones, slope. Poor: small stones, slope. Aspen -Gypsum Area, Colorado 225 TABLE 13. --WATER MANAGEMENT --Continued Soil name and I map symbol 1 Limitations for -- Features affecting -- Pond reservoir I Embankments, I I dikes, and I areas I levees Drainage 1 Irrigation I Terraces and 1 diversions 26*, 27*, 28*: Dahlquist Southace 29*, 30*: Dollard Rock outcrop. 31 Dotsero 32 Dotsero 33*: Earsman Rock outcrop. 34 Empedrado 35, 36 Empedrado 37 Etoe 8 - Evanston 9, 40, 41 Evanston 2* Fluvaquents 43*, 44*: Forelle 8rownsto See footnote Severe: seepage, slope. Severe: seepage, slope. Severe: slope. Severe: seepage, slope. Severe: seepage. Severe: depth to rock, slope. Severe: seepage. Severe: seepage, slope. Severe: slope. Moderate: seepage, slope. Severe: slope. Severe: seepage. Severe: slope. Severe: seepage, slope. at end of table. Severe: seepage, large stones. Severe: seepage, large stones. Severe: thin layer. Severe: seepage. Moderate: seepage. Severe: thin layer. Severe: piping. Severe: piping. Severe: large stones. Severe: piping. Severe: piping. Severe: seepage, wetness. Severe: piping. Severe: seepage. Deep to water Deep to water Deep to water Deep to water Deep to water Deep to water Deep to water Deep to water Deep to water Deep to water Deep to water Flooding, large stones, frost action. Deep to water Deep to water Slope, large stones, droughty. Slope, large stones, droughty. Peres slowly, depth to rock. Droughty, slope. Droughty, slope. Droughty, depth to rock, slope. Slope Slope Slope, large stones, erodes easily. Slope Slope Slope, wetness, droughty. Slope Slope, droughty, soil blowing. Slope, large stones, too sandy. Slope, large stones, too sandy. Slope, depth to rock, erodes easily. Slope Favorable Slope, large stones, depth to rock. Favorable Slope Slope, large stones, erodes easily. Erodes easily Slope, erodes easily. Large stones, wetness. Slope, erodes easily. Slope, too sandy, soil blowing. Grassed waterways Too arid, large stones, slope. Too arid, large stones, slope. Slope, erodes easily, depth to rock. Slope, droughty. Droughty. Large stones, slope, droughty. Favorable. Slope. Large stones, slope, erodes easily. Too arid, erodes easily. Too arid, slope, erodes easily. Large stones, wetness. Too arid, slope, erodes easily. Too arid, slope, droughty. Aspen -Gypsum Area, Colorado 1 Soil name and I map symbol 1 229 TABLE 13. --WATER MANAGEMENT --Continued Limitations for -- Pond reservoir areas Features affecting -- I Embankments, I I dikes, and I Drainage I levees I Terraces Irrigation 1 and I diversions 102*, 103*: Tanna Pinelli 104*: Torriorthents---- Camborthids Rock outcrop. 105*: Torriorthents---- Rock outcrop. 106*: Tride l l Brownsto 107*: Uracca Merge l 108*, 109*, 110*: Uracca Mrgel 111' ______________ Wandamo re 112''---- - ----- Woodhall 113,--- WOpsley- ------ Severe: slope. Severe: slope. Severe: depth to rock, slope. Variable Severe: depth to rock, slope. Severe: seepage, slope. Severe: seepage, slope. Severe: seepage. Moderate: seepage, slope. Severe: seepage, slope. Severe: slope. Severe: seepage, slope. Severe: slope. Severe: slope. See footnote at end of table. Severe: thin layer. Severe: piping. Severe: piping. Variable Severe: piping. Severe: large stones. Severe: seepage, large stones. Severe: seepage, large stones. Severe: piping, large stones. Severe: seepage, large stones. Severe: piping, large stones. Severe: seepage. Severe: piping, large stones. Severe: slope. Deep to water Deep to water Deep to water Variable Deep to water Deep to water Deep to water Deep to water Deep to water Deep to water Deep to water Deep to water Deep to water Deep to water Slope, percs slowly, depth to rock. Slope Slope, droughty, depth to rock. Variable Slope, droughty, depth to rock. Large stones, droughty, slope. Slope, large stones. Large stones, droughty, slope. Large stones, droughty, slope. Large stones, droughty, slope. Large stones, droughty, slope. Droughty, depth to rock, slope. Large stones, depth tc rock, slope. Depth to rock, slope. Slope, depth to rock, erodes easily. Slope, erodes easily. Slope, large stones, depth to rock. Variable Slope, large stones, depth to rock. Slope, large stones. Slope, large stones. Large stones --- Large stones --- Slope, large stones. Slope, large stones. Slope, large stones, depth to rock. Slope, large stones, depth to rock. Slope, depth to rock. Grassed waterways Too arid, slope, erodes easily. Too arid, slope, erodes easily. Too arid, large stones, slope. Variable. Too arid, large stones, slope. Too arid, large stones, slope. Too arid, large stones, slope. Large stones, droughty. Large stones, droughty. Large stones, slope, droughty. Large stones, slope, droughty. Large stones, slope, droughty. Large stones, slope, depth to rock. Slope, depth to rock. 236 • • TABLE 19. --ENGINEERING INDEX PROPERTIES --Continued Soil name and map symbol 1 1 IDepthl I I I I USDA texture 1 Classification IFrag- 1 1 Unified 1 Iments AASHTO 1 > 3 finches Percentage passing sieve number -- 10 90 37 Etoe 38, 39 Evanston 40, 41 Evanston 42* Fluvaquents 93*, 44*: Forel le Br ownsto 95, 46, 47 Forsey 1 In 0-8 8-24 24-60 0-14 19-31 31-60 0-12 12-25 25-60 0-10 10-29 24-60 0-6 6-30 30-60 0-4 9-11 11-30 30-60 0-10 10-22 22-60 Loam Stratified very cobbly fine sandy loam to extremely cobbly sandy clay loam. Extremely cobbly sandy clay loam, extremely stony sandy clay loam, extremely stony loam. Loam Loam, clay loam Loam Loam Loam, clay loam Loam Variable Stratified clay to gravelly sand. Very gravelly sand, gravelly sand. Loam Clay loam, loam, sandy clay loam. Loam, sandy clay loam, clay loam. Gravelly sandy loam. Gravelly loam ---- Very gravelly sandy loam. Gravelly sandy loam, very gravelly loamy sand, very gravelly sandy loam. Cobbly loam Very cobbly loam, very cobbly clay loam. Very cobbly sandy loam, very cobbly loam, very cobbly sandy clay loam. See footnote at end of table. 1 CL -ML SM -SC, GM -GC GC, GP -GC ML CL CL -ML ML CL CL -ML SM, ML, CL, SC SM, ML, CL, CL -ML GP, SP, SP -SM, GP -GM A-9 A-2 A-2 A-9 A-6 A-9 A-4 A-6 A-9 A-2, A-4, A-6 A-2, A-4, A-6 A-1 CL -ML, ML A-4 CL A-6 CL -ML, CL A-4, A-6 SM, GM, A-2 SM -SC, GM -GC SM -SC, A-4 GM -GC GM, GM -GC A-1, A-2 SM, GM A-2, A-1 SM -SC, CL -ML GM -GC, GC GM, GM -GC, SM -SC, SM A-9 A-4, A-6 A-1, A-2 Pct 0-10 30-60 40-80 0 0 0 0 0 0 0-10 0-20 85-100 50-75 25-35 95-100 95-100 95-100 95-100 95-100 95-100 90-95 65-85 1D-30 110-80 0-10 0-10 0-10 0-5 0-5 0-5 0-5 20-35 30-50 35-50 85-100 85-100 85-100 60-80 60-80 50-60 40-80 75-90 50-65 50-70 80-100 45-70 15-3D 95-100 95-100 95-100 95-100 95-100 95-100 85-95 60-80 30-70 85-100 85-100 85-100 50-75 50-75 40-50 35-75 70-85 45-60 45-65 70-95 40-55 10-25 70-85 70-90 65-85 70-85 70-90 65-85 55-65 45-70 10-25 75-100 80-100 75-100 40-55 40-60 30-90 25-55 60-75 90-60 30-55 1 I limit 1 ticity 1 200 I I index 1 Pct I 1 1 (Liquid 1 Plas- 50-70 30-35 5-15 20-30 20-30 30-35 5-10 5-10 10-15 50-70 30-35 5-10 50-70 25-35 10-15 50-60 20-30 5-10 50-70 30-35 5-10 50-70 25-35 10-15 50-60 20-30 5-10 20-60 15-30 NP -15 30-60 25-35 NP -15 0-10 NP 55-75 50-80 55-75 25-35 35-50 15-25 10-35 95-60 35-50 15-35 25-35 5-10 25-35 10-15 25-35 5-15 20-30 NP -10 25-30 5-10 20-30 NP -10 NP 25-30 25-35 20-30 5-10 5-15 NP -10 242 • • TABLE 19. --ENGINEERING INDEX PROPERTIES --Continued Soil Survey I I I Classification IFrag- I Percentage passing I I Soil name and 'Depth' USDA texture I 1 Invents 1 sieve number-- ILiquid I Plas- map symbol I I 1 Unified 1 AASHTO I> 3 I I I I i limit I ticit I I I I linchesl 9 i 10 1 90 2001 I I indexy I In I 1 I I Pct 104*: Torriorthents--- Camborthids Rock outcrop. 105*: Torriorthents--- Rock outcrop. 106*: Tridell Brownsto 0-9 9-30 30 0-9 9-30 30 0-9 9-30 30 0-2 2-37 37-60 0-11 11-30 30-60 Variable Fine sandy loam, loam, clay loam. Unweathered bedrock. Variable Loam, clay loam Unweathered bedrock. Variable Fine sandy loam, loam, clay loam. Unweathered bedrock. Stony sandy loam Very cobbly fine sandy loam, extremely gravelly sandy loam, very stony fine sandy loam. Very gravelly sand, extremely gravelly sand, extremely cobbly sand. Stony sandy loam Very gravelly sandy loam, very cobbly sandy loam. Very gravelly loamy sand, gravelly sandy loam, very gravelly sandy loam. See footnote at end of table. ML, SM, CL, SC SM, CL, CL -ML, SM -SC ML, CL, CL -ML ML, SM, CL, SC SM, CL, CL -ML, SM -SC CL -ML, SM -SC GM, GM -GC GP A-2, A-4 A-2, A-4, A-6 A-9, A-6 A-2, A-4 A-2, A-4, A-6 A-4, A-2 A-1, A-2 A-1 GM -GC, A-4, A-2 SM -SC GM A-1 GM, SM, A-1 GP -GM, SP -SM 0-20 0-20 5-90 0-5 0-20 0-20 20-30 35-50 30-95 65-90 65-95 100 65-90 65-95 75-95 95-55 35-95 60-85 60-90 75-100 60-85 60-90 70-90 90-50 30-90 35-75 50-80 55-90 35-75 50-80 60-80 30-90 20-30 25-60 25-70 50-80 25-60 25-7D 30-60 15-30 0-5 30-45 60-70 55-65 45-55 25-45 15-35 50-60 45-55 25-35 15-25 10-20 50-65 45-60 25-35 10-20 I Pct I 20-35 15-35 25-90 20-35 15-35 20-30 15-30 25-30 NP -15 NP -20 5-20 NP -15 NP -20 5-10 NP -10 NP 5-10 NP NF 248 • • TABLE 15. --PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS --Continued I I I Soil name and IDepthlClay I Moist map symbol 1 1 4{1 Soil Survey I I I I Permea- (Available' I 1 bulk 1 I I density 1 I I I Erosion1Wind I Soil ISalinityl Shrink- I factorsIerodi-(Organic bility I water (reaction' 1 swell I 1 Ibilityl matter 'capacity 1 1 (potential I K I T (group 1 26*, 27*, 28*: Dahlquist Southace 29*, 30*: Dollard Rock outcrop. 31 Dotsero 32 Dotsero 33*: Earsman Rock outcrop. 34, 35, 36 Empedrado 37 Etoe 38, 39 Evanston 40, 41 Evanston 42* Fluvaquents 43*, 44*: Forelle Brownsto I In I Pct I g/cc 0-6 6-13 13-60 0-10 10-22 22-60 0-4 4-33 33 0-31 31-41 41-60 0-7 7-41 41-60 0-5 5-19 19 0-5 5-40 40-60 0-8 8-24 24-60 0-14 14-31 31-60 0-12 12-25 25-60 0-10 10-24 24-60 0-6 6-30 30-60 0-4 4-11 11-30 30-60 12-20 20-35 7-20 5-20 5-20 2-15 35-40 35-50 10-18 10-18 15-25 10-18 10-18 15-25 10-20 5-18 15-27 20-35 15-30 10-23 10-20 20-25 15-27 18-35 18-27 15-27 18-35 18-27 4-30 10-35 0-5 15-27 18-35 18-30 10-20 15-20 15-20 5-15 1.25-1.35 1.25-1.40 1.25-1.45 1.40-1.50 1.45-1.55 1.60-1.70 1.20-1.30 1.30-1.40 1.30-1.40 1.40-1.50 1.40-1.50 1.30-1.40 1.40-1.50 1.40-1.50 1.40-1.55 1.40-1.55 1.35-1.45 1.40-1.55 1.40-1.55 1.35-1.45 1.40-1.50 1.45-1.55 1.25-1.35 1.35-1.45 1.35-1.45 1.25-1.35 1.35-1.45 1.35-1.45 1.20-1.50 1.40-1.60 1.60-1.70 1.15-1.25 1.25-1.35 1.25-1.35 1.35-1.45 1.25-1.35 1.35-1.45 1.35-1.45 See footnote at end of table. In/hr 1 In/in 1 pH Immhos/cm 2.0-6.0 0.6-2.0 >6.0 2.0-6.0 2.0-6.0 >20 0.06-0.2 0.06-0.2 2.0-6.0 2.0-6.0 2.0-6.0 2.0-6.0 2.0-6.0 2.0-6.0 2.0-6.0 2.0-6.0 0.6-2.0 0.6-2.0 2.0-6.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-20 0.6-2.0 >20 0.6-2.0 0.6-2.0 0.6-2.0 2.0-6.0 0.6-2.0 2.0-6.0 2.0-6.0 0.06-0.10 0.06-0.11 0.03-0.05 0.08-0.10 0.04-0.06 0.02-0.04 0.17-0.19 0.13-0.18 0.08-0.10 0.07-0.09 0.11-0.18 0.10-0.14 0.07-0.09 0.11-0.18 0.06-0.09 0.04-0.09 0.16-0.18 0.19-0.21 0.11-0.13 0.16-0.18 0.10-0.14 0.05-0.11 0.15-0.18 0.16-0.20 0.16-0.18 0.15-0.18 0.16-0.20 0.16-0.18 0.07-0.16 0.10-0.18 0.04-0.09 0.16-0.18 0.16-0.21 0.16-0.18 0.08-0.10 0.11-0.13 0.06-0.08 0.05-0.10 6.6-7.8 6.6-7.8 7.9-9.0 7.9-8.4 7.9-8.4 7.9-8.4 7.4-8.4 7.9-9.0 6.6-8.4 7.9-8.4 7.9-8.4 6.6-8.4 7.9-8.4 7.9-8.4 7.4-8.4 7.4-9.0 6.6-7.3 6.6-7.8 7.9-8.4 6.1-7.3 6.1-6.5 6.1-7.3 6.1-7.8 6.6-8.4 7.9-9.0 6.1-7.8 6.6-8.4 7.9-9.0 7.4-8.4 7.4-8.4 7.4-8.4 6.6-8.4 6.6-8.4 7.9-9.0 7.4-8.4 7.4-8.4 7.4-8.4 7.4-8.4 <2 Low <2 Low <2 Low <2 Low <2 Low <2 Low <2 High <2 High <2 Low <2 Low <2 Low <2 Low <2 Low <2 Low <2 Low <4 Low <2 Low <2 Moderate <2 Low <2 Low <2 Low <2 Low <2 Low <2 Moderate <2 Low <2 Low <2 Moderate <2 Low <8 Low <8 Low <2 Low <2 Low <2 Moderate <2 Low <2 Low <2 Low <2 Low <2 Low I I I Pct 0.05 5 8 1-3 0.02 0.02 0.10 2 3 1-3 0.02 0.02 0.37 2 4L 1-2 0.37 0.10 5 5 3-6 0.20 0.24 0.20 5 5 3-6 0.20 0.24 0.17 1 5 <1 0.10 0.24 5 5 2-4 0.24 0.17 0.37 5 5 1-3 0.15 0.15 0.28 5 5 2-4 0.37 0.37 0.28 5 5 2-4 0.37 0.37 0.20 5 3 <1 0.28 0.05 0.32 5 5 .5-1 0.37 0.37 0.10 5 3 1-2 0.20 0.05 0.10 Aspen -Gypsum Area, Colorado 251 TABLE 15. --PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS --Continued Soil name and map symbol 93 Rogert 94*, 95*: Showalter Morval 96, 97, 98, 99--- Southace 100*: Starley Starman 101*, 102*, 103*: Tanna Pinelli 104*: Torriorthents--- Camborthids Rock outcrop. I 1 1 I 1 I 1 IDepthlClay I Moist I Permea- IAvailablel Soil ISalinityl Shrink - 1 1 1 bulk I bility I water 'reaction) 1 swell I I I density I 'capacity 1 1 (potential 1 In I Pct I g/cc I In/hr I In/in I pH Immhos/cml 105*: Torriorthents--- Rock outcrop. 106*: Tridell 0-6 6-17 17 0-8 8-39 39-60 0-7 7-23 23-60 0-3 3-14 14-60 0-8 8-19 19 0-6 6-16 16 0-3 3-13 13-31 31 0-7 7-22 22-60 0-4 4-30 30 0-4 4-30 30 0-4 4-30 30 0-2 2-37 37-60 5-15 5-18 20-25 35-45 20-30 15-27 25-35 25-35 10-20 15-25 10-27 18-27 18-35 15-23 20-27 20-27 35-45 35-45 18-27 35-50 18-35 10-30 5-35 20-35 10-30 5-35 10-15 5-15 0-5 1.30-1.40 1.40-1.50 1.30-1.35 1.15-1.20 1.25-1.30 1.30-1.40 1.40-1.50 1.40-1.50 1.25-1.35 1.45-1.55 1.40-1.50 1.25-1.35 1.25-1.35 1.25-1.35 1.35-1.45 1.15-1.25 1.20-1.30 1.20-1.30 1.15-1.25 1.15-1.30 1.20-1.35 1.20-1.30 1.30-1.50 1.40-1.50 1.20-1.30 1.30-1.50 1.25-1.35 1.35-1.55 1.35-1.55 See footnote at end of table. 2.0-6.0 >6.0 0.6-2.0 0.06-0.2 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 2.0-6.0 0.6-2.0 2.0-6.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.2-0.6 0.06-0.2 0.06-0.2 0.6-2.0 0.2-0.6 0.2-0.6 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 2.0-6.0 6.0-20 0.05-0.07 0.05-0.07 0.08-0.12 0.10-0.12 0.08-0.13 0.14-0.17 0.14-0.21 0.08-0.18 0.07-0.10 0.09-0.12 0.03-0.7 0.08-0.10 0.08-0.10 0.09-0.11 0.09-0.11 0.16-0.18 0.15-0.17 0.15-0.17 0.16-0.18 0.19-0.21 0.19-0.21 0.06-0.10 0.10-0.18 0.12-0.16 0.06-0.10 0.10-0.18 0.11-0.13 0.06-0.10 0.06-0.10 6.1-7.8 6.1-7.8 6.6-7.8 6.6-7.8 7.4-8.4 7.4-8.4 7.4-8.4 7.4-8.4 7.4-8.4 7.4-8.4 7.9-9.0 6.6-7.8 7.4-8.4 7.4-9.0 7.4-9.0 6.6-7.8 6.6-7.8 7.4-8.4 6.6-7.8 6.6-8.4 7.9-9.0 6.1-8.4 6.1-8.4 6.1-8.4 6.1-8.4 6.1-8.4 6.1-8.4 7.4-8.4 7.9-9.0 7.9-9.0 <2 <2 <2 <2 <2 <2 <4 <4 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <4 <2 <2 <2 <2 <2 <2 <2 <2 <2 Low Low Low Moderate Low Low Moderate Moderate Low Low Low Low Low Low Low Low High High Low Moderate Moderate Low Moderate Erosion1Wind I factorslerodi-(Organic I Ibilityl matter K I T (group I 1 I Pct 0.10 1 8 2-4 Low 0.05 Low Low Low 0.10 0.05 0.15 0.37 0.37 0.28 0.10 0.10 0.10 0.05 0.10 0.05 0.05 0.28 0.32 0.37 0.32 0.37 0.37 0.28 0.32 0.28 0.28 0.32 0.15 0.10 0.02 3 5 5 1 1 2 5 1 1 3 8 4 3 8 7 6 6 7 7 8 2-3 1-2 1-3 2-4 1-2 2-4 1-2 <1 <1 <1 1-4 252 Soil Survey Soil name and map symbol TABLE 15. --PHYSICAL 1 1 IDepthlClay 1 1 1 1 I Moist 1 bulk 1 density AND CHEMICAL PROPERTIES OF THE SOILS --Continued Permea- 1 bility 1 1 'Available' Soil 'Salinity' Shrink - I water 'reaction' I swell 'capacity I 1 'potential ErosionIWind 1 I factorslerodi-'Organic I 1 Ibilityl matter i K 1 T 'group 1 1 Pct 3 8 1-2 0.10 2 5 1-3 0.17 0.10 106*: Brownsto 107*, 108*: Uracca Mergel 109*, 110*: Uracca Mergel 111 Vandamore 112 Woodhal1 113 Woos ley 114, 115, 116---- Yamo 117*: Yeljack Callings 118 Youga 119 Zillman I In 1 Pct 1 g/cc 0-11 11-30 30-60 0-8 8-15 15-60 0-8 8-20 20-60 0-6 6-12 12-60 0-7 7-18 18-60 0-7 7-27 27 0-5 5-25 25 0-4 4-25 25 0-8 8-14 14-60 0-10 10-32 32-60 0-6 6-12 12-34 34-60 0-12 12-28 28-60 0-5 5-12 12-24 24-60 15-20 15-20 5-10 5-15 18-35 0-5 10-25 18-25 18-25 5-15 18-35 0-5 10-25 18-25 18-25 10-15 6-25 15-25 20-35 18-25 28-35 15-25 20-30 20-30 15-20 27-30 30-35 14-18 10-15 35-45 25-30 15-27 20-35 20-35 10-25 5-18 20-35 18-30 1.25-1.30 1.25-1.30 1.45-1.55 1.40-1.50 1.30-1.40 1.55-1.65 1.30-1.35 1.35-1.45 1.35-1.50 1.40-1.50 1.30-1.40 1.55-1.65 1.30-1.35 1.35-1.45 1.35-1.50 1.40-1.45 1.35-1.45 1.25-1.35 1.35-1.45 1.05-1.25 1.15-1.35 1.35-1.40 1.35-1.40 1.40-1.45 1.15-1.25 1.20-1.30 1.20-1.30 I In/hr 1 In/in I 0.94-0.98 1.00-1.02 1.05-1.07 1.10-1.15 1.35-1.45 1.35-1.45 1.35-1.45 1.35-1.40 1.45-1.50 1.35-1.40 1.35-1.40 0.6-2.0 0.6-2.0 2.0-6.0 2.0-6.0 2.0-6.0 6.0-20 0.6-2.0 0.6-2.0 0.6-2.0 2.0-6.0 2.0-6.0 6.0-20 0.6-2.0 0.6-2.0 0.6-2.0 2.0-6.0 2.0-6.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.2-0.6 0.2-0.6 0.6-2.0 0.6-2.0 0.06-0.2 0.2-0.6 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 2.0-6.0 0.6-2.0 0.6-2.0 0.09-0.10 0.11-0.12 0.04-0.09 0.08-0.11 0.06-0.08 0.04-0.05 0.12-0.14 0.06-0.08 0.04-0.06 0.08-0.11 0.06-0.08 0.04-0.65 0.12-0.14 0.06-0.08 0.04-0.06 0.08-0.11 0.06-0.08 0.10-0.14 0.10-0.14 0.16-0.18 0.19-0.21 0.13-0.17 0.13-0.17 0.13-0.17 0.17-0.19 0.18-0.20 0.18-0.20 0.13-0.15 0.08-0.10 0.09-0.11 0.07-0.09 0.06-0.18 0.12-0.18 0.12-0.14 0.12-0.14 0.10-0.12 0.08-0.10 0.08-0.10 PH 7.9-8.4 7.9-8.4 7.9-9.0 6.6-7.8 6.6-8.4 7.4-8.4 7.9-8.4 7.9-8.4 7.9-8.4 6.6-7.8 6.6-8.4 7.4-8.4 7.9-8.4 7.9-8.4 7.9-8.4 7.4-8.4 7.4-8.4 6.1-7.3 6.1-7.3 6.1-7.8 6.6-7.8 7.4-8.4 7.4-8.4 7.9-8.4 6.1-7.3 6.1-7.3 6.1-7.3 6.1-7.8 6.1-7.8 6.1-7.8 6.6-7.8 6.1-7.8 6.1-7.8 6.1-7.8 7.4-7.8 7.4-7.8 7.4-7.8 7.9-8.4 Immhos/cml <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2 Low Low Low Low Low Low Low Low Low Low Low Low Low Low Low Low Low Low Low Low Moderate Low Low Low Low Moderate Moderate Low Low Moderate Low Low Moderate Moderate Low Low Low Low 0.15 0.10 0.05 0.15 0.10 0.05 0.10 0.17 0.10 0.15 0.10 0.05 0.10 0.20 0.17 0.20 0.37 0.43 0.28 0.28 0.28 0.37 0.32 0.32 0.24 0.17 0.15 0.15 0.24 0.20 0.17 0.10 0.10 0.05 0.05 4 2 4 1 2 2 5 5 2 5 4 4L 5 9L 8 8 6 5 6 5 5 5 2-4 1-3 2-4 1-2 2-4 2-3 <1 2-5 4-6 2-5 1-3 * See description of the map unit for composition and behavior characteristics of the map unit. - Aspen -Gypsum Area, Colorado 255 Risk of corrosion 3 3 3 O O 0 a a a Moderate. O O O 3 a a a a 0 0 3 3 0 0 a a a a a a I 1 I I 1 1 1 I I 1 1 I 1 1 I 1 1 1 I I L .G .0 .L b, b+ b+ b 3 3 0 0 a a 0) ro H 01 b 0 X Moderate 0) ro H 0) b 0 X I 1 1 1 I 1 1 I I I 1 1 1 1 1 I 1 1 I I I 1 1 I I bbbbb0+ ) , -.1 -r1 ..-1 -r1 -1-1 -.I 2 x x x x x 01 y ro H 0) b 0 O 0 a 5 a 3 0 a Moderate 1 I 1 I I 1 1 I I 1 1 I I I 1 I I 1 1 1 .0 .G .0 .G 04 b+ 0, 0, •ri -ri -.1 •rI X x x x 1 1 I 1 1 1 I 1 I 4 I 1 1 I 1 1 1 1 1 1 I 0) 0) 0) 0) 0) 0) 0) )-) 1) 1) .L) 1.) )J 4.) ro ro ro al ro it ro H H H H H H 1-1 b -o -o -o v v - 5 o 5 5 x x x S 1 4 a) -0 4) 1 1 44 H 4-1 I I O toO /n x y .0 O 0 0 4) 0 O O O O O O O V' 0 V' C• 0 0 0 O O. C I 40 tO V) 1/40 40 LO 40 4.0 I t0 I 1 t0 tD 40 40 0) H I A /t h A n n n n O /1 0 0 n n n n 0 H N N High water table N F N G O a 0) cn H ro E I 1 1 .d G .Y. G 0) H ro 0. 0 4-11 0, I 00 0 0 0 0 0 0 O 0 O 0 0 0 0 0 0 0 40 t0 40 10 ,0 40 40 40 40 l0 t0 40 t0 t0 40 A n n A n n n n n n n n n n n 0' 0 0 0 W W 1 I 0) N 10 ro 0 0 ro U U 0 0) 0) 0) 0) 0) 0) 0) 01 0) 0) 0) 0) 0) 0) 0) G G G G C G G G G G G G G G G O O O O O O O O O O O O O O O z z z z z z z z z z z z z z z 1 U P. 0 •.i 0 H 0,O ro 0 H x 0 W CO Rl U W U W C] R1 U C) U U CII 5: 0 H ,441 4, 0 N IN rn C Brownsto r m sr tr) ›, N G - U 40 1» 0) 0 -ri N -d v' N 40 ,f) .-) N 4 14 in . 0 0 . 0 - 0 N Ga CO L)+ al 0 .-1 0 V' V' tn. 0/) N G b it .c --I 4.4 0) E 0 4) 0 -.1 o • • 0. P. 0 0 �in0 N In NO In 0 .a lD H In 40 to 0) 0 to H 0 l0 7, 0) H H H .-1 -0 0) -r-I 0 v7 h X a) t0 t0 See footnote at end of table. - Aspen -Gypsum Area, Colorado Risk of corrosion 0 0 1, ty v r1 ro ,0 c 1J 10 C 0 -� 0 11 4.) 1J W 0 0 MI a 0 3 a a 3 3 3 3 3 3 3 0 0 O O 0 0 0 a a a a a a Moderate. 0 0 o O a a a a 3 3 ,00 a v u 11 '0 3 0 0 01 .-1 .0 ro 1J 11 0) 4-) 3 o+ s 1 C .d 0 0 w 0 X X a I 1 1 1 I 4 4 1 1 I I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 I I 1 1 4 4 1 1 11 1 1 1 I 1 I I I 1 .0 ..0 C rn 0' to 0,0' 0, to 0 tr ..1 •r1 •rl -.i •rl •.1 •H •H •.1 -.1 0 0 0 0 0 0 0 0 5 x I I 1 I 1 I 1 1 1 v v v .04-, 4-) 07m ro u u 11 0) '0 -0 3 0 0 0 3 3 3 0 0 0 a a x a a a a Moderate Moderate Moderate 0 a 1 F tP 3 v 1J ro N v 0 3 I 1 '0 '0 1.1 1 b Ti '0 '0 1 I 1 '0 1 0 1 b 1 1 1 1 14 RI ro I MI (0 0 1 0 1 X y 5 S X m U) y ---------- ---------- 0 0 — 0 0 0 0 o -0 0 0 0 v c yr 0 o N N v' t'] .1 1 40 l0 l0 1 O O C A0 to I 1 140 H I A A CO 40 0 A 1 I v A n A A N N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'I VD O le le 4) le .0 l0 l0 lb 10 \0 l0 .n A A A n n �1 n A A A A A A A n A A 0 C v g, u w '0. 443 0 0) 0 > 01 r,a 0 E N v v v v v v 0) v v v v v 0) c c c c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z z z z z z z z z Z Z z z z ---—---—--—--—------- 0 o ❑ W ❑ ❑ q W W W co CO ----------------------------------- — — — I 1 I all 1 1 i. 1 f,1 O, I 0 41 y 0 0, 0 % • 1J a ,-Am ,� 0 C N O C v ro u 0) 11 m + , ..1 0 .0 U O m O, CO N J-1 J-1 1J 1J rl 0 0 N ,-1 .µ 0 >, C O •H iJ 0 0 ,...I N .. 0 0� In r-1 ` 10 0) E r-1 0 �-1 0 0O O 0 O O G rn ro rn 4) .• 14 11 - C 0) .. 14 .0 .X .. t1 ?f •• 0 3 . + 10 14 o + ro ro + c c + 1, E O + N u + •.1 0 001-441`- v 4., SA 0 - 0 0 4) IJ ri 0•H V'0 ro 0 to 0 0 \0 41 11 1� r-1 D x �0 04 0 to to O F W O F 0 a O F a O H 0' 0,-1 01 0. .-I r'1 .--I e -I B U U 257 0i .0 ro w 0 '0 C v yJ v 1J 0 C 0 v 0 •- W 0 O r1 >1 E0 .c r1 v N In c b c 0 0 ri > N -1 3 1.--1 3 r1 .-I r-1 • Boundaries Unlimited, Inc. 923 Cooper Avenue, Ste. 102 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 SCALE:1"=200' DATE: 7/16/03 FILE: GR -01 SHEET:3 DIANE PARKS COUNTY ROAD 112, GARFIELD COUNTY, COLORADO PARKS SUBDIVISION USGS AERIAL MAP CONTOURS AS SHOWN ARE PER USGS DIGITAL ELEVATION MAPPING / / � \ / / \ ) \ \ \ \ \ \ \ \.) \ � \ � / ) `- L \ \ \ / / `� , `�s�-- \ / . . 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( . /_,��� . - ���-\n"''`�.\ � • ^'.. ` �,x�g \ \ ' \ '---Tv-\ � _�\ \ \ s' no ' -�v-' � � -_ / / / / \ \ ` \ \ � /' \ ) } / / / / / / / / � / / / � � GA~'avCOUNTY, COLORADO PARK SUBDIVISION DRAINAGE PLAN PRELIMINARY PLAN SUBMITTAL ������CARBONDALE263-8143 - Boundaries ~.Co������Inc 923 Cooper Avenue, Ste. 102Glenwood Springs, CO 81.001.tele: 970.945.5252 text 970.381.1833 ma'mr NO. DATE BY DR'mx CK.: PAH DATE:7/16/03 :GR -01 • Appendix Drainage Study Calculations Input into AutoCAD Hydrology TR -55 Tabular Method Project: Project No: By: Date: Area: Basin 'A': Basin 'B': Park Subdivision Park DJW 7/16/2003 2.21 Ac.± 4.68 Ac.± Precipitation, 24 hr: 25 -yr: 2.2" 100 -yr: 2.6" Time of Concentration, Tc Basin 'A': Sheet= 100'@5%, Basin 'B': Sheet= 100'@5%, Shallow= 520'@8% Shallows= 310'@22% Shallow2= 290'@14% 25 -yr= 0.154 hr 100 -yr= 0.144 hr 25 -yr= 0.146 hr 100 -yr= 0.137 hr Soil Type: Type B: 43: Forelle-Brownsto Complex (6-12% slopes, deep, well drained, moderate permeability) Type B: 106: Tridell-Brownsto (12-50% slopes, deep, well /excessively drained, mod./rapid permeability) Curve Number, CN Basin 'A': Historic=55 Juniper/Grass at 55% Veg. Cover Dev.=65 4% Gravel (85), 3% Imperv. (98), 93% Juniper/Grass at 40% Veg. Cover(63) Basin 'B': Historic=55 Juniper/Grass at 55% Veg. Cover Dev.=58 1% Gravel (85), 1% Imperv. (98), 70% Juniper/Grass at 55% Veg. Cover(55) 28% Forage, good condition (61) Historic Runoff, Qu Basin 'A': QH,A 25= 0.047 cfs Basin 'B': QH,B 25= 0.143 cfs Developed Runoff, QF Basin 'A': QF,A 25= 0.260 cfs Basin 'B': QF,B 25= 0.279 cfs QH,A 100= 0.189 cfs QH,B 100= 0.400 cfs QF,A 100= 0.625 cfs QF,B 100= 0.623 cfs • • Tc-A.txt Basin 'A' 25 -yr Time of Concentration Park Subdivision File:Park 7/16/03 Sheet Flow Description Basin 'A' Manning's n 0.130 Flow Length 100.000 ft Two Yr, 24 hr Rainfall 2.200 in Land Slope 0.050 ft/ft Computed Sheet flow time > 0.122 hrs Shallow concentrated Flow Description Surface Flow Length watercourse Slope velocity computed Shallow flow time Unpaved 520.000 ft 0.080 ft/ft 4.564 fps > 0.032 hrs Total Time of Concentration > 0.154 hrs • Tc-A-100.txt Basin 'A' 100 -yr Time of Concentration Park subdivision File:Park 7/16/03 sheet Flow Description Manning's n Flow Length Two Yr, 24 hr Rainfall Land slope Computed Sheet flow time Basin 'A' 0.130 100.000 ft 2.600 in 0.050 ft/ft > 0.112 hrs shallow concentrated Flow Description Surface Flow Length Watercourse Slope Velocity Computed shallow flow time Unpaved 520.000 ft 0.080 ft/ft 4.564 fps > 0.032 hrs Total Time of Concentration > 0.144 hrs Page 3 • Tc-B-25.txt Basin 'B' 25 -yr Time of Concentration Park Subdivision File:Park 7/16/03 Sheet Flow Description Manning's n Flow Length Two Yr, 24 hr Rainfall Land slope Computed Sheet flow time Basin 'B' 0.130 100.000 ft 2.200 in 0.050 ft/ft > 0.122 hrs shallow Concentrated Flow Description Surface Flow Length watercourse Slope velocity Computed shallow flow time shallow concentrated Flow Unpaved 310.000 ft 0.220 ft/ft 7.569 fps > 0.011 hrs Description Surface Flow Length Watercourse Slope Velocity computed shallow flow time Unpaved 290.000 ft 0.140 ft/ft 6.037 fps > 0.013 hrs Total Time of Concentration > 0.146 hrs Page y • Tc-B-100.txt Basin 'B' 100 -yr Time of Concentration Park Subdivision File:Park 7/16/03 Sheet Flow Description Manning's n Flow Length Two Yr, 24 hr Rainfall Land Slope Computed Sheet flow time Basin 'B' 0.130 100.000 ft 2.600 in 0.050 ft/ft > 0.112 hrs shallow Concentrated Flow Description Surface Flow Length Watercourse Slope Velocity Computed Shallow flow time shallow concentrated Flow unpaved 310.000 ft 0.220 ft/ft 7.568 fps > 0.011 hrs Description Surface Flow Length Watercourse Slope velocity Computed Shallow flow time Unpaved 290.000 ft 0.140 ft/ft 6.037 fps > 0.013 hrs Total Time of Concentration > 0.137 hrs • • H-Q25-A.txt Basin 'A' 25 -yr Historic Runoff Park subdivision File:Park 7/16/03 TR -55 Tabular Hydrograph Method Input Summary Description Basin 'A', 25 -yr Runoff, Historic Conditions Rainfall Distribution Type II Ia/P Interpolation On Total Area 2.210 ac Peak Time 12.200 hrs Peak Flow 0.047 cfs Given Input Data: subarea Description Area CN Tc Tt Rainfall (ac) (hrs) (hrs) (in) Basin 'A' 2.210 55 0.154 0.000 2.200 • • H-Q100-A.txt Basin 'A' 100 -yr Historic Runoff Park Subdivision File:Park 7/16/03 TR -55 Tabular Hydrograph Method Input Summary Description Basin 'A', 100 -yr Runoff, Historic Conditions Rainfall Distribution Type II Ia/P Interpolation On Total Area 2.210 ac Peak Time 12.100 hrs Peak Flow 0.189 cfs Given Input Data: subarea Description Area CN Tc Tt Rainfall (ac) (hrs) (hrs) (in) Basin 'A' 2.210 55 0.144 0.000 2.600 • • D-Q25-A.txt Basin 'A' 25 -yr Developed Runoff Park Subdivision File:Park 7/16/03 TR -55 Tabular Hydrograph Method Input Summary Description Basin 'A', 25 -yr Runoff, Developed Conditions Rainfall Distribution Type 11 Ia/P Interpolation On Total Area 2.210 ac Peak Time 12.200 hrs Peak Flow 0.260 cfs Given Input Data: Subarea Description Area (ac) CN Tc Tt Rainfall (hrs) (hrs) (in) Basin 'A' 2.210 65 0.154 0.000 2.200 • D-Q100-A.txt Basin 'A' 100 -yr Developed Runoff Park Subdivision File:Park 7/16/03 TR -55 Tabular Hydrograph Method Input Summary Description Basin 'A', 100 -yr Runoff, Developed Conditions Rainfall Distribution Type II Ia/P Interpolation off Total Area 2.210 ac Peak Time 12.100 hrs Peak Flow 0.625 cfs Given Input Data: subarea Description Area CN Tc Tt Rainfall (ac) (hrs) (hrs) (in) Basin 'A' 2.210 65 0.144 0.000 2.600 • • H-Q25-B.txt Basin 'B' 25 -yr Historic Runoff Park Subdivision File:Park 7/16/03 TR -55 Tabular Hydrograph Method Input Summary Description Basin 'B', 25 -yr Runoff, Historic Conditions Rainfall Distribution Type II is/P Interpolation On Total Area 4.680 ac Peak Time 12.100 hrs Peak Flow 0.143 cfs Given Input Data: Subarea Description Area CN Tc Tt Rainfall (ac) (hrs) (hrs) (in) Basin 'B' 4.680 55 0.146 0.000 2.200 • • H-Q100-B.txt Basin 'B' 100 -yr Historic Runoff Park Subdivision File:Park 7/16/03 TR -55 Tabular Hydrograph Method Input Summary Description Basin 'B', 100 -yr Runoff, Historic Conditions Rainfall Distribution Type II Ia/P Interpolation On Total Area 4.680 ac Peak Time 12.100 hrs Peak Flow 0.400 cfs Given Input Data: subarea Description Area CN Tc Tt Rainfall (ac) (hrs) (hrs) (in) Basin 'B' 4.680 55 0.137 0.000 2.600 • • D-Q25-B.txt Basin 'B' 25 -yr Developed Runoff Park Subdivision File:Park 7/16/03 TR -55 Tabular Hydrograph Method Input Summary Description Basin 'B', 25 -yr Runoff, Developed Conditions Rainfall Distribution Type II Ia/P Interpolation On Total Area 4.680 ac Peak Time 12.100 hrs Peak Flow 0.279 cfs Given Input Data: subarea Description Area (ac) CN Tc Tt Rainfall (hrs) (hrs) (in) Basin 'B' 4.680 58 0.146 0.000 2.200 r Basin 'B' 100 -yr Developed Runoff Park Subdivision File:Park 7/16/03 D-Q100-B.txt TR -55 Tabular Hydrograph Method Input Summary Description Basin 'B', 100 -yr Runoff, Developed Conditions Rainfall Distribution Type II Ia/P Interpolation On Total Area 4.680 ac Peak Time 12.100 hrs Peak Flow 0.623 cfs Given Input Data: subarea Description Area CN Tc Tt Rainfall (ac) (hrs) (hrs) (in) Basin 'B' 4.680 58 0.137 0.000 2.600 • • • INDIVIDUAL SEWAGE DISPOSAL PERMIT P Owner *gm L.ocatton Lacansed Installs 18 C, 6r13 iiJ ' This OOMI aot Mrlartuta a at ea, AIM LOT -//3 Cmn./.r or�.r Cim%I,•.cr.w. atstwvve. rr rwreoy grouse /M a woo ... %M c Tans p Amassoi t steirt.t./.tt ulnar Ablwptgn alp lot Ototrsat raw compuw,trd as follows Parc tato of owes trach os 7 1 minutes tiWMR a minlosurre of 29 W. 11 of lbsorQttoer NN pro tregrgptes Thom me no. of OOdrocros „ ov Coto. fL mtnifssum Pogo m • a feral of Z��slt, ft tally eine mom T a , ♦ r a. 2. O �� 1 II .t ! Ls '� n r otie /Z x Za x 3 c,� e 1 Data �... Inspector FINAL APPROVAL F SYSTE'M • el fblefpbors nfa, z• B or No ststem shall W daemtrrt I•w .n 1'ntnesI.$ .ra w..rn the eaw•lre Maputo' Leen wiin m./ auantoaatt system is approved error to tont tssg any dart. __42,(41C_ Soma. Tarry access Par .mon t,on and cleaning w,th,n 12" cat ground surface or *fraud actin owls sWas flaunt ^',� (wrfoci ----i.�r .. Prosser retaser,ats old assembly. �i[ inlh t na,na . r %not.. tank .w t•.�rad t.tat..,./,n unit .."4")`lfran '1.s+ o'40D o y 1 • L at 401 Ci��L 1 AeQuHR 1U;o,Ittio t Ino thio salt arra / } 0 t 1 ,, d 4 el e/i/0/44% • c AdeQwta rorv.pl.arltc w fh prrrt+it .tpUonrtNsnts d ,6 t4%t•Owl #,l1 11td, Ad•pu1M1 r am• ar,th County artd Stat./ r•CluIat,nrn;.►.I•.......•.r. "way Oe h., batt —"i lova( ro+ PETA:rl INITH RECEIPT RECORDS AT STRUCTION SITE 'CONDITIONS 1 AO instosfsrtson Inuit lampy elm 111 rspwrsrowsta of it CoIor.Qo Stilts ®oard of Nuiseh tndevedstal as wogs D4pnsal SyefIloo$ O 1DtOr 25. Ands 70 CRS 1971 Rooked 1964 2 This pornoss Is wised or 7 for conlon to amactuf9s "Noe heves luny ognptlad IvaCaunry zoning and Wading rsquo (more y be Connschoo l r use volts stany OO,stH n Or aructlarfall not eponym,9y ma SWOON, 1111d roans office snail 3. Any omen Pond constructs. afters. or Msetllla ani Wed COMM tar system legal *does ns, t�ocebon Of Islafletparrot and rrrat0lat vKtatlon tram ft* IHfr s Ora mono" dismal 0� M a menrNr wMCh sea I. a rtm....g 1114000ns•a•-Aw..n.,.I..I....r.o+htrOC91iCH1CWt1aIMQIh1151aQbllri/lmtnlMe+n.rnr»n. t• •r' • sea t. f�'artr t3t... .400411011•4, Aretn COO, Oa0etswtint. PIM Cs Greg & Diane Park Park Property & To Your Hearts Content" Bed and Breakfast 1213 County Road 11 Carbondale, CO 81623 August 14, 20011 Lor -1 A RE: Park Residence — .- -Built ISDS System, 12I3 County Road 112. Garfield County, CO SE Job No. 21076.()1 Dear Ureg & thane: Pursuant to County Regulations, this letter provides documentation that the new ISDS system recently installed is in general compliance with the permitted design. Sopris Engineering has performed site visits to measum, inspect. and document the as built conditions of the constructed *stem. We have onnrrlinatrrt aur worts with the owner and coatiauur ttwt built the system, The system was inspected prior to backfilling and after all installations were cornpleted. The as -built conditions and installation of the new ISDS components is in compliance with the permitted design specifications for the system. The as -built size and location of the new ISDS system is as delineated on the record drawing. A OM Fallon dual compartment septic tank wig insulted with 'i toot haffl®s and an effluent tiltcr. Inspection ports were installed on the ends or the trenches. The absorption field was constructed as delineated on the site plan. The our 3' x 69' trenches were installed level utilizing specified materials installed according to design. The minimum setback distances have been maintained. the septic tank, distribution pipe, and installation ate in accordance with Garfield Coun:s. Regulations. the clesigrt presented in rhe Sopris Engineering Rt part. dated June 12, 2001 and the design drawing, dated June 18. 211)1. If sk.)u have ,ant questions ''r recd ani adcfitiunai information. please call. Yanc Protect Cc: varrteld county 1,H'pti1�i n.whdl-M.IJ-�U�iL(Y,JG 502 "J1ain Street • Suce .43 • r:arocnca e. M. ^?� ,Q,, -� _�f�. .. • i � I.i ,:-t-��.11 � • 704-0313 SOPRIS ENCINEERINR •Inc , MAY -25-2001 :4:06 • H -P GEOTECH • HEPWORTH-PAWLAK GEOTECHNICAL. INC. TABLE 1 PERCOLATION TEST RESULTS P.06/06 JOB NO. 101 263 HOLE NO. HALE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (M)N.AINCH) P-1 r 36 1f 15 6 5 1 60 5 4 '/: 'A 4'% 4 % A 4 A 31/4 A 3 % 3'/, A 3 A 3 A /. 3 •i 3 P-2 24 15 7 6 1/4 N 60 6 %4 6 'l4 6 5 A A 5 'r4 5 /x 5 4 3/4 '/. 4 i'4 4 A I• 414 4'/4 A P•3 27 15 8 '/4 7 'A 1 Y. 26 7 Yz 6 A A. 6A 6 % 6 5% ' 5'/. 4A A 4 % 4 '/. A 4'/4 3'h ' Note: Percolatitest holes were hand dug in the bottom of backhoe pits and soaked on May 17, 2001 Percolation tests were conducted on May 18, 2001. The average percolation rates wen based on the last three readings of each test. TOTAL P.06 MAY -25-2I1.1 14:84 0—P GEOTECH G&ech May 25; 2001 Greg Park 1213 County Road 112 Carbondale, Colorado 81623 • _lepworth-Pawlak Gcotecnnical. Inc 5020 County Road 154 Glenwood Springs. Colorado 81601 Phone: 910-945-7988 Fax: 970-945-8454 hpgeo (&hpgentech.com Job No. 101 263 Subject: Percolation Testing, Proposed Septic Disposal System, 1213 County Road 112, Carbondale, Colorado. Dear .. Park: As re sted, a representative of Hepworth-Pawlak Geotechnical, Inc. conducted percolation testing at the subject site to evaluate the feasibility of an infiltration septic disposal system. We previously observed a pit excavation for foundation design of the proposa. residence and presented our findings in a letter dated April 11, 2001, Job No. 101 26 A prof pit and three shallow backhoe pits were excavated at the locations shown on Fig.; 1. Percolation test holes were hand dug in the bottom of the backhoe pits. The test holes re soaked one day prior to testing. The soils exposed in the percolation holes are s .s lar to those exposed in the Profile Pit, as shown on Fig. 2, and consist of about 1 foot . topsoil overlying relatively dense, sandy silt and basalt fragments to the profile pit dep•• of 6V2 feet. Refusal to digging with the backhoe was encountered in the pit. Grounater was not observed in the Profile Pit and the soils were slightly moist. Percol %on tests were performed on May 18, 2001 by a representative of Hepworth- Pawlak eotechnical, Inc. The percolation test results are presented on Table I. The percola on test results indicate an infiltration rate of between 26 and 60 minutes per inch w . an average of 49 minutes per inch. Based on the subsurface conditions obs I rv: and the percolation test results, the tested area should be suitable for a conven •nal infiltration septic disposal system. P.02/06 MAY -25-2001 14:01 4111P GEOTECH Greg Park May 25, 2001 Page 2 • If there att.e any questions or if we may be of further assistance, please let us know. Sincerely, HEPWOrRTH - PAWLAK , INC. ti: PN ADA ,.. G�f; 2970tC 51251u1 **'114/41 SS�ONAL �� Jordy Z. Adamso Rev. by: SLP JZA/ksm attachmgnts cc: 90pris Engineering - Attn: Paul Rutledge P.03/06 H -P GEOTECH MAY -25-213131 14: -P GEOTECH P.04/O6 LEGEND. PPROXIMATE SCALE; 1'=40' • PROFILE -IT EXCAVATED FOR rTHI STUDY. ❑ PIT DXC ATED FOR PREVIOUS STUDY, ATED APRIL 11, 2001. PROFILE • PIT BUILDING SETBACK - P-3 A P-2 P-1 J L PROPOSED RESIDENCE ~p PIT 1 PROPOSED GARAGE PROPERTY BOUNDARY 101 263 HEWORTH-PAWLAK 0E4 TECHNICAL, INC_ LOCATION OF EXPLORATORY PITS AND PERCOLATION TEST HOLES Fig. 1 MAY -25-2001 14:05 • H -P GEOTECH • P.05/06 Depth — Feet 0 10 LEGEND: _ J PROFILE ?1T TOPSOIL; suilKly silty clay. slightly organic, firm, slightly moist, brown. 0 5 10 SANDY SILT AND BASALT FRAGMENTS (ML -GM); boulders up to 2 feet 1n size, hara/dense, slightly moi- , light gray to white, highly calcareous. Disturbed b Ik sample. TPractical re sal to digging. NOTES: 1. The exploratory 2. Location of the site plan provid the 3. Elevation cf 4. The exploratory method used. 5. The Tines betwe between mater! 6. No free water w occur with time. t was excavated on May 17, 2001 with a backhoe. .oratory pit was measured approximately by pacing from teatures shown on the xploratory pit was not measured and log of exploratory pit is drawn to depth. it location should be considered accurate only to the degree Implied by the materials shown on the exploratory pit log represent the approximate boundaries types and transitions may be gradual. s encountered in the pit at the time of excavating. Fluctuations in water level may 101 263 HE,'WORTH--PAWLAK GEOTECHNICAL, INC. LOG OF PROFILE PIT Fig. 2 May 20, 2003 • • STEWART TITLE OF GLENWOOD SPRINGS, INC. 804 COLORADO AVENUE, 2ND FLOOR GLENWOOD SPRINGS, CO 81601 (970) 945-5434 FAX NO. - (970) 945-7081 ORDER NO. 03000732' RE: 1213 COUNTY ROAD 112 PARK/LAKE Thank you For using Stewart Title! In connection with the above Order Number, please find attached the following: TITLE COMMITMENT _X AMENDED COMMITMENT ENDORSEMENT Please direct all CLOSING questions to: Please direct all TITLE questions to: AMY CARTWRIGHT Phone: 970-945-5434 e-mail: acartwri@stewart.com MIKE WOODWARD Phone: 970-945-5434 e-mail: mwoodwar@stewart.com Buyer: MICHAEL LAKE VIA UPS OVERNIGHT Buyer's Agent: JEROME WHALEN @ MASON & MORSE VIA FAX 963-0879 & MAIL Seller: GREGG PARK AND DIANNE PARK VIA MAIL Seller's Agent: MARIANNE ACKERMAN @ THE PROPERTY SHOP VIA FAX 947-9335 & DELIVERY SCHEDULE B EXCEPTION DOCUMENTS HAVE BEEN SENT TO: MICHAEL & JEROME PLEASE READ CAREFULLY 1. This is a Commitment to issue one or more policies of title insurance in our Standard Form when the requirements set forth in the Commitment have been satisfied. 2. Only the policies shown are committed to, If there are any changes in the transaction, order an endorsement from us. Stewart Title reserves the right to add and/or delete requirements and/or exceptions accordingly. 3. The date on this Commitment is important. NOTHING after that date has been considered by us. 4. This commitment is good for 6 months only. Extensions should be ordered from us if they are needed. • • STEWART TITLE GUARANTY COMPANY Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm -Leach -Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA. we are providing you with this document, which notifies you of the privacy policies and practices of Stewart Title Guaranty Company. We may collect nonpublic personal information about you from the following sources: -- Information we receive from you, such as on applications or other forms. -- Information about your transactions we secure from our files, or from our affiliates or others. -- Information we receive from a consumer reporting agency. -- Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: -- Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. -- Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. File No. 03000732 Stewart Title of Glenwood Springs, Inc. Privacy Policy Notice (Page 1) Rev. 07/2001 (YPPNI) SCHEDULE A Order Number: 03000732 1. Effective date: May 01, 2003. at 8:00 A.M. 2. Policy or Policies to be issued: (a) A.L.T.A. Owner's (Extended) Proposed Insured: MICHAEL LAKE (b) A.L.T.A. Loan Proposed Insured: (c) Leasehold Proposed Insured: Amount of Insurance $ 325,000.00 $ 3, The estate or interest in the land described or referred to in this Commitment and covered herein is fee simple 4. Title to the fee simple estate or interest in said land is at the effective date hereof vested in: GREG PARK AND DIANNE PARK 5. The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRIPTION Purported Address: 1213 COUNTY ROAD 112 CARBONDALE, CO 81623 STATEMENT OF CHARGES These charges are due and payable before a Policy can be issued. REISSUE RATE APPLIED Owners Premium Tax Certificate Form 110.1 (DEL 1-4 0) $ 450.00 $ 20.00 $ 35.00 Order Number: 03000732 SCHEDULE A LEGAL DESCRIPTION A PARCEL OF LAND SITUATED IN A TRACT OF LAND SITUATED IN THE S1/2SE1/4 OF SECTION 14, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO, SAID MASTER TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: Beginning at a point where a brass cap found in place and properly marked for the Southeast Corner of said Section 14 bears S. 65 degrees 57'25" E. 1466.77 feet; thence N. 37 degrees 22'42" W. 162.36 feet; thence 142.66 feet along the arc of a 213.24 foot radius curve to the right, the chord of which bears N. 18 degrees 12'45" W. 140.02 feat; thence N. 00 degrees 57'13" E. 54.28 feet; thence 138.44 feet along the arc of a 99.78 foot radius curve to the right, the chord of which bears N. 40 degrees 42'08" E. 127.60 feet; thence N. 80 degrees 27'08" E. 64.10 feet; thence 98.85 feet along the arc of a 195.21 foot radius curve to the right, the chord of which bears S. 85 degrees 02'32" E. 97.80 feet; thence S. 70 degrees 32'07" E. 407.82 feet; thence 59.18 feet along the arc of a 146.43 foot radius curve to the left, the chord of which bears S. 82 degrees 06'49" E. 58.78 feet; thence N. 86 degrees 18'30" E. 164.50 feet to a point on the westerly right of way line of a county road; thence along said westerly right of way line the following courses and distances: S. 27 degrees 18'12" E. 18.81 feet; thence S. 22 degrees 32'25" E. 154.91 feet; thence S. 36 degrees 37'34" E. 150.20 feet; thence leaving said westerly right of way S. 89 degrees 54'08" W. 866.95 feet to the POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO • • SCHEDULE B Section 1 Order Number: 03000732 REQUIREMENTS The following are the requirements to be complied with: Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Item (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to wit: 1. Execution of Affidavit as to Debts and Liens, which is attached or will be provided at closing. 2. A survey, meeting the minimum detail standards of the ALTA/ACSM, prepared by a registered Colorado surveyor, within the last six months, must be presented to Stewart Title Guaranty Company, for its approval prior to the deletion of any survey exceptions from the ALTA Loan Policy to be issued hereunder or the issuance of Form 100 on the ALTA Loan Policy, or in the event a previous Survey or I.L.C. has been presented to Stewart Title of Glenwood Springs, an Owners Affidavit is to be executed by the owner(s), in lieu of an Improvement Location Certificate and/or Survey. Stewart Title Guaranty reserves the right to take exception to any adverse matters as shown on said survey or make further inquiry or requirements relative thereto. Stewart Title Guaranty further reserves the right to exclude from Form 100 coverage any adverse matters it may deem necessary. NOTE: The survey is to show the legal description of the new parcel to be insured hereunder. 3. Partial Release by the Public Trustee of Garfield County releasing subject property from the lien of Deed of Trust from GREG PARK AND DIANNE PARK in favor of LIBERTY HOME LOANS, INC. securing $600,000.00, dated JANUARY 17, 2002, recorded JANUARY 24, 2002 in Book 1323 at Page 601 as Reception No. 596255. NOTE: The beneficial interest under said Deed of Trust was assigned of record to AURORA LOAN SERVICES, INC. by instrument recorded JANUARY 24, 2002, in Book 1323 at Page 614 as Reception No. 596256. 4. Partial Release by the Public Trustee of Garfield County releasing subject property from the lien of Deed of Trust from GREG PARK AND DIANNE PARK in favor of WELLS FARGO BANK, N.A. securing $100,000.00, dated AUGUST 19, 2002, recorded AUGUST 26, 2002 in Book 1380 at Page 551 as Reception No. 609524. 5. Deed from vested owner, vesting fee simple title in purchaser(s). NOTE: Stewart Title of Glenwood Springs reserves the right to add and/or delete requirements and/or exceptions upon disclosure of additional information relating to subject property. NOTE: Effective September 1, 1997, CRS 30-1-406 requires that all documents Continued on next page -1- • • Continuation of Schedule B - Section 1 Order Number: 03000732 received for recording or filing in the Clerk and Recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one-half inch. The Clerk and Recorder may refuse to record or file any document that does not conform. Order Number: 03000732 • SCHEDULE B • Section 2 EXCEPTIONS The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Cornpany: 1. Rights or claims of parties in possession, not shown by the public records. 2. Easements, or:claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area. encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the.public records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof, but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. 6. Unpatented mining claims; reservations or exceptions in patents, or an act authorizing the issuance thereof; water rights, claims or title to water. 7. Any and all unpaid taxes and assessments and any unredeemed tax sales. 8. The effect of inclusions in any general or specific water conservancy, fire protection, soil conservation or other district or inclusion in any water service or street improvement area. 9. Any adverse claim based upon the assertion that (a) some portion of the land forms the bed or bank of a navigable river, or lies below the mean high water mark thereof; (b) the boundary of the land has been affected by a change in the course or water level of a navigable river; (c) the land is subject to water rights, claims or title to water and to any law or governmental regulation pertaining to wetlands; (d) the public's rights to use the waters. 10. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded August 27,1917 in Book 112 at Page 482 as Reception No. 58469. 11. Matters disclosed in Deed recorded September 17, 1963, in Book 353 at Page 41 as Reception No. 222792, and any and all assignments of record, or otherwise, thereof, or interests therein. 12. Holy Cross Electric Association, Inc., Right of Way Easement recorded October 27, 1972 in Book 437 at Page 168 as Reception No. 255821. 13,/ Matters disclosed in Warranty Deed Page 565 as Reception No. 261809. 14. /clatters disclosed in Deed recorded August 24, 1979 in Book 533 at Page 815 as \,,,__eception No. 296887. ',,4 4-0C '-/Jg 4v);) _Continued on next page recorded Fe ary 13, 1974 in Book 455 at • • Continuation of Schedule B - Section 2 Order Number: 03000732 15.`,Matters disclosed in Deed recorded December 14, 1979 in Book 541 at Page 16 as %Reception No. 300263. 16. Resolution No. 78-121, recorded January 30, 1979 in Book 522 at Page 375 as Reception No. 291803. 17. Water Well Agreement recorded December 14, 1979 in Book 541 at Page 20 as Reception No. 300265. 18. Holy Cross Electric Association, Inc. Right of Way Easement recorded May 9, 1988 in Book 733 at Page 939 as Reception No. 391843. 19. Resolution No. 2002-20 recorded March 13, 2002 in Book 1336 at Page 995 as Reception No. 599001. ( fJ n. i) 20. Holy Cross Energy Contract for Electric Service - (Individuals) recorded August 9, 2001 in Book 1275 at Page 912 as Reception No. 585909. 21. Matters disclosed on the Improvement Location Certificate dated December 26, 2001 by Surveyit. NOTE: Stewart Title of Glenwood Springs reserves the right to add and/or delete requirements and/or exceptions upon disclosure of additional information relating to subject property. • • DISCLOSURE Order No.: 03000732 To comply with the provisions of C.R.S. 10-11-123, the Company makes the following disclosure: (a) That there is recorded evidence that a mineral estate has been severed, leased or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and (b) That such mineral estate may include the right to enter and use the property without the surface owner's permission. Note: File No. 03000732 Stewart Tltle of Glenwood Springs, Inc. Disclosure Rev. 07/2001 (YDISCLOSE) • • DISCLOSURES Pursuant to C.R.S. 10-11-122, notice is hereby given that: (A) THE.SUBJECT REAL PROPERTY MAY BE LOCATED IN A SPECIAL TAXING DISTRICT; (B) A CERTIFICATE OF TAXES DUE LISTING EACH TAXING JURISDICTION SHALL BE OBTAINED FROM THE COUNTY TREASURER OR THE COUNTY TREASURER'S AUTHORIZED AGENT; (C) INFORMATION REGARDING SPECIAL DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE OBTAINED FROM THE BOARD OF COUNTY COMMISSIONERS, THE COUNTY CLERK AND RECORDER, OR THE COUNTY ASSESSOR. Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed." Provided that Stewart Title of Glenwood Springs, Inc. conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lender's Title Policy when issued. Note: Affirmative Mechanic's Lien Protection for the Owner may be available (typically by deletion of Exception No. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: A. The land described in Schedule A of this commitment must be a single family residence, which includes a condominium or townhouse unit. B. No labor or materials have been furnished by mechanics or materialmen for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C. The Company must receive an appropriate affidavit indemnifying the Company against unfiled mechanic's and materialmen's liens. D. The company must receive payment of the appropriate premium. E. If there has been construction, improvements or major repairs undertaken on the property to be purchased, within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and/or the contractor; payment of the appropriate premium; fully executed Indemnity agreements satisfactory to the company; and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. NOTHING HEREIN CONTAINED WILL BE DEEMED TO OBLIGATE THE COMPANY TO PROVIDE ANY OF THE COVERAGES REFERRED TO HEREIN UNLESS 1'Hh ABOVE CONDITIONS ARE FULLY SATISFIED. Order No. 03000732 Disclosures (YSDD) Rev. 10/99 • • l 1 STEWART TITLE OF GLENWOOD SPRINGS, INC. Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm -Leach -Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Stewart Title of Glenwood Springs, Inc. We may collect nonpublic personal information about you from the following sources: -- Information we receive from you, such as on applications or other forms. -- Information about your transactions we secure from our files, or from our affiliates or others. -- Information we receive from a consumer reporting agency. -- Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: -- Financial service providers such as companies engaged in banking, consumer fmance, securities and insurance. -- Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. File No. 03000732 Stewart Tide of Glenwood Springs, Inc. Privacy Policy Notice (Page 2) Re,. 0712001 (YPPN2) How do household cleaners and detergents affect my system? When used as recommended by the manufacturer, most household cleaning products will not adversely affect the operation of your septic tank. Drain cleaners are an exception, however, and only a small amount of these products can kill the bacteria and temporarily disrupt the operation of the tank. If you are concemed about the effect of cleaning products on your septic system and the environment, there are some safe alternatives. Penn State University has developed a fact sheet listing altemative cleansers and their uses. The fact sheet is included in the septic system information packet for homeowners, described on page 8. a spections from the State Regulations Septic system inspection regulations vary from one state to the next. Do you know what the laws in your state? A new report from the National Small Flows Clearinghouse (NSFC) provides this information in a single 128 -page document, "Inspections from the State Regulations."It is a compilation of regulations for septic system inspections from the 23 states that have them on the books. This report includes a complete list of state regulatory contacts and references for all 50 states. The cost is $11.35. To order, call NSFC at (800) 624-8301 and request Item #WWPCRG40. 4 PIPELINE - Fall 1995; Vol. 6, No. 4 SEPTIC SYSTEMS Pumping and Inspecting Your System -What To Expect :annual inspections of your sepuc system are recommended to ensure that it is working properly and to determine when the septic tank should be pumped. By inspecting and pumping your system regularly, you can prevent the high cost of septic system failure. Inspecting Your System Although a relatively simpie inspection can determine whether or not your septic tank needs to be pumped, you should consider calling your local health department or hir.n; a professional contractor. A professional can do a thorough inspection of the entire system and check for cracked pipes and the condition of the tees or bathes and other parts of the system. A thorough septic system inspection will include the following steps: 1. Locating the system -Even a profes- sional may have trouble locating your system if the access to your tank is buried. One way to start looking is to go in your basement and determine the direction the sewer pipe goes out through the wall. Then start probing the soil with a thin metal rod 10 to 15 feet from the founda- tion. Once your system is found, be sure to keep a map of it on hand to save time on future service visits. 2. Uncovering the manhole and inspection ports --This may entail some diggins in your yard. If they are buried, try to make access to the ports easier for future inspections. Install risers ( elevate.. access corers) if necessary. 3. flushing the toilets -This is done to determine if the plumbing going to the system is working correctly. 4. Measuring the Scum and Sludge Layers - There are nvio frequently used methods for measuring the sludge and scum layers inside your tank. The contractor may use a hollow clear plastic tube that is pushed through the different layers to the bottom of the tank. When brought back up, the tube retains a sample showing a cross section of the inside of the tank. The layers can also be measured using a long stick. To measure the scum layer using a stick, a three-inch piece of wood is attached across the end of the stck to form a "foot." and the suck is pusned down through the scum to the liquid laver. When the stick is moved up. the foot meets resistance on the bottom of the scum layer. and the contractor marks the stick at the top of the layer to measure the total thickness. As a general guideline. if the scum laver is within three inches of the bottom of the inlet baffle, the tank should be pumped. The sludge layer is measured by wrapping cloth around the bottom of the stici: and lowering it to the bottom of the tank. This should be done either through a hole in the scum laver or through the baffle or tee, if possible. to avoid getting scum on the cloth. The sludge depth can be estimated by the length -of sludge sticking to the cloth. If the sludge depth is equal to one third or more of the liquid depth, the tank should be pumped. 5. Checkmq the Tank and the The contractor will check the condition of the baffles or tees, the walls of the tank for cracks, and the drainfield for any signs.of failure. If your system includes a distribu- Uon box, drop box, or pump, the contac- tor will check these too. Tan k size (gals.) Household size (number of people) 1 2 3 4 5 6 500 750 900 1000 1250 1500 1750 2000 2250 2500 5.8 9.1 11.0 12.4 15.6 18.9 22.1 25.4 28.6 31.9 2.6 4.2 5.2 5.9 7.5 9.1 10.7 12.4 14.0 15.6 1.- 2.6 3.3 3.7 4.8 5.9 6.9 8.0 9.1 10.2 1.0 1.8 2.3 2.6 3.4 4.2 5.0 5.9 6.7 7.5 C.7 3 1.7 2.0 2.6 3.3 3.9 45 5.2 5.9 C.4 1.0 1.3 1.5 2.0 2.6 3.1 3.7 4.2 4.8 Est;', -mated septic tank .bumping frequanritr.s in years. i i`reso figures assume mere h 00 garbage d(sr osai unit in use. (source: Pennsyivan:a Stas Untvec,: Cooperative Extension Service) When To Pump How often your tank needs to be pumped depends on the tank size, the number of people living in your home, and the habits of your particular house - Continued on next page National Small Flows Clearinghouse 1-800-624-830 1 • Pi Post -it® Fax Note 7671 Date # of pages To 604-4 g From ir=- - J t-rma 4-' Co./Dept. Co. Phone # Phone # 9,75-- 12/1_ Fax # ( Z) — y(4/ ' Fax # e ne Small Community Wastewater Issues Explained tc tne Publ c MAINTAINING YOUR SEPTIC SYSTEM -II CURIE FOR HOMEOWNERS UC 111 SI•l'a and out 07111111d dues tht., dcsc r.t'e vl'ur rchtr:or1lh:p sY stem If '.OU Jif «k.' 1110:,1 : me )wneini. toll nnihahlV never •� .!tack rnougat to '.vial happens c., wrt:it ''iIcs diy31/7 Vc'U." dram. I3ttt It you :el`: on a , •ertitic system 1,1 t: C1t and t!.sposc , 1 `Iona: T.nlsehold wastewaaer. '.What vtiu 1 ri c ,m'w :m 11111 you. Proper ,lora tot, ichi 773] :malwc i.l Toner :septic :., ,ern can :1 'n12.iLtleatn ::rlpact 11 ..irks anti. how longi it lasts. and r10 . • 'r7'n1nit:c;. septic •.yeiem ^la:atin.i:1�. Che-r`•pun.sihi;:rl' of 6 -re hurno ,uwrr. Why Mairtam Your System? 1•here err th:re inairl 'Ctsoria why :our ]',stem maintenance Is +J :mFonatit I :r51 I C.ISilll . mune}' •:::15 a , CnSrv0 10 iepalr t`r "c•C..1.-C. poor marriterlanee is, a LtIarrilrl .-au,e r'ag'a system tat'ures. the m:Menai null ul plevru(artve maintenance. coat •erUL system:, require costs v'e ,• .rube to nntranc ltl l'or eta:np.e. a r'.•pica;l': s I oro ti z.1)0r) to S l 111 ir10 to !en:ace ',rot.e sbstem wlt[t .1 CieR one, mr :rro to arpro\1rn 1ei'. 55U to .S 1. li r•'•�. i ..r,n: and I `U In t..".O to leave II pumped. • le second andd most important reason maintain Your SYitcrrt :s ro prtlteet CIC hearth er ,,ils Elmira' your :•ommulutr. arid the environment o:m ent ` .hen septic s•,.,trgre: L::...:1JdCUnit Cly rrealclt `iukij'eho,d. S, .I SIC\i rC: i:• I CtCO!,C11 lftu CII: x114 ''.1 TI• =x'nt .\ •...01113et with 117111 -rated human '•.Is:C Can j•i1.se ilg tont;ant tiea.111 risks. .Intl untreated wastewater tiem t;oirrl set13 systems can cunlammate nearby vi ells 1,'roundwafrr, and ttrinkrne l I1cmt: J; ::::m..uperls' ' eira:,cti thrru!th 1 ,eprtc 4V,tem :l;sli ran Pollute :Ind L:::1 ., ' OrtITC Ai •.,torn (1aurC5. hit C11s re.ICUI] tf :`• , rn,o rt1^,r nit numeowners 1. 'I�.lui at: th :nsel. es ahnur ty5:tt should ;;-.0..1 should hot ne tllspn,r(I tit thrt'u'•n sotto sr -1:71 the third te3scu to maintain your septic system is 10 preite t the cicul,r,n.c tlraltlt et ',our :,smmtmit, i' ii.e 1 septic :system, can ] J:.7 JOse Iii l�i'r l'• l;aUl'S Ili :j: : decline `r n7CLn1es 11.1ki i,tll.i!i �. I ll1.ri ia.'. alt be iscuc,J . -1 real sa:es can he delayed for these properties mutt systems are renal -red or :rr'iat:ed. A;:,u, failed ..code. systems ,:an contribute to the pollution of local r.rcrs. takes, and shorelines that your cornmuntty uses for commercial or retrrdtiona! activities. SEPT'C 3YCTEM goat .an void orswe' iris it..kJ'Mflq ouestion, • YYI a«e vlt.r 5Crt1-T C;nk Ic)I: 11 0 r eepane r,. • How i. ^•;n snc,uiC ';,>:.:., t vr. yt;u' senlic sYSte' lnspectaid7 ;see page 4 • Does It nolo to rind yeast to your svtitia•r J -.ee page •1 'i - • 00 got, • lr1'. the IJst 11 T! -f yr ...r `reGtiC t•)r1k :bas DL:rnpCil' t tine page rt • How co r-o.Setliild cleaners affect your s}steel % (':ue iii -sae 61 • How Can vat: tall rf your SeTtic systerr has `ailec ;sec trace �) Even if you irln•. you know the :answers ro all of triage ;JC S(f 7ti5 :nu can n'nbabl} ie:;rn ne_w at,aut epiu: systorn 7aintenanre in this Issue of Pipl?jtltr?. r H qu!Ck T1Ncrn0rc, gTlp • trio list of and con ?s •:lr Serono system Ow^Lr5 On pJt1tt •3 +til Why Many Systems Fail , 1 clr deslen lrtill _i :.Trshute 1,1 >.,-flth SV,telt) 13111irC.l 1'1,1 ;r '.•IlrI,.---•,Ic^n :1. r. hccn jIT 1:I>l••.,'; 'i_ '.C'l:d Cot^.SI:11Clc't:..Ind 111 .r:ll I'�I ii... :I ill 111 t'ortu• oOre.y.:C :.. . 1>'. 11: .earn 11Y0, C.1 pr J er.'v Op rale and Tla:nisi. 1 J sent,: system. 11. issue 1' !': ,rlrnt lit. UICS 01 colo host ar:nx„wne s ]haul proper .septic s'aStern l'l: :at i12] J»d marllterlaC70e. J,unC of ill: torn s ::1dut1C aruundt( s10 p(lLIUtLon. i4';te:rl Inspections. and the USC C 'ire::.11' Septic system owners should be alert to the following warning signs of a `ailing system: • Sicwly crainina sinxs and toilets • iS,.raiing sounas in the plumbing • i;.mbing bacKups • Sewage ocors in the house or yarn • Grounc wet or r^,:shy uneerfoot • ass crowing faster and greener n one particular area of the yard • Tests showing the presence of :.acteria in well water None o- these warning signs can be ccnsiderec a sure indication that a system has faller:. but the appearance of cne or more of them should prompt homeowners to have their systems inspected. Septic system failures also 'an doors without any of these warning signals. For this reason. yearly inspection of your septic system is recd-mencec and even required by sore communities. For mere informer:on about septic system /nsoect;ons. see the article bec rning on oage c. n SEPTIG:; SYSTEMS Groundwater Pollution Preventing groundwater pollution from failing septic systems should be a priority for every community. Contamination of the groundwater source can lead to the pollution of local wells. streams, lakes. and ponds—exposing family, friends, and neighbors to waterborne diseases and other serious health risks. When a septic system fails, inadequately treated domestic waste can reach the groundwater. Bacteria and viruses from human waste cars cause dysentery. hepatitis, and typhoid fever. Many :,erious outbreaks of these diseases have been caused by contaminated drinking water. Nitrate and phosphate. also found in domestic wastewater can cause excessive aieae growth in lakes and streams called algae blooms. These blooms cause aesthetic problems and impair other aquatic life. Nitrate is also the cause of methemoglobinemia, or blue baby syndrome, a condition that prevents the normal uptake of oxygen in the blood of young babies. In addition, hazardous household chemicals like paints, varnishes, waste oils, and pesticides pollute the ground- water and should never be disposed of through a septic system. They can also kir: the microorganisms in the system that break down the waste. See the list of do's and don'ts for septic system owners on page _ for more about what should and should not be disposed of in a septic tank system. 4, 1 Maintaining your septic system— a guide for homeowners 1 Septic system quiz 2 Is your septic system failing? 2 Groundwater pollution 3 How to maintain your septic system 4 Do 1 need to add anything to my septic system? 4 What type of toilet paper is best for septic tanks? iG 1 PIPELINE - Fall 1995; Voi. 6. No. 4 jT 5 6 6 7 7 8 Septic system do's and don'ts Pumping and inspecting your system—what to expect How do household cleaners and detergents affect my system? What some communities are doing Contacts Resources available from NSFC FREE POSTER! A new poster titlea.-C--oundwater Protection Beoins ar .^^ie.- is available free from the Nationa il:rinKing Water Clearinghouse (NDWC). The poster lists sources of hazardous waste in the home and incluces gulaelines for their safe disposal in an easy -to -rears format. The importance of grounc.,. ter pollution prevention is also ex: - -.ea. The poster is a great reference source for every home with a septic system. To orcer'Grcundwater Protection Begins at Home.' cal :he NDWC at (80C) 624-8301. anc arzer item #DWBLPEzO. A shioc:nc anc handling charge will apply. 4, MAINTAINING YOUR SEPTIC SYSTEM - A GUIDE FOR HOMEOWNERS or additives and cleaners. The issue also includes a hand. --cfe-e-tce list of important septic system io s and don'ts for homeowners. You are encouraged to share. copy, or distribute atn• infomaeon :n Pipeline with others in your corn-nu:si The articles can he rep icred in :LCOi rs or included in flyers. newsletters. and educational presentations. We ask only that you send us a copy of th reprinted arricle for our files. Ifyou have any questions or require further intormation about any of the topics in this newsletter please contact the National Small Flows Clearinghouse at (800) 6:4-8301. National Small Flows Cleannghouse 1-800-624-8301 Q&A Do I need to add anything to my septic system to keep it working properly? While many products on the market claim to help septic systems won( better, the truth is there is no magic potion to cure an ailing system. in fact, most engineers and sanitation professionals believe that commercial septic system aaditives are. at best. useless, and at worst. potentially harmful to a system. There are two types of septic system additives: biological (like bacteria. enzymes. and yeast) ano chemical. Most biological additives are harmless, but some chemical adcitives can potentially harm the soil in the arainfield and contaminate the groundwater. While there hasn't been extensive study on the effectiveness of these products, the general consensus among septic system experts is that septic system additives are unnecessary. 6 What type of toilet paper is best for septic tanks? Contrary to popular belief. it is not necessary to sacrifice personal comfort to protect your septic tank. There are many types of toilet paper on the market that are perfectly safe for septic systems. According to the National Sanitation Foundation (NSF), a nonprofit organiza- tion that tests products relating to health and the environment, the thickness and color of toilet tissue coes not necessar- ily affect its biodearacahility. NSF subjects the toilet papers it certes to rigorous testing, and the brands that pass carry the NSF mark stating that they are safe for use with septic systems. However, there probably are many brands without the NSF mark that are also safe. 6 PIPELINE - Fall 1995; Vol. 6, No. 4 HOW TO MAINTAIN YOUR SEPTIC SYSTEM Continue° from pace of plastics. paper tcweis. tampons. disposable diapers. condoms, kitty liter, etc. The only things that should be rushed down the toilet are wastewater and toilet paper. (For a list of items, see "Do .dot Flush" on page 5) Avoid Hazardous Chemicals To avoid disrupting or permanently damaging your septic system. do not use it to dispose of hazardous household chemicals. Even small amounts of paints. varnishes. thinners. waste oil. photo- graphic solutions. pesticides. and other orrnanic chemicals can destroy helpful bacteria and the biological diges- tion taking. place within your system. These chemicals also pollute the groundwater. Some septic system additives that claim to help or clean your system also contain hazardous chemicals and should be avoided. (See the Q&A on septic system additives at ;t;;.) Household cleaners. such as bleach. disinfectants. and drain and toilet bowl cleaners should be used in moderation and only in accordance with product labels. Overuse of these products can harm your system. It makes sense to try to keep all toxic and hazardous chemicals out of your septic tank system when possible. (For more about the use of household cleaners, refer to the article on page 6.) To help prevent groundwater pollution, he sure to dispose of leftover hazardous chemicals by taking them to an approved hazardous waste collection center. For locations and more information. contact your local health debarment. Pump Your Tank Regularly Pumping your sepnc tank is probably the single most important thing you can do to protect your system. lithe buildup of solids in the tank becomes too high and solids move to the dra:ntield, this could clog and strain the system to the point where a new drainfield will be needed. A toilet dam !above left) or a rock filled milk cc i,-rer (above right) can reauce the amount of water flowing L,.. or the toilet by up to 25 percent. iReprocucea with perrn;ssion .•assacnusetis C oonera uve Eztens; on) Water use around the home Laundry & Dishes 20% Dunking & Cooking 5% Toilets 45% Bathing 30% Inspect Your System Annually inspecting your septic system annually is a good way to monitor your system's health. Inspections can reveal problems before they become serous. and by checking the levels of sludge and scum in your tank. you can get 2 more accurate idea of how often it should be pumped. For a more detailed ciscussion of septic system inspections air; recommended pumping frequencies and procedures, read the article "Pumping and Inspecting )'our System—What To Expect" on page 6. Protect Your System Finally, it is important to protect your septic system from potential damage. Don't plant anything but grass near your septic system—roots from shrubs and trees can cause damage—and don't allow anyone to drive or operate heavy machinery over any pan of the system. Also, don't build anything over the drainfield. Grass is the most appropriate cover for the drainfield. 4' National Small Flows Cleannghouse 1-800-624-8301 RESOURCES AVAILABLE FROM NSFC To order any ofthe following products. call :he .Vattonai Small Flows Clearinghouse \SFC) at (800) 624-8301. or rite to .`SFC. 1; est Virginia University. P.O. Box 6064. _tlorgantown, WV26506-6064 Be sure to request each item by title anti item number .4 shipping and handling charge will apply: The tare and Feeding of Your Septic Tante This 16 -minute NSFC videotape discusses the basic workings of a conventional septic system and its operation and maintenance. Steps are given that can prolong the life of septic systems. and the idea of septic system \ management is discussed. The price is S20.00. Item =WWVTPE 18/Video. Septic Systems and groundwater Protection—A Program Manager's Glide and Reference Boor Designed to provide information to officials responsible for developing state or local septic system management codes. this nontechnical photocopied book provides ideas. alternatives. and real- world examples for implementing a management plan appropriate for your community. The price is S 19.25. Item FMBKMG03. New NSFC Giiii•Prodects and Services The " \National Small Flows Clearing- house's (NSFC) 1995 Guide to Products and Services " will be available soon. The updated guide contains complete descriptions of the NSFC's nearly 300 products that range from educational videos and brochures to technical design manuals and case studies of small com- munity and onsite wastewater treatment systems. More than 50 new products are included. However, the new guide will only he mailed to those NSFC customers who have placed product orders in the past year. It will also be c, aiiable upon request. Please call the NSFC at (800 t 624-8301 to reserve your copy. Septic System kdormat on Packet for Homeowners This information packet includes a variety of resources that no septic system owner should be without. The packet includes brochures, articles. and other materials on septic system design and the proper care and feeding of a septic system. The pr.ce is 55.20. Item-\VWPCPE28. Do More iirdb Scare Poster A free poster from the U.S. Environmen- tal Protection Agency (EPA). "Do.t1,%,re with SCORE: Small Community Outreach and Education Helps Solve Wastewater Problems. " explains how EPA's sinal] community outreach program can help communities solve their wastewater treatment problems. It lists national and state government agencies, public interest and advocacy groups, educadonal institutions. small community outreach coordinators and environmental training centers tor each state, and EPA's regional and SCORE coordinators in an attractive chart that is suitable for display. Single or muinple copies of the poster are available. Item r,WWBLPEQ3. Shipping and handling charges still appiy. PIPELINE _ Room is : skied quanenv by the National Small Flows C /arigrouse at West vrgmia Unrversrly F C. Bax 6064 Morgantown, WV 2E506-6064. Pipeline is sponsored by: U S. Environmental Protectron Agency Nashmgton, D.C. Steve togye—ProjectOihcer Municrbal Support D vrsion Cf.ce of Wastewater Management Natonai Small Flows Cleanrgnouse Nest Virginia Unnersrty Morgantown WV Peter Casae—Program Coordinator J Ross—Publications Supervisor Thea Angos—Speaal Technical Advisor Cathleen Falvey—Editor E^c Merrill—Graphic Designer Permission to auote r ar reproduce articles in the c..:.caroti s granter, «yen due acxnowedaement s given. Pease send a cocy of the C.rbncatlon in when hnformaton was used to the Pipeline editor al the address above. 'SSW 1060-0043 PtPEL'NE is ;r pec fly cse Jetted Stats E.mmorme,W Prorecr x Agency. The mrxena c ries newsletter ao ria r>ecessartiv reflect Re .News and Oakes d :.e Esemo sena Protector Agency oaf Does :tie ineeoco o, ^2nes or m -o r r ions carsnmre erhxserrert x rewmcrncaoon tor use .�xr.c o, rimed paper National Small Flows Clearinghouse 1 West Virginia University Box 6064 Morgantown, WV 26506-6064 Nonprofit Organization U.S. Postage Faid Permit No. 34 Morgantown. WV • - 7565 1 - nWL Zig, DRAFT DECLARATION OF PROTECTIVE COVENANTS PARK SUBDIVISION Garfield County, Colorado THIS DECLARATION OF COVENANTS is made and entered into by Greg Park and Diane Park on the day and year hereinafter set forth. WITNESSETH: The undersigned, owners in fee of that real property described as Lot 1 A and Lot 1 B, Park Subdivision, Garfield County, Colorado, desire to subject and to place upon said real property certain covenants, conditions and restrictions set forth herein, for the purpose of protecting the value and desirability of said property, for purpose of furthering the development of the property and in order to comply with conditions of approval of Garfield County for the Park Subdivision. NOW, THEREFORE, THE UNDERSIGNED hereby declare that Lot 1 A, and Lot 1 B, Park Subdivision, shall be held, sold and conveyed subject to the following covenants and conditions: ARTICLE 1 Pets Not more than one dog of any age or breed shall be kept upon a lot at any time. When outside, all dogs and other pets shall be leashed or restrained within an enclosure. In the event this covenant is violated, the owner in the lot not in violation may take such action as is reasonably necessary to correct the violation, including injunctive relief for the removal of any pets creating a violation of this covenant. ARTICLE 2 Fireplaces No open hearth, solid -fuel fireplaces will be allowed on any of the lots. One (1) new solid - fuel burning stove, as defined by C.R.S. 25-7-401, et seq., and regulations promulgated thereunder, shall be permitted in a dwelling unit. Dwelling units shall be permitted an unrestricted number of natural gas or propane burning stoves and appliances. ARTICLE 3 Lighting All exterior lighting on either lot shall be the minimum reasonably necessary for the safe use of the premises, and to the extent possible, all exterior lighting shall be directedRoward the interior - • • of the respective lots, except when absolutely necessary to provide for safety lighting on the premises. ARTICLE 4 Agricultural Living Colorado is a "Right -to -Farm" State pursuant to C.R.S. § 35-3-101, et seq. Landowners, residents and visitors must be prepared to accept the activities, sights, sounds and smells of Garfield County's agricultural operations as a normal and necessary aspect of living in a County with a strong rural character and a healthy ranching sector. All must be prepared to encounter noises, odor, lights, mud, dust, smoke, chemicals, machinery on public roads, livestock on public roads, storage and disposal of manure, and the application by spraying or otherwise of chemical fertilizers, soil amendments, herbicides, and pesticides, any one or more of which may naturally occur as part of a legal and non -negligent agricultural operations. All owners of land, whether ranch or residence, have obligations under State law and County regulations with regard to the maintenance of fences and irrigation ditches, controlling weeds, keeping livestock and pets under control, using property in accordance with zoning, and other aspects of using and maintaining property. Residents and landowners are encouraged to learn about these rights and responsibilities and act as good neighbors and citizens of the County. A good introductory source for such information is "A Guide to Rural Living & Small Scale Agriculture" put out by the Colorado State University Extension Office in Garfield County. ARTICLE 5 Water and Landscaping Restrictions Use of water shall not exceed that allowed by the respective permit for each lot as set forth for Lot 1 A under Colorado Division of Water Resources Permit No. 232502 and for Lot 1B under Colorado Division of Water Resources Permit No. 79110 and that Water Well Agreement dated December 5, 1979 and recorded December 14, 1979 in Book 541 at Page 20 in the Office of the Garfield County Clerk and Recorder. ARTICLE 6 Conditions of County Approval The use of all Lots shall be in strict accordance with the conditions of approval and Plat restriction contained in the County Resolution approving the Park Subdivision, including but not limited to, the ISDS Management Plan, the Wildland Fire Home Fuel Mitigation Plan, and the Weed Management Plan approved by the Weed Management Director of Garfield County. All owners of Lots shall use and occupy their respective Lots in conformity with all governmental regulations applicable thereto. 2 • • ARTICLE 7 Individual Sewage Disposal System Maintenance The owner of each Lot shall perform on the individual sewage disposal system serving the Lot such routine maintenance and repair as is sufficient to allow the system to perform in good working order, including, but not limited to, pumping the tank every two (2) years. ( ARTICLE 8 `� l Enforcement / Homeowner's Association The undersigned declare themselves to be an unincorporated non-profit homeowners association pursuant to the Colorado Uniform Unincorporated Non -Profit Association Act, known as the Park Subdivision Homeowners Association for the purposes herein stated. The Park Subdivision Homeowners Association shall be responsible for enforcing these Protective Covenants. If, however, the Homeowners Association fails to take action, these Covenants and the terms, conditions and provisions hereof may be enforced by the owner of either of the Lots, their successors and assigns. In the event legal proceedings are brought against any party for the purpose of such enforcement, the prevailing party shall recover from the non -prevailing party all costs associated therewith, including, but not limited to, reasonable attorney's fees. ARTICLE 9 Governing Law This Declaration shall be construed and governed under the laws of the State of Colorado. ARTICLE 10 Severability Each of the provisions of this Declaration shall be deemed independent and severable, and the invalidity or unenforceability or partial invalidity or partial unenforceability of any provision or portion hereof shall not affect the validity or enforceability of any other provision. ARTICLE 11 Term of Declaration Unless amended, each and every term, covenant, condition and restriction contained in this Declaration shall run with and bind the land, and shall be effective for a period of twenty (20) years after the date this Declaration is recorded, and thereafter shall be automatically extended for successive periods of ten (10) years each, but may, at any time, be amended or terminated by 3 • • unanimous vote of the owners of each of the lots within the Park Subdivision, with the approval of the Board of Commissioners of Garfield County, Colorado. ARTICLE 12 Binding Effect This Declaration shall be binding upon and inure to the benefit of the declarants and their successors in interest and ownership of Lot 1 A and Lot 1B, Park Subdivision, and to any person or entity having any right, title or interest in either of said Lots, or any part thereof, their heirs, personal representatives, successors and assigns. IN WITNESS WHEREOF, the undersigned hereby state and declare that the foregoing Declaration of Protective Covenants for the Park Subdivision shall be effective this day of , 2003. DATED this day of , 2003. STATE OF COLORADO ) ss. COUNTY OF GARFIELD The foregoing instrument was acknowledged before me on this day of 2003, by Witness my hand and official seal. My commission expires: 4 Notary Public AUG -20-2003 07:49PM FROM -Colorado Geo! teal Survey COLORADO GEOLOGICAL SURVE Department of Natural Resources — 1313 Sherman Street, Room 715 Denver, Colorado 80203 Phone (303) 866-2511 FAX (303) 866-2461 August 18, 2003 3038662461 POSt-itm Fax Note 7671 Date e/za 1med.. To From -y' ...7—: /, ' i ,,4e W �w Co /Dept. Co. Phone # Phone a 30,3 Q4 , J..f/ (a Fax rt 770 3g'- 3°17 ,Fax! Mr. Fred Jarman Garfield County Department Building and Planning 109 8t Street, Suite 303 Glenwood Springs, CO 81601 RE: Park Subdivision geologic hazards review Dear Mr. Jarman EXHIBIT [1111PF- 4M1 F NATURAL RESOURCES Bill Owens Governor Grog E. Walcher Executive Director Ronald W. Cattany Division Dlroctor Ronald W Catton Ac11ng State Geologist Thank you for the land use application referral. At your request and in accordance to Senate Bill 35 (1972) this office has reviewed the materials submitted and conducted a site inspection on August 14, 2003. The proposal is to subdivide a parcel of property into two Lots, one with a primary residence at the top of a small hill and another with a pre-existing cabin on the slope below towards County Road 112. From our understanding, both structures have water wells and ISDS. Please consider our observations and recommendations in your review of this land use application. We have inspected the site and find no geologic hazards that appreciably affect this site. The hill slope grades are moderate. The underlying materials are basaltic rocks and stable colluvial soils. We found no distress to the existing structures. We find no geologic hazard or condition that would preclude the intended subdivision of this property. If you have any questions please contact this office at (303) 866-3551. Sincerely, Jonathan L. White Senior Engineering Geologist RECEIVED AU6 2 GARFIELD COUNTY BUILDING & PLANNING 1 • AUSTIN MARQUIS 0956 County Road 112 Carbondale, Colorado 81623 To: Planning and zoning Commission Garfield County • Dear Ladies and Gentlemen, ri am writing this letter to voice mg objection to the variance o u haue under consideration for property located across the road '.from theiLd. King residence at 1104 Countg Road 112 in Carbondale. When I purchased mg 29 acres in1966 this was a rural area all the way from Itighwag BZ to the end of 112 at Cattle Creek. 1 later purchased 20 acres for protection and to keep the rural feeling intact 1 later purchased 32 acres with a partner who later wanted out . The 0019 way to yet our money out at the time was to divide into 6 acre parcels. Five houses were built not one of which are visible from the road. In the past few gears 3 houses have been built on small lots across and adjacent to mg property at 0956 County Road 112. There is minimum set back from 112 and absolutelq no effort was made to blend these houses into the natural folage or landscape. These small lots are mostly overgrazed and have no rural appearance„ Rs you come off of Highway 82 and proceed 103 Road one sees nothing but ranch land except for Wooden Dear where an effort was made to build within the pinon pine and cedars. When jou turn off of 103 onto 112 and proceed up the hill all houses are hidden m the trees until you get to the top of the hill across .from my house you get the 3 houses across from mg house on small lots that are not in keeping with rural feel. Hs you proceed further on 112 there are horse ranches within sight but they are ranch house types that blend in to the landscape, 1 believe the problem arises when houses are permitted to he built an small lots w open meadows with no screening by natural vegitation Please disallow this request for variance and keep 112 a scenic asset to Garfield County. Sinterel, Austin Marquis 0956 County Road 112