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HomeMy WebLinkAbout1.0 ApplicationLand Use Change Permit Application 2168 County Road 120 Ranch 25, Lookout Mountain Ranch Subdivision Accessory Dwelling Unit October 12, 2016 Dan and Ayla Cacho 113 Timber Creek Dr. Glenwood Springs, CO. 81601 danandayla@hotmail.com ori Garfield County Community Development Department 108 8`h Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.earfield-countv.com TYPE OF APPLICATION 0 Administrative Review ❑ Limited Impact Review 9 Major Impact Review ❑ Amendments to an Approved LUCP ❑ LIR ❑MIR ❑ SUP LAND USE CHANGE PERMIT APPLICATION FORM ❑ Development in 100 -Year Floodplain ❑ Development in 100 -Year Floodplain Variance ❑ Code Text Amendment ❑ Rezoning 0 Zone District❑ PUD ❑ PUD Amendment ❑ Minor Temporary Housing Facility 0 Administrative Interpretation ❑ Vacation of a County Road/Public ROW 0 Appeal of Administrative Interpretation ❑ Location and Extent Review 0 Areas and Activities of State Interest ❑ Comprehensive Plan Amendment 0 Accommodation Pursuant to Fair Housing Act ❑ Pipeline Development 0 Variance ❑ Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: J u& f, ,Gly 14 CacLr^ Phone: ( 303 ) 332 - (207 Mailing Address: (13-noliaer ('rook 7r - City: G I e 0CM Sp i xgs State: CO Zip Code: S (60 I E-mail: £Lrtauu to y ta@ (no -i -ma; l • Com Representative (Authorization Required) Name: Phone: ( Mailing Address: City: State: Zip Code: E-mail: PROJECT NAME AND LOCATION Project Name: ( t Lo Farm�� Residolice Apo Assessor's Parcel Number: Z I $ 7 - I Physical/Street Address: 2I68 Court -f -y extA I20 Legal Description:,Socf;eA ; 18 lor.)1, : 6 Rang : 8g 5„IncJiii Sunil ; Lnn%Quf- Rdnr1 At 26- 11a rA AmenrAert QQnrlio5 23 25-Z7 L33 Zone District: R ul o. Property Size (acres): 34 .9S0 PROJECT DESCRIPTION Existing Use: v`; Le A # L Proposed Use (From Use Table 3-403): (lcap4sory Poe (1;A g Utn i + Description of Project: Opt„}pu1c1 1;1fe +n ariA do AD!) akcvf' +Ltc rjnrare 4n +E�r? -n►kP -F�AtL� rS curreAfiy 6011-1-. 71,,e ADU wnvi<1 toe nprrax;olQtely/ 420 S. 12. in Fe f win nal- ;nrre4sp +ur Otter ( rnefprin-t n 4140 primary %oAte • REQUEST FOR WAIVERS Submission Requirements CS The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: i4 - 203 (i )Tr+par+ Ana lys rs Section: 4I -203(o) Ficnip1rtirt AV+a(vsiS Section: LI-2O3CL) rrA_Mc +udy Section: Waiver of Standards g) The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: 7- 202 4vI y Section: Section: Section: I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. 9/f Signature of Pr¢perty Owner OFFICIAL USE ONLY 0/14 /70r6 Date File Number: - Fee - Fee Paid: $ CGarfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") Dan E. Ay IQ Car ho agree as follows: 1. The Applicant has submitted to the County an application for the following Project: Car:lno Family Rcs c(earr AD u 2. The Applicant understands and agrees that Garfield County Resolution No. 2014-60, as amended, establishes a fee schedule for each type application, and the guidelines for the administration of the fee structure. 3. The Applicant and the County agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. The Applicant agrees to make payment of the Base Fee, established for the Project, and to thereafter permit additional costs to be billed to the Applicant. The Applicant agrees to make additional payments upon notification by the County, when they are necessary, as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional County staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, the Applicant shall pay additional billings to the County to reimburse the County for the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land. hereby agree to pay all fees related to this application: Billing Contact Person: `taut t ar 1 o Phone: ( 303 ) 33Z - f 107 Billing Contact Address: f I.3 Ti -0,6# r Cree of City: C,IpAbocect Cpr in9s State: co Zip Code: ?ib01 Billing Contact Email: rlan anrt ay (a rQ 1,0+6A0,1 . co'' Printed Name of Person Authorized to Sign: DA IA ;el C'ac�no to/l14/2 ft nature (Date) ) ( ? October 12, 2016 Garfield County Community Development Department 108 8th St, Suite 401 Glenwood Springs, CO. 81601 RE: Impact Analysis — Cacho Family Residence ADU To Whom it May Concern, We would like to request a waiver for an Impact Analysis of our project at 2168 County Road 120, or Lookout Mountain Ranch 25. The small scale of the ADU and the fact that it is going to be constructed over the garage will not create significantly more impact to the site than the overall build of the primary home. A waiver of a full impact analysis for this project would not compromise a proper and complete review, and the information required by an impact analysis is not material to describing the proposal or demonstrating compliance with approval criteria. Please review the narratives listed below that reference each request for information listed in 4-203(G) in the Land Use Code: 1. Adjacent Land Use The adjacent properties within 1500 feet of the project site are all zoned Residential Low Density. There is currently only one home that is built on any of the surrounding parcels — the home of Ron Vincent. The ADU and the primary home will be a land use that is compatible with the current land use of the adjacent neighboring properties. 2. Site Features The primary home site will be an area approximately 80'x41'. The ADU will be located over the attached garage so there will be no net increase to the overall primary home site project envelope from the ADU. The site is located on a gently rolling hill that slopes off to the south at less than 20 degrees. The vegetative cover consists of a mountain shrub community made up of mostly oak brush, service berry, and choke cherry. The weather and climate in the area are similar to those of the rest of the Roaring Fork Valley and the Glenwood Springs area — summers consist of hot sunny days that can produce storms daily in the afternoon, winters consist of often snowy stretches mixed with cold and clear days. There are no bodies of water located near the project site and no areas nearby that are subject to flooding. The project site is located at approximately 8142' in elevation. - 3. Soil Characteristics HP Geotech developed a Soils Report for the site. Please refer to the "Soils Report" TAB. - 4. Geology and Hazard As previously stated, the ADU does not increase the overall building envelope for the primary home. There are no uniquely hazardous geologic features identified on the site. The potential hazards to the area, identified by the county's Hazard Identification and Risk Assessment, of lightning and wildfire are hazards that are not unique to this site and the existence of this ADU would not increase the risk of these hazards to the primary home. Please refer to "Geologic Hazards" TAB. - 5. Groundwater and Aquifer Recharge Areas The ADU and the primary home will be built with a waste treatment system that will appropriately manage waste water produced by both. Please refer to "Soils Report" TAB for the complete HP Geotech Soils Report. 6. Environmental Impacts Please refer to the "ADU Application Land Use Article 7 Letter" pages 2-3 under "Wildlife Habitat Area", as well as the associated provided wildlife habitat maps under the "Wildlife" TAB. Again, this project is not anticipated to significantly impact any critical wildlife habitat or be of any significant impact to local flora. In terms of any potential radiation hazard, the owners have not been made aware of any of these sources existing on the property and none are anticipated to be created by the construction of this project. - 7. Nuisance Typical noise, dust, and visual nuisances associated with construction projects similar to these are expected during the construction of this project. These nuisances will be mitigated within reason and impacts to surrounding properties and property owners are expected to be minimal. Upon project completion these nuisance impacts will no longer be present as a result of the ADU. - 8. Hours of Operation This section is not applicable to this project. Please contact us at danandayla@hotmail.com if you have questions regarding this project. Sincerely, Dan and Ayla Cacho Owners / Applicants Cacho Family Residence — 2168 C.R. 120 Glenwood Springs, Co. 81601 October 12,2016 Garfield County Community Development Department 108 8th St., Suite 401 Glenwood Springs, CO. 81601 RE: Section 7, Cacho Family Residence ADU To Whom it May Concern, The proposed ADU project is designed over the attached garage. The ADU as designed will be approximately 420 square feet, and the ADU will not increase the overall footprint of the residence. We anticipate that the ADU will not add significant impacts to the build site, resources used, or the surrounding area. The additional standards for residential uses are as follows (as listed in the Land Use Code, Section 7- 701): A. Maximum Floor Area — The floor area of an ADU shall not exceed 3,000 square feet for any lot 4 acres or greater. B. Ownership Restriction — An ADU is restricted to leasehold interest in the dwelling unit and is for residential of Home Office / Business use only. C. Compliance with Building Code — Construction shall comply with the standards set forth in this Code and with Building Code Requirements. D. Minimum Lot Area — The minimum lot size for an ADU is 2 acres. E. Entrance to the Dwelling Unit — a separate entrance to the accessory dwelling unit is required. F. One Per Lot — One Accessory Dwelling Unit which is subordinate to a single -unit (primary) dwelling unit is allowed per legal lot. It is anticipated that the ADU for this project will meet all of these requirements and the following narrative further describes how the ADU will comply with the Land Use Code. 7-101 — ZONING The property on which the ADU would be located is zoned Rural. 7-102 — COMPREHENSIVE PLAN The proposed ADU project is not anticipated to be in any way outside of the guidelines set forth by the Comprehensive Plan. 7-103 — COMPATIBILITY The ADU will be built in a manner that in minimally impacts the immediate landscape. As stated above, the ADU will not increase the footprint of the building project, which in total, including the ADU, will be less than 3,000 square feet. 7-104 — SOURCE OF WATER The ADU is going to piggyback on the water system that will be used for the primary residence. The entire project will utilize water delivered to the site via a pre-installed shared well system. The source of the water for this system comes from a well located on Ranch 23. The project lot, Ranch 25, was intended to be served by this system and the lot was purchased with a tap to the system already in place. In terms of quality of the water to the site, please refer to the Water Quality Report in the "Water" TAB. Through discussions with Aquatec in New Castle the owners of the primary residence anticipate installing a water treatment system to the waterline as it comes into the home to ensure potability, and may install a water storage tank to better serve the water demands from the home. Details on the amount of water dedicated to the property are located under the "Water" TAB, page 2 paragraph 2 of "Exhibit A — Additional Provisions". A map of the water system as well as the decreed water right, well permit information, and Basalt Water Conservancy District Allotment Contract are under the same TAB as well. 7-105 — WASTEWATER SYSTEMS Please see the attached design provided by All Service Septic under the "Septic" TAB. An engineered system will be installed to these design specifications during the construction of the primary residence. 7-106 — PUBLIC UTILITIES The project is anticipated to utilize a propane gas tank as well as electricity that has recently been extended by Holy Cross Electric from a distribution line that currently runs through the property. 7-107 — ACCESS AND ROADWAYS The road to the property for the proposed ADU is Garfield County Road 120. It is maintained per Garfield County's standards. It is a rural road which sees minimal maintenance or use, and it is anticipated that the proposed ADU will add minimal impact to the road. The 2014 Garfield County Road Traffic Counts show 119 vehicle trips per day on County Road 120. Please refer to the "Traffic" TAB. The driveway to the project site will be improved to at least a gravel / native material driveway. There will not need to be any additional improvement to the roads or driveway in order to accommodate the ADU. A waiver for a traffic study is being requested as there will be minimal additional impact from this proposed ADU to surrounding local roads. 7-108 — USE OF LAND SUBJECT TO NATURAL HAZARDS The proposed ADU project will not add to the potential of the structure as a whole to experience or be subject to any natural hazards. One significant hazard in the area of the proposed project could be wildland fire. The entire project will be constructed to minimize fire risk with the advice of local fire agency professionals, and the developed defensible spaces will be strictly maintained by the owners. 7-109 — FIRE PROTECTION The ADU project will be serviced by the Rural Fire Protection District. There have been relatively small acreage wildland fires in the Lookout Mountain area within the last few years and they have been managed by nearby cooperating fire districts. 7-201 — AGRICULTURAL LANDS The proposed ADU project will not significantly increase any impact to surrounding agricultural uses. Lookout Mountain Ranches are zoned agricultural and there is currently an agricultural producer utilizing the Ranches for grazing. The ADU will not increase the overall footprint of the project, minimizing surface area impact to agricultural use. It is anticipated that fences will be built to contain domestic animals as well as keep livestock out of the residential space. These fences will be maintained by the owners. 7-202 — WILDLIFE HABITAT AREAS The proposed ADU project will have minimal additional impact to surrounding wildlife habitat. Lookout Mountain Ranches currently have homes spread intermittently throughout the landscape. Wildlife in the area will not experience increased predation or be forced to use alternate migration routes as a result of the ADU. Habitat loss through construction of the ADU will be minimal as the ADU will be constructed directly over the attached garage. All domestic animals will be controlled with maintained fences and dogs will not be allowed off leash outside of these fenced areas. Areas disturbed during project construction will be revegetated with a wildland seed mix that will complement the current native vegetation and weeds will be controlled on the property through chemical and mechanical control. The owners intend to maintain the local vegetation in order to benefit wildlife — which currently consists of primarily late successional stage oak brush, service berry, and choke cherry. Treatment of these areas to return them to an earlier successional stage, along with removal of areas of brush cover to help add diversity to the landscape will be beneficial to local fauna as well as reducing fire risk. Wildlife species of interest in the area of the project would be mule deer, elk, black bear, mountain lion, and possibly nesting birds/raptors. According to Colorado Parks and Wildlife habitat mapping (refer to "Wildlife" TAB), the project would be in mule deer winter range and would be right on the border of elk winter and summer range. Winter habitat for both deer and elk are of most significance for each species, as resources become often times severely limited. One of the biggest impacts to mule deer during winter besides weather and snow accumulation is human presence, which is exacerbated when accompanied by domestic pets not under direct control. The area of the project sees some human presence in the winter, but it is minimal. The project will add minimal human presence to the landscape and domestic pets will be under direct human control at all times in the winter. Elk tend not to be as sensitive to weather conditions as mule deer in the winter, but are susceptible to stress from human and uncontrolled pet presence. Elk sign has been rarely observed on the project site during the last two winters, and the snow is often too deep for mule deer to effectively utilize the site during the winter. The above mentioned mapping shows no deer or elk migratory routes on or near the project site. Black bears are expected to inhabit areas near the project site. The project owners are keenly aware of bear issues in the Glenwood Springs / Roaring Fork Valley area. Trash will be kept in a bear resistant container. There are no known raptor nests near the project area and no other nesting birds have been observed on site. Mountain Lions have been observed and reported to Colorado Parks and Wildlife in the Doc Holiday Gravesite / Boy Scout Trail area, and the proposed project site is good mountain lion habitat. The proposed ADU construction should have no noticeable impact to this species. 7-203 — PROTECTION OF WATERBODIES There are no bodies of water on the property, and no bodies of water will be impacted by the development of the proposed ADU. 7-204 — DRAINAGE AND EROSION The proposed ADU will not have a significant impact to the drainage and erosion of the site as it will be constructed over the attached garage. The existing topography where the entire project will be built is currently a softly rolling hilltop that falls away to the south. The project will be built near the top of the hill, and the ground near the house will be graded during construction to drain water down and away from the house. Additional impervious surfaces from the ADU will be minimal, and drainage of surfaces into bodies of water is not an issue as there are no bodies of water on the property. Please refer to the "Architectural & Survey" TAB for maps that detail final grade of the area around the proposed ADU site. 7-205 — ENVIRONMENTAL QUALITY Hazardous materials related to the construction of our proposed ADU will be used and stored in compliance with applicable State and Federal hazardous material regulations and should not have a significant impact on local air or water quality. 7-206 — WILDFIRE HAZARDS Although the area where the proposed ADU is currently "not covered" according to the current Community Wildfire Protection Plan Map, the entire project will be treated for fire mitigation and a "defensible space" will be established and maintained by the owners of the project. The project is not going to be built in a Severe Wildfire Hazard Area, it will not be built on a slope of greater than 30 degrees, and will not be built in an area that has been identified as a fire chimney. The project will not change potential for a wildfire or change potential wildfire intensity, and the proposed project will be built with a standing seam metal roof helping to reduce fire potential. According to the "Wildfire Hazard: Study Area 1" map on page 10 of the Garfield County Hazard Identification and Risk Assessment document, the area where the project will be located is low to moderate for risk of wildfire. Please refer to the "Wildfire" TAB for the previously mentioned map. 7-207 — NATURAL AND GEOLOGIC HAZARDS A below- ground propane tank may be utilized for the entire project — it will be installed to current industry and governmental standards. The project will not be built in any avalanche, rockfall, landslide, or alluvial fan hazard areas, and will not be in any mudflow areas or over any known faults. The slope the project will be built on should not trigger any of the restrictive measures listed in the land -use code. The project will be built based upon consultation from a structural engineer to ensure that it is appropriate construction on the local soil types. 7-208 — RECLAMATION Any disturbance to the area resulting from construction of the project will be restored to blend with the surrounding topography and re -vegetated to match existing native flora. Invasive weeds will be managed with chemical and mechanical control. 7-301— COMPATIBLE DESIGN The project will be built in a mountain -contemporary style and will blend with the area and surrounding styles of homes. It is not anticipated to create any significant odors, dust or glare, and noise levels generated by the ADU or occupants will be kept to a minimum. 7-302 — OFF STREET PARKING AND LOADING STANDARDS The project will provide for at least two full off-street parking spaces for the ADU. 7-303 — LANDSCAPING STANDARDS Although landscaping is not required for ADU's, the surrounding landscape will be maintained by the owners to minimize invasive weeds, blend the re -vegetated areas with the surrounding native vegetation and maintained to minimize wildfire risk. 7-304 — LIGHTING STANDARDS Exterior lighting for the project will be directed inwards towards the project and will be fully shielded from shining concentrated beams onto other properties, and permanent lighting will be restricted to lower than 40 feet in height. 7-305 — SNOW STORAGE STANDARDS Although snow storage standards are not required for ADU's, snow storage sites have been planned and will be discussed and implemented with the General Contractor during construction. 7-306 — TRAIL AND WALK -WAY STANDARDS This project will not include any trails or walk -ways. Thank You, Dan and Ayla Cacho Owner's / Applicants Cacho Family Residence — 2168 C.R. 120 Glenwood Springs, CO. 81601 Cacho Family Residence ADU List of Surrounding Neighbors Lot 29 Gregory M & Gina TJesuroga 503 Easy Street Glenwood Springs, CO. 81601 Lot 24 & Lot 21 Caroline Apts Co 18E 50th St. New York, NY. 10022 Lot 22 Frank Ronald Vincent 3699 County Road 120 Glenwood Springs, CO. 81601 Lot 26 Daniel Thimsen 877 Canyon Creek Dr. Glenwood Springs, CO. 81601 July 14, 2016 Garfield County Community Development Department Garfield County 108 8th St, Suite 401 Glenwood Springs, CO. 81601 RE: Mineral Rights Research, Cacho Family Residence ADU To Whom it May Concern, On July 14, 2016, Dan and Ayla Cacho researched the history of the mineral rights associated with 2168 County Road 120 (Otherwise known as Ranch 25, Lookout Mountain Ranches) at the Garfield County Clerk and Recorders Office. Dan spent approximately 4 hours researching and Ayla spent approximately 2 hours researching. Although some information regarding recent transfers of the property and associated rights were present in the records that were kept with Garfield County, the Cacho's were unable to follow a complete history of transactions regarding the mineral rights and associated holders of those rights, possibly due to an incomplete set of records kept. They were able to formulate a chain of ownership of the property as follows: Bair, J Golden > Ranch Venture (Rec #: 505766) > Rudd, Wayne — Lookout Mountain > Rudd Aviation Inc. > Mara, Patricia > Cacho, Daniel &Ayla A record in Book 263, Page 149 contains verbiage pertaining to the property and an Oil and Gas Mining Lease. Please see the attached copy of those pages and receipt for copies made. Prior to purchasing the property, the Cacho's performed independent research to determine the current holder of any and all mineral rights attached to the property. Through discussions with Monte Senor with the Bureau of land Management, it was determined that there is a US Patent on the minerals for Ranch 25. When asked what the potential was for mineral development in the area, Senor told Cacho that the potential was "extremely low to not likely" because of the likely depth of any potential minerals in that area. Please see the attached map of Mineral Ownership. An attempt was made to locate an address for whomever is responsible for the US Patent on the minerals for the property, but no address was found. The address for the Colorado River Valley Field office of the Bureau of Land Management is: 2300 River Frontage Rd. Silt, CO. 81652 Thank You, Dan and Ayla Cacho Owners / Applicants Cacho Family Residence — 2168 C.R. 120 Glenwood Springs, CO. 81601 Cacho Family Residence ADU Project Description Statement of Need: The Cacho Family is requesting a Land Use Change Permit to build a small Additional Dwelling Unit — approximately 420 square feet — over the garage of the primary home that is being built at 2168 County Road 120 in Garfield County Colorado. The construction of the ADU will have no net increase of the footprint of the home and is anticipated to create minimal increased impact to the surrounding landscape once complete. Timeline, Project Size, Employee Numbers, etc: The primary residence at 2168 C.R. 120 is currently being constructed, with an anticipated completion of construction between April and May of 2017. If the Land Use Change Permit is granted, the ADU will be completed as part of the construction of the primary residence and should not add any significant time to the overall completion of the primary residence. The ADU will not require any additional employees to construct than the primary residence and should not create any more additional disturbance than the construction of the primary residence. Zoning: Rural Fire Protection: Rural Fire Protection District Existing Improvements: There is currently an unimproved driveway into the lot — this driveway will be improved to at least gravel with the completion of the primary residence. There is currently only a small shed located on the property. Water Supply: Water is supplied to the property via a shared well system that originates on Ranch 23. Easements: A water line easement runs through Ranch 25. The building envelope of the primary residence and the proposed ADU are well outside of the easement boundary. October 12, 2016 Community Development Department Garfield County 108 8th St, Suite 401 Glenwood Springs, CO. 81601 RE: Waiver Requests for Cacho Land Use Change Permit Application — Cacho Family Residence ADU To Whom it May Concern, We are requesting waivers, in accordance to section 4-202 of the Garfield County Land Use Code, for the following portions of our Land Use Change Application: - Impact Analysis - 4-203(G) The size and scope of the proposed ADU should not warrant the level of review that is included in a full Impact Analysis. Each section of the Impact Analysis is touched upon and should suffice for this application. - Traffic Study — 4-203(L) The proposed ADU will not add a significant amount of increased traffic on County Road 120. County Road 120 is a minimally maintained dirt county road. Details of the anticipated impact from traffic generated by the proposed ADU are listed in the Section 7 portion of this application. Floodplain Analysis — 4-203(0) The proposed ADU will be part of the construction of the primary residence located at 2168 County Road 120. The home site is located at approximately 8100' in elevation, near the top of the south side of the Glenwood Canyon, which should deem a floodplain analysis unnecessary. Wildlife Impact Study (7-202) As mentioned above, the size and scope of the proposed ADU does not warrant a full Wildlife Impact Study. Many of the potential impacts from the proposed ADU and the primary home are described in the Section 7 portion of the application, as well as habitat maps for different species of wildlife that could potentially be impacted by the project, but it is re-emphasized that a project of this size should have no noticeable increased impact to wildlife. Thank You, Dan and Ayla Cacho Owners / Applicants Cacho Family Residence - 2168 County Road 120 Glenwood Springs, CO. 81601 WARRANTY DEED State Doc Fee: $15.00 Recording Fee: $11.00 THIS DEED Is dated the 29th day of October, 2014, and is made between Patricia S. Mara (whether one, or more than one), the "Grantor" of the County of Los Angeles and State of California and Daniel M Cacho and Ayla M Cacho the "Grantees", whose legal address is 2168 County Road 120, Glenwood Springs, CO 81601 of the County of Garfield and State of Colorado. WITNESS, that the Grantor, for and in consideration of the sum of One Hundred Fifty Thousand Dollars and No Cents ( $150,000.00 ), the receipt and sufficiency of which is hereby aclmowledged, hereby grants, bargains, sells, conveys and confirms unto the Grantees and the Grantees' heirs and assigns forever, not in tenancy h common but in joint tenancy, all the real property, together with any improvements thereon, located in the County of Garfield and State of Colorado described as follows: Ranch 25 Third Amended Plat of Ranches 23,25-27 and 33, a Portion of Lookout Mountain Ranch, Lookout Mountain Ranches as the same appear on the Plat recorded as Reception Nos. 345060 and 513878 in the records of the County of Garfield, State of Colorado, According to the Plat thereof recorded November 25, 1998 as Reception No. 535970. County of Garfield, State of Colorado also known by street address as: 2168 County Road 120, Glenwood Springs, CO 81601 TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, the reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the Grantees, and the Grantees' heirs and assigns forever. The Grantor, for the Grantor and the Grantor's heirs and assigns, does covenant, grant, bargain, and agree to and with the Grantees, and the Grantees' heirs and assigns: that at the time of the ensealing and delivery of these presents, the Grantor is well seized of the premises above described; has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, and in fee simple; and has good right, full power and lawful authority to grant, bargain, sell and convey the same 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, encumbrances and restrictions of whatever kind or nature soever, except and subject to: 2014 taxes and all subsequent years, restrictions, reservations, covenants, easements and rights-of-way of record, if any. And the Grantor shall and will WARRANT THE TITLE AND DEFEND the above described premises, but not any adjoining vacated street or alley, if any, in the quiet and peaceable possession of the Grantees, and the heirs and assigns of the Grantees, against all and every person or persons lawfully claiming the whole or any part thereof. IN WITNESS WHEREOF, the Grantor has executed this deed on the date set forth above. 27404t._ Patricia S. Mara State of CoZ. LAI/ _ County of Lc 4" cecc The foregoing instrument was acknowledged before me this 2 4 day of October, 2014 by Patricia S Mara. DAVID LOWE Commission 9 2049386 Notary Public - California Los Angeles County My Comm. Expires Dec 16, 2017 Witness my hand and official seal. 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(7Q J ��� J• ° 100 St a oo co c)' 1 CD CD 0 01 y cc Q o• I. o AQ - A indicates Survey Point Control Elevation 8142.00' :se oN pup pua5a7 l uDJp fy /an/DA Jel,oM z\ ct%1 co% c)) z\ 11 Z\L c44444 A Custom Residence for: Dan & Ayla Cacho Lot 25, Lookout Mountain Ranch Garfield County, Colorado ORDAN ARCHITECTURE, INC. P.O. Box 1031 Glenwood Springs, Colorado 81602 Phone: 970.618.6690 bradjordanarchitect@gmail.com jordanarchitecure.com El Revisions o CD A Custom Residence for: Dan & Ayla Cacho Lot 25, Lookout Mountain Ranch Garfield County, Colorado ORDAN ARCHITECTURE, INC. P.O. 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N C\ d :ID rD CD A Custom Residence for: Dan & Ayla Cacho Lot 25, Lookout Mountain Ranch Garfield County, Colorado ORDAN ARCHITECTURE, INC. P.O. Box 1031 Glenwood Springs, Colorado 81602 Phone: 970.618.6690 bradjordanarchitect@gmail.com jordanarchitecure.com Copyright © 2016 by Jordan Architecture, Inc. c eD A Custom Residence for: Dan & Ayla Cacho Lot 25, Lookout Mountain Ranch Garfield County, Colorado J ORDAN ARCHITECTURE, INC. P.O. Box 1031 Glenwood Springs, Colorado 81602 Phone: 970.618.6690 bradjordanarchitect@gmail.com j ordanarchitecure. com c rD 0 105-12-16 d Permit A Custom Residence for: Dan & Ayla Cacho Lot 25, Lookout Mountain Ranch Garfield County, Colorado J ORDAN ARCHITECTURE, INC. P.O. 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Colorado's Well Permit Search Well Constructed Receipt: 9501113A Division: 5 Permit #: 57624-F - Water District: 38 Well Name / #: County: GARFIELD Designated Basin: Management District Case Number: WDID: Help Last Refresh: 7/2/201412:0134 AM [-] Applicant/Owners History Date Range Applicant/Owner Name Unknow - Present LOOKOUT MOUNTAIN ASS1 ES U Address City/State/Zip 8231 MISSION ROAD, SUITE 104 PRAIRIE VILLAGE, IC} 66208- [-] Location Information Approved Well Location: Q40 Q160 Section Township Range PM Footage from Section Lines NE NW 18 6.05 88.0W Sixth 950 N 600 W Northing (UTM y): 4378966.0 Easting (UTM x): 305284.2 Location Accuracy: Spotted from section !Ines Physical Address City/State/Zip Parcel ID: Subdivision Name LOOKOUT MOUNTAIN RANCHES Filing Block Lot 33 Acres in Tract: 35.1 C-] Permit Details Date Issued: 06/10/2002 Use(s): DOMESTIC Special Use: AUGMENTED Area which may be irrigated: 2.3 ACRES Maximum annual volume of appropriation: Statute: Date Expires: 06/10/2004 Aquifer UNNAMED AQUIFERS Permit Requirements: Totalizing Flow Meter Geophysical Log Abandonment Report No Yes No Cross Reference Permit Number Receipt Description Permit(s): 53670-F- 05_1565E Comments:X-refer permit nos. MH -19507, 201156 (CA) & 53670P. BWCD Contract No. 41 (-] Construction/usage Details Well Construction Date: 08/20/I992 Pump Installation Date: 12/29/1998 Well Plugged: 1st Beneficial Use: Elevation Depth Perforated Casing (Top) Perforated Casing (Bottom) Static Water Level Pump Rate 400 320 400 310 15 Driller Pump Installer tic # Name 1095 SHELTON, WAYNE 1050 SAMUELSON, RAUN Address B ox 1059 BASALT, CO 81621 B O% 297 GLENWCGO SPCA CO 81602 Phone Number 970.927-4182 970-945-6309 L[-] Application/Permit History Permit Issued Application Received Pump Installation Report Received Pump Installed Well Construction Report Received Well Constructed 06/10/2002 05/01/2002 01/25/1999 12/29/1998 11/27/1992 08/20/1992 [-] Imaged Documents Document Name 01.1011111A Ordinal F•6 Statement of Beneficial Use Permit to Construct a Well Date Imaged Annotated 12/09/2007 Yes 12/09/2007 No 12/01/2007 No 12/01/2007 No Permit to Construct a Well 12/01/2007 Yes Correspondence. memos. 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P M rl rl M el el el el ry N N P N N el .'. .4 u v � 3 L Ino T. u N 1 Y • 5 _zI h W y J e Cd Q SG •CC13 ?i C33 @ 9 9 J T. 4_gAN 21_ ▪ wCyOx N AiA0.flH 1Ny_a YbY • .. mC CC0 Cy iE E9G1 y 13 E ifel'iS mm,...ia l=sCsoo• 71as6cc1 T{arar4lisagami nii7 ri a. us 5 u 4' 1 0 -r • O 3 x w a Y / Garfield County Hazard Identification and Risk Assessment etech HEPWORTH-PAWLAK GEOTECHNICAL October 30, 2015 Dan and Ayla Cacho danandayla@hotmail.com Hepworth-Pawlak Genttchnicat, Inc 5020 County Ro; J 154 Glenwot d Springs, Colorado 81601 Phone. 970.945.7988 Fax 970-9.15-B454 email I1rgeo@hpgeoteeh,cinn Job No.115 461A Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 25, Lookout Mountain Ranches, Lookout Mountain Road, Garfield County, Colorado. Dear Mr. and Mrs. Cacho: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our proposal for geotechnical engineering services to you dated September 14, 2015, Proposal No. 165-15. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: At the time of our study, design plans for the residence had not been developed. The proposed residence is assumed to be a 1 to 2 story structure located in the area of Pits 1 and 2 on the site as shown on Figure 1. Ground floor is assumed be slab -on -grade or structural above crawlspace. Cut depths are assumed to range between about 3 to 6 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. When building location, grading and loading information have been developed, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at the time of the field exploration. The proposed location for the residence is situated on a south facing hillside. The ground surface within the proposed building area is gently sloping down to the south and east with about 3 feet of elevation difference. The ground falls away more steeply below the proposed building area. Vegetation on the site consisted of scrub oak trees with limited grasses and weeds. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 1 to 1 foot of topsoil, consist of fractured and broken basalt rock in a silt matrix. Results of a gradation analysis performed on a sample of the fractured basalt obtained from the site are presented on Figure 3. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthome 970-468-1989 2 Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural rocky soil designed for an allowable soil bearing pressure of 2,500 psf for support of the proposed residence. The soil matrix could tend to compress after wetting and result in minor post -construction foundation settlement of less than 1 inch. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. The topsoil and loose disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Voids created by large rock removal should be backfilled with compacted road base or with concrete. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation wails acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for the on-site soil as backfill excluding rock larger than about 6 inches. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below Iowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular Job No.l 15461A material used in the underdrain system should contain less than 2% passing the No. 200 sieve, Tess than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11 feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at Least 90% of the maximum standard Proctor density in landscape areas. Free -draining wall backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and n minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percolation Testing: Percolation tests were conducted on October 8, 2015 to evaluate the feasibility of an infiltration septic disposal system at the site. One profile pit and three percolation holes were dug at the locations shown on Figure 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the Profile Pit shown on Figure 2 and consist of extremely gravelly sand (USDA Classification). The percolation test results are presented in Table 2. Based on the subsurface conditions encountered and the percolation test results, the site should be suitable for an infiltration system but could require a sand filter system. A professional engineer should design the infiltration septic disposal system. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and Job No. 115 461A 4 extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Tom C. Brunner— Staff Engineer Reviewed by: Steven L. Pawlak, P. E. TCB/ksw -04,441"A 4t; 15222 /4 44' 67610 • Attachments: Figure 1 =: - ` n of Exploratory Pits Figure 2— Logs of Exploratory Pits Figure 3— Gradation Test Results Figure 4 — USDA Gradation Test Results Table 1— Summary of Laboratory Test Results Table 2— Percolation Test Results lob No.115 461A APPROXIMATE SCALE t-200 RANCH 22 N. kp,e,\ / �l' / \1 // // / / am / / 4E/ L � /2 1 4/ / I t RANCH 24/ / ��� RANCH 25 �/ / / / / / RANCH 28 1 t" ---s• — 1 1 1 r / / ■PIT1 111 ■ PIT 2 P3Q Pi � t P 2 A ■ PROFILE PR NOTE: PIT LOCATIONS ARE RELATIVE TO EACH OTHER AND NOT TO SCALE. RANCH 29 / ♦ ♦ 115 461A Gatech HEPWORfi+PAWLAX GEOR6piNIr-Ai. LOCATION OF EXPLORATORY PITS Figure 1 • • 0 5 10 LEGEND: PIT 1 • ti. ••a d A" • _J PIT 2 • '. •, a. - +4 70 _ J -200=8 ElTOPSOIL; organic sandy silt and clay, slightly moist, black. _J NOTES: PROFILE PIT - - GRAVEL2 54 1 SAND 35 SILT- 9 CLAY..2 . - J LL- 53 PI- NP 0 • • • 10_ BASALT ROCK (GM); fractured and broken in a silt matrix, medium dense to dense, slightly moist, mixed brown and gray. 2" Diameter hand driven liner sample. Disturbed bulk sample. 1. Exploratory pits were excavated on October 7, 2015 with a mini -excavator. 2. The exploratory pits were excavated at the house and septic disposal areas designated by the dient. 3. Elevations of exploratory pits were not measured and the togs of exploratory pits are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit Togs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time 7. Laboratory Testing Results: +4 = Percent retained on the No. 4 sieve -200 = Percent passing No. 200 sieve LL = Liquid Limit (%) PI = Plasticity Index (%) NP = Non -plastic Gravel = Percent retained on No. 10 Sieve Sand = Percent passing No. 10 sieve and retained on No. 325 sieve Silt = Percent passing No. 325 sieve to particle size .002mm Clay = Percent smaller than particle size .002mm 115 461A H Hepworth-Pawlak Geotsdmkd LOGS OF EXPLORATORY PITS Figure 2 1 t 0. 8 ' C ' RET • 1 HYDROMETER ANALYSIS I SIEVE ANALYSIS �{qq TIME READINGS U S STANDARD SERIES 1 CLEAR SQUARE OPEMNGS MIN 455 HIN 60MIN19MIN 4 MIN 1 MIN #200 #100 S50 #30 016 #8 #4 3!8' 314' 1 12' 3' 5'6` 8" too 10 20 30 40 50 60 70 so 90 Ss, St r_ SEM IR-i--s—�--- s1S--- SI sin s s- am sr i s I sal SI la — ISMS SSSS ■r_ - SI Sal SI sari �� ----- si—rr_—r- --- ---a—_ SI —S MS ai SI Sill SI r— ---i — SiSr sir S Sara IRI SI SI..ss I..R�•e Sae�— -•� www -www SOIS �- moi• a-- rs --�—rse — s SSSS RI-s—SSS M — SSW SEM Na --ai —svm ss— SI s-1— SI r--ar— ai a -s s—�s--ar- - — —1--wi -- R — MSS - arm Is Salla --- s-s 1 SI Si --- S 1 Si al SI a — s— Sal -- --- lir s 1 ----- s SIS a se rw—s --- ,_----- V —w- -- --r--- r a —MI —i --- --I----r--- /—I s--s—si-- — I VI -- SS SIV — — - --a— ---- SIlas ■-- its—ai_--- Sir SIS SI Ss —s --I -ar Sts—a--- —-— ar—r-i--SIS --- --SIM SS _--- •--[-- SOS --- --- —• SIS s --err_— !SI PISS S SI SI El Sim -- Iii -- - ^--_ s SI � i—�- — -- —I— s is w—s-nrS —•I- SIMMS ►r — -11 — ss— SE SI ---tea — ■aIA ---I - — __-- sl --s— s—s---- vs — r -i a— --Sill MS -s- - — s--- -- -rim is----- s— rr St MS — s-- - - --- -- iv, —_---- Yui—Ii---- --- SI si--i_—r— mri al S 90 80 70 60 40 30 20 10 100 0 .001 .002 .005 009 019 037 074 150 .300 600 1 18 236 4 75 9 5 19 0 37.5 76 2 152 203 12 5 127 DIAMETER OF PARTICLES IN M1WMEFERS CU/ 10 Std SIM Fye[ le IW I ClAft5E GRAVEL 70 % LIQUID LIMIT % SAMPLE OF: Slightly Silty Sandy Gravel SAND 22 % FA& 1 CONRSE caeei4.s SILT AND CLAY 8 % PLASTICITY INDEX % FROM: Pit 2 at 3 to 4 Feet 115461A 1-1 Hepworth—Powick C.otethnleo! GRADATION TEST RESULTS Figure 3 :a 4:Telliii144127Taili.1 HYDROMETER ANALYSIS SIEVE ANALYSIS I 24 HR. 7 qTIME READINGS 1 MIN U S STANDARD SERIES CLEAR SQUARE OPENINGS 0 45 MIN 15 MIN 60MINI9MIN 4 MIN #325 #140 #60 #35 #18 410 3/2/4 1 1/2 3 5' 6 8 i00 10 20 30 40 50 60 70 80 90 momdmi —■ moi. _ a— w_—rte r+r+—r r—rr— rwMml— _— --awwr---�...rw— rr—rrrr—i..rw ra---- ill ill lamEm En — Maal rrr— _err-- r—r-- r— — — MEM _--rr-- _ -- rr-- MEM 11 Mrr— _w— r•— ►—wig rr-- M—EI _Ma_ rr— — w—ter Pala aMml — rrrr—i www— aim!— www— rw --ri wwr- 11.1 w_w ..w.www ..w..r_ ww_► —E: anla Ea ENE, a MEMO — r_ r_ ._i MI — r— w _ ill w --r_ w—rrw / i..rrr r— w _ —r_ r_ _w a_ r—a_ _a_ MIME r_ MEM rry r I—r r r—r_ MEM rr- 1—i wrr— .Iraqi r—}�Syrr� MMEmr rr--1rr— r—�rr—r— rr— 1r---wr— r—�I.rr r rrrr�r—aal rrr-11 rrr—www—r1 wrrrw — I__--=r— rrrw— r— w a— Man. wr—w—www—r—r_ alaIMM —wr r_— r. wrrw rr_ r -- i — rrrr— i wwww_ wwr— r—rrrr—_wwww_w_— �^ www— M—.wwrrr _ — wwww_ wwwwww—wsNEE wwww_ _rww — _ •w_s-- ww_www— _ iwr•rw rr-- MEI rrrr� ^— , wwww_ ii rrrrrR——wwwww!i PISA--_r--►—rww-------ww —11 wwwr►w—_i1__—ill —iNEM r ww_ l—www._ wwww_ w—r —_ _ i — --�_—ill MEI www�_iw—rrr— Nila.� wwww_ww—w_www—rrrrr—�Ail Ilgi�w—Ilw MEM wlR—w w_' wrrww� w-- _ wwi_ —0••"-• — —�� -----r _ www_— — rwr.�—r _—r—rr rr—� wwwwwrrr —__ iE — r— _ w—w�—w— — — Mil rrr— �-- 1w_—_ r✓r+- ��r—rr—r--w—www_ war—wt ww—► w—w_ >_www—www m _ r--wwwi r allPar r—==rrww_ • -- — r— r _— wrrrr r � wra— r r— iw -- — r- 101 �rr— Mira ra_ — --- r— �w wtlwlwllr MEM rt MEM r— —wIMIIM NO OM s— r— wwww_ --r— r r_ —air r—irr--a_ r--- it r—www—r— _ IMEEM -_ r—r—a MIME rrr�w r—ww—r ww— rrrr r — r--r—r r—ww—r_ �w—aw— r --r _ ---r—r —r_ r*_r—ar— --- MAMA 1E1 r— rwww_ _—_ _ MIEMMII_ w1 ww— •_ ter_ r_ --w�-- _r_ _— r—r—r_ ■1w11wwisr—_r_ —rw wwwwwt r—Rw— _mow a—rww—wt_ _A_ =MEIww—MI IMEE -- —w_ _ Elr —w w —r —IMI r rrr r— .w— r -- r— wrrrrrIlmml rr— rr— r— ■www r _ r—rr—rr—r�r_ �—•_ r _ r-- r w— r•—mow w—r. www_ www— ww_ MEI MI rww— w—www nn—w --w •MMMT www_Iw wwr_ ww_ rrrr— w�w—w 11—.� wwww_ www— ww_ w— ..i._—iwwww_ —ar— r-r— —MER w� i wwwwwi MERE r—www— —s wwww_ wrrr— —w— it www— rrr— wwwrr it —r rr_ w— — i--rr rrr.r— —JE — — www—i wwlrrt r— r— rr-- —ww_ rr_r ar..r.rww r_— r—rte r— wrr— www— wwr— ww_�wwr_ iniwrr --n ww_ i•� _wwrl►►llii Wry —Www MalE rrrrr rrrrr ir`rrnrr wrr— rrrr r_ r— i.—wwr ala 100 .001 .002 .005 .009 019 045 106 025 500 1 00 200 DIAMETER OF PARTICLES IN MIWMETERS rr— — _ a 4 75 9 5 19.0 37.5 76.2 152 203 CLAP I SOA ) v mita 1 ;my 1 MEOW tto+ N m. st1 Pun 1 GRAM mewl, 1 tact caws GRAVEL 54 % SAND 35 % USDA SOIL TYPE: Extremely Gravelly Sand SILT 9 % CLAY 2 % FROM: Profile Pit at 3 to 6 Feet 90 80 70 60 50 40 30 20 10 0 e ' ASST 115 461A H Hepworth—Pa rlak oiechnlccl USDA GRADATION TEST RESULTS Figure 4 Joh No. '1'15 461A ci z J m J co aw 0_ ce Z 1- m N o W u.1 1_ S T Ci J >-„, d • Ca Ce ~▪ m a 5 a u_ 2 i O O a a 2 W m _ (/) W Q J 0 UJ Slightly Silty Sandy II Gravel Extremely Gravelly �I Sand TEXTURE 5 0 N J ..... 0) ... 62% USDA SOU Q x ca M r GRAVEL (%) ifl PERCENT PASSING NO. 200 SIEVE 00 zy D g zo 7 N 1 GRAVEL i'ti) 0 r - ` J 4 0 Z NATURAL MOISTURE CONTENT (%) tri 00 NI: .00ATION 0. r o I 1 a.P. 0 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RESULTS JOB NO. 115 461A HOLE NO. HOLE 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 (MIN./INCH) P-1 32 10 Water Added Water Added 4 334 3; 11 3% 3% % 5% 434 3 4% 3% 1 3% 2% 1% 2% 134 3: 4% 3% 1 3% 234 1 P-2 40 10 Water Added Water Added Water Added Water Added 4 2 2 5 5% 3% - 2% 3% 1 2% 5% 3% 2 iii 1% 1% 5 3 2 3 1 2 5% 354 2 P-3 36 10 Water Added Water Added Water Added 4% 3% 1% 5.5 3% 2 1.34 4% 33; 1 3% 2 134 4 214 1% 2% Y 1% 4% 2% 2 234 3; 1% Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on October 7, 2015. Percolation tests were conducted an October 8, 2015. The average percolation rates were based on the last three readings of each test. Gebtecr, HEPWORTH-PAWLAK GEOTECHNICAL, INC. 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 Dan and Ayia Cacho Lot 25, Lookout Mtn. Ranches Professional Services: Invoice for Professional Services Project : Proposed Residence Lookout Mountain Road Garfield County CO Page: 1 Invoice Number : 0117485 Invoice bate : 10/30/2015 Job Number : 115461A Project Manager : SLP PAYMENT TERMS - DUE UPON RECEIPT WE NOW ACCEPT VISA 8 MASTERCARD!! PLEASE INCLUDE INVOICE NUMBER ON CHECK DATE TASK DESCRIPTION UNITS RATE AMOUNT 10/30/2015 /LS Lump Sum Subsoil Study for Foundation Design E APPRECIATE YOUR BUSINESS. THANK YOU. 1.00 S 2,200.00 $ 2,200.00 Invoice Total: $ 2,200.00 'LEASE PAY FROM HIS INVOICE. Fed Tax ID: 84-1228299 .ale fee of $30.00 or 1.5% per month (whichever is greater) will be charged 30 days from the Invoice date EXHIBIT A RANCH 25 THIRD AMENDED PLAT OF RANCHES 23, 25-27 AND 33, A PORTION OF LOOKOUT MOUNTAIN RANCH, LOOKOUT MOUNTAIN RANCHES AS THE SAME APPEAR ON THE PLAT RECORDED AS RECEPTION NOS. 345060 AND 513878 IN THE RECORDS OF THE COUNTY OF GARFIELD, STATE OF COLORADO, ACCORDING TO THE PLAT THEREOF RECORDED NOVEMBER 25, 1998 AS RECEPTION NO. 535970. COUNTY OF GARFIELD STATE OF COLORADO son tiY =K 1NKUS Section 21. ill -10 -MS r EXHIBIT A - ADDITIONAL. PROVISIONS i)Gc1 UCi7 r r m U Exhibit {a) There shall be transferred to the Buyer, at closing. a license allowing the Buye to obtain water, to be used for domestic purposes. from that water well located on the Property, which well was constructed pursuant to Well Permit NO._ (the "Well"). Seller will continue to own the Well, the well permit, any and all water rights associated with or adjudicated to the Well, and all pumps, motors, piping, storage tanks, flow and pressure monitoring or regulating devices and other equipment in or attached to the Well, excluding only such equipment as is installed by Purchaser for the purpose of obtaining water pursuant to the License. r The means of Buyers water supply system to the Well shall be subject to Sellers approval, but Seller shall not be deemed In any way responsible for the design of Buyer's water supply system. Buyer acknowledges that Seller has recommended that Buyer include a storage tank and pressure boost pump in Buyer's water system to ensure adequate pressure to the volume. Buyer acknowledges that it is Sellers intent that the Well be Included as part of a water supply system which will supply water for domestic use to other parcels of land included within the Property now platted as Lookout Mountain Ranches, Towards that end, Seller, or Seller's assigns, may apply for permits for and construct other wells on the Property, and include the Well and such additional wells in water rights applications and plans for augmentation. Buyer that Buyer will not object to or protest any such Well permit applications, water righ covenants uye applications or plans of augmentation filed by Seller or Sellers assigns, or in any way cause or , encourage the Division of Water Resources of the State of Colorado or the State Engineers offi protest,e or object to any such applications or plans. This covenant of Buyer sha I to disapprove, survive the closing of this transaction and conveyance of title and shall be enforceable by any legal or equitable remedy available to Seller. Buyer acknowledges that because of the existenci of the Well and other wells which may be constructed by Seller, Buyer may be prohibited from constructing Buyer's own exempt well on the Property. Notwithstanding that Buyer may not o n an interest in any well on the Property, Buyer shall execute and deliver to Seller at closing a 60 Foot Well Spacing Statement in the form attached, and Buyer agrees that Seller may compete t e said statement and file it with the State Engineer or Division of Water Resources in connection with any future well permit application. Buyer acknowledges and agrees that Buyer will be responsible for Buyer's proportionat share of ail costs of operation, maintenance, repair and reconstruction of the Well, such share being determined based upon use of the Well, which use shall be separately metered. Determination of and billing for Buyer's share of such expenses shall be done by the Seller or Seller's assigns, and such expenses may be collected by Seller or Sellars assigns through the same procedure as are provided In the Declaration for collection of assessments of the Association. SENT BY=KINKOS ;11-13-88 i 2: 5FM ; -' cru v2o D0Ur,3F U Exhibit Upon completion of the water supply system, Buyers license to obtain water from the Well will terminate and Buyer will be provided a water tap in the system. Buyer will then not bei obligated to pay a share of the operating and maintenance costs for the Well but will be subjeci to alt rules and regulations imposed by the owner of the system and will not be obligated to pay the service fees assessed by the system owner, but not any tap fee. For purposes of the Contract and the License, "domestic use" means water use consistent with the restrictions on water use which will be imposed in connection with the proposed plan for augmentation related to the water supply system, which restrictions will include restriction to use for in-house domestic purposes in a single family residence and the irrigation of not more than 500 square feet of land. Buyer acknowledges that such use restrictions are more restrictive than those contained in the Declaration. Until the License is terminated, the amount of water available to Buyer will be dependent upon the quantity of wate from the Well, Buyer is entitled to the lessor of (a) one-third of the steady state capacity of the Well or (b) 6 gallons per minute. The license provided for in this section 21 (a) shall be deemed coupled with an interest and not revocable except upon completion of the water supply system, and the license shall be assignable by Buyer, but only as an appurtenance to the Property. The provisions of this Section 11 (a) shall constitute a license agreement, and shall survive the closing of the purchase and sale of the Property, and shall Inure to the benefit of ad be binding upon the heirs, successors and assigns of Buyer. (b) Buyer acknowledges that the location of the easement for Gooseberry Park Road, which easement may also be used for utility purposes, will be revised from that shown on the current recorded plat of the Property to an alignment approximately as shown on Exhibit 1, attached, and that additional easements for access and for installation, maintenance. repair an use of utilities, including a water supply and distribution system, will be located on the Prope approximately as shown an Exhibit 1, attached. An amended plat of the Property depicting the revised roadway and utility easements will be furnished to Buyer prior to closing. The amended plat will be recorded prior to closing and the Property will be conveyed by deed referring to the amended plat. (c) in compliance with the requirement of subparagraph numbered 5.c.(111) of the Deed c Trust dated dated March 13, 1997, recorded March 14, 1997 as Reception No. 505765 of the records of Garfield County, Colorado, the Buyer hereby acknowledges, affirms and agrees as follows: i) Seller has disclosed to Buyer that an aircraft landing strip may be constructed on other portions of the Property described in the Amended Plat for Lookout Mountain Ranch. Lookout Mountain Western Ranches filed as Reception No. 345060 of the records of Garfield County, Colorado; and ii) All obligations of Seller with respect to the Installation of roads and utilities to the Property have bean performed by Seller, or have been agreed to in this Contract; and f SENT BY:KINKOS ;11-13-U8 ; 2 : 4b M -, 01U VLO 00 11,Y10 Exhibit Buyer expressly waives and releases, and shall indemnify and hold harmless the beneficiary named in said Deed of Trust, Lookout Mountain Venture, a Colorado joint venture, In Its capacity as beneficiary th Deed of Trust through If said ifareclasary �ure quently thereof or acqufres title to any part of the Property subject to said otherwise, from any claim, liability or obligation whatsoever to install, maintain, improve or repair any road or.utilities; to perform any of Seller's other obligations to Buyer hereunder; and with respect to any breach of any representation or warranty made by Seller to r survive the It is further understood and agreed that the provisions of this sub -paragraph) closing of this transaction, and shall Inure to the benefit of and be enforceable by said beneficiary. (d) Buyer acknowledges that Seller has disclosed that Garfield County currently does no maintain either Lookout Mountain Road or Red Canyon Road, both of which are County Roads, and has made no commitment to maintain such rdads In the future. Buyer agrees that neither Seller nor the Declarant have any obligation to maintain either of said roads, or any other road which provides access to the Property. (e) Buyer acknowledges and agrees that $eller has no obligation to provide any kind of mail receptacle for the Property. (f) Buyer acknowledges receipt of (a) a copy of the plat or portion of the plat showing th Property; (b) a site plan for the Property showing the location of the building envelope , and (c) a copy of the Declaration. Buyer acknowledges ttiat the building site plan will be attached to an incorporated Into the dead to be delivered at closing. SELLER - '21/r#111,-- Exhibit B iii) Buyer expressly waives and releases, and shall indemnify and hold harmless the beneficiary named in said Deed of Trust, Lookout Mountain Venture, a Colorado joint venture, in its capacity as beneficiary thereof, and if said beneficiary subsequently acquires title to any part of the Property subject to said Deed of Trust through foreclosure thereof or otherwise, from any claim, liability or obligation whatsoever to install, maintain, improve or repair any road or utilities; to perform any of Seller's other obligations to Buyer hereunder; and with respect to any breach of any representation or warranty made by Seller to Buyer hereunder. It is further understood and agreed that the provisions of this sub -paragraph 111) shall survive the closing of this transaction, and shall inure to the benefit of and be enforceable by said beneficiary. (d) Buyer acknowledges that Seller has disclosed that Garfield County currently does not maintain either Lookout Mountain Road or Red Canyon Road, both of which are County Roads, and has made no commitment to maintain such roads in the future. Buyer agrees that neither Seller nor the Declarant have any obligation to maintain either of said roads, or any other road which provides access to the Property. (e) Buyer acknowledges and agrees that Seller has no obligation to provide any kind of mail receptacle for the Property. (f) Buyer acknowledges receipt of (a) a copy of the plat or portion of the plat showing the Property; (b) a site plan for the Property showing the location of the building envelope , and (c) a copy of the Declaration. Buyer acknowledges that the building site plan will be attached to and incorporated into the deed to be delivered at closing. SELLER BUYER c+ H o+ H co M 84 No Data Collected 01 n m N $ �-1 526 °m' M 234 920 g er 8 M 32 No Data Collected No Data Collected No Data Collected No Data Collected No Data Collected No Data Collected •o Iv t 0 u R R 0 0 z $ Beginning of Road Beginning of Road Beginning of Road Beginning of Road Beginning of Road Beginning of Road West East entrance Beginning of Road Beginning of Road Beginning of Road w tip -a Ai at Donegan Intersection 1 Beginning of Road Beginning of Road Beginning of Road Beginning of Road Beginning of Road 119 KINDALL RD 1120 LOOKOUT MOUNTAIN RD 121 COULTER CREEK RD [122 UPPER CATTLE CREEK RD 123 MARION CEMETERY RD 124 MARION MINE RD 125 DRY PARK RD 125 East End DRY PARK 126 BLACK DIAMOND MINE RD 127 THREE MILE RD 129 NO NAME LN 1130 DONEGAN RD 132 MITCHELL CREEK RD 133 MEL RAY RD 1134 5 CANYON CREEK RD 137 CANON CREEK RD 138 SLAUGHTERHOUSE RD 140 COFFEE POT RD 141 HEART LAKE RD 1142 BISON LAKE RD 143 DEEP LAKE CAMPGROUND 144 DEEP LAKE EAST RD 1145 TRAPPERS LAKE CG RD 146 INDIAN CAMP RD 148 PONDEROSA DR RANCH 23 8 0 35.108 AC± 0 nV ! 43 , tri (0 pi cop Z O In Q C TRW MOW 30 Om N 8925'10°' VI RANCH 27 35.650 ACth 2634.08' 1T27 ems• =hoar A Ida 85 8.4084thga Rank gelWee8= P03121 MI R7 GROUSE 2Joe• 20,16117 33 - ROAD 317220 War 78psi RAN 22 36.190 1f �\ xenrc;n z� ! rj v 36.950 AC± !f RANCH 29 38.022 AC± SIM 26 8142• toa as V a AN Ratti 881. it malt Ln.tlea ELK GROSSING WOAD�� OE 0: 4-06> -0 A �\ SITE8 Qq Vote• 17 rein LopefadLZSZeLZZPLL9gS9bLlXoqul#L=lIdL101nlllew/won-cooa lewirstill BdF goueet umunoyy 3noKool f gig? iii 1674 SL`c /t/Y c /e 82? (4) LOOK cV-i 1o,j,i4a •� FrTGAs rams ty Tri!.1.3 G,`"il¢ .u�ar� Gr„Afvf n'L( C:(d. ,da Garfield County C/ith sy Ziegler4Daran Recording Clerk 109 8th Street, Suite 210 Glenwood Springs, Colorado 81601 (970) 384-3700 ext. 1840 Fax: (970) 947-1078 Citeko M (Ruda 40.„4 on 1+vC aurid ,64/112.< � 4.4. � MOu.,4-Ai i ) Iltil4-orP // (Rec 5-07dL L(Lrl 6,1,40 r CASH RECEIPT Date7/Lqb-60027133 Received From Address For MONEY ORO' CREDIT caw, By Dollars $ f0 ,P5 -5 - 07114/2016 16:06.19 Your transaction is complete > Download & Print Your transaction is complete. Please note that your payment is successful when your financial institution renders payment for this transaction. Your receipt identification number is 60223822. Please reference this number in any correspondence regarding your transaction. Payer Information DANIEL CACHO Phone: 303-332-1207 ext. Email: Account Information ************0536 Payment type: Visa Order Summary Description Quantity Total Amount Colorado.gov Order Total: (includes price of the item(s) below): Permit - P240255 1 $2.50 Notes This online service includes a portal administration fee that allows Colorado.gov to deliver this and other important services. This fee is paid to a third party that provides these services for Colorado.gov and thus is not considered revenue for the State of Colorado. If you do not wish to pay this transaction fee, you have the choice to pay by traditional means. Online payment is an alternative to traditional types of payments and is considered voluntary. We appreciate your support of Colorado.gov. Agree/Signature: So that you can receive an email confirmation of this transaction, please add webmaster@www.colorado.gov to your list of approved senders. The following amounts have been charged to your credit card. Your credit card statement will show the following merchant name(s) and amount(s) for this transaction. Merchant Amount CO Motor Vehicle Services $2.50 The total amount charged to your credit card is $2.50. Book 263 Recorded Feb 15 1952 at 9:41A. 313. Page 148 Reeaptinn #178545 Chas. S,Keegan, Recorder No. 837.A. moor or= To runic TaueTEE-So.da suaho. Uhi- -The Br.AZoM.Uabawn P$. Co., lifts. aabh000'a Lend Slink*, 1*4 Stool et. nervi. Cels THIS INDENTURE, Made this 21st day of January in the year of our Lord, one thousand nine hundred and Fifty-two between HARQLD U. BAIR hrid LEAS Cr. BAIR, whose address is Glenwood Snrint;s County of Garf field and State of Colorado, partlesof the first part, and the Public Trustee in said Garfield County, party of the second part, WITNESSETH: That, whereas, the said - - - ihAROLU 1•.. iiali and LEAH G,. BAIR, --- - - - - - ha veexecuted Two Promissory Notes bearing even date herewith, payable to the order of J. coma; BAIR and LI mac BAIR, whoseaddreasis Carbondale. Colorado ,'On, or before Two !ears -- after the date thereof, for the ori Pc' pa1 sum of - -TWENTY THOUSAND and NO/100 Dollars, with interest thereon from the date thereof until paid, at Five per cent per annus interest payable - Semi-annually AND WBE EBAB, The aid - - HAROLD }-. BAIR and LEAH 0. BdIR - - - are desirous of mewing not only the prompt payment of said Promissory Note s but also of effectually aecur- ing and indemnifying the said - - J. GOLDRRM BAIR and Ellet BAIR, .- - - - for or on account of any assignment, endorsement orguarantee of said Promissory Note a . NOW, TH RBPORE, The said parties of the first part, in consideration of the premises, and for the purpose aforesaid, and in further consideration of One Dollar to them in hand paid by the party o! the second part, the receipt whereof is hereby confessed, ha ve granted, bargained, sold and conveyed, and hereby do grant, bargain, sell and convey unto the said party of the second part, in trust, forever, all the premises situate in the County of Garfield and State of Colorado, known and described es foUows, to -wit: Lots 5, 6, 9 and 10 of Section 30 and Lot 18 of Section 29, 'fp. 6 S,., R. 8$ W. and the NE of Section 25, Tp. 6 S., R. 89 W. 6th P. H. cont ain'ng 152.80 acres. The WISE4, SEESE,t, and NEySE of Section 24 and the W HE and SES of Section 25, Tn. 6 S., R. 89 W., 6th P.N., containing Zap acres. The SENSE of Section 23, the HEiSWt and 5iSt1i of Section 24, the NNW}; of Section 25, Tp. 6 9., R. 89 W., 6th P.M.; the NiiNE and SE NE , Section 26; the 5h1, Section 25, Tp. ,6 S., R. 89 W., of the 6th P.H. Also conveys all that part of Lot 7, Section 29 and Lot. 4, Section 30,. Tn. 6 5., R. 88 W of the 6th P.M., lying and being South and Southwest and adjacent to the County Highway as -now in use acroes'said iota. There is excepted from the above conveyance that part of Lot 6 of Sec- tion 30, To. 6 5., R. 88W. heretofore conveyed out by Doc. #132636. Also conve s the Southeast Quarter of the Southeast quarter (SEySE)) Book 263_ Page 14.9 Stotler Twelve (1.2), TTownsh p A South, fare ?9 is ;^t of the 6th ?.r_.; the West } ? f of the «nrthemet Ceerte . (W }.t,) , the Ferti west Ctr• rter of rhe Scute est iereer (r,'4t;.SW. ), Sect ten 17; Lots 5, 6, 7 and R, as:d the i!ortheast waiter (Nir:,) and the North Half of the Southeast Quarter (N;SE,k,), Section 18; Lots 1, 7, 9 and 10, Section 19; that nart of Lot 19, Sectinn 29, l;t;.ng adiacent to and ^� the South and Fest of the Cnunty Highwa r, and Lots 27, 2E3, 29 and the South- west rtterter of the Southwest fuartnr (S1riYSW,), Sect;on 79; the Southeast i.u' rter (St) , Section 30; the Northaae;, Cur iter of the Northwest Cuarter („gNW4) Section 32, al' in Township 6 South, ]lenge 8S West of the 6th •r .i:. A}.an conveys Lots One, Eiel:t• and Rine :'r'Sect ion. T:r:rt;r-Fnur;, lid eots.Three, !Four - n Ten in Sectine Tk'rt -five; 'all ;r. Township Sever South, flange :Eighty - Eight ;lest nf• the Sixth Drincipal Weri-dian; e'cceptin • therefrom, however, that thorret cnnve'.'d to S.D. Want by- Warranty Deed recorded in the o fece of the Ci ere- and Recorder cif Gar£+ eld Cnunt:, - Colorado, ar. 'Document lie. '2-%699, in heck Al at "are 338 at' the records it Raiff office; Tene.teer with a'1 di telt sed water rights used unnr., or annurtenant to, said lands d^: eel hoc ii:.last nreced'nr peraeranh, including, but without 1 imitation uron the fnrenr.,ntr. the intorost of Nary E. Flynnin and tc the Flynn Ott ch ;in. 192 and . its wet—. 'lir 'or' -Le No. 273, and 1n end to the Slouch Ditch ani 3ann`_ng Lateral No. 193 ar.} its water pr'orite ?o. 274, each of which priorities dere adiudLcated to se.' d- ditches resnect*'vele ,•by Dee+^ee of the District Court of Garfield County, Co'nra'Ir. i•r :in' for Watc^ D'striet No. 3q. The ahncc des^r;bed nreperty is au1 sect. to a "Contract anti erree.tenJh dated October 2, 1950, whereunder tare E. Flynn agreed to ai.er- an "01.1 and "was ! Ing Lease;" and deliver Bare too "Dodge De; 11i': ; €- Develo'vicent", with we; ch Contract Grantors are 010i eat ed to cnG nly. ' TO HAVE AND TO HOLD THE SAME, Together with all and singular the privileges and appur- tenances thereunto belonging: IN TRUST, NEVERTHELESS, That in ease of default in the payment of said note 5 or any of them, or any part thereof, or in the payment of the interest thereon, according to the tenor and effect of said note s or any of them, or in case default shall be made in, or in ease of the violation or breach of, any of the terms, conditions, covenants or agreements herein contained, the beneficiary hereunder or the legal holder of the indebtedness seamed hereby may declare a viola- tion of any of the covenants herein contained and elect to advertise said property for sale and demand such sale, then, upon filing notice of such election and demand for sale with the said party of the second part, who shall upon receipt of such notice of election and demand for sale cause a copy of the same to be recorded in the Recorder's office of the county in which said real estate is situated, it shall and may be lawful for said party of the second part, to sell and dispose of the said premises (en masse or in separate parcels as said Public Trustee may think best), and all the right, title and interest of said part! es of the first part, their heirs rm assigns therein, at public auction at the . front door of the County Court House in the County of Garfield and State of Colorado, or on said premises, or any part thereof, as may be specified in the notice of such sale, for the highest and best price the same will bring in cash, four weeks' public notice having been previously given of the time and place of such sale, by advertisement, weekly, in Some newspaper of general circulation at that time published in said Garfield County, a. copy of which notice shall be mailed within ten daysfrom the date of the first publication thereof to said parties of the first part at the address herein given and to such person or persons appearing to have acquired a subsequent record interest' in said real estate at the address given in the recorded instrument, where only the county and state is given as the address, then such notice shall be mailed to the county seat, and to make and give to the purchaser or purchasers of such lands, tenements and premises at such sale, a certificate or eertifeates in writing, describing such lands, tenementa and premises purchased, and the sum or sums paid therefor, and the time when. the purchaser ar purchasers (or other persons entitled thereto) shall be entitled to -a deed or deeds therefor, unless the same shall be redeemed es is provided by law; and said Public Trustee shall, upon demand by the person or persons holding the said certificate or certificates of pur- chase, when -said demand is made, or upon demand, by the person entitled to a deed to and for the premises sold, at the time such demand ie made, the time for redemption having expired, make and execute to such person -or persons a deed or deeds of the lands, tenements and premises sold, which said deed or deeds shall be in the ordinary form of a conveyance, and shall be 'signed, acknowledged and deliverca by the said Public Trustee, as Grantor, and. shall convey and quit -claim to such person or persons entitled to such deed, as grantee, the said lands, tenements and premises sold as aforesaid, and all the right, title, interest, benefit and equity of redemption of the part ' es of the first part, their heirs and assigns therein, and shall recite the sum or sums for which the said lands were sold, and shall refer to the power of sale herein contained, and to the sale or sales made by virtue thereof; and in case of an assignment of such certificate or certificates of purchase, or in case of the redemption of such lands, tenements and premises sold hereunder, by a subsequent encumbrancer, such assignment or redemption shall also be referred to in such deed or deeds; but the notice of sale need not be set out in such deed or deeds, and the said Public Trustee shall, out of the proceeds or avails of such sale, after Book 263 Page 150 first paying and retaining all fees, charges and costs of making said sale and advertising said premises, pay to the beneficiary hereunder or the legal holder of said note the principal and iuterest due ou said note s according to the tenor and effect thereof, and all moneys advanced by such beneficiary or legal holder of said note 5 for insurance, taxes and assessments, with iuterest thereon at F'_• c per cent per annum, rendering the overplus (if any) unto the said part; . of the first part, tl.c:1• legal representatives or assigns; which sale or sales, and said deed or deeds so made shall be a perpetual bar, both in law and equity against the said partiesof the first part, tai r heirs and assigns, and all other persons claiming the premises aforesaid, or any part thereof, by, from, through or under said part'1 e:of the first part, or any of them. The holder or holders of said note or notes may purchase said property or any part thereof; and it shall not be obligatory upon the purchaser or purchasers at any such sale to see to the application of the purchase money. And the said partiesof the first part, for t ensclves and for t.hcir heirs, executors and administrators, covenant and agree to and with the said party of the second part, that at the time of the ensealing of and delivery of these presents the. are well seized of the said premises in fee simple, and caau good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form es aforesaid; hereby fully and absolutely waiving and releasing all rights and claims tnejnay have in or to said premises as a Homestead Exemption, under and by virtue of any act of the General Assembly of the State of Colorado, now existing, or which may hereafter be passed in relation thereto; and that the same are free and clear of all liens and encumbrances whatever (except as'bereina£ter specified), This instrument is n:.z.ie 5-11' 'Int to De.erd of Trust 'Jar rl Harc ; 20, 1951, and of record in Boo', 257 at Page 459 or the records in the office of the Clerk and Recorder of Garfield County, Colorado. And the said part i er of the first part will in due season pay all taxes and assessments on said premises; and, at the request of the legal holder of said note s will keep all buildings that may at any time be on said premises, during the continuance of said indebtedness, insured in such company or companies as the holder of said note may, from time to time, direct, for such sum or sums as such company or companies will insure for, not to exceed the amount of said indebtedness, except at the option of said part les of the first part, and will assign and deliver the policy or policies of insurance to the beneficiary hereunder, or the legal holder of said note s as further security for the indebted- ness aforesaid. And in case of the refusal or neglect of said part iesof the first part, or either of them thus to insure, or assign or deliver the policies of insurance, or to pay such taxes or assessments, then the holder of said note s or any of them, may procure such insurance, or pay such taxes or assess- ments, and all moneys thus paid, with interest thereon at Five per cent per annum, shall become so much additional indebtedness, secured by this deed of trust, and shall be paid out of the proceeds of the sale of the lands and premises aforesaid, if not otherwise paid by said part ierof the fret part. AND IT IS STIPULATED, COVI<INANTED AND AGREED, That in case of default in any of said payments of -principal or interest, according to the tenor and effect of said promissory note s afore- said, or any of them, or any part thereof, or of a breach or violation of any of the covenants or agreements herein, by the parties of the first part, their executors, administrators or assigns, then and in that case the whole of said principal sum hereby secured, and the interest thereon to the time of sale, may at once, at the option of the legal holder thereof, become due and payable, and the said premises be sold in the manner and with the same effect as if the said indebtedness bad matured: This deed of trust is executed and delivered under an act of the General Assembly of the State of Colorado, entitled "An Act concerning deeds of trust and other instruments of like purport, and repeal- ing all ants and parts of acts in conflict therewith," approved March 5th, 1894; and all of the provisions of said Act and amendments thereto, are hereby made applicable to this deed of trust IN WITNESS WHEREOF, The said partiesof the first part ha ve hereunto set their hand s and eeals the day and year first above written. ..�.1!1 !�^_•!-!---------.[Seel] WITNESS: z ▪ • :....s,illarApr COLORADO, 7/1. Ma11414.... Vonnt}, in - the State aforesaid, do hereby certify that . . drsconcily known to me to be the person s whose name s subscribed to the fore- going , Deed, appeared before me this day in person and acknowledged that signed, sealed and delivered the said instrument of writing as t,t ei r free and voluntary act and deed, for the uses and purposes herein specified. Irr My Notarial Commission expires , 19 Given under my hand and Notarial sVal this day of /L D. 19 52; }ss. Book 263 Pae 151 ,a Notary Public in and for said latr DEED OF TRUST 0 0 THE PUELIC TRUSTEE FOR VIE USE OF ..... 11;;;Titibir 0 QUITCLAIM DEED AND ASSIGNMENT THIS QUITCLAIM DEED and ASSIGNMENT, made this day of e r 2014, between PATRICIA S. MARA, an Individual, whose legal address is 569 Via Del Monte, Palos Verdes Estates, CA 90274 ("Grantor/Assignor"), and Daniel Cacho and Ayla Cacho, as Joint Tenants, whose legal address is 238 W. Timber Creek Dr., Glenwood Springs, CO 81601 ("Grantees/Assignees"): WITNESS, that the Grantor/Assignor, for and in consideration of the sum of TEN DOLLARS and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold, conveyed, quitclaimed, and assigned unto the Grantees/Assignees, and by these presents does grant, bargain, sell, convey, quitclaim, assign and confirm, unto the Grantees/Assignees, their successors and assigns forever, the water rights and license, situate, lying, and being in the County of Pitkin, State of Colorado, described below: AlI of Grantor/Assignor's right, title, and interest, if any, in and to the following: • Any and all water and water rights, structures and structure rights, ditch and ditch rights and well and well rights appurtenant to, used upon or in conjunction with the real property described in the attached Exhibit A; and • The License attached as Exhibit A to the Contract to Buy and Sell Real Estate between Patricia S. Mara and Wayne Rudd/Rudd Aviation dated November 10, 1998, attached hereto as Exhibit B. Grantor/Assignor makes such grant and assignment to the Grantees/Assignees without any represen- tations or warranties of any kind. This Quitclaim Deed and Assignment represents the entire agreement and understandings between the parties. TO HAVE AND TO HOLD, together with all appurtenances and privileges belonging or in any way apper- taining thereto, and all the estate, right, title, and interest of Grantor/Assignor, either in law or equity, to the benefit of Grantee/Assignee and Grantees/Assignees' heirs, successors, and assigns forever. IN WITNESS WHEREOF, the Grantor/Assignor has executed this Quitclaim Deed and Assignment on the date set forth above. STATE OF e41 4_ ) COUNTY OF Los _LCL ) S. Mara. PATRICIA S. MARA: Patricia S. Mara By: ) SS. The foregoing instrument was acknowledged before me this Z4 day of c..7- , 2014 by Patricia Witness my hand, nd official seal. Notary Public My commission expires: _216 b 201_7_ DAVID LOWE : Commission # 2049386 • •, Notary Public -P bl California Z � % Los Angeles County - - - T - M Contin. !lire! Dec 16_2017 t ij MAP INFORMATION MAP LEGEND 0 Soil Map Unit Polygons Soil Map Unit Lines Special Line Features Soil Map Unit Points 0 -6-: di as c o. c " W ,� d L t O°( ti O r 3 C k .0, L N N c C tS 'O d r d E o) N }m-0 0 E = a N 5 ErnE E C® m In CLu3 e co m .o 0 e a`) HHI Oo 0 0 4 U N.. c=o Q a x us a W G ° 45 To a E O m d 2 mz6 C W d 7 f!I 0 O 0 9 N-5 C o g d ro ecu W z • ti R. o E Tm o d a L m N CO En m G° W O. el A a -CA 92 0. N N a G �a W ¢ Li,13 ° ra C al 6 m m =o a E m c� $ y C N a .. +� m 0 N 0 c13' ad y, m � o oa w E �� �"3 1'6° d n �2 O C O 7 N 'mss W N T7 � C d -a L r C A �12 C _ N d E C 7 C O C an d d G W -- m030CL �E mH> mEai 0r 0 vs a E co 0 2 v Q UW q O O N mC aG *. Special Point Features Water Features Streams and Canals a o. Ep� m 4 = m o A 3 8 2 e x $ Te 1o v/ _ 2 o C 7 % f 4 % .. L F 0 a E2 m° U Closed Depression `b 0. E O 01 Mine or Quarry Miscellaneous Water Perenn el Water a c v h o Severely Eroded Spot m Z 0) a N O 0) En y Soil Map—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Cacho Family Residence - Lookout Mountain Ranch 25 Map Unit Legend Aspen -Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pftkin Counties (CO655) Map Unit Symbol Map Unit Name Acres in AO1 Percent of AOI 19 Cochetopa-Antrobus association, 25 to 50 percent slopes 39.7 100.01 Totals for Area of Interest 39.7 100.01 Natural Resources Web Soil Survey 7/8/2016 moo Conservation Service National Cooperative Soil Survey Page 3 of 3 33 Four Wheel Drive Rd Carbondale, CO 81623 970-309-5259 July 22, 2016 Project No. C1232 Dan and Ayla Cacho danandalyla@hotmail.com Subsurface Investigation and Onsite Wastewater Treatment System Design 2168 CR 120 Garfield County, Colorado Dan and Ayla, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 36.95 -acre property is located outside of Glenwood Springs, in an area where OWTSs are necessary. Legal Description: Section: 18 Township: 6 Range: 88 Subdivision: LOOKOUT MTN. RANCHES RANCH 25 THIRD AMENDED RANCHES 23 & 25 - 27 & 33 Parcel ID: 218718402025 SITE CONDITIONS The property is currently undeveloped. A 4 -bedroom single-family residence and 1 -bedroom attached additional dwelling unit (ADU) is proposed. There is a shared well located on the property greater than 50 -feet from the proposed septic tank and greater than 100 -feet from the proposed soil treatment area (STA). The proposed STA location has approximately a 10 to 15% percent slope to the south across the proposed STA. The proposed STA is covered with native grasses. There are no potential land use changes planned for the property. SUBSURFACE The subsurface was investigated on July 15, 2016 by digging two soil profile test pit excavations (Test Pits). A mini -excavator was used to excavate the test pits. Visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.' Additional Test Pits were excavated below the proposed residence prior to our subsurface investigation and it was determined that soil conditions in these locations were not optimal for the STA. The materials encountered in the Test Pit #1 consisted of 3.0 -feet of dark brown silty clay loam topsoil, underlain by reddish brown silty clay loam to a maximum depth explored of 8.0 -feet. No bedrock or groundwater was encountered. ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 The materials encountered in Test Pit #2 consisted of 2.5 -feet of dark brown silty clay loam topsoil, underlain by reddish brown silty clay loam to a maximum depth explored of 7.0 -feet. No bedrock or groundwater was encountered. A tactile analysis of the soils was taken from Test Pit #1 at 2 -feet below grade. The soil formed a ball and a ribbon 1 to 2 -inches in length before breaking. Soil structure shape was blocky, soil structure grade was moderate, and consistence was friable. The texture of the soil sample was smooth. An additional analysis of the soils was taken from Test Pit #1 at 5 -feet below grade. The soil formed a ball and a ribbon 1 to 2 -inches in length before breaking. Soil structure shape was blocky, soil structure grade was moderate, and consistence was friable. The texture of the soil sample was smooth. STA sizing is based on Soil Type 3, Silty Clay Loam with blocky structure type and moderate structure grade. A long term acceptance rate (LTAR) of 0.3 gallons per square foot will be used to design the OWTS, in accordance with Table 10-1 Soil Type 3 presented in the Garfield County On -Site Wastewater Treatment System Regulations, adopted April 14, 2014. Test Pit #1 Test Pit #2 Page 3 DESIGN SPECIFICATIONS The new OTWS design is based on 5 total bedrooms. An average daily wastewater flow of 600 gallons per day (GPD) will be used. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 bedrooms + 150 GPD (4th and 5th bedrooms) = 600 GPD LTAR = 0.3 GPD/SF 600 GPD / 0.3 GPD/SF x 0.8 (pressure dosed trenches) x 0.7 (chambers) = 1120 SF The system installation will include a 2000 -gallon, two-compartment Valley Precast concrete septic tank with an Orenco® ProPak pumping system and PF3005 pump in the second compartment of the septic tank. The floats must be set to dose approximately 90 gallons each pump cycle (allowing for 25 gallons of drain back into the septic tank). The control panel must be located within line of sight of the septic tank. A 1.5 -inch diameter Schedule 40 pump line must be installed from the pump to an Orenco® automatic distributing valve (ADV), model 6606. This pump line must have a minimum 1°/0 grade for proper drain back into the tank after each pump cycle. The ADV must be placed a high point in the system and be placed in an insulated riser with access from grade. Effluent will be pressure dosed through 1.5 -inch diameter pipes to six rows of 16 `Quick 4' Infiltrator® chambers, for a total of 96 chambers and 1152 square feet of infiltrative area. There must be at least 6 - feet of undisturbed soil between each trench. Effluent will be pressure dosed to 1.5 -inch diameter laterals, which must be hung with zip ties from the underside of the chambers. Laterals will have 5/32 - inch diameter orifice holes facing up, with the exception of the first and last holes facing down for drainage. The holes must be placed 3 -feet on center. Each lateral must end in a 90 degree ell facing up with a ball valve for flushing. Valves may be placed in a valve box, accessible from grade, for access. Inspection ports must be placed at the beginning and end of each trench. Ports may be cut to grade and covered with a valve box for access. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. Page 4 OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the absorption area. No heavy equipment, machinery, or materials should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3 -inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, ALL SERVICE septic, LLC NtA Carla Ostberg, MPH, REHS Reviewed By: Page 5 Pump Selection for a Pressurized System - Single Family Residence Project Cacho Residence Parameters Discharge Assembly Size Transport Length Before Valve Transport Pipe Class Transport Line Size Distributing Valve Moder Transport Length After Valve Transport Pipe Class Transport Pipe Size Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Sparing Residual Head Flow Meter 'Add-on' Friction Losses Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Veloaty Before Valve Transport Velodty After Valve Frictional Head Losses 1.25 inches 140 feet 40 2.00 inches 6606 55 feet 40 1.50 inches 10 feet 0 feet 40 1.50 inches 6 64 feet 40 1.50 inches 5/32 inches 3 feet 5 feet None inches 0 feet 0.68 gpm 22 14.9 gpm 1 3.1 % 1.4 fps 2.4 fps Loss through Discharge Loss in Transport Before Valve Loss through Valve Loss in Transport after Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses Pipe Volumes 1.6 0.6 5.4 0.8 0.0 0.4 0.0 0.0 feet feet feet feet feet feet feet feet Vol of Transport Line Before Valve Vol of Transport Line After Valve Vol of Manifold Vol of Laterals per Zone Total Vol Before Valve Total Vol After Valve 24.4 5.8 0.0 6.8 24.4 12.6 Minimum Pump Requirements gals gals gals gals gals gals Design Flow Rate Total Dynamic Head 41110110 Ce Oreneo Systems* Incorporated Changing the Way the World Does Wartewatee 14.9 gpm 23.7 feet Total Dynamic Head, TDH (Feet) 300 250 200 150 100 50 5 10 15 20 25 Net Discharge (gpm) Pu m p Data PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 10 60Hz, 200V 3060Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 10 60Hz, 200/460V 30 60Hz PF3010 High Head Effluent Pump 30 GPM, 1HP 230V 10 60Hz, 200/460V 30 60Hz PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 10 60Hz, 200/230/460V 30 60Hz Legend 30 35 System Curve: Pump Curve: Pump Optimal Range Operating Point() Design Point() 40 O eou \ _ = a § J m 7 m o - 0 (0 \ \ƒ0 o 0 0 O g0 CD 01 ) a e 0_ 0 ( o 0 20 / q\ u ZEZ60 :Jaqi_unN laaraid m E 0 0 a x 0 0 0 E 0 OZ1 2j0 891-Z aouepisaH ouoao 9 6/ZZ/L0 :01e4 tin 1 laa4S b NOILVAVOX3 01 21011d a3V\ladN00 38 mama 0 0 0 I I / m/0/ Z c• 1 Z > G m H > > > 0 m \ m \ 0 \// m / f/m\ 2 a O m \ \f %2 m\f/® r- O m z z.00 @ >�� m z - > / Co \\ m 2 -0 22 3 I m m \ 0/0 m f</$ cn m m 3 � m Iz M S alnOHs S3ONV±S1a X10 N` ld 31IS Alna SZ 91,/ZZ/L0 adl`da 2:131131 • ci 0 z / \ \ \ / • \ =I co Im ? / Sm 50 z2 eleos 0110N :epos ,09:90/ A „88;9.0 z =O 000. 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CQ. co (D 0 0_ 0- > Ca - z.< 133 0 C) W - 9 6/ZZ/L0 :ajo4 174017138L3 z 0 S001 S -110S O NOLLVAVOX2 DNnifla O2H2±NflOONd >100HO88 HO 218±VMONflOHD ON DEPTH - FEET IIIIIIIIIIIII 11111111111111 1111111111 21 1 m G) m z 0 IMVOI AV -10 AllIS NMOH9 HSIOO2H WVO1 AV1O AllIS NMOH9 >1HVO 1111111111111 11111111 WVO1 AV -10 AllIS NMOH9 HSIOO2H WVOI AV -10 AllIS NMOH9 >1HVO 'ON lId 1S31 31IdOHd IIOS Z ON ±Id 1S31 3l1d0Hd 1105 0-001-0) 0 ° i > 0 0 D �) con c rn�C�C)D�D C�m0 m 11 0 Q DE O m cn E m D m z (7 II D 0 co = -gyp —I 7J Dccnn�xm�ZD 0jZm- 0Dmcn 1 1 m cl D H 1 m_ 11 D D cnn�,cn0» 2mN 11 OfT1 L O C7 O O H zm — c)CO 0) I1bp cn D — r Co o 0 Ci) H I I 0 2 D W m S USE 2000 -GALLON, TWO-COMPARTMENT CONCRETE TANK WITH PUMP IN 2ND COMPARTMENT )JJOVdVO dWfld 1HD 05Z +>1NV1 TVD 009 'NIW = SWOOHC189 9 H D z COC)mmz 0m0— w M H D M z D 1- 73 73 Z 1— m0GO 1- 0 m D < 73 m 0 m AVO/TVD 009 = MOld H2±VMd1SVM 01 W m D 0 XIg 0 z cn >m m X Z n m m + mj 0 m 00 z Z1 cnO m g D 0c D x H co 0 m = 0 m OD 0) 01 O G7 D 1 H 2 D z 0 01 H 2 DJ m 0 0 0 0) I rn O O G) D 1 0 D 0 m 0) G) z dVO GNd H38kWHO ON89 .06 d82MS DN01 OAd b'IO „9. < to 00 -0m - in = D m- < 0 -ID -0 m < 0 = 0 D 7Jmcp r D D X m � D 1 m 011 O2Hfl32S H11M X08 dATVA `dl O „0 7/22/2016 Garfield County Land Explorer Garfield County Colorado Land Explorer 0 30 60ft http://gis.garfield-county.com/LandExplorer/index.html?parcelid=218718402025 1/1 7/22/2016 Garfield County Land Explorer Garfield County Colorado Land Explorer 21871814:02029 0 300 600ft http://gis.garfield-county.com/LandExplorer/index.html?parcelid=218718402025 1/1 Item # 2000T-2CP-HH 2000 Gallon Top Seam Two Compartment with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 87.75 ft2 • f'c ® 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • Secondary safety screen available with PVC riser ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0' — 0" 3' — 0" 1'-0" 3'-0" 2' — 0" 4' — 0" 3' — 0" 4' — 0" DRY 4'— 0" 6 *ot 24" Min. .'Height Ick Disconnect = all Valve *Service contracts available for maintenance* Digging Specs Invert Dimensions 15' Long x 8' Wide Inlet Outlet Length 56" below inlet 56" 73" 162" 157" Pump: • Lowers TSS and improves effluent quality to field • Easiest pump system to maintain on the market • Complete installation (wiring, panel, mounting and start-up procedures) • Complete warranty Net Capacity Net Weight Min. Width Height Inlet Side Outlet Total Lid Tank 78" 92" 1559 gal 507 gal 2066 gal 5420 lbs 15530 lbs 21150 lbs Total NITVALLEY U PRECAST, & Wastewater • Systems • Products U PRECAST, Inc. • Service (719) 395-6764 28005 Co. Rd 317 P.O. Baoc925 CO Fax: (719) 395-3727 Buena vim' 81211 Website: www.vaileyprec astcom Email: frontdesk a©valleyprecastcom This article may describe design criteria that was in effect at the time the article was written. FOR CURRENT DESIGN CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843. Orenco Automatic Distributing Valve Assemblies For Wastewater Effluent Systems Introduction Orenco's automatic distributing valve assemblies, pressurized with small high -head effluent pumps, are useful for distributing effluent to multiple zones. These zones can be segments of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing valve assemblies can substantially simplify the design and installation of a distribution sys- tem and reduce installation costs. This is particularly true where a distributing valve assem- bly is used instead of multiple pumps and/or electrically operated valves. Additionally, a reduction in long term operation and maintenance costs is realized due to a reduced size and/or number of pumps. More even distribution can be achieved on sloping sites by zoning laterals at equal elevations. This eliminates drainback to lower lines and the unequal distrib- ution of effluent that occurs at the beginning of a cycle. Valve Operation The valve itself has only a few moving parts, requires no electricity, and alternates automati- cally each cycle. Refer to Figure 1 for the following valve operation description. The flow of the incoming effluent forces the rubber flap disk 0 to seat against the valve bottom 4. The opening 0 in the rubber flap disk aligns with an opening in the valve bottom to allow flow to only one valve outlet. The stem 0 houses a stainless steel spring which pushes the rubber flap disk away from the valve bottom after the flow of effluent stops. The stem acts as a cam follower and rotates the rubber flap disk as the stem is raised and lowered through the cam 0. The force from the flow of effluent pushes the stem down through the cam and the stainless steel spring pushes the stem back up through the cam when the flow of effluent stops. Each linear motion of the stem allows the rubber flap disk to rotate half the distance necessary to reach the next outlet. When there is no flow, the rubber flap disk is in the "up" position and is not seated against the valve bottom. Figure 1: 6000 Series Valve 031 Orenco Systems' Incorporated 1-800-348-9843 NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems', Inc. Page 1 of 6 Figure 2: Orenco Distributing Valve Assembly (6000 Series Valve) The Distributing Valve Assembly The Orenco Automatic Distributing Valve Assembly combines the distributing valve itself and sever- al other components to give a complete preassembled unit that is easy to install, monitor, and main- tain. Figure 2 shows a complete assembly. Because distributing valves with several outlets can be difficult to line up and glue together in the field, the discharge lines in the assemblies are glued in place at Orenco. The unions (1) allow removal and maintenance of the valve. The clear PVC pipe sections (2) give a visual check of which discharge line is being pressurized. The inlet ball valve (3) allows a quick, simple method to test for proper valve cycling. The ball valve also stops the flow of effluent in case the pump is activated unexpectedly during maintenance or inspection. Check valves may be necessary on the discharge lines. Use of check valves is discussed in the valve positioning section. Valve Assembly Hydraulics Liquid flowing through the valve assembly must pass through fairly small openings and make several changes in direction. Because of this, headlosses through the valve assembly are fairly high. Table 1 gives the headloss equations for several different assemblies and Figure 3 shows the graphical repre- sentations of these equations. Orenco recommends that high -head turbine pumps be used to pressur- ize the valve assemblies to ensure enough head is available for proper system operation. High -head turbine pumps are also recommended because the use of a distributing valve usually requires more frequent pump cycling. The high -head turbine pumps are designed for high cycling systems and will outlast conventional effluent pumps by a factor of 10 or more in a high cycling mode. Furthermore, the high -head turbine pump intake is 12 inches or more above the bottom of the pump and tends to prevent any settled solids from being pumped into the distribution valve and obstructing its opera- tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the rubber flap disk. Minimum flow rates for the various models are given in Table 1. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems, Inc. Page 2 of 6 Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Series Equation Operating Range (gpm) V4400A HL = 0.085 x Q1.45 10 - 40 V4600A HL = 0.085 x Q1.58 10 - 25 V6400A HL = 0.0045 x Q2 + 3.5 x (1 - e 0.06Q) 15 - 70 V6600A HL=0.0049xQ2+5.5x(1-e0•1Q) 15-70 Head Loss Through Assembly (ft.) 35 30 25 20 15 10 5 0 0 V6600A 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) Figure 3: Automatic distributing valve assembly headloss curves The Pumping System Although the distributing valve was designed for the irrigation industry, it has started to gain fairly wide acceptance in the effluent pumping industry. However, because of the mechanical movements of the valve, it is necessary to take steps to prevent solids from reaching the distributing valve that may impede the operation of the valve. Orenco Biotube® Pump Vaults — when properly sized and installed — provide the necessary protection to prevent valve malfunction. The Biotube® pump vault accepts effluent only from the clear zone between a tank's scum and sludge layers and then filters this effluent through a very large surface area screen cartridge. Without this protection in effluent systems, the valve has very little chance of reliable long-term operation. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems", Inc. Page 3 of 6 Valve Positioning The physical position of the valve in relation to the pump and the discharge point is very important for proper valve operation. The most reliable operation occurs when the valve is placed at the high point in the system and as close to the pump as possible. The transport line between the pump and valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this erratic rotation with empty lines that are long and not laid at a constant grade. An ideal valve loca- tion is shown in Figure 4. If the final discharge point is more than about 2 feet above the valve and the system does not drain back into the dosing tank, check valves should be installed on the lines immediately following the valve and a pressure release hole or line should be installed just prior to the valve. This pressure release hole or line can go into a return line to the dosing tank or to a "minidrainfield" near the valve. In order for the valve to rotate reliably, no more than about 2 feet of head should remain against the valve to allow the rubber flap disk to return to its up position. In many cases, it may take from one minute to several minutes for the pressure in the valve to be lowered enough for proper rotation to occur. Special care should be taken when installing systems controlled by programmable timers to ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves. Pumping downhill to the valve should be avoided unless the transport line is very short and the ele- vation between the discharge line out of the tank and the valve is less than about 2 feet. If the valve is located many feet below the dosing tank, random cycling may occur while the transport line drains through the valve at the end of the cycle. A pressure sustaining valve located just before the distrib- uting valve may overcome this problem in some instances. Dosing Tank Transport Line Distributing Valve Assembly Discharge Laterals Figure 4: Ideal valve location NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems"', Inc. Page 4 of 6 System Startup Refer to the Hydrotek Valve booklet that is provided with the distributing valve assembly for the sequencing of the valve outlets. The transport line should always be flushed with clean water before installing the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during installation can easily become lodged in the distributing valve, causing malfunction. With the pump running, alternately close and open the ball valve on the distributing valve assembly to check proper rotation of the valve. (Note: If check valves are used on the lines after the distribut- ing valve, the pump may need to be turned on and off to allow the pressure to be released from the valve.) If visual operation of which zone is operating is not possible, watch the clear pipe on each line for indication of which zone is operating. Pressure Release Line if h>2'-0" Discharge Laterals Dosing Tank Transport Line Check Valves if h>2'-0" Distributing Valve Assembly Figure 5: Valve assembly below final discharge point Maintenance Annually check for proper operation by following procedures listed in the Hydrotek Valve booklet and system startup procedures listed above. Troubleshooting 1. PROBLEM: Valve does not change or cycle to next zone or outlet CAUSE: The stem and disk assembly is not rotating when water flow is turned off and then back on. SOLUTION 1: Ensure that there is no debris inside the cam. Clean and carefully reinstall the cam. SOLUTION 2: If fewer than the maximum number of outlets are being used, check the installation of the cam. Ensure that the stem and disk assembly is not being held down by an improperly installed cam. Refer to the cam replacement instructions. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems", Inc. Page 5 of 6 SOLUTION 3: SOLUTION 4: SOLUTION 5: SOLUTION 6: 2. PROBLEM: CAUSE: SOLUTION 1: SOLUTION 2: SOLUTION 3: 3. PROBLEM: CAUSE: SOLUTION 1: SOLUTION 2: CAUSE: SOLUTION 1: Remove the valve top and check for proper movement of stem and disk assembly. Check for and remove any debris or foreign objects that may jam or retard the movement of the disk. Check for freedom of movement of stem and disk assembly up and down over the center pin in bottom of valve. Scale deposits may build up on the pin and hold stem and disk assembly down. Clean pin and again check for freedom of movement. Be sure that all operating outlets are not capped and that the flow to operating zones is not restricted in any manner. This would cause pressure to build up in the valve and lock the stem and disk assembly in the down position. The backflow of water from uphill lines may be preventing the valve from cycling properly. This can happen when the valve is placed too far below an elevated line. If the valve cannot be placed close to the high point of the system, a check valve should be installed near the valve in the outlet line that runs uphill from the valve and a drain line installed just prior to the valve to relieve the pressure. Water comes out of all the valve outlets Stem and disk assembly not seating properly on valve outlet. Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table 1. Remove the valve top and check the inside walls to ensure that nothing is interfering with the up and down movement of the stem and disk assembly inside the valve. Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner. Valve skips outlets or zones Pumping into an empty transport line — especially downhill — may cause the valve to skip outlets from pockets of air allowing the rubber flap disk to raise during a cycle. Keep the transport line full. If the line must remain empty between cycles, use a larger diameter transport line laid at a constant grade to prevent air pockets from forming. The stem and disk assembly is being advanced past the desired outlet. Ensure that the correct cam for the desired number of zones is installed and that the outlet lines are installed to the correct outlet ports of the valve as indicated by the zone numbers on the top of the cam. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems Inc. Page 6 of 6 Distributing Valves Submittal Data Sheet Applications Automatic Distributing Valve Assemblies are used to pressurize multiple ane distribution systems including textile filters, sand filters and drainfields. clear pipe coupling distributing valve union Top View ball valve elbow Bottom View Specifications Side View General o Orenco Systeme Incorporated 1-800-348-9843 Orenco's Automatic Distributing Valve Assemblies are mechanically operated and sequentially redirect the pump's flow to multiple zones or cells in a distribution field. Valve actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve Assemblies allow the use of smaller horsepower pumps on large sand filters and drainfields. For example, a large community drainfield requiring 300 gpm can use a six -line Valve Assembly to reduce the pump flow rate requirement to only 50 gpm. Orenco only warrants Automatic Distributing Valves when used in conjunction with High -Head Effluent Pumps with Biotube® Pump Vaults to provide pressure and flow requirements, and to prevent debris from fouling valve operation. An inlet ball valve and a section of clear pipe and union for each outlet are provided for a complete assembly that is easy to maintain and monitor. Ideal valve location is at the high point in the system. Refer to Automatic Distributing Valve Assemblies (NTP -VA -1) for more information. Standard Models V4402A, V4403A, V4404A, V4605A, V4606A, V6402A, V6403A, V6404A, V6605A, V6606A. Nomenclature V❑❑Ell A Indicates assembly Number of active outlets Model series: 44 = 4400 series (2-4 outlets) 46 = 4600 series (5-6 outlets) 64 = 6400 series (2-4 outlets) 66 = 6600 series (5-6 outlets) Distributing valve Materials of Construction All Fittings: Unions: Ball Valve: Clear Pipe: V4)0O( Distributing Valves: 'v)00(Distributing Valves: Sch. 40 PVC per ASTM specification Sch. 30 PVCper ASTM specification Sch. 40 PVCper ASTM specification Sch. 40 PVCper ASTM specification Hgh-strength noncorrosive ABS polymer and stainless steel Hgh-strength noncorrosive ABS polymer, stainlcs: steel, and die cast metal NSU -SF -VA -1 Rev. 3.0, © 4/03 Page 1 of 2 Distributing Valves (continued) Head Loss Through Assembly (ft.) 35 30 25 20 15 10 V6600A I I H 1 1 I I I I I I I I H I I I I HH I I I I HH I I I H 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) Model Inlet Size (in.) Outlets Size (in.) Flow range (gpm) Max Head (ft.) Min. Enclosure V4402A 1.25 1.25 10- 40 170 V131217 V44034 1.25 1.25 10-40 170 V31217 V44O4A 1.25 1.25 10-40 170 VB1217 V46054 1.25 1.25 10- 25 170 FR2418 V48084 1.25 125 10- 25 170 R Q418 V6402A 1.5 1.5 15-100 345 F 82418 V64034 1.5 1.5 15-100 345 F+Q418 V64O4A 1.5 1.5 15-100 345 RQ418 V67054 1.5 1.5 15-100 345 RQ418 MECCA 1.5 1.5 15-100 345 F 82418 NSU -SF -VA -1 Rev. 3.0, © 4/03 Page 2 of 2 Orenco® Technical Data Sheet Biotube® ProPak Pump PackageTM 60 -Hz Series Pump Packages Float External splice box Optional; internal splice box comes standard.) Control panel Riser lid (not included) • bracket Support pipe Pump vault Float stem Floats Float collar Vault inlet holes 4 -in. (100 -mm) turbine effluent pump Biotube® filter cartridge Riser (not included) Discharge assembly Pump liquid end Pump motor Biotube® ProPakTM pump package components. General Orenco's Biotube® ProPar is a complete, integrated pump package for filtering and pumping effluent from septic tanks. And its patented pump vault technology eliminates the need for separate dosing tanks. This document provides detailed information on the ProPak pump vault and filter, 4 -in. (100 -mm) 60 -Hz turbine effluent pump, and control panel. For more information on other ProPak components, see the following Orenco technical documents: • Float Switch Assemblies (NSU -MF -MF -1) • Discharge Assemblies (NTD -HV -HV -1) • Splice Boxes (NTD -SB -SB -1) • External Splice Box (NTD -SB -SB -1) Applications The Biotube ProPak is designed to filter and pump effluent to either gravity or pressurized discharge points. It is intended for use in a septic tank (one- or two-compartment) and can also be used in a pump tank. The Biotube ProPak is designed to allow the effluent filter to be removed for cleaning without the need to remove the pump vault or pump, simpli- fying servicing. Complete packages are available for on -demand or timed dosing sys- tems with flow rates of 20, 30, and 50-gpm (1.3, 1.9, and 3.2 Usec), as well as with 50 Hz and 60 Hz power supplies. Standard Models BPP2ODD, BPP2ODD-SX, BPP3OTDA, BPP3OTDD-SX, BBPP5OTDA, BPP5OTDD-SX Product Code Diagram BPP Standard options: Blank = 57 -in. (1448 -mm) vault height, internal splice box, standard discharge assembly 68 = 68 -in. (1727 -mm) vault height SX = external splice box CW = cold weather discharge assembly DB = drainback discharge assembly 0 = cam lock MFV = non -mercury float Control panel application: DD = demand -dosing TDA = timed -dosing, analog timer TDD = timed dosing, digital timer, elapsed time meter & counters Pump flow rate, nominal: 20 = 20 gpm (1.3 Usec) 30 = 30 gpm (1.9 Usec) 50 = 50 gpm (3.2 Usec) Biotube® ProPak® pump vault Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1.2, © 08/14 Page 1 of 4 ProPakTM Pump Vault Materials of Construction Vault body Polyethylene Support pipes PVC Dimensions, in. (mm) A - Overall vault height B - Vault diameter 57 (1448) or 68 (1727) 17.3 (439) C - Inlet hole height 19 (475) D - Inlet hole diameter (eight holes total) E - Vault top to support pipe bracket base F - Vault bottom to filter cartridge base 2 (50) 3 (76) 4 (102) y E C . �— ,c, I4CD ,0 RN 0o� I I A C B H ProPakTM pump vault (shown with Biotube filter and effluent pump) Biotube® Filter Cartridge Materials of Construction Filter tubes Polyethylene Cartridge end plates Polyurethane Handle assembly PVC Dimensions, in. (mm) A - Cartridge height 18 (457) B - Cartridge width 12 (305) Performance Biotube® mesh opening Total filter flow area 0.125 in. (3 mm)* 4.4 ft2 (0.4 m2) Total filter surface area 14.5 ft2 (1.35 m2) Maximum flow rate *0.062 -in. (1.6 -mm) filter mesh available 140 gpm (8.8 Usec) It4zD sg aoo on B Biotube° filter cartridge (shown with float switch assembly) NTD -BPP -1 Rev. 1.2, © 08/14 Page 2 of 4 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Technical Data Sheet Orenco® 4 -in. (100 -mm) Turbine Effluent Pumps Orenco's 4 -in. (100 mm) Turbine Effluent Pumps are constructed of lightweight, corrosion -resistant stainless steel and engineered plastics; all are field -serviceable and repairable with common tools. All 60 -Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, and meet UL requirements. Power cords for Orenco's 4 -in. (100 -mm) turbine effluent pumps are Type SOOW 600-V motor cable (suitable for Class 1, Division 1 and 2 applications). Materials of Construction Discharge: Stainless steel or glass -filled polypropylene Discharge bearing: Engineered thermoplastic (PEED Diffusers: Glass -filled PPO Impellers: Acetal (20-, 30-gmp), Noryl (50-gpm) Intake screens: Polypropylene Suction connection: Stainless steel Drive shaft: 300 series stainless steel Coupling: Sintered 300 series stainless steel Shell: 300 series stainless steel Lubricant: Deionized water and propylene glycol Specifications Nom. flow, Length Weight gpm (Usec) in. (mm) Ib (kg) Discharge Impellers in., nominal 1 20 (1.3) 22.5 (572) 26 (11) 1.25 30 (1.9) 21.3 (541) 25 (11) 1.25 50 (3.2) 20.3 (516) 27 (12) 2.00 4 3 2 Performance Nom. flow, gpm (Usec) 20 (1.3) 30 (1.9) 50 (3.2) hp (kW) Design Rated Min liquid flow amps cycles/day level, in. (mm) 2 0.5 (0.37) 12.3 300 18 (457) 0,5 (0.37) 11.8 300 20 (508) 0.5 (0.37) 12.1 300 24 (610) 1 Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect discharge assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® ProPakTM Pump Vault. Pump Curves Pump curves, such as those shown here, can help you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (TDH), providing a graphical representation of a pump's performance range. Pumps perform best at their nominal flow rate, measured in gpm or Usec. 140 a) a) 120 c p 100 1— C6 z 80 • �_ E 60 0 40 20 Flow in liters per second (L/sec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 PF 2005111 —1PF 300511 PF 500511 1 10 20 30 40 50 60 70 Flow in gallons per minute (gpm) 43 37 30 24 18 12 6 Total dynamic head (TDH) in meters Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1.2, © 08/14 Page 3 of 4 Orenco® Te nical Data Sheet Control Panel (Demand Dose) Orenco's ProPak- demand dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as demand dosing from a septic tank into a conventional gravity drainfield. Materials of Construction Enclosure UV -resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings 1. Motor -start contactor 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 2. Circuit 120 V, 10 A, OFF/ON switch, Single pole breakers 3. Toggle switch 4. Audio alarm Single -pole, double -throw HOA switch, 20 A 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 5. Audio alarm 120 V, automatic reset, DIN rail mount silence relay 6. Visual alarm 7/8 -in. (22 -mm) diameter red lens, "Push -to -silence," 120 V LED, UL Type 4X 0 Control panel, demand -dose LI) Control Panel (Timed Dose) Orenco's ProPak timed dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as timed dosing from a septic tank into a pressurized drainfield or mound. Analog or digital timers are available. Materials of Construction Enclosure UV -resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings Dual -mode 1 a. Analog timer (not shown) 120 V, 3/4 hp (0.56 MN), 14 A, single phase, 60 Hz Programmable for timed- or demand -dosing (digital timed -dosing panels only) 120 V, repeat cycle from 0.05 seconds to 30 hours. Separate variable controls for OFF and ON time periods 1 b. Digital timer (shown below) 120-V programmable logic unit with built-in LCD screen and programming keys. Provides control functions and timing for panel operation 2. Motor -start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 3. Circuit breakers 120 V, 10 A, OFF/ON switch. Single pole 120 V 4. Toggle Switch 5. Audio alarm Single -pole, double -throw HOA switch, 20 A 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 6. Visual alarm 7/8 -in. (22 -mm) diameter red lens, "Push -to -silence", 120 V LED, UL Type 4X Stu 1 Rei 1."0114,' Control panel, timed -dose (digital timer model shown) NTD -BPP -1 Rev. 1.2, © 08/14 Page 4 of 4 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Orenco® Technical Data Shee. PF Series 4 -inch (100 -mm) Submersible Effluent Pumps Applications Our 4 -inch (100 -mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion -resistant stainless steel and engineered plastics; all are field - serviceable and repairable with common tools; and all 60 -Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco's Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotube® pump vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor S�® C US LR80980 LR2053896 Discharge Connection — Bypass Orifice Suction Connection Powered by Franklin Electric Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run -dry capability with no deterioration in pump life or performance* • Patented 1/8 -inch (3 -mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI-SEALTM floating impeller design on 10, 15, 20, and 30 gpm (0.6, 1.0, 1.3, and 1.9 Usec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 Usec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship Not applicable for 5 -hp (3.73 kW) models Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call Orenco. Product Code Diagram PF Cord length, ft (m):# Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate: 1 = 115* 200 = 200 2 = 230' 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (kW): 03 = 1/3 hp (0.25) 07 = 3 hp (0.56) 15 = 1-Y2 hp (1.11) 30 = 3 hp (2.24) Nominal flow, gpm (Usec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) 05 = Y2 hp (0.37) 10 = 1 hp (0.75) 20 = 2 hp (1.50) 50 = 5 hp (3.73) Pump, PF Series Y2 -hp (0.37k1M only '220 volts for 50 Hz pumps ,Note: 20 -foot cords are available only for single-phase pumps through 1-11 hp Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 1 of 6 Orenco® Technical Data Sheet Specifications, 60 Hz Pump Model R+ ) O • 0. c• d , a �^ lco C 'y d _ - a 2 > ¢ c R Length, in. (mm) 0 Y_ Rated cycles/day PF100511 10 (0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 10 (0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10 (0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 1/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 4,5 10 (0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 1/4 in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF10073200 4, 5 10 (0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 1/ in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 5' 6 10 (0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 1/4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 5' 6 10 (0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 1/4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5, 6, 7, 8 10 (0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 1/4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5'6'8 10 (0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 1/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 5'6'8 10 (0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 1/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15 (1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 1/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15 (1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 1/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20 (1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 1/ in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20 (1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 1/4 in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20 (1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 1/4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4,5 20 (1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 14 in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4'5 20 (1.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 1/4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4,5 20 (1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 1/4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4.5 20 (1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 1/ in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30 (1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 1/4 in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30 (1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 1/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30 (1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 1/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30 (1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 1/4 in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30 (1.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 1/4 in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301012 4 30 (1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 1/ in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30 (1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 1/4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4'5 30 (1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 1/4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4'5 30 (1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 1/4 in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4, 5 30 (1.9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 1/ in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5'6'7 30 (1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 1/4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5' 6 30 (1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 1/4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5,6,7,8 30 (1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 1/4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5' 6' 8 30 (1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 1/4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5'6'7'8 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 1/4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5' 6' 8 30 (1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 1/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5'6'8 30 (1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 1/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50 (3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 50 (3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50 (3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 50 (3.2) 0.50 (0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50 (3.2) 0.50 (0.37) 3 460 480 1.5 1.5 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500712 50 (3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50 (3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50 (3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 2 of 6 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Technical Data Sheet Specifications, 60 Hz (continued) Pump Model c) 0) g,_ • ays 0) C co 15 61 ra 47 NN N R C • g j =- c. a z> Q a E X 6) E N .y R 07 tR. R 0 E Length, in. (mm) Orenco® Y_ .0 Rated cycles/day PF500734 PF501012 PF50103200 PF501034 PF5015124 PF501532004 PF503012 PF50303200 4, 5, 8 PF503034 4' 5, 8 PF505012 5,6,7,8 PF505032 5,6,7,8 PF751012 PF751512 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 75 (4.7) 75 (4.7) 0.75 (0.56) 1.00 (0.75) 1.00 (0.75) 1.00 (0.75) 1.50 (1.11) 1.50 (1.11) 3.00 (2.23) 3.00 (2.23) 3.00 (2.23) 5.00 (3.73) 5.00 (3.73) 1.00 (0.75) 1.50 (1.11) 3 460 1 230 3 200 3 460 1 230 3 200 1 230 3 200 3 460 1 230 3 230 1 230 1 230 480 240 208 480 240 208 240 208 480 240 240 240 240 1.8 10.1 5.7 2.2 12.5 7.0 17.7 13.1 5.3 26.2 16.5 9.9 12.1 1.8 10.1 5.7 2.2 12.6 7.0 17.7 13.1 5.3 26.4 16.5 10.0 12.3 3 2 in. SS 4 2 in. SS 4 2 in. SS 4 2 in. SS 5 2 in. SS 5 2 in. SS 8 2 in. SS 8 2 in. SS 8 2 in. SS 13 2 in. SS 13 2 in. SS 3 2 in. SS 4 2 in. SS 34.8 (884) 27.0 (686) 26.4 (671) 26.4 (671) 32.5 (826) 29.3 (744) 43.0 (1092) 43.4 (1102) 40.0 (1016) 65.4 (1661) 59.3 (1506) 27.0 (686) 33.4 (848) 25 (635) 26 (660) 26 (660) 26 (660) 30 (762) 26 (660) 37 (940) 30 (762) 31 (787) 55 (1397) 49 (1245) 27 (686) 30 (762) 31 (14) 35 (16) 39 (18) 39 (18) 41 (19) 35 (16) 55 (25) 55 (25) 55 (25) 64 (29) 64 (29) 34 (15) 44 (20) 300 100 300 300 100 300 100 300 300 300 300 100 100 Specifications, 50 Hz Pump Model PF100552 PF100752 4' 5 PF101552 5, 6 PF300552 PF300752 PF301052 PF301552 4'5 PF500552 PF500752 PF501052 PF501552 PF751052 10 (0.6) 10 (0.6) 10 (0.6) 30 (1.9) 30 (1.9) 30 (1.9) 30 (1.9) 50 (3.2) 50 (3.2) 50 (3.2) 50 (3.2) 75 (3.2) 0.50 (0.37) 0.75 (0.56) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 0.50 (0.37) 0.75 (0.56) 1.00 (0.75) 1.50 (1.11) 1.00 (0.75) 220 220 220 220 220 220 220 220 220 220 220 220 230 230 230 230 230 230 230 230 230 230 230 230 3.9 4.1 6.2 6.2 10.5 11.4 4.1 6.1 7.4 9.3 4.0 6.3 7.3 9.1 7.3 4.1 6.1 7.4 9.3 4.0 6.4 7.4 9.1 7.3 6 9 18 4 5 7 8 2 3 4 5 4 1 1/4 in. GFP 1 '/4 in. GFP 1 1/4 in. SS 1 1/4 in. GFP 1 '/4 in. GFP 1 1/4 in. GFP 1 1/4 in. GFP 2 in. SS 2 in. SS 2 in. SS 2 in. SS 2 in. SS 23.0 (584) 26.8 (658) 39.5 (1003) 22.5 (572) 24.8 (630) 28.4 (721) 35.4 (899) 20.3 (516) 23.7 (602) 27.0 (686) 32.5 (826) 30.0 (762) 17 (432) 17 (432) 22 (559) 19 (483) 19 (483) 20 (508) 24 (610) 25 (635) 25 (635) 26 (660) 30 (762) 27 (686) 26 (12) 30 (14) 46 (21) 26 (12) 29 (13) 32 (15) 40 (18) 29 (13) 31 (14) 35 (16) 42 (19) 34 (15) 300 300 300 300 300 100 100 300 300 100 100 100 1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 1A -in. NPT GFP discharge is 2 7B in. octagonal across flats; the 1 '1A -in. NPT 2 -in. NPT SS discharge is 2 7B in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® Distributor about fittings to connect hose and valve assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, Orenco for more information. 3 Weight includes carton and 10 -ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam -lock option (Q) on discharge assembly. 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) required for this pump. Contact Orenco. 8 Torque locks are available for all pumps, and are supplied with 3 -hp and 5 -hp pumps. SS discharge is 2 143 in. octagonal across flats; and the discharge hose and valve assemblies. Consult your Orenco minimum liquid level should be top of pump. Consult Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 3 of 6 Orenco® Technical Data Sheet Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEN Diffusers Glass -filled PPO (Noryl GFN3) Impellers Celcon® acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture -free windings. All thrust absorbed by Kingsbury -type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1.11 kW) have built-in thermal overload protection, which trips at 203-221° F (95-105° C). Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco's PumpSelect- software. Pump Curves, 60 Hz Models Total dynamic head (TDH) in feet 800 700 600 500 400 300 200 100 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet 160 140 120 100 80 60 40 20 PF15 Series, 60 Hz, 0.3 hp PF1503 0 0 3 6 9 12 15 18 21 Flow in gallons per minute (gpm) 24 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com 1 1 1 1 1 1 1 1 PF10 Series, 60 Hz, 0.5 2.0 hp PF1020 *'' - PF1010 1 PF1007 �� PF1005-FC • • w/'/4" flow controller 0 2 4 6 8 10 12 14 Flow in gallons per minute (gpm) Total dynamic head (TDH) in feet 160 140 120 100 80 60 40 20 PF15 Series, 60 Hz, 0.3 hp PF1503 0 0 3 6 9 12 15 18 21 Flow in gallons per minute (gpm) 24 NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com 60 Hz Models (continued) 400 350 4- c 300 0 250 c 200 g 150 100 ns 50 PF2015 PF20 Series, 60 Hz, 0.5 -1 5 hp PF2010 PF2005 • 0 0 450 400 re 350 c 300 G H 250 m E 200 = 150 R 100 4- H 50 10 15 20 25 30 35 Flow in gallons per minute (gpm) 40 PF5050 I I I I 1 I 1 I I PF50 Series, 60 Hz, 0.5 - 5.0 hp PF5030 PF5015 PF5010 PF5007 PF5005 0 0 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) Technical Data Sheet Total dynamic head (TDH) in feet Total dynamic head (TDH) in feet 900 800 700 600 500 400 300 200 100 Orenco° _ PF3050 PF30 Series, 60 Hz, 0.5 - 5.0 hp PF3030 PF3020 PF3015 -1 PF3010 PF3007 I .. PF3005 o0 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) 100 90 80 70 60 50 40 30 20 10 JPF7515 1111111 III PF75 Series, 60 Hz, 1.0 - 1.5 hp PF7510 1 Ii 0 0 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) 100 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 5 of 6 Orenco® Pump Curves, 50 Hz Models 180 Flow in gallons per minute (gpm), nominal 1.6 3.2 4.8 63 7.9 9.5 11 13 ■■■■■■■■-1-----3---- 160 EnIEI■■■■■I•I•MII•�I•I•�1 11■■■■■■■■■■■■■■■■ 1140 ■■■■■�,■■■■■■■■■■ E .= 12EMMEMMENNEMENNE 0 ■■ ■ ■■ "■■■■■■■ 100 17_■■■■■■■■■■. ....■ y PF100752 •2 ■11�■��■■■■■■■,■■■ E 80 60 ���PPFF■ 52.52E�■■■\1\■_■■■EM■■ -" L1>}0}}f11rr1■■■■■■,,■■■i.■ Ts =111111111111:29111=N3== gam■■■■u■o\Es\AM■Eu■■ 20 ■■■■ w/ 6mm flow ■■M■■N■■ controller 1.116====1111M1=11 45 40 35 •E 30 ~ 25 a as 20 U E c 15 > f° 10 5 01 02 0.3 0.4 05 06 07 08 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 525 =c 459 394 d 328 H 262 cc as 197 •E as 131 -a> s 09 PF50 Series, 50 Hz, 0.37 -1.11 kW PF501552I LPF501052 -]PF5007521 J,PF500552 L 00 66 120 100 d E .E 80 H as 60 E = 40 20 Flow in gallons per minute (gpm), nominal 63 13 19 25 32 PF30 Series, 50 Hz, 0.37 -1.11 kW {PF301552� PF3010521 -IPF300752 PF300552J . 00 30 131 R 27 N 115 o m 24 c y = 21 98 (L) c o 18 82 = H R 15 a) 66 R t z •L 12 49• c as> 9 33 m io 6 0 16 1— 3 05 10 15 2.0 25 30 3.5 40 45 F ow in liters per second (L/sec) 0 0 06 1.2 18 24 30 36 42 48 54 60 Flow in liters per second (L/sec) 04 08 12 16 20 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 328 c E c 262 c 197 F— a m r 131 •E 24 PF75 Series, 50 Hz, 0.75 kW PF7510521 as 66 89 m c 79 E 69 d 59 'c 49 I- 39 39 as c 30 as 20� m NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 6 of 6 Orenco Systems° Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com THE QUICK4° PLUS STANDARD CHAMBER Quick4 Plus All -in -One Periscope Quick4 Plus Standard Chamber Quick4 Plus All -in -One 12 Endcap Center Structural Columns The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36 -inch -wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connectionm which permits 10 -degree turns, right and left. It is also available in four -foot lengths to provide optimal installation flexibility. The Quick4 Plus All -in -One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Quick4 Plus Standard Chamber • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four -foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 12" of cover Quick4 Plus All -in -One 12 Endcap • May be used at the end of chamber row for an inlet/ outlet or can be installed mid -trench • Mid -trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center -feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All -in -One Periscope • Allows for raised invert installations • 180° directional inletting • Twelve inch raised invert great for serial applications 1/uick4� STANDARD CHAMBER THE QUICK4° PLUS STANDARD CHAMBER Quick4 Plus Standard Chamber Side and End Views 48" (EFFECTIVE LENGTH) 34" Quick4 Plus All -in -One 12 Encap Front, Side and End Views 13" Quick4 Plus All -in -One Periscope QUICK4 PLUS ALL -IN -ONE PERISCOPE (36O SWIVEL ) QUICK4 PLUS ALL -IN -ONE 12 ENDCAP 5.3" INVERT 6" Quick4 Plus Standard Chamber Specifications Size (WxLxH) 34"x53"x 12" (86 cm x 135 cm x31 cm Effective Length 48" (122 cm) Invert Height 0.6", 5.3", 8.0", 12.7" (1.5 cm, 8.4 cm, 18.5 cm, 22.6 cm) INFILTRATOR SYSTEMS, INC. STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, end plate, wedge and other accessory manufactured by Infiltrator ( "Units"), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser ("Holder) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b)THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. INFILTRATOR' systems inc. 6 Business Park Road • P.O. Box 768 Old Saybrook, CT 06475 860.577.7000 • FAX 860.577.7001 800.221.4436 www.infiltratorsystems.com For technical assistance, installation instructions or customer service, call Infiltrator Systems at 800.221.4436 U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4 and Quick4 Plus are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. Contour Swivel Connection is a trademark of Infiltrator Systems Inc. © 2009 Infiltrator Systems Inc. Printed in U.S.A. PLUS0510101SI-2 Quick4® Plus Standard Low Profile Chambers Pressure Distribution Systems Installation Instructions STD LOW PROFILE CHAMBER Before You Begin Quick4 Plus Standard Low Profile (LP) Chambers can only be installed according to state and/or local regulations. Soil and site conditions must be approved prior to installation. Conduct a thorough site evaluation to determine proper sizing and siting of the system before installation. Materials and Equipment Needed ❑ Quick4 Plus Standard LP Chambers ❑ Quick4 Plus All -in -One or Q4 Plus Endcaps ❑ PVC Pipe and Couplings ❑ Backhoe ❑ Laser, Transit or Level ❑ Tape measure D Shovel and Rake ❑ Utility Knife ❑ 1 1/4 -inch Drywall Screws* ❑ Screw Gun* ❑ Small Valve -cover Box` ❑ 4 -inch Cap Inspection Port * Optional These guidelines for construction machinery must be followed during installation: ❑ Avoid direct contact with chambers when using construction equipment. Chambers require a 12 -inch minimum of compacted cover to support a wheel load rating of 16,000 lbs/axle or equivalent to an H-10 AASHTO load rating. ❑ Only drive across the trenches when necessary. Never drive wheeled machinery over chambers. ❑ Avoid stones larger than 3 inches in diameter in backfill. Remove stones this size or larger that are in contact with chambers. Installing the Chambers and End Caps 1. To allow pressure laterals to drain after each dose, drill a hole in the bottom of the pipe at the end of the pressure line. Place the snap -off splash plate or a paving block at the bottom of the trench to protect the infiltrative surface from erosion. 1" PRESSURE LATERAL (TYP.) 2" PRESSURE LATERAL (TYP.) 2. With a hole saw, drill out the appropriate diameter hole to accommodate the pressure lat- eral pipe. 3. Insert the pressure lateral pipe into the end cap's drilled opening and slide it into the manifold pipe. Glue the pressure lateral pipe to the manifold pipe. 1" OR 2" TRENCH BOTTOM PIPE PLACEMENT Drill pressure pipe hole. 4. With the pressure lateral pipe through the end cap, place the back edge of the end cap over the inlet end of the first chamber. Be sure to line up the locking pins on the top of both the chamber and end cap. Note: Health departments may require a wet -run pressure check to be done prior to chamber installation when the pipe is lay- ing on the ground. Check with your local health department for the proper procedure. 5. (Method A) Secure the pres- sure lateral pipe to the top of the first chamber with a plastic pipe strap at the outlet end of the unit. Slide the strap up through a slot in the chamber top, down through the other slot, and cinch the two ends around the pipe. 6. (Method B) With the holes pointing up, stabilize the pressure lateral pipe on the ground to prevent it from moving. 7. Lift and place the next chamber onto the previous one at a 45 -degree angle. Line up the chamber end between the connector hook and locking pin at the top of the first chamber. Lower it to the ground to engage the interlocks. 8. (Method A) Secure the lateral pipe to the top of the next chamber once in place. Follow the same method in Step 5. 9. Continue interlocking chambers and securing the pipe until the trench is completed. 10. Before attaching the final end cap, it may be necessary to remove the tongue of the connector hook on the last chamber with a pair of pliers depending on your pipe diameter. Place end cap over inlet end. Secure pressure pipe. 11. Insert the pressure lateral pipe through the hole in the final end cap and slide the end cap toward the last chamber. Lift the end cap over the modified con- nector hook and push straight down to secure it to the chamber. Note: If cleanout extensions are required, use a hole saw to cut a hole in the top of the Quick4 Plus All -in -One Endcap so the pressure lateral pipe with an elbow can extend to the ground surface. For cleanout access, use the "Installing Optional Inspection Ports" section in the general installation instructions. 12. If installing multiple rows of chambers, follow Steps 1-9 to lay the next row of chambers parallel to the first. Keep a minimum separation distance between each row of chambers as required by local code. Lateral pipe through end cap. ACCESS FOR DRAINFIELD MAINTENANCE AND FLUSHING VALVE BOX (OR IRRIGATION PDX) MUM PLUS STANDARD LP Failure to comply with these installation instructions may invalidate the warranty. Contact Infiltrator Systems' Technical Services Department for assistance at 800-221-4436. Advantages of Method A • Pipe and orifice placed closer to the chamber dome offer improved distribution. • Pipe positioned at the top of the chamber places it well above effluent. • Plastic pipe hanger easily secures pipe in place. ALL WEATHER PLASTIC PIPE STRAP WITH 120 POUNDS TENSILE STRENGTH AT EVERY CHAMBER CONNECTION PRESSURE PIPE WITH HOLES AT 12 O'CLOCK (MAY BE INSTALLED ON EITHER SIDE) QUICK4 PLUS STANDARD LP CHAMBER 4" Advantage of Method B • Pipe resting on the trench bottom allows easy installation and maintenance. • Stabilizing "T's" keep pipe level. • System promotes efficient pressure checks. • Pipe resting on the trench bottom allows easier inspections if monitoring ports are installed. PRESSURE PIPE WITH HOLES AT 12 O'CLOCK (MAY BE INSTALLED ON EITHER SIDE) STABILIZE OR "T' EVERY 10' TO PREVENT PIPE ROTATION AND MAINTAIN PROPER PIPE POSITION QUICK4 PLUS STANDARD LP CHAMBER Infiltrator Systems, Inc. Limited Warranty (a) The structural integrity of each chamber, end cap and other accessory manufactured by Infiltrator ("Units"), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser ("Holder") against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty perod will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to inciden- tal, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improp- er operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by State and local codes; all other applicable laws; and Infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the standard Limited Warranty offered by Infiltrator. A limited number of States and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Distributed By: INFILTRATOR® systems inc. 6 Business Park Road • P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • FAX 860-577-7001 1-800-221-4436 www.infiltratorsystems.com U.S. Patents:. 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, and Quick4 are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. © 2009 Infittrator Systems Inc. All rights reserved. Printed in U.S.A. PLUS030709AG-0 PRESSURE PIPE IF REQ'D, PER DESIGN INFILTRATOR WATER TECHNOLOGIES QUICK4 PLUS STANDARD CHAMBER TYPICAL TRENCH DETAIL SECTION VIEW (NOT TO SCALE) NATIVE BACKFILL TOPSOIL 1= ) 34" (36" WIDE TRENCH) 6" COVER (m 12" COVER H-1 12" SPACING PER CODE * LENGTH AND NUMBER OF TRENCHES DETERMINED BY DESIGN. 34" 8" INVERT INFILTRATOR INFILTRATOR WATER TECHNOLOGIES 4 Business Park Rd. Old Saybrook, CT 06475 (800) 221-4436 QUICK4 PLUS STANDARD CHAMBER TYPICAL TRENCH DETAIL SECTION VIEW Drawn by: EMB Date: 05/20/2015 Scale: NOT TO SCALE Checked by: DFH Sheet: 1 of 1 ALL mnieE 33 Four Wheel Drive Rd Carbondale, CO 81623 970.309.5259 INVOICE August 10, 2016 Dan and Ayla Cacho Danandayla@hotmail.com Subsurface Investigation and OWTS Design 2168 CR 120 Garfield County, Colorado Project No. C1232 OWTS Design Fee $1350.00 Drafting $95.00 Subsurface Investigation $475.00 Total: $1920.00 TOTAL AMOUNT DUE: $1920.00 Thank you. We now accept credit cards (Visa, Mastercard, and Discover) AN ADDITIONAL 3.2% WILL BE ADDED TO ALL INVOICES PROCESSED BY CREDIT CARD Invoices are due upon receipt. Your prompt payment is appreciated. All balances over 30 days will be assessed a service charge of 18%. Informational Water Quality Report Watercheck w/PO Client: Dan Cacho 238 W. Timber Creek Dr. Glenwood Springs, CO 81601 Ordered By: Aqua Tec Systems, Inc. P.O. Box 488 Glenwood Springs, CO 81602-0488 ATTN: Tom Platzer Definition and Legend 1M National Testing Laboratories, Ltd. Quatl,tyWaterAviazy 6571 Wilson Mills Rd Cleveland, Ohio 44143 1-800-458-3330 Sample Number: 849032 Location: Lookout Mtn. Ranch, Well #23 Type of Water: Collection Date and Time: Received Date and Time: Date Completed: Well Water 10/14/2014 00:00 10/15/2014 08:50 11/17/2014 This informational water quality report compares the actual test result to national standards as defined in the EPA's Primary and Secondary Drinking Water Regulations. Primary Standards: Are expressed as the maximum contaminant level (MCL) which is the highest level of contaminant that is allowed in drinking water. MCLs are enforceable standards. Secondary standards: Are non -enforceable guidelines regulating contaminants that may cause cosmetic effects (such as skin or tooth discoloration) or aesthetic effects (such as taste, odor,or color) in drinking water. Individual states may choose to adopt them as enforceable standards. Action levels: Are defined in treatment techniques which are required processes intended to reduce the level of a contaminant in drinking water. mg/L (ppm): Unless otherwise indicated, results and standards are expressed as an amount in milligrams per liter or parts per million. Minimum Detection The lowest level that the laboratory can detect a contaminant. Level (MDL): ND: The contaminant was not detected above the minimum detection level. NA: The contaminant was not analyzed. • The contaminant was not detected in the sample above the minimum detection level. • The contaminant was detected at or above the minimum detection level, but not above the referenced standard. The contaminant was detected above the standard, which is not an EPA enforceable MCL. The contaminant was detected above the EPA enforceable MCL. xThese results may be invalid. Status Contaminant Results Units National Standards Min. Detection Level Microbiologicals + Total Coliform by P/A Total coliform bacteria and E. coli bacteria were both present in this sample. Inorganic Analytes - Metals Aluminum ND mg/L 0.2 EPA Secondary 0.1 Arsenic ND mg/L 0.010 EPA Primary 0.005 • Barium 0.58 mg/L 2 EPA Primary 0.30 Cadmium ND mg/L 0.005 EPA Primary 0.002 • Calcium 71.4 mg/L 2.0 Chromium ND mg/L 0.1 EPA Primary 0.010 • Copper 0.004 mg/L 1.3 EPA Action Level 0.004 Iron ND mg/L 0.3 EPA Secondary 0.020 Lead ND mg/L 0.015 EPA Action Level 0.002 • Magnesium 3.99 mg/L 0.10 Manganese ND mg/L 0.05 EPA Secondary 0.004 Mercury ND mg/L 0.002 EPA Primary 0.001 Nickel ND mg/L 0.020 Potassium ND mg/L 1.0 Selenium ND mg/L 0.05 EPA Primary 0.020 • Silica 23.1 mg/L 0.1 Silver ND mg/L 0.100 EPA Secondary 0.002 • Sodium 7 mg/L 1 • Zinc 0.013 mg/L 5 EPA Secondary 0.004 Physical Factors • Alkalinity (Total as CaCO3) 190 mg/L 20 A Hardness 190 mg/L 100 NTL Internal 10 Ni pH 7.6 pH Units 6.5 to 8.5 EPA Secondary • Total Dissolved Solids 220 mg/L 500 EPA Secondary 20 Turbidity ND NTU 1.0 EPA Action Level 0.1 Page 2 of 6 11/17/2014 2:16:28 PM Product: Watercheck w/PO Sample: 849032 Status Contaminant Results Units National Standards Min. Detection Level Inorganic Analytes - Other ✓ Chloride ND mg/L 250 EPA Secondary 5.0 ✓ Fluoride ND mg/L 4.0 EPA Primary 0.5 0 Nitrate as N 0.5 mg/L 10 EPA Primary 0.5 Nitrite as N ND mg/L 1 EPA Primary 0.5 Nfir Ortho Phosphate ND mg/L 2.0 Sulfate ND mg/L 250 EPA Secondary 5.0 Organic Analytes - Trihalomethanes .O( Bromodichloromethane ND mg/L 0.002 V Bromoform ND mg/L 0.004 V Chloroform ND mg/L 0.002 .1 Dibromochloromethane ND mg/L 0.004 V Total THMs ND mg/L 0.080 EPA Primary 0.002 Organic Analytes - Volatiles V 1,1,1,2 -Tetrachloroethane ND mg/L 0.002 NT 1,1,1 -Trichloroethane ND mg/L 0.2 EPA Primary 0.001 1,1,2,2 -Tetrachloroethane ND mg/L 0.002 ✓ 1,1,2 -Trichloroethane ND mg/L 0.005 EPA Primary 0.002 ✓ 1,1-Dichloroethane ND mg/L 0.002 Nil 1,1-Dichloroethene ND mg/L 0.007 EPA Primary 0.001 1,1-Dichloropropene ND mg/L 0.002 ✓ 1,2,3-Trichlorobenzene ND mg/L 0.002 ✓ 1,2,3-Trichloropropane ND mg/L 0.002 NT 1,2,4-Trichlorobenzene ND mg/L 0.07 EPA Primary 0.002 Y 1,2 -Dichlorobenzene ND mg/L 0.6 EPA Primary 0.001 ✓ 1,2-Dichloroethane ND mg/L 0.005 EPA Primary 0.001 1,2-Dichloropropane ND mg/L 0.005 EPA Primary 0.002 1,3 -Dichlorobenzene ND mg/L 0.001 Page 3 of 6 11/17/2014 2:16:28 PM Product: Watercheck w/PO Sample: 849032 Status Contaminant Results Units National Standards Min. Detection Level ✓ 1,3-Dichloropropane ND mg/L 0.002 1,4 -Dichlorobenzene ND mg/L 0.075 EPA Primary 0.001 2,2-Dichloropropane ND mg/L 0.002 2-Chlorotoluene ND mg/L 0.001 4-Chlorotoluene ND mg/L 0.001 Acetone ND mg/L 0.01 Benzene ND mg/L 0.005 EPA Primary 0.001 4 Bromobenzene ND mg/L 0.002 Bromomethane ND mg/L 0.002 Carbon Tetrachloride ND mg/L 0.005 EPA Primary 0.001 Chlorobenzene ND mg/L 0.1 EPA Primary 0.001 Chloroethane ND mg/L 0.002 Chloromethane ND mg/L 0.002 cis-1,2-Dichloroethene ND mg/L 0.07 EPA Primary 0.002 ✓ cis-1,3-Dichloropropene ND mg/L 0.002 DBCP ND mg/L 0.001 4 Dibromomethane ND mg/L 0.002 4 Dichlorodifluoromethane ND mg/L 0.002 Dichloromethane ND mg/L 0.005 EPA Primary 0.002 EDB ND mg/L 0.001 Ethylbenzene ND mg/L 0.7 EPA Primary 0.001 Methyl Tert Butyl Ether ND mg/L 0.004 Ni Methyl -Ethyl Ketone ND mg/L 0.01 Styrene ND mg/L 0.1 EPA Primary 0.001 Tetrachloroethene ND mg/L 0.005 EPA Primary 0.002 Tetrahydrofuran ND mg/L 0.01 Toluene ND mg/L 1 EPA Primary 0.001 trans-1,2-Dichloroethene ND mg/L 0.1 EPA Primary 0.002 Page 4 of 6 11/17/2014 2:16:28 PM Product: Watercheck w/PO Sample: 849032 Status Contaminant Results Units National Standards Min. Detection Level trans-1,3-Dichloropropene ND mg/L 0.002 4/ Trichloroethene ND mg/L 0.005 EPA Primary 0.001 Trichlorofluoromethane ND mg/L 0.002 Vinyl Chloride ND mg/L 0.002 EPA Primary 0.001 Xylenes (Total) ND mg/L 10 EPA Primary 0.001 Organic Analytes - Others • 2,4-D ND mg/L 0.07 EPA Primary 0.010 .� Alachlor ND mg/L 0.002 EPA Primary 0.001 Aldrin ND mg/L 0.002 Atrazine ND mg/L 0.003 EPA Primary 0.002 si Chlordane ND mg/L 0.002 EPA Primary 0.001 4/ Dichloran ND mg/L 0.002 Dieldrin ND mg/L 0.001 Endrin ND mg/L 0.002 EPA Primary 0.0001 Heptachlor ND mg/L 0.0004 EPA Primary 0.0004 Heptachlor Epoxide ND mg/L 0.0002 EPA Primary 0.0001 Hexachlorobenzene ND mg/L 0.001 EPA Primary 0.0005 Hexachlorocyclopentadiene ND mg/L 0.05 EPA Primary 0.001 Lindane ND mg/L 0.0002 EPA Primary 0.0002 Methoxychlor ND mg/L 0.04 EPA Primary 0.002 4/ Pentachloronitrobenzene ND mg/L 0.002 si Silvex 2,4,5 -TP ND mg/L 0.05 EPA Primary 0.005 4/ Simazine ND mg/L 0.004 EPA Primary 0.002 Total PCBs ND mg/L 0.0005 EPA Primary 0.0005 V Toxaphene ND mg/L 0.003 EPA Primary 0.001 Trifluralin Page 5 of 6 11/17/2014 2:16:28 PM ND mg/L 0.002 Product: Watercheck w/PO Sample: 849032 Status Contaminant _ Results' Units National Standards Min. Detection Level We certify that the analyses performed for this report are accurate, and that the laboratory tests were conducted by methods approved by the U.S. Environmental Protection Agency or variations of these EPA methods. These test results are intended to be used for informational purposes only and may not be used for regulatory compliance. National Testing Laboratories, Ltd. NATIONAL TESTING LABORATORIES, LTD Page 6 of 6 11/17/2014 2:16:28 PM Product: Watercheck w/PO Sample: 849032 x";11 I R E '\\ \ PATRICK \IILI. EP. KROPF NOTO July 29, 2014 Ramsey L. Kropf' ;raraho der srcp1 "v.ater aw cogs reply to Aspen ofke incensed in AZ CO WY Ms. Patricia Mara 569 Via Del Monte Palos Verdes Estates, CA 90274 RE: Mara Lookout Mountains Ranch Lot 25 Vater Supply (ourfile #1*) Dear Patricia: Via e,nail We write to provide you with information that you can provide to prospective purchasers for your Ranch 25, Lookout Mountain Ranch property in Garfield 197 P,rospectcr Drive County. Suite 2104 A Aspen. 20 1030 1. Physical Water Supply. Please see the attached mapattached as Exhibit A. T 970 920 Y PP Y • F 970925.6847 Physically, the well providing water to Ranch 25 is Iocated on the neighboring Ranch 23, which pumps water into a 5,000 gallon tank (Tank A) located on Wateraw Riverwalk Ranch 27.. From Tank A, the pipeline delivers via an existing gravity pipeline 229 Midland Avenue to your Ranch 25 at the yard hydrant, which marks the tap you received from Basalt C081$21 T 970.920.1030 the developer. In addition, there is a well on Ranch 25, which can connect to a F 970927 1030 10,000 gallon tank, Tank B. Fire protection water can be accessed relatively easily from Tank A at the Lookout Mountain Road (CR 120). There is not a tap 999 19th street to feed Ranch 25 from the well located on Ranch 25. 30th F oor Denver co 80202 T 303.893 9700 2. Legal Water Supply.From a legal perspective, there is a decreed augmentation F. 303.893 7900 plan associated with the Lookout Mountain Ranch property, decreed in the Division 5 Water Court in 1985, Case No. 84CW100, attached as Exhibit B. 2415 E Camelback Associated with this augmentation plan is the Basalt Water Conservancy Suite 700 District annual water allotment contract # 41, amended, which contract is in Phoenix, 5458 goodstanding,,85016 T 800and is attached as Exhibit C. Finally, Colorado Well Permit .22 F 970 927 1030 #057624-F authorizes the lawful pumping from the well located on Ranch 23. The well permit #057624-F is attached as Exhibit D. The Division of Water 7633 E 63rd Place Resources records indicate that this well permit is in good standing. Suite 300 18 Telsa, 800.2 25458 3. Contractual License. When you purchased Ranch 25, the seller entered into a T 1300.282 5458 F 9709271030 contract with you, and the provisions of that contract survived the closing. This contract provided you with a license for a water supply from the well. That 4Y.VW.'.VaterlaW cam Professional Corp. license is attached hereto as Exhibit E. Based upon this license, which is transferrable by its terms to another buyer, a well sharing agreement with the owner of Ranch Well 23 and other owners is redundant. We recommend that you assign this license to a buyer of your property in a closing document. The licensor and current owners of Ranch Well i*23 are: M.R. Lookout for 19%, J.D. Lookout for 24°'o, FIying Finger LLC for 27°'o, and The Caroline Apts., Co., for 30°o. The manager for The Caroline Apts.Co. is Mr. Robert Daniels. ,ra\VAI 1 RI \\ Ms. Patricia Mara July 29, 2014 Page 2 PA! RI( I. 1.tII I I I. I..ROl'I NOR) Please see the attached Quitclaim Deeds that convey the wells to the four entities in Exhibit F. The four entities also hold the Basalt Water Conservancy District Allotment Contract #41. 4. Water Supply System Easements, Location. Please see the Third Amended Plat for Lookout Mountain Ranch Subdivision, recorded November 25, 1998, with the Garfield County Clerk & Recorder's Office, Reception No. 535970, attached as Exhibit G. This land use approval document outlines the dedicated easements for the water line. 5. Additional Development. The well permit states, "The combined use of ground water from this well and all other wells operating under BWCD contract #41 is limited to ordinary household purposes inside 200 single family dwellings..." However, the augmentation plan decreed in Case No. 84CW100 only provides a legal water supply for 81 lots in the first development phase at Lookout Mountain Ranch. To our knowledge, there is no other augmentation plan to supply water to this development. The Basalt Water Conservancy District allotment contract was amended in 1998 for a total of 15.8 AF of replacement water. At that time, greater development may have been contemplated. However, under current law, any additional development in the area is guided by the land use approvals for the development. The reference in the existing well permit does not dictate that this well can be used for 200 units, just that all the wells operating under the Basalt Water Conservancy District allotment contract #4I can't exceed that amount. Thank you and feel free to call with any questions or concerns. Very truly yours, Patrick I Miller I Kropf 1 Noto A Professional Corporation By:Tatt( � Ramsey L. Kropf kropa u'aterlam.cant RLK encI. Exhibits A -G W ',.Mnra•511',LeucrsAMara Waux Supply Letter 7.2I .14.doc docx Table of Contents Mara Lookout Mountain Ranch Lot 25 Water Supply Exhibit A Map of Water Supply. Exhibit B Decree, Case No. 84CW 100. Exhibit C - Basalt Water Conservancy District Water Allotment Contract # 41, Amended. Exhibit D Well Permit No. 057624-F. Exhibit E - License. Exhibit F ® Quitclaim Deed from M.R.Lookout, LLC; J.D. Lookout, LLC, and Look Out Coyote, LLC to The Caroline Apts., Co. dated December 29, 2008. Quitclaim Deed from Lookout Mountain Associates, LLC to M.R. Lookout, LLC; J.D. Lookout, LLC, Flying Finger, LLC; and Look Out Coyote, LLC dated December 23, 2005. Exhibit G Third Amended Plat for Lookout Mountain Ranch Subdivision. zt I 1 Iff I f111 iTA 316 tc! v 316 • , cq 123 ts. v 31.6 c... - .1C r.- Zd ci -c •.:_l 4. •:.• /7,4-0 M 11A ' ! , ",r1Z.7,90.C4.1 I...] ri. 1 el '4 •:‘,2 c-) -.; ',r7 ca 12 111 7.1 ig ‘1 lia _90,c0.00 N 7,3.a...4 7 <1 (—if 316 U1..1V2 t• , 1 1 i ±...<1 11t 1 f art ; .II 1 3 ,., - 1 , 12 .vi -4.110: i i 0 ??) 1 Q ill! i Z , En . II , ^.... a. rz dV4. T ..**NX..... !. •c, c.. NJ..? \\••. Ar:rd -1-. r.V;1;11 `7',....,1/4,.•••,...,, \ 1,..; ... 1 Exhibit B • CETRA1 FILES DISTRICT COURT, WATER DIVISION NO. 5. COLORADO Application No. 84CW100 400 461#2 r0) eittyPtit 941"-- 4434,44,44. RULING OF REFEREE IN THE MATTER OF THE APPLICATION FOR WATER RIGHTS OF LOOKGJT MOUNTAIN RANCH VENTURE, INC., IN THE ROARING FORK RIVER. OR ITS TRIBUTARIES, TRIBUTARY INVOLVED: RED CANYON, IN GARFIELD COUNTY The above entitled application was filed on May 18. 1984, and was referred to the undersigned as Water Referee for Water Division ..o. 5, State of Colorado, by the Water Judge of said Court on the 28th day of June, 1984, in accordance with Article 92 of Chapter 37. Colorado Revised Statutes 1973, known as The Water Right Determination and Administration Act of 1969. And the undersigned Referee having made such investigations as are necessary to determine whether or not the statements in the application tse true and having become fully advised with respect to the subject matter of the application does hereby make the following determination and ruling as the Referee in this matter, to -wit: 1. The statemer: - —the application are true. 2. This is nn 4.,,.cation For Underground Water Right for Look ut Mountain Ranch Well No. 1, Lookout Mountain Ranch Well No. 2, and for approval of Plan for Augmentation. 3. The name and address of the Applicant is Lookout Mountain Ranch Ventures, Inc.; c/o Golub& and Golube; 1001 Grand Avenue; P. O. Box 931; Glenwood Springs. Colorado. 4. A. Lookout Mountain Ranch Well No. 1 (1) The source of the water is a well having a depth of 200 feet and being tributary to Red Canyon. tributary to the Roaring Fork River. (2) The well is located in the NE1/4 SE1/4 of Section 24, T. 6 S.. R. 89 W of the 6th P.M. at a point whence the Southeast corner of said Section 24 bears 5. 000 50' E. 2,360 feet. (3) The amount of water claimed is 0.121 cubic foot of water per second of time, conditional. Exhibit B- Looktut Mtn. Ranch Venture, Inc. 84CW100 Ruling of Reveree Page No. 2 (4i The uses of the water are irrigation, domestic, livestock water, municipal and fire protection. (5) The date of initiation of appropriation 1s October 6, 1983. (6) The well has not been constructed and the caster has not been applied to beneficial use. (7) An application for drilling permit was received by the Office of the State Engineer on l4ay 22, 1984. As of this date the application for drilling permit has been neither approved nor denied. B. Lookout Mountain Ranch Well No. 2 (1) The source of the water 1s a well having a depth of 200 feet and being tributary to Red Canyon, tributary to the Roaring Fork River. (2) The well is located in the NE1/4 SE1/4 of Section 24, T. 6 S., R. 69 W. of the 6th P.M., at a point whence the Southeast corner of said Section 24 hears 5. 020 40` E. 2,195 feet. (3) The amount of water claimed is 0.121 cubic foot of rater per second of time, conditional. (4) The uses of the water are irrigation, domestic, livestock water, municipal and fire protection. (5) The date of initiation of appropriation is October 6, 1983. (6) The well has not been constructed and the water has not been applied to beneficial use. (7) An application for drilling permit was received by the Office of the State Engineer on May 22, 1984. As of this date the application for drilling permit has been neither approved nor denied. 5. Plan for Augavntatfon A. Hanes of structures to be augmented: 1 Lookout Mountain Ranch Nell NO. 1 2 4oW�out -mountain-Roach Veil No. f, and 3 Red Ridge Well No. 13 Exhibit B Lookout Mtn. Ranch Venture, Inc. 84C11100 Ruling of Reveree Page No. 3 Red Ridge Well No. 13 is the subject of a water right application pendiig in this Water Court in Case No. 83C8122. Said application was opposed by the State Engineer and the epplicatim. for drilling permit was denied, File No. A0-10148. 8. The water to be used for augmentation is water released from Ruedf Reservoir under a Water Allotment Contract with the Basalt Water Conservancy District. The Applicant has a contract with the Basalt Water Conservancy District for the release of 5.8 acre feet of water annually from Ruedi Reservoir. C. The purpose of the Plan for Augmentation is to provide e dependable and legal supply of water for the first phase of the Proposed Lookout Mountain Ranch development Southeast of Glenwood Springs. Colorado. TM first phase of the project wilt consist of 81 residential 1nits. The development will require a total diversion of 37 acre feet of water annually of which 11 acre feet will be consumptively used based on the following criteria developed by the Applicant's Engineer: (1) Average occupancy will be 3.5 persons per unit. (2) In-house demands will average 80 gallons per capita per day. amounting to 260 gallons per day, per unit. (3) All units will have non -evaporative type waste disposal systems which will result in a 10% consumptive use. (4) Each unit will have 2,500 square feet of lawn and garden resultin in a al of 4.65 acres for 81 units. The consumptive tot ve use for irrigation will be 7.44 acre feet. (5) Not more than 81 heed of livestock will consumptively use 0.96 acre foot of water annually. 0. The junior wells of the Applicant should be able to operate under their own priority during the months of May, June and November through March. The out -of -priority consumptive use is shown in the following table: In-house Irrigation Livestock Total Months (af) (af) (af) (af) ' April 0.21 ---- .08 0.29 July 0.22 1.86 .0C 2.16 August 0.22 1.12 .08 1.42 - 1'1.4 Septeaiyer 0.21 1.04 .08 1.33 b 4 `°0 October 0.22 .08 ,4j�',�:•'s. Total 1.08 4.02 0.40 5.50 . V4,-; 4,-; Exhibit B Lookout Mtn. Ranch Venture, lac. 8401100 Ruling of Reveree Page No. 4 E. In order to compensate for out -of -priority diversions at the Applicant's wells. releases of storage water from Rued' Reservoir will be made at the time and in the quantities as directed by the Division Engineer. The Referee does therefor conclude that the above entitled Application should be granted as follows: A. Lookout Mountain Ranch Well No. 1, is hereby awarded a conditional water right for 0.121 cubic foot of watrr per second of time, to be used for irrigation, domestic, livestock water. municipal and fire protection purposes, with apprwpriation date of October 6, 1983. 8. Lookout Mountain Ranch Well No. 2, is hereby awarded a conditional water right for 0.121 cubic foot of water per second of time, to be used for irrigation, domestic, livestock water, municipal and fir', protection purposes, with appropriation date of October 6, 1983. The above conditional water rights are subject to all earlier priorities of others and to the integration and tabulation by the Division Engineer of such priorities and changes of rights in accordance with law. An Application for Quadrennial Finding of Reasonable Diligence shall be filed In March of 1989 and in March of every fourth calendar year thereafter so long as Claimant desires to maintain the conditional water rights. or 'm til a determination has been made that the conditional water rights have become absolute water rights by reason of the completion of the appropriations. C. The Pian For Augmentation is one contemplated by law and if administered in accordance with the Men as set forth in paragraph 5 above. will permit diversions from the Applicant's Mils as described above without injuriously affecting the owner of or persons entitled to use water under a vested water right or a decreed conditional water right, and the Plan is therefore approved as follows: (1) Lookout Mountain Ranch Well No. 1, Lookout Mountain Ranch Well No. 2, and Red Ridge Well No. 3 may be used io supply water TOFW7irst phase of the proposeaLookout Mountain Ranch development as outlined above. (2) When a damns*.•eam valid call is made on the wells. rele+ises will be made from Nuedi Reservoir as required by tM Division Engineer to compensate for diversions from the welis. Exhibit $ 'r1;11 .1-PpI. 1. riff Lookout Mtn. Ranch Venture. Inc. ti4CIf100 RECEIVED I Ruling ofNo.5Reveree APR 2 9 1985 r SIRRCM= i (3) Totalizing flow meters as approved by the Division Engineer shall be Installed on the wells, and the Applicant shall submit a report of the meter readings to the Division Engineer on a monthly basis. (4) The Office of the State Engineer shall issue drilling permits for the wells in accordance with this Decree upon the request of the Applir.Ant. It is accordingly ORDERED that this ruling shall be filed with the Water Clerk, subject to judicial review. It is further ORDERED that a copy of this ruling shall be filed with the appropriate Division Engineer and the State Engineer. Dated Miattrtl 24 1PIS BY THE REFEREE: xereree er Division No. 5 State of Colorado No protest was filed In this matter, and accordingly the foregoing ruling is confirmed and approved. and Is made the Judgment and Decree of this court; provided however, that the approval of this Plan For Augmentation shall be subject to reconsideration by the Water Judge on the question of injury to the vested rights of others during any hearing commencing in the two calendar years succeeding the year in which this Plan For Augmentation is implemented. Dated /PPS er 1 Form No.- GWS-25 oG11VS-25 APPLICANT Exhibit D OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman Si..Denver, Colorado 60203 (303) 866-3581 LIC WELL PERMIT NUMBER 057624 - F _- DIV. 5 WD 38 DES. BASIN MD LOOKOUT MOUNTAIN ASSOCIATES LLC 8201 MISSION ROAD, SUITE 104 PRAIRIE VILLAGE, KS 66208- (913) 789-4887 PERMIT TO USE AN EXISTING WELL APPROVED WELL LOCATION GARFIELD COUNTY NE 1/4 NW 1/4 Section 18 Township 6 S Range 88 W Sixth P.M. DISTANCES FROM SECTION LINES 950 Ft. from North Section Line 600 Ft. from West Section Line UTM COORDINATES Northing: Easting: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of 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. 2) 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 been granted by the State Board of Examiners of Water Well Construction and Pump installation Contractors in accordance with Rule 18. 3) Approved pursuant 10 CRS 37-90-137(2) for the use of an existing well (LMR#23), appropriating ground water tributary to the Roaring Fork River, as an altemate point of diversion to the Basalt Conduit, on the condition that the well shall be operated only when the Basalt Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect and when a water allotment contract between the well owner and the Basalt Water Conservancy District for the release of replacement water from Rued Reservoir is in effect, or under an approved plan for augmentation. BWCD contract #41. 4) The combined use of ground water from this well and all other wells operating under the BWCD contract #41 is limited to ordinary household purposes inside 200 single family dwellings and the irrigation of not more than 2.3 acres of home gardens and lawns. All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect 5) The maximum pumping rate of this well shall not exceed 30 GPM. 6) The combined annual amount of ground water to be appropriated by this well and all other wells operating under the Basalt Water Conservancy District Contract #41 sha I not exceed 77.81 acre-feet. 7) This well must be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well that is not owned by the applicant 8) A totalizing flow meter must be installed on this well and maintained In good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 9) The owner shall mark the well in a conspicuous place with wet' permit number(s), name of the aquifer, and court case number(s) as appropriate, The owner shall take necessary means and precautions to preserve these markings. NOTE: Expired permit no. 53670-F, was previously issued for this t-3����ca-- Perrriit Expiration :Date Extended to June 10e, 2004, *OT 5-12-03 APPROVED JSG Aid State Engineer Receipt No. 9501.11_3_ DATE ISSUED JUN 1 0 MI g EXPIRATION DATE .JUN 10 3 Exhibit r El r14:1101lila 10I 6.e.ptlanU• 812194 12/1942/11 01 24 01 V5 Joan Mario* cowry CO 5 at 7 R.RE a F.. 941 00 Dae F.. 0 N CAIDA COtr rxtunlr! WATER RIGHTS 1. The following groundwater sights Wel LcCaticn W4RNama or No. Permit 140 Lookout Mounlaln Rank. Cookout Mountain Rocket Lot 6 It 202947 Lookout Mcuntaln Ranch, Lookout Mountain Wotan n Ranehet Lot 9 9 202667 Lookout Mountain Raub, Red R1dta Ranches Lot 10 IO 202847 Lockout Mountain Rmu:h, Lookorl Mountain Western Rancher Lot 10 202869 1nuknm Mountain Rooth Red Rklg: Rancher Lo113 13 231138 Lookout Mountain Ranch, Red Ridge Rancher Lo114 1 212436 Lookout Mountain Ranch Lol 23 23 053670•F Lookout Maanlain Ranch lot 23 23 201156 Lookout Mountain Roach Lot 24 24 05 671.9 Log 24 24 25 202134 looimut Mountain Ranch Lot 25 053672•F Lookout Mowntain Ranch, Lookout Mountain Wotan Rancher Lot 25 25 214229 Lookout Mlrmhln Roach Lot 25 25A 053675.9 lookout Momeain Ranch lot 25 2SA Lookout Memataia Ranch Lot 26 26 033673-F Lookout Maintain Ranh lot26 26 204416 Lookout Mountain Ranch Lot 27 27 053674•F Lookout Matumdn Rorich Lot 27 27 214126 2. All of Groom% interest in and to near Creak Springs, 3. The fmllawlog conditional water rights stdch an the submitted of the Applkatiaa In Case Na, 91CW300, Maria Conan. Water Division 14o. St (a) Name 0'8avemntl Legal Description Automat Cleinscd (AF) (aaaditioaai) Lookout Mtt:mtoln Ranch Pond Na 1 Tho center of the dun ler Pond No. 1 tolocated in the WW1/414E1/4, Seufon 23. T65, R69W of tlr 6� P.M eta point 1675 feet from the eau N000n 17.6 4 12/22/98 TUE 15:39 FAX 970 928 9742 LTG-GLENWOOD SPRINGS Exhibit G Q001 RAiZAr- 4511 I 3rd AMENDED PLAT OF RANCHE A PARCEL OF LAND SITU S£1/AS£1/.. SECTION IJ 12 T �7d S 89'24'81" 109141' maw, =ma CAP aSg f RANCH__ 0,7.fG _35109 cow Ga S7/le CO2A .V SECTION 12 N 00'0506" E 249.41' ..y RANCH TT NCTEw 12 CENTERLINE LOOKOUT MQIWTMW ROAD CPPSEBERJ Y PARK N �r�rr4+r IMMIMV4•MNIVILM-f-14, N��'��t�FI• a�lPI+J IP Sol 145.9J' Z4C 1- w 1203,0 214.64' Cl7V7P7S.INIr OD' rAsewrfor Tae W47BRNC'.LS Peoeune4 s10RAar a RELATED rAfy11371S C[NTLRL1NE LO8 QWT MOQNTAAv 0040 N 8.9'34.31. 7l 1065.95' • • RANCH 22 \-NE CORNER =IRON IJ FOUND DLO PRASE CAP i i4- .261:1 CENTERNNI EA.SONEN7 CENTERLINE 40' Al G:A54144. �Tr FUR NA IJ 7ir's PROPERTY 15 SR7.ECT 10 RESERVAno CONOVE = RES77TWCT7ONSF Gown/ANTS AND EASCJ/CN73 O~ RECORD O4 IN PACE r.NLUpwN . ;WHOOP LI rTAnav, THE DECLARA 77Q,' Or COWMAN= `• DIDNOMOV.X. APCSIRNGTlCMTS AAO EASEMENTS /W A PLRTMLV W LoareaT MOWNTAW RANCH AS RECORD(' AS RECEPTION NO. 5fJaTA C 7024 AT /met WI Or THE QPADQ(4r2UDLH4 NDU£VER. SAO RANCHS21 Or GVf/JF1D =writ 2) DATE Or sr -Revert OCTOBER :Pod .1) OA%E Cr PRA -A14.11.471 N: NO1/1118100. 7606 4) MWS SUR VET IS 9A5ED AN 8.E AM/ D PLAT Of LDORD'JT MENAVT.LW RANCH LooCOL1r MOUNT4/N RANCHES AND THE AMENDED PIAT Or LOOUYOM/T M0.AVTakV RANCH IUD RIDGE RANCHES AS R6CPTAEO m 1? DrRLY Cr THE mom AND RECORDER Or LARf7CLD =W7' ooLORADO A5 RErrone.N NO. J450611• THE 7ND AMENOPD PLAT d<RAMI/ 1 TO 22 ANO 22 m JJ Lir Lo[WCOur MOUNrAW RANCH, LOdrour MOW1TAW RANCHES ANO RANCH 74t LOOKOUT MOUNTAIN RANCH RED Th% RANCHES AS RECORDED IN THE 0177C£ LY !H£ CJ.E.RAC AND RECOR0(2 Or CARMLLO CDVNTYAC REC£P77OV Na ST -1928 RILE COMA TMENr GAVOT NO. COW:,IMSURANCE CGWPASNY ff/rZ KDAATE 2/74. 199or OLD ? ANO 7777£ R69AR5 AND CAPS AS SHOW AND FOUND D 6V PPACG 2) NORS7NCA5T CONN(.0. 5(0 7. .4 MOND oLo BRASS CA ADihC NGNn-mesT 00PNER. SEC 14 .4 P0TAN0 1062 ILLM BRASS r.,IP. CENTERLWE 40' ACCESS EASEMENT fv' ' RANCH 2 'puND R£4IAR CAP L.S. /76575 CENTERLINE 00. EASEMENT MR W,1 704nELLS PIP£LAve. sroRw6C A. RELATED FAD \:� RAN, 1,60c. \ J6:9 a. EASE*, 12/22/98 TUE 16:40 PAX 970 928 9742 LTG-GLENWOOD SPRINGS N DO'05'46" E 249.4 r•y •1 13 NANDM 1I CENTERLINE L J 1bit G NOLAVTAAv ROAD A NH5'34'31 ' If 1065.95' RANCH 22 \ Nf CORNER 1V 13 FOLWP GL0 BASS CAP \ \� N07ES: TJ THIS PRO FRT✓ 15' SLF.ECT 7a RESERVATIONS, 01 CQ/17OY RES -MO :WS: COVENANTS AND EASDEENTS Q7. RECORD OR AV PLACE 'Nam14f771WT 1911TA77L ' THE DEoLARw ouv Or COVENANTS CONAIITcWSS, R(S7P1C77CNS AND EASEMENTS FORA PORTION Ar LOOKOUT MOUNTAIN RANCH. AS RECORDED AS 'RECEPTION N0. 347579 IN SOOT 1034 AT PACE 0922 Or SME RECORDS OF GARRELD G10LMITY COLORADO, £.t".I.L4kNG NO4EVEN. 5410 RANCH .73 2) 1J 1 TATE Or suRbre 0670831. 1995 DA TE or PREPARATION. NOYEASER, 19.90 P15' stoner 15 DAS£O ON The AMENDED PLAT Or LOOKOUT AIO:WTA/N RANCH. LOCRWT MOMNTA1 RANCHES ANO THE AMERCED PLAT OF LOOKOUT A.GUNTAIN RANCH. RED R1PCE RAN0'453 AS pimps= me 7712 0#77LE LY- TMC OC1I' AND ArrcoYEG00 a" RARNE D COUNTI; CCda4ADC .45 RSCSPP&1 NO 345004• SNE 2AD AMENDED f..47 Ar RANCH 1 70 27 AND 291 .17 or LOOKOUT MOUNTAIN RANCH LOOKOUT AfOLWTAIN RANCHES ANO RANCH 14. LOCKOUT MOUNTAIN RANL7L RED RIDGE RANCHES .45 RECORDED /N TME Orf'ICE dr THE GUNK AND RECORIPG4 Cr OARF7ELD COUNTY AS RECEPTION IVO 3121175 TITLE COIAYI7&EHT ORDER Na 0k4221.564-40 /SSU£D sr OLP NCIUCL1C NA 704ML TITLE 1N5 NMNcr COMPANr EFFEC1TYE DATE 2/15/4997 A00 EXISTINC REDARS AND GAPS AS 91ox" ANO . 00AV0 AH PLACE DADS O.r BEARING• .4 FEARING Or N ao DS OS' E /CT TAI THE NG1TTT4EA9T CORNER, SEC 11 A f'OUNO CA0 3RA55 0411 AND T7!£ 1VC14TNNEST CORNER. SEC M .4 'DUNG 1907 QW MASS CAP THERE 15 A 10' U77LITr (ASE4MCT 'ESE 1.5.0 00 EACH 5171E Ar ALL LOr LINES 1NAr ARE A0AACENT 7D ANT 01MER RANGY AV ANT PART L1'' Loon -OUT 1404IN04P1 RANCH AND .4 20' UTILITY EASEMENT RE DP1.SD OVH ANY LOT LIVE NOT AD.LIC£IV7 TO AN0174(0 SMd1.41101. LOILLSS orNErn Est NO157 .40A1 DESIGNATED. ALL ROADS SNOW HEREON ARE LOC.4750 ON A 50'(4505/ 1' 03.004WIT MC tam L Y7MC . TO (ALIS' SCC Or THE COSMO' C£NTCRLINE Or EACH ROAD .45 SUCH CENTERLINES ARE OESOB£D AND ALL SUCH RESERVED ROAD G49154LN15 SHALL ALSO CONSTITUTE EASEMENTS EOR CITILITTES OF TR447SV.R NA 11.5.0 A11 EAISSAIS AND PROPOSE.0 UAu7TES MINER OVERHEAD 04 LR00E7►0VO4NDJ ARE LOCATED IN A 60' WOE EASEMENT RYSC11W mimes), ANO LING .70' In EACH .5740E Or SITE C.EN1ERLAVC Or 7743 u7)uTY OR POKE LAVE EXCEPT AS OT71ERA1SE DESIGNATED Hj1►30w OR RESERVED AN F1E14045YY RECORDED COMMENTS THE EASEMENTS .9/ONN wpm.' ANA 17C3e70Yl1? n(00r AS B0✓0'7777NC CR OVICOCAANO SMC AratemE70TIGNED RANCHES 2.0 ?3-'.27 AMP S3 Sc/45RS0 3 THE £45E41 179 5740pm CN 4Hl A401740 D PLAT Or LOOWCUT MOUNTAIN RA1C71 1004'0Ur 10.W7 41N RANL7AE5 AS 11170 00ED .45 RECEPTION N4 345064 IN 774E 0473E Or 771E 43C&AEK AND RE004DER OF GARA7lLD COLMTTY, coLORAD4 AMO SNE 2ND AA ED PLAT Or RANO/ES T la 57 AND 29 70 23 or LOOKOUT MOLNT74AN RANG % LOOKOUT MOUNTAIN RANCHED AND RANCH 14_ LOOKO174O:MITA40 RANCH[ RED RIDGE.' RANCHES AS RECORDED AH SME 1#7-70E OF INC =DC AND RECORDFR Or CAR17110 COCNVrr AS RECEPRoN NO 11?S111111 AND ANY EAsememrS so 0 0(4 TLD .4M0 R£S5RY10 p0 572074 PATINFOLIS PLATS NM/C4 ARE PICON 7S7i747 11477✓ TIME EASEMENTS 510014' HEREON ARE HEREB r VACA fro. 70) Alt souNOMRY CORNERS ARE AS LAQCL(R ALL LOT COO Ap4S HALL' [TEE./ 1.4(440USYY SET Br MITER AID4NTA7N 1EYHMC.1L 5£RW0ES ANC. Or GRAND .51NC770M CCYORA00 41) ADJACENT PARCELS 10EVI1r107 Or RANCH NC. ARE RANCHES /O£N77FIED .4447 PLATTED ON THE 21.0 A.VCNOEO PLAT Or MARCHES 1 T17 77 ANO .29 TO 37 Or LOOKOLlr IrouNTA1 RANCH, LOOKOUT 40LINTAIN RANCHES REVEPI7QN No, 5/3375 r0"C7 .Lca.0lwe TO [.Ye4am Lar 40.1 two, Se...11"Cf . .. L• •v'!A .I.SJ,.n 61.4.1 4.7,10.• ►..nrL, 4111q .+0'. r•• • 1. ?T raj N19�T O,$CCK>' pyC" R'.iCT. F x0 [WA' w^1 am. r .EO .00• 4M4 wl.. • ... 11..E IL* wry at Mum mteC3 .041 ',W.. .1.4 TL.le! 411C. Mt 30 7% 04 000T4134IION S. W. 4MLO* LV. 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COLORADO 8162 SENT tiY:K1NKUS Section 21. ill—IC—VC a L.441—in EXHIBIT A -ADDITIONAL PROVISIONS - U t U JGU Uui. e, i, u Exhibit (a) There shall be transferred to the Buyer, at closing, a license allowing the Buye to obtain water, to be used for domestic purposes, from that water well located on the Property, which well was constructed pursuant to Well Permit No. (the "Weill. Seiler will continue to own the Well, the well permit, any and all water rights associated with or adjudicated to the Well, and ail pumps, motors, piping, storage tanks, flow and pressure monitoring or regulating devices and other equipment In or attached to the Well, excluding only such equipment as is installed by Purchaser for the purpose of obtaining water pursuant to the License. The means of Buyer's water supply system to the Well shall be subject to Seller's approval, but Seller shall not be deemed In any way responsible for the design of Buyer's water supply system. Buyer acknowledges that Seller has recommended that Buyer include a storage tank and pressure boost pump in Buyer's water system to ensure adequate pressure to the volume. I Buyer acknowledges that it is Seller's intent that the Well be Included as part of a water supply system which will supply water for domestic use to other parcels of land included within the Property now platted as Lookout Mountain Ranches. Towards that end, Seller, or Seller's assigns, may apply for permits for and construct other welts on the Property, and include the Well and such additional wells in water rights applications and plans for augmentation, Buyer covenants that Buyer will not object to or protest any such Well permit applications, water right#; applications or plans of augmentation filed by Seller or Seller's assigns, or in any way cause or, encourage the Division of Water Resources piths State of Colorado or the State Engineer's pP ofti e to disapprove, protest, or object to any such applications or plans. This covenant of Buyer shall survive the closing of this transaction and conveyance of title and shall be enforceable by any legal or equitable remedy available to Seiler. Buyer acknowledges that because of the existenc of the Well and other wells which may be constructed by Seiler, Buyer may be prohibited from constructing Buyer's own exempt well on the Property. Notwithstanding that Buyer may not o an interest in any well on the Property, Buyer shall execute and deliver to Seller at closing a 60 Foot Well Spacing Statement in the form attached, and Buyer agrees that Seller may compete the said statement and file it with the State Engineer or Division of Water Resources in connection with any future well permit application. Buyer acknowledges and agrees that Buyer will be responsible for Buyer's proportionati share of all costs of operation, maintenance, repair and reconstruction of the Well, such share I being determined based upon use of the Weil, which use shall be separately metered. Determination of and billing for Buyer's share of such expenses shall be done by the Seller or Seller's assigns, and such expenses may be collected by Seller or Seller's' assigns through the same procedure as are provided in the Declaration for collection of assessments of the Association. SEAT BY:KINKOS ;11-13-58 ; 2 45i'M ; vtu azo aoariF o Exhibit 1;3 Upon completion of the water supply system, Buyer's license to obtain water from the Well will terminate and Buyer will be provided a water tap In the system. Buyer will then not bei obligated to pay a share of the operating and maintenance costs for the Well but will be subject to all rules and regulations imposed by the owner of the system and will not be obligated to pay the service fees assessed by the system owner, but not any tap fee. For purposes of the Contract and the License, "domestic use" means water use consistent with the restrictions on water use which will be imposed in connection with the proposed plan for augmentation related to the water supply system, which restrictions will include restriction to use for in-house domestic purposes in a single family residence and the irrigation of not more than 500 square feet of land. Buyer acknowledges that such use restrictions are more restrictive than those contained In the Declaration. Until the License is terminated, the amount of water available to Buyer will be dependent upon the quantity of wate from the Well, Buyer is entitled to the lessor of (a) one-third of the steady state capacity of the Well or (b) 6 gallons per minute. The license provided for in this section 21 (a) shall be deemed coupled with an interest and not revocable except upon completion of the water supply system, and the license shall be assignable by Buyer, but only as an appurtenance to the Property. The provisions of this Section 11 (a) shall constitute a license agreement, and shall survive the closing of the purchase and sale of the Property, and shall inure to the benefit of ad be binding upon the heirs, successors and assigns of Buyer. (b) Buyer acknowledges that the location of the easement for Gooseberry Park Road, which easement may also be used for utility purposes, will be revised from that shown on the current recorded plat of the Property to an alignment approximately as shown on Exhibit 1, attached, and that additional easements for access and for installation, maintenance, repair an c use of utilities, including a water supply and distribution system, will be located on the Propert approximately as shown on Exhibit 1, attached. An amended plat of the Property depicting the revised roadway and utility easements will be furnished to Buyer prior to closing. The amended plat will be recorded prior to closing and the Property will be conveyed by deed referring to the amended plat. (c) In compliance with the requirement of subparagraph numbered 5.c.(111) of the Deed of Trust dated dated March 13, 1997, recorded March 14, 1997 as Reception No. 505765 of the records of Garfield County, Colorado, the Buyer hereby acknowledges, affirms and agrees as follows: i) Seller has disclosed to Buyer that an aircraft landing strip may be constructed on other portions of the Property described in the Amended Plat for Lookout Mountain Ranch. Lookout Mountain Western Ranches flied as Reception No. 345060 of the records of Garfield County. Colorado; and ii) All obligations of Seller with respect to the installation of roads and utilities to the Property have been performed by Seiler, or have been agreed to in this Contract; and SENT BY:K[NKOS ;11-13-Bt8 ; 2:4beM UN ,WO vo*r, tv Exhibit iii) Buyer expressly waives and releases, and shall indemnify and hold harmless the beneficiary named in said Deed of Trust, Lookout Mountain Venture, a Colorado joint venture, in its capacity as beneficiary thereof, and if said beneficiary subsequently acquires title to any part of the Property subject to said Deed of Trust through foreclosure thereof or otherwise, from any claim, liability or obligation whatsoever to install, maintain, improve or repair any road or.utilitias; to perform any of Seller's other obligations to Buyer hereunder; and with respect to any breach of any representation or warranty made by Seller to Buyer hereunder. It is further understood and agreed that the provisions of this sub -paragraph ill) shall survive the closing of this transaction, and shall inure to the benefit of and be enforceable by said beneficiary. (d) Buyer acknowledges that seller has disclosed that Garfield County currently does no' maintain either Lookout Mountain Road or Red Canyon Road, both of which are County Roads, and has made no commitment to maintain such roads in the future. Buyer agrees that neither Seiler nor the Declarant have any obligation to maintain either of said roads, or any other road which provides access to the Property. (e) Buyer acknowledges and agrees that Seller has no obligation to provide any kind Of mail receptacle for the Property. (i) Buyer acknowledges receipt of (a) a copy of the plat or portion of the plat showing tht e ng envelope , and (c) Property; (b) a site plan io for the Pac rerty f wl dges that the building sg the location of ite plaln'will be attached to ani a copy of the Declaration. Buyer incorporated into the deed to be delivered at closing. SELLER �.2 Exhibit B iii) Buyer expressly waives and releases, and shall indemnify and hold harmless the beneficiary named in said Deed of Trust, Lookout Mountain Venture, a Colorado joint venture, in its capacity as beneficiary thereof, and if said beneficiary subsequently acquires title to any part of the Property subject to said Deed of Trust through foreclosure thereof or otherwise, from any claim, liability or obligation whatsoever to install, maintain, improve or repair any road or utilities; to perform any of Seller's other obligations to Buyer hereunder; and with respect to any breach of any representation or warranty made by Seller to Buyer hereunder. It is further understood and agreed that the provisions of this sub -paragraph iii) shall survive the closing of this transaction, and shall inure to the benefit of and be enforceable by said beneficiary. (d) Buyer acknowledges that Seller has disclosed that Garfield County currently does not maintain either Lookout Mountain Road or Red Canyon Road, both of which are County Roads, and has made no commitment to maintain such roads in the future. Buyer agrees that neither Seller nor the Declarant have any obligation to maintain either of said roads, or any other road which provides access to the Property. (e) Buyer acknowledges and agrees that Seller has no obligation to provide any kind of mail receptacle for the Property. (1) Buyer acknowledges receipt of (a) a copy of the plat or portion of the plat showing the Property; (b) a site plan for the Property showing the location of the building envelope , and (c) a copy of the Declaration. Buyer acknowledges that the building site plan will be attached to and incorporated into the deed to be delivered at closing. SELLER BUYER Total Area al N R mE X erN TrmaIflO0 N l'. m G1ml0m.D•C.Dt0mO10tom0O1•1Cis N01nmN NWIp1O -qer.D f-.4+"1 O CD O? 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U' C 10 S Z N N N 1 In A 11 IO Ql To — N C` m F d• rn a m VI c i+.i+++ ur as B Ta 2 To 41 E2 41 E2al E� co 'Do 3:10 R111 In.ama 13 0 a 0 13 ii 0 a.�•Om�ial axpocio 319=Tor 9re>rr> Ka. toaataf zu..0 0I 1 13 3 d vl a AI y O III E Al a. -E c 10 O o ; -E — a �' ; al 4 c or ? •" v frx.10 C c a C1 E inZ C307:+T. c EI, 0 v 'ti c c OC � Ico cN c � N - � RI A CT- I.1 ¢..0a a 0- s rz oat as C 1 3 y w te 11 0 r Garfield County Hazard identification and Risk Assessment a 1 y� i li Y 11 z 11 lb 115 g Elk Habitat Map - Ranch 25 Legend BLM Wilderness Winter Concentration Area Forest Service c1 coC m C Forest Service Wildemess Overall Range National Grassland Winter Range National Recreation Area Summer Concentration National Wildlife Refuge Fall Concentration Overall Range CPW Office Forest Service Office Bighorn Migration Corridors Bighorn Severe Winter Range Bighorn Winter Concentration Area Bighorn Winter Range Bighorn Summer Range Migration Corridors Winter Concentration Area Winter Range Summer Range Resident Population Area Migration Patterns Migration Corridors Concentration Area BLM Field Office 2 CD W State Wildlife Area Fishing Access Watchable Wildlife Area State Trust Land (Seasonal Hunting) Hunting Access (Non-STL) State Habitat Area Summer Range Winter Range Migration Corridors Concentration Area Summer Range [1:18 2 PD f I. 1 # 050❑05D Winter Range Migration Corridors Winter Concentration Area co N C Summer Range Winter Concentration 5_-'D0 gJ Winter Range ggi 411 en 0- 0 . 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