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HomeMy WebLinkAbout1.0 ApplicationHERONS NEST RECREATIONAL VEHICLE PARK AMENDED SPECIAL USE PERM1I1 (1-0 EXPAND RV PARK BY THIRTY-EIGHT (38) SPACES, INCLUDING EIGHTEEN (18) SPACES THAT HAVE BEEN EXISTING SINCE 2000) APPLICANTS SIMON CASAS & GENOBEVA LOPEZ 118 EUCLID AVENUE CARBONDALE, CO 81623 SUBMITTED BY ALUISE PLANNING CONSULTANTS 1179 STANDING DEER DRIVE, SILT, CO 81652 (970) 987-1176 CELL (970) 8764356 FAX LAND USE APPLICATION GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 • Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county.com SPECIAL USE PERMIT Doc. # GENERAL INFORMATION (Please print legibly) r Name of Property Owner: 5{mtin Ci5A_ S 4 beiloLevr5\ Lop r Mailing Address: 1 IS -E C-tfc t Telephone: (°t O) U(,03- 2`77 • City: ear bb ctal_e_ State: ao Zip Code: rr( Cell: (q30) 4014 -2)4 Z. -Lf ✓ E-mail address: 5),C)18) as hospii-cd . ori FAX: ( ) • Name of Owner's Representative, if any, (Attorney, Planner, Consultant, etc): • A tut sp No. tvcteng5ty toys s LLC. ()and-- A. /4//1/3e) Mailing Address: I vet5 dy f2Y Lr Telephone: (°) 0 V0'636-6, • City: State: CO Zip Code: i -1 10S.2 Cell: (Cj:70 ✓ E-mail address: ja//2/4/1a r brit M45.1r) . (tytn--1 FAX: (/To) S -(-)55j,„ r Description of Special Use Requested: &Wf CrP S'peC j U pet- ►1it t -/- perM / -f (o .macr Sfr4t5 l/ G CL s aka -look cit'-/ t sna l Lo s s o r ct 7 iv spa ccs r Street Address / General Location of Property: 3Z- Sf ,�iy i r > Legal Description: Lai- . Sre ve.rs 4.6-LPJ1.dJ et Fr 2-A-07 61A-- c X55 �5 -e r r, 1 , 1 a, � /D1 ' ►, > Assessor's Parcel Number: 2 I - O r' i - f7 o -04,Z ? Existing Use: ,�eCt&th c„-Ce,Ce. Pr�rl� 0,1 s ce • Property Size (in acres) 2// (aa 0C- Zone District: rrru.Q1ttfwI 1dL6fr 1 1 • 1 Last Revised 7/1/08 I. APPLICATION SUBMITTAL REQUIREMENTS As a minimum, specifically respond to all the following items below and attach any additional information to be submitted with this application: 1. Please submit, in narrative form, the nature and character of the Special Use requested. Submit plans and supporting information (i.e. letters from responsible agencies). Include specifications for the proposed use including, but not limited to, the hours of operation, the number and type of vehicles accessing the site on a daily, weekly and/or monthly basis, and the size and location of any existing and/or proposed structures that will be used in conjunction with the proposed use, and provisions for electric power service and any other proposed utility improvements. Be specific. 2. If you will be using water or will be treating wastewater in conjunction with the proposed use, please detail the amount of water that would be used and the type of wastewater treatment. If you will be utilizing well water, please attach a copy of the appropriate well permit and any other legal water supply information, including a water allotment contract or an approved water augmentation plan to demonstrate that you have legal and adequate water for the proposed use. 3. Submit a site plan /map drawn to scale that portrays the boundaries of the subject property, all existing and proposed structures on the property, and the County or State roadways within one (1) mile of your property. If you are proposing a new or expanded access onto a County or State roadway, submit a driveway or highway access permit. 4. Submit a vicinity map showing slope / topography of your property, for which a U.S.G.S. 1:24,000 scale quadrangle map will suffice. 5. Submit a copy of the appropriate portion of a Garfield County Assessor's Map showing the subject property and all public and private landowners adjacent to your property (which should be delineated). In addition, submit a list of all property owners, private and public, and their addresses adjacent to or within 200 ft. of the site. This information can be obtained from the County Assessor's Office. You will also need the names (if applicable) of all mineral interest owners of the subject property, identified in the County Clerk and Recorder's records in accordance with §24-65.5-101, et seq. (That information may be found in your title policy under Exceptions to Title). 6. Submit a copy of the deed and a legal description of the subject property. 7. If you are acting as an agent for the property owner, you must attach an acknowledgement from the property owner that you may act in his/her behalf. 8. Submit a statement that specifically responds to each of the following criteria from Section 5.03 of the Zoning Regulations: (1) Utilities adequate to provide water and sanitation service based on accepted engineering standards and approved by the Board of County Commissioners shall either be in place or shall be constructed in conjunction with the proposed use. (2) Street improvements adequate to accommodate traffic volume generated by the proposed use and to provide safe, convenient access to the use shall either be in place or shall be constructed in conjunction with the proposed use; (3) Design of the proposed use is organized to minimize impact on and from adjacent uses of land through installation of screen fences or landscape materials on the periphery of the lot and by location of intensively utilized areas, access points, lighting and signs in such a manner as to protect established neighborhood character; 9. Depending on the type of Special Use Permit requested, you may need to respond to additional review standards in the Garfield County Zoning Resolution Section 5.00 [Supplementary Regulations]. This may include uses such industrial uses [section 5.03.07 & 5.03.08], Accessory Dwelling Units [section 5.03.21], Utility Zine/Utility Substations, etc. Specific sections of the Zoning Resolution which can be located on the Garfield County web site at httpalwww.garfield-countv.com/buildinq and plannincdindex.htm, or information can be obtained from this office 10. A $400.00 Base Fee: Applicant shall sign the "Agreement for Payment" form and provide the fee with the application. 11. Submit 2 copies of this completed application form and all the required submittal materials to the Building and Planning Department. Staff will request additional copies once the Special Use Permit application has been deemed technically complete. II. PROCEDURAL REQUIREMENTS (The following steps outline how the Special Use Permit Application review process works in Garfield County.) 1. Submit this completed application form, base fee, and all supplemental information to the Garfield County Planning Department. It will be received and given to a Staff Planner who will review the application for technical completeness. 2. Once the application is deemed technically complete, the Staff Planner will send you a letter indicating the application is complete. In addition, Staff will also send you a "Public Notice Form(s)" indicating the time and date of your hearing before the Board of County Commissioners. Prior to the public hearing, Staff will provide you with a Staff Memorandum regarding your requested Special Use. (If Staff determines you application to be deficient, a letter will be sent to you indicating that additional information is needed to deem your application complete.) 3. It is solely the Applicant's responsibility to ensure proper noticing occurs regarding the requested Special Use and the public hearing. If proper notice has not occurred, the public hearing will not occur. Notice requirements are as follows: a. Notice by publication, including the name of the applicant, description of the subject lot, a description of the proposed special use and nature of the hearing, and the date, time and place for the hearing shall be given once in a newspaper of general circulation in that portion of the County in which the subject property is located at least thirty (30) but not more than sixty (60) days prior to the date of such hearing, and proof of publication shall be presented at hearing by the applicant. b. Notice by mail, containing information as described in the paragraph above, shall be mailed to all owners of record as shown in the County Assessor's Office of lots within two hundred feet (200') of the subject lot and to all owners of mineral interest. in the subject property at least thirty (30) but not more than sixty (60) days prior to such hearing time by certified return receipt mail, and receipts shall be presented at the hearing by the applicant. c. The site shall be posted such that the notice is clearly and conspicuously visible from a public right-of-way, with notice signs provided by the Planning Department. The posting must take place at least thirty (30) but not more than sixty (60) days prior to the hearing date and is the sole responsibility of the applicant to post the notice, and ensure that it remains posted until and during the date of the hearing. 4. The Applicant is required to appear before the Board of County Commissioners at the time and date of the public hearing at which time the Board will consider the request. In addition, the Applicant shall provide proof, at the hearing, that proper notice was provided. 5. Once the Board makes a decision regarding the Special Use request, Staff will provide the Applicant with a signed resolution memorializing the action taken by the Board. Following the Board's approval, this office will issue the Special Use Permit to the applicant. If the Board's approval includes specific conditions of approval to be met, this office will not issue the Official Special Use Permit certificate until the applicant has satisfied all conditions of approval. The Special Use Permit approval is not finalized until this office has issued the Official Special Use Permit certificate signed by the Chairman of the Board of County Commissioners. I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. ✓ )..-Y2 (Signature of Prop C'5‹.j y Owner) (Date) GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT FEE SCHEDULE Garfield County, pursuant to Board of County Commissioners ("Board") Resolution No. 98-09, has established a fee structure ("Base Fee") for the processing of each type of subdivision and land use applications. The Base Fee is an estimate of the average number of hours of staff time devoted to an application, multiplied by an hourly rate for the personnel involved. The Board recognized that the subdivision and land use application processing time will vary and that an applicant should pay for the total cost of the review which may require additional billing. Hourly rates based on the hourly salary, and fringe benefits costs of the respective positions combined with an hourly overhead cost for the office will be used to establish the actual cost of County staff time devoted to the review of a particular project. Actual staff time spent will be charged against the Base Fee. After the Base Fee has been expended, the applicant will be billed based on actual staff hours accrued. Any billing shall be paid in full prior to final consideration of any land use permit, zoning amendment or subdivision plan. If an applicant has previously failed to pay application fees as required, no new or additional applications will be accepted for processing until the outstanding fees are paid. Checks, including the appropriate Base Fee set forth below, must be submitted with each land use application, and made payable to the Garfield County Treasurer. Applications will not be accepted without the required application fee. Base Fees are non-refundable in full, unless a written request for withdraw from the applicant is submitted prior the initial review of the application materials. Applications must include an Agreement for Payment Form ("Agreement") set forth below. The Agreement establishes the applicant as being responsible for payment of all costs associated with processing the application. The Agreement must be signed by the party responsible for payment and submitted with the application in order for it to be accepted. The complete fee schedule for subdivision and land use applications is attached. GAREIED COUNTY BUILDING AND PLANNING DEPARTMENT BASE FEES The following Base Fees shall be received by the County at the time of submittal of any procedural application to which such fees relate. Such Base Fees shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board for the consideration of any application or additional County staff time or expense not covered by the Base Fee, which have not otherwise been paid by the applicant to the County prior to final action upon the application tendered to the County. TYPE OF PROCEDURE BASE FEE Vacating Public Roads & Rights -of -Way $400 Sketch Plan $325 Preliminary Plan $675 + application agency review fees and outside consultant review fees, as authorized pursuant to the Regulations, such as the Colorado Geologic Survey Final Plat $200 Amended Plat $100 Exemption from the Definition of Subdivision (SB -35) $300 Land Use Permits (Special Use/Conditional Use Permits) ■ Administrative/no public hearing $250 ■ Board Public Hearing only $400 cee 6abivii if al eiakIlP ' • Planning Commission and Board review & hearing $525 Zoning Amendments • Zone District map amendment $450 • Zone District text amendment $300 ■ Zone District map & text amendment $500 • PUD Zone District & Text Amendment $500 • PUD Zone District Text Amendment $500 Comprehensive Plan Amendment $450 Board of Adjustment • Variance $250 • Interpretation $250 Administrative Permits ■ Floodplain Development $400 tclbtvti }fed • Pipeline Development $400 Planning Staff Hourly Rate ■ Planning Director $50.50 • Senior Planner $40.50 ■ Planning Technician $33.75 • Secretary $30 County Surveyor Review Fee (includes review of Amended Determined by Surveyor$ Plats, Final Plats, Exemption Plats) Mylar Recording Fee $11 — is` page $10 each additional page Page 2 The following guidelines shall be used for the administration of the fee structure set forth above: 1. All applications shall be submitted with a signed Agreement for Payment form set forth below. 2. County staff shall keep accurate record of actual time required for the processing of each land use application, zoning amendment, or subdivision application. Any additional billing will occur commensurate with the additional costs incurred by the County as a result of having to take more time that that covered by the base fee. 3. Any billings shall be paid prior to final consideration of any land use permit, zoning amendment, or subdivision plan. All additional costs shall be paid to the execution of the written resolution confirming action on the application. 4. Final Plats, Amended or Corrected Plats, Exemption Plats or Permits will not be recorded or issued until all fees have been paid. 5. In the event that the Board determines that special expertise is needed to assist them in the review of a land use permit, zoning amendment, or subdivision application, such costs will be borne by the applicant and paid prior to the final consideration of the application. All additional costs shall be paid prior to the execution of the written resolution confirming action on the application. 6. If an application involves multiple reviews, the Applicant shall be charged the highest Base Fee listed above. 7. Types of "Procedures" not listed in the above chart will be charged at an hourly rate based on the pertinent planning staff rate listed above. 8. The Planning Director shall establish appropriate guidelines for the collection of Additional Billings as required. 9. This fee structure shall be revised annually as part of the County budget hearing process. Page 3 GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT AGREEMENT FOR PAYMENT FORM (Shall be submitted with application) GARFIELD COUNTY (hereinafter COUNTY) and (hereinafter APPLICANT) agree as follows: 51 mon C.S6k S 1. APPLICANT has submitted to COUNTY an application for ,j,ijeCr a j (ASC fC lltt+ r -o r t�tS l ark 65 -C/ -V Pay -LC_ (hereinafter, THE PROJECT). Y 2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended, establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for the administration of the fee structure. 3. APPLICANT and 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. APPLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to thereafter permit additional costs to be billed to APPLICANT. 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, APPLICANT shall pay additional billings to COUNTY to reimburse the COUN'T'Y for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid prior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision plan. APPLICANT iin0r) ,-GS ._.f Signature Date: `7 - 30 • OB nn or-) (aSa S Print Name Mailing Address: Eficil G 61 10/2004 Page 4 NARRATIVE OF REQUES1I LETTERS FROM AGENCIES SPECIFICATIONS OF USE NARRATIVE OF UTILITIES NARRATIVE OF REQUEST Location Mr. Simon Casas and Ms. Genobeva Lopez (collectively "Applicants") own Lot 3, Sievers Amended Exemption Plat, as recorded in Book 1006, Page 457, Reception Number 503455. This lot has historically been known as the Herons Nest Recreational Park, located at 32956 River Frontage Road, Silt, Colorado, 81652, and further located east of the Town of Silt Water Plant, south of Interstate -70, north of the Colorado River, and west of the Scott Subdivision Exemption (Town of Silt) and the Gregorio and Silvia Delgado parcel. The property is approximately 27.468 acres, and is zoned Agricultural - Industrial (A/I) within Garfield County. Camper (Recreational vehicle) parks are a special use permit within this zoning. Existing Conditions The property is subject to the "Sievers Carnper Park Special Use Permit 4 147" approved by Garfield County on May 25, 1978, which permitted a recreational vehicle park with thirty-eight (38) camper (RV) spaces and thirty-two (32) tent spaces, as seen under Tab 1 of the application. Unfortunately, prior to the Applicants' purchase of the property, a prior owner converted and/or added eighteen (18) RV spaces, for a total of fifty-six (56) existing RV spaces. Fourteen (14) RV spaces were created out of the original tent spaces (Ex.41-54), two (2) additional RV spaces were installed within the main part of the park (Ex. 10 & 31) and two (2) additional RV spaces were installed on the southeastern edge (Ex. 55 & 56) and were improved with utilities (electric, water, wastewater). In total, fifty-six (56) recreational vehicle spaces have been improved, with eighteen (18) remaining tent spaces. The RV Park includes a commercial propane tank located by the entrance to the RV Park area in order to dispense propane gas to the RV Park guests' tanks. An on-site manager lives within a recreational vehicle to the south of the existing RV Park office, and performs check -ins, code compliance checks, general RV space and tent space maintenance, as well as landscaping maintenance on the site. An 8 -yard trash dumpster is located to the west of the existing spaces, and is dumped three (3) times a week or more as needed. The Applicants propose to screen the trash dumpster location, and add a storage small storage shed next to the trash dumpster for maintenance equipment storage. Request for Special Use Permit Amendment The Applicants wish to come into conformance with the Garfield County zoning regulations governing Agricultural/Industrial properties, and specifically to amend their SUP in order to reflect the current conditions, as well as expand their SUP in order to add additional RV spaces, with all utility connections to water, wastewater, and electric. Specifically, the Applicants would like to permit twenty (20) new RV spaces, such spaces as seen on the Applicants' new site plan in this application. Overall, the Applicants would have seventy-six (76) RV spaces for varying sizes of vehicles. Applicants would provide all construction of the new RV spaces, utilities and road, in conformance with Garfield County and the State of Colorado regulations. 1 APPLICANT'S NOTE: The following Referral Agency and/or Garfield County Dept. comments are for reference only. The Applicant has addressed all comments and attempted to submit all documents requested by these Referral Agencies, within the body of this SUP Application. SPECIFICATIONS OF USE Hours of Operation/Site Impact As stated previously, Herons Nest RV Park currently accepts customers twenty-four (24) hours per day, seven (7) days per week, customers usually arrive at the park between the hours of 7 a.m. and 7 p.m. Motor homes, light and heavy duty trucks pulling 5th wheel trailers, light and heavy duty trucks with campers, trucks and cars frequent the park on a daily basis in order to camp on the site. The site currently has a six hundred (600) square foot building devoted to showers, restroom and laundry facilities, as well as a small office that is used for check -ins. The Applicants sell no retail goods. Existing and Proposed Landscaping The Herons Nest RV Park is well landscaped, with many mature trees and a few mature shrubs, as well as grassy areas. These trees provide much needed shady areas close to the RV spots. There are some weedy species on the property, and the Applicants are working to remove tamarisk trees and Russian olive trees within one (1) year of approval of this application. In fact, the Applicants have already cleared a large number of weedy species from the western portion of the property, upon the purchase of the property. The Applicants have planted elm trees every ten (10) feet on the western boundary of the property in order to screen the RV park activity from the Town of Silt water plant and wastewater plant property. The Applicants intend to plant trees every thirty-five (35) feet on the eastern boundary of the property in order to screen the RV park activity on that side of the property. Since there is a large acreage of pastureland between the actual RV park area and the properties to the north (Scott Subdivision Exemption and Interstate - 70), it does not seem necessary to screen on the northern property boundary. The RV park existing spaces on the southern boundary have been in existence since 1979, with a roadway between the RV park spaces and the Colorado River, and there is no additional room for landscaping in this area. All landscaping shall be irrigated with the Applicants' 2.88 shares of Grand River Ditch water. Park Rules and Regulations Included in Tab 1 of this submittal are the rules and regulations of the Herons Nest RV Park, indicating that all new tenants must sign this contract and abide by the rules of the park. The on- site manager, Angela Shipman, is responsible for ensuring compliance with the Herons Nest RV Park guidelines, Garfield County Land Use Regulations, and State of Colorado guidelines. Vehicular Impact & Traffic Study The Applicants have included a traffic study dated June 10, 2008 by Schmeuser Gordon Meyer Engineers, which evaluated the existing fifty-six (56) RV park spaces, as well as an additional thirty-four (34) RV park spaces, even though the Applicants are only requesting an additional twenty (20) RV park spaces. The Applicants submitted a State Highway Access Permit Application to the Colorado Department on June 12, 2008, and CDOT's response to that Access Permit Application was a contract for the owner's signature, which is included in this submittal just following the traffic study in Tab 9. When the Applicant receives the signed copy of the Access Permit, a copy will be forwarded to Garfield County Building & Planning Department. 1 Additional Structures to be Installed The Applicants will not install permanent structures, except for a small storage shed adjacent to New RV park space # 7 on the northern boundary of the RV park area, in order to store maintenance equipment for the RV park. Additionally, the Applicants will screen the trash dumpster to the west of the proposed shed with a six (6) foot high wooden fence, in order to provide a more sanitary and visually pleasing refuse collection area. 2 HERONS NEST RV PARK RULES AND REGULATIONS As a condition of your rental of a Herons Nest RV Park RV space, you agree to adhere to all of the following rules and regulations. Non-compliance with amt of these rules and/or regulations will be grounds for eviction from the park. 1. Tenants must keep their RV park space clean and tidy at all times, with no outside storage or trash. There shall be no external equipment and/or additions to RVs without prior consent of Management; 2. Tenants must keep noise on their RV park space to a non -noticeable level so that it will not disturb the enjoyment of others in the park; 3. Tenants may only have alcoholic beverages on RV park spaces. 4. Tenants may not dump any liquid on the ground at any time, including black water and grey water; 5. Tenants and their guests must obey the posted speed limit of 5 MPH at all times; 6. Tenants shall refrain from crossing over the fence on the southern portion of the property and entering the river. The river is deep, swift and very dangerous, and Herons Nest RV Park will not be held liable for tenants who disobey this rule; 7. Tenants may not have any open flame of any kind, except in the permanent barbeque grills located throughout the park; 8. Tenants must supervise their minor children at all times, and parents shall be solely responsible for their children's actions; 9. Tenants may not use the water connection on their space for the washing of vehicles, the watering of outside plants and/or any other outdoor watering activity; 10. Tenants shall not allow any inoperable, unsightly, or junked vehicle to remain in their RV park space or any other place within the park; vehicle maintenance and repair shall only occur upon consent of Management; 11. Tenants shall abide by all Garfield County, State and Federal regulations at all times. Failure to comply with these regulations could lead to eviction from the park. Management reserves the right to evict tenants for questionable or improper conduct. 12. The equipment, apparatus, and facilities furnished are solely for the convenience of tenants, and all tenants using same do so at their own risk. Herons Nest RV Park is not responsible for accidents, injuries or loss of property due to fire, theft, flood, vandalism, or any act of God. 13. Tenants must keep their pets under their control and on a leash at all times. Tenants may walk their pet outside the perimeter of the park. No pets shall be left unattended at any time. No pet shall be allowed to become a nuisance to any other tenant. Management reserves the right to evict nuisance pets from the park at any time. 14. No motor home, recreational vehicle, towing apparatus, or other vehicle shall exceed forty (40) feet in length or eight (8) feet in width on the RV park space; 15. Tenants shall not allow individual propane tanks to become unattached from their recreational vehicle, except for immediate filling of such tanks; 16. Tenants shall not exceed one hundred and twenty (120) days of occupancy in the park. 17. Tenants shall not park on the roadway for any reason. 18. Tenants must have no less than a five pound fire extinguisher within reach of their recreational vehicle and/or tent at all times. I, , agree to abide by all the Herons Nest RV Park rules and regulations and understand that deviation from arly of these rules and regulations could be grounds for eviction from the Herons Nest RV Park. Date: RV Park Space # HERONS NEST RV PARK APPLICATION AND PAYMENT CONTRACT Name of Tenant: Address: City: State: Zip Code: Phone (Home): Phone (Work): Previous Address: City: State: Zip Code: Driver's License Number: State: Date of Birth: SSN#: Auto License #: RV License #: Contact in Case of Emergency: Number in Party: Guests: Monthly Rent: Deposit: ** The monthly rate applies ONLY to full months. Any and all partial months (days or weeks), will be charged at the DAILY rate. This is important in planning when you move out!! Residents will be charged for their own electrical usage and it will be added onto their charges**. Deposits will be refunded to a correct forwarding address. PROPANE: 125 gallon tanks, hoses, and regulators are leased by the park and can be hooked up to your RV by Amerigas or park personnel. The charge for hook-up is currently $50 plus the charge of 100 gallons of propane. The hook-up fee is a ONE time charge. It is up to YOU to keep track of how much gas you have and when you need to fill the tank. We strongly suggest you refill when your tank gets to 30%. 125 gallon tanks are filled on FRIDAYS ONLY. Keep track of your propane as we DO NOT buy back propane when you leave. All rent is due on the 15t day of the billing cycle. There will be a late charge of $15.00 per day for any day(s) thereafter. NO EXCEPTIONS! There will be a $25 charge for all returned checks, plus all applicable late fees. Electricity charges will be added onto your monthly rent and will be based on usage. Rent will be subject to change with thirty (30) days notice to tenant. I, , understand the Herons Nest RV Park Application and Payment Contract and agree to abide by this document. Date: RV Park Space # NARRATIVE OF EXISTING & PROPOSED UTILITIES Electrical Service The Applicants propose to contract with XCeI Energy and a local electrician in order to install appropriate electrical facilities to serve the additional proposed twenty (20) RV park spaces, the new domestic water pump station (underground service), the new RV park overhead light (New RV park space # 13 — underground service) and the new Sewage Ejector Pump (between New RV park spaces # 12 and 13 — underground service). A new electric pole will be set in the landscaped area on the western portion of the property (to the west of New RV park space # 9) to serve the additional proposed twenty (20) RV park spaces. XCel recently installed new breakers and transformers to some poles within the RV park. Water Services and Infrastructure In order to provide domestic water storage for the RV park, the Applicants will install a new 10,000 gallon domestic water storage tank, heated pump station and water meter on the east side of New RV park space # 12. Chlorination will still occur at the existing pump station by RV park spaces # 55 and 56, and this chlorinated water will be sent to the existing RV park spaces, as well as to the new water pump station to the east of New RV park space # 12. A new water main will be connected to the new water pump station and serve the additional proposed twenty (20) RV park spaces. On June 25, 2008, the Applicants purchased an additional .62 acre-feet of West Divide Water Conservation District leased water, for a total of 2.35 acre-feet for the entire RV park. This water is both a legal and a physical supply of water. Wastewater Services and Infrastructure The Applicants have included in this SUP application extensive data regarding the actual wastewater treatment quantity and capacity of the Advantex Septic System and associated leach fields. Originally, the wastewater system was designed to handle fifty (50) RV park spaces at its implementation in 2005. Since 2005, the Applicants' engineer has evaluated the amount of wastewater generated from the existing fifty-six (56) RV park spaces, laundry room and shower/restroom facilities, and has endorsed the Applicants' plan to increase the size of the RV park by twenty (20) RV park spaces with water and wastewater connections, with the conditions noted in his memorandum dated June 2, 2008. There is no dump station associated with this property, as a dump station is located in the car wash facility to the north of this subject property, and is serviced by the Town of Silt Wastewater Plant. The Applicants have ceased all non-resident use of the shower, restroom and laundry facilities in order to closely monitor the water usage and the wastewater treatment. The Applicants currently read a water meter daily on the existing water pump station, and promptly identify and repair leaks in the water system, in order for proper monitoring of the wastewater (septic) system to be as accurate as possible. 1 Existing and Proposed Street System Currently, the fifty-six (56) existing RV park spaces are served by a looped driveway no less than twenty-five (25) feet in width, compacted and surfaced with a driveway gravel. The new RV park spaces will be served by an extension of the existing looped driveway, twenty-five (25) feet in width, compacted and surface with Class 6 road base. The Applicants may apply magnesium chloride to this surface annually to control dust. No parking shall be allowed on the driveway at any time, in order to allow for two-way traffic and to allow for emergency vehicle navigation. Fire Protection Measures The Applicants met with Burning Mountains Fire Protection District (BMFPD) on two separate occasions in order to design a fire protection system that was adequate to serve both the existing fifty-six (56) RV park spaces and the additional proposed twenty (20) RV park spaces. BMFPD indicated that no less than a 10,000 gallon domestic water storage tank should be added to the east of New RV park space #12, with a fire district water connection accessible at the driveway. Additionally, the BMFPD stated that 2A2OBC fire extinguishers shall be installed within one hundred (100) feet of each RV park space. 2 NARRATIVE OF WATER NATER RIGHTS APPLICATION TO STATE RE: WELL REGISTRATION WATER QUALITV REPORTS FIRE PROTECTION WATER NARRATIVE Existing Water Supply and Storage The current fifty-six RV park spaces are served by a 4,000 gallon concrete block water tank located in the southeastern portion of the property. A chlorination chamber, pressure station and water meter are located adjacent to the water tank. Two-inch water mains serve the existing RV park with potable water to each RV park space. No irrigation occurs with this domestic supply. The existing RV Park is served by two (2) wells, Nielson Well No. 1, awarded 6 gallons per minute (up to 6 acre feet annually) absolute; 11 gallons per minute (up to 11.53 acre feet annually), conditional, for commercial use in the Herons Nest RV Park, with an appropriation date of April 25, 1972 as to the absolute right and May 31, 2006 as to the conditional right, with an alternate point of diversion at the Nielson Well No. 2. The well is located in the SE 1/4, NE 1/4, Section 9, Township 6 South, Range 92 West, 6th P.M. at a point 586 feet from the East line and 2,088 feet from the North line of Section 9. The second well, Well Permit no. 24329-F, as decreed in the Garfield County District Court, Water Division No. 5, Case No. 05CW142 on October 14, 2006, more particularly described as Nielson Well No. 2., awarded 2 gallons per minute (up to 3.5 acre feet annually), absolute; 11 gallons per minute (up to 11.53 acre feet annually), conditional, for commercial use in the Herons Nest RV Park, with an appropriation date of April 23, 1979 as to the absolute right and May 31, 2006 as to the conditional right, with an alternate point of diversion at the Nielson Well No. 1. The well is located in the SE 1/4, NE 1/4, Section 9, Township 6 South, Range 92 West, 6th P.M., at a point 293 feet from the East line and 2,197 feet from the North line of Section 9. Water Requirements Garfield County Land Use Resolution requires that each RV park space be provided with no less than one hundred (100) gallons of domestic water per day, for a total of 5,600 gallons per day for the existing RV park spaces and an additional 2,000 gallons per day for the additional proposed twenty (20) RV park spaces. The Applicants propose 14,000 gallons of combined domestic water storage between the two water storage tanks. Water Rights The water rights as mentioned above on the two wells have been approved through the State of Colorado water court, as evidenced by the submitted paperwork in Tab 2. The property also carries a water service contract (Contract No. 050519CN(b), from the West Divide Water Conservancy District, dated May 15, 2005, and amended on June 23, 2008, for 2.35 acre-feet of leased water. This water is both a physical and legal supply of water, and the wells are capable of pumping this amount of water. The property also utilizes 2.88 shares of Grand River Ditch Company irrigation water, for irrigation of the pasture, landscaping and open space areas, approximately seventeen and one-half (17.5) acres. Other portions of the property are fed by the spring (wetlands) and/or are not irrigated. No well water is used for the landscaping. 1 Application to State of Colorado re: Well Registration The Applicants have applied to the State of Colorado for a change in ownership and change in address to the State of Colorado Office of the State Engineer. A copy of this ownership and address change request in included in Tab 2 of this submittal. When it becomes available to the Applicants, a copy of this change in ownership will be given to Garfield County. Water Quality Reports The Applicants have quarterly water quality reports, as required by the State of Colorado, and have included these reports in Tab 2 of this submittal. The Applicants were unaware that the water quality testing must also include a test for nitrates, and therefore, the Applicants have only tested for coliform and E. coli. However, the Applicants water quality testing request of the State has been modified to include nitrates, and the latest nitrate test has been included in this submittal. Fire Protection Measures As mentioned earlier in this submittal, the Applicants have complied with the Burning Mountains Fire Protection District with regards to domestic water, with an additional 10,000 gallon domestic water storage tank and fire district connection, located near New RV Space # 12, and shown specifically on Detail Sheet # Util-6. 2 Colorado River Engineering, Inc. .'O Box 1301, Rifle CO 81650 970-625-4933 Memorandum To: Janet G Aluise, Aluise Planning Consultants From: Thomas J. Kennedy Date: June 11, 2008 Subject: Herons Nest RV Park Job#: 759 As requested we have reviewed the water usage for the Herons Nest RV Park. Currently Heron's Nest RV Park has 56 spots, which ;quates to approximately 28 EQRs, with an irrigated area of 4 acres. The domestic water needs of the RV Park are served by two wells (Permit Nos. 24328-F & 24329-F) on the property. We have estimated the water usage for the 56 spots to be 10.98 ac -ft annually with a consumptive use of 1.65 ac -ft, assuming a consumptive use rate of 15 percent based on the use of a leach field for waste water, see attached Table 1. The 4 acres are irrigated by the Grand Valley Ditch. Heron's Nest is requesting an additional 20 spots be allowed within the RV Park. These additional spots will equate to approximately 10 EQRs with annual demand of 3.92 ac - ft with a resultant consumptive use of 0.59 ac -ft. It is our understanding that Herons Nest currently has a West Divide Conservancy District for 1.73 acre-feet and it is our recommendation that an additional 0.62 acre-feet, for a total contract amount of 2.35 acre-feet, be obtained to cover all 76 spots. We have communicated with the Iegal representation for the WDCD and they have indicated that water is available. Colorado River Engineering 6/12/2008 M:1CREjobfiles1Herons Nest\Water Usage Review.doc Table 1 Herons Nest RV Park Water Demand and Consumptive Use Summary ,1?U$te� Deiiand ParaYt�Yelat Exsiting Number of RV Lots EQR's per lot Total Number of Existing EQR's Proposed Number of RV Lots EQR's per lot Total Number of Proposed EQR's In-house Demand per EQR Percent of In-house Water Used Consumptively 56 units 0.50 cap /EQR 28 EQR's 20 0.50 sop(EQR 10 EQR's 350 gaUday 15 X11 Wttet0m�nds (2) (3) Total Oa 053 0.64 0.93 0.90 0.93 0.90 0.93 0.93 0.90 0.93 0.90 0.93 0,33 0.30 0.33 0.32 0.33 0.32 0.33 0.33 0.32 0.33 0.32 0.33 I.27 1.14 1.27 1.22 1.27 1.22 1.27 1.27 1.22 1.27 1.22 1.27 (4) (5) (6) Water Consumption gx)s1[ng Proposed Cogitp€Ocy ;Sd�q faie7ij 0.14 0.13 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 (7) 0.20 0.18 • 0.20 0.19 0.20 0.19 0.20 0.20 0.19 0.20 0.19 0.20 10.98 3.92 14.90 1.65 0,59 0.11 2.35 (1) Equals Exisdng NumberorEQRs limes In -House Dcrosnd per EQR times the Days in the math divided by 325,851. (2) Equals Proposed Number ofEQRa times 1n.HouseDemand per EQR dynes the Dass In rhe month divided by 325.631. (3) Equals the foul ofCohu ut (1 & 1). (4) Equals Collura') (1) tines the Percent of In -House Water Used Consumptively (5) Equals Colurm {2) tines the Percent of I .Hoasc Water Used Consumptively. (6) Egaals the sum odCohunn(4&5) times pResentedoor4ingency percentage. (7) 'Equals the Intal of Cuhann (4 dem 6). 16i Ili' 365 Colorado River Pdvir6 slii M5CREjlleEds Eicrons NestlWater Usage Table. Hs 6/112006 OM Kt WiliMttniniMillial till RecepElong; 720360 041453!2007 11:28.31 PM 13:1999 P:0370 Jaen Albar=ao o1 2 Rao Fen:$11,00 Coo Fee+13.450 6pRFlELO COUNTY CO QUIT CLAIM DEED THIS QUIT CLAIM DEED is made this the 30th day of March 2007 by and between Jong Ok Nielson and Cory B. Nielson, whose legal address is 3843 County Road 241, New Castle, CO 81647 (collectively referred to herein as "Grantor") and Simon Casas and Genobeva Lopez, as tenants in common, whose legal address is 118 Euclid, Carbondale, CO 81623 (collectively referred to herein 'RS "Grantee"). WITNESS, that the Grantor, for and in consideration of the sum of TEN DOLLARS ($10.00), the receipt and sufficiency of which is hereby acknowledged, has remised, released, sold and QUITCLAIMED, and by these presents does remise, release, sell and QUITCLAIM unto the Grantee, their successors and assigns forever, all the right, title, interest, claim and demand which the Grantor has in and to the water rights described below, if any: 1. 2.88 shares of stock in the Grand River Ditch Company, stock certificate no. 823. 2. Well Permit No. 24328-F, as decreed in the Garfield County District Court, Water Division No. 5, Case No. 05CW142 on October 14, 2006, more particularly described as follows: Nielson Well No. 1, awarded 6 g.p.m. (up to 6 a.f. annually), absolute; 11 g.p.m, (up to 11.53 af., annually), conditional, for commercial use in the Heron's Nest RV Park, with an appropriation date of April 25, 1972 as to the absolute right and May 31, 2006 as to the conditional right, with an alternate point of diversion at the Nielson Well No. 2. The well is located in the SE f4, NE lV4, Section 9, Township 6 South, Range 92 West, 6'h P.M., at a point 586 feet from the East line and 2,088 feet form the North line of Section 9. 3. Well Permit No. 24329-P, as decreed in the Garfield County District Court, Water Division No. 5, Case No. 05CW142 on October 14, 2006, more particularly described as follows: Nielson Well No. 2, awarded 2 g.p.m. (up to 3.5 a.f. annually), absolute; 11 g.p.m. (up to 11.53 a.f., annually), conditional, for commercial use in the Heron's Nest RV Park, with an appropriation date of April 23, 1979 as to the absolute right and May 31, 2006 as to the conditional right, with an alternate point of diversion at 0 the Nielson Well No. 1. The well is located in the SE '/4, NE %4, Section 9, Township 6 South, Range 92 West, 6`" P.M., at a point 293 feet from the East line C') and 2,197 feet form the North line of Section 9. 4. The Plan for Augmentation, and all water rights included therein, as decreed in the Garfield County District Court, Water Division 5, Case No. 05CW142 on October 14, 2006, 5, Water Service Contract No. 050519CN(a), by and between the West Divide Water Conservancy District and Jong OK Nielson and Cory 13. Nielson, dated August 5, 2005, for 1.73 a.f. annually. TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges thereunto belonging, or in anywise thereto appertaining, and all the estate, right, title, interest and claim whatsoever, of the Grantor, either in law or equity, to the only proper ase, benefit and behoof of the Grantee, and Grantee's successors and assigns forever. Signatures on Following Page EXHIBIT A ----R('-kt:LJi17Tu)C6 j Clflit ev6 LL,e'r f?4� ELLet c - r/ ColCfr bf`ltaialel(. 1 tc NM El Mkt KfilkialiMMIN 1 Ili RectptOonit: 720360 0A 10713007 11::8:1. Pdl 0•1909 P:0371 Jean F11 b1P160 2 of 2 R* F.a:S11.00 Doc r.a:0,00 QPRF IEZO COUNTY CO IN WITNESS WHEREOF, Grantor has executed this deed on the date set forth hereinabove. GRANTOR: L4 Jong Ok Ni STATE OF COLORADO ) )ss COUNTY OF GARFIELD ) ACKNOWLEDGED, SUBSCRIBED AND SWORN TO before me by Jong OK Nielson and Cory B. Nielson, as Grantor, on this the 301" day of March 2007. WITNESS MY HAND AND SEAL. My commission expires: ] ord6G1d NtitaryPic ert *It OP CO My Commission Expires 09/08/2010 DISTRICT COURT, WATER DIVISION 5, GARFIELD COUNTY COURT ADDRESS: GARFIELD COUNTY COURTHOUSE 109 8TH STREET, SUITE 104 GLENWOOD SPRINGS, CO 81601 TELEPHONE:: (970) 945-5075 A COURT USE ONLY A CONCERNING THE APPLICATION FOR WATER RIGHTS OF: CORY AND JONG OK NIELSON IN GARFIELD COUNTY TRANSFERORS' ATTORNEYS: ROBERT M. NOONE, #12452 CHRISTINA R. SLOAN, #36041 THENOONE LAW FIRM A PROFESSIONAL CORPORATION P.O. DRAWER 39 GLENWOOD SPRINGS, CO 81602 P: (970) 945-4500 F: (970) 945-5570 E: RMN@NOONELAW.COM; CRS@NOONELAW.COM CASE No.: 05CW142 DIVISION: NOTICE OF TRANSFER OF CONDITIONAL WATER RIGHT Transferors, Cory and Jong OK Nielson, respectfully submit this Notice to the Court pursuant to Local Rule 9. 1. Pursuant to the requirements of Local Rule 9, the above-named transferors of certain conditional water rights, provide the following notice of the transfer of conditional water rights: A. Name of structures and conditional water rights transferred for commercial use at the Heron's Nest RV Park: • Nielson Well No. 1, 11 g.p.m. (up to 11.53 af. annually) • Nielson Well No. 2, 11 g.p.m. (up to 11.53 a.f. annually) 13. Name of transferors of water rights: Cory and Jong OK Nielson C. Name and address of transferee of conditional water rights: Simon Casas and Genobeva Lopez, 118 Euclid, Carbondale, CO 81623. D. We acknowledge the existence of Uniform Local Rule 9 and of its requirement to notify the Court of any change of ownership or change of our address. 2. A copy of the recorded Quit Claim Deed evidencing said conveyance is attached as Exhibit A. District Court, Water Division 5 Case No. 05C11 '1 Notice of Transfer of Conditional Water Rights Page 1 of 2 Respectfully submitted this 11 th day of May 2007. S/Christina R. Sloan Christina R. Sloan Attorney for Transferors In accordance with C.R.C.P. 121§1-26(9) this document has been electronically filed via LexisNexis File and Serve®. A printed copy of this document with originl signatures is maintained by the Noone Law Firm, P.C., and will be made available for inspection by other parties or the Court upon request. CERTIFICATE OF E -FILING AND MAILING I HEREBY CERTIFY that on the 1 lth day of May 2007, I served a true and correct copy of the foregoing NOTICE OF TRANSFER OF CONDITIONAL WATER RIGHT via LexisNexis File and Serve, or via U.S. Mail, postage pre -paid and addressed as follows: Simon Casas & Genobeva Lopez 118 Euclid Carbondale, CO 81623 S/Rrika A. Harvey Erika A. Harvey District Court, Water Division 5 Case No. 05CW141 Notice of Transfer of Conditional Water Rights Page 1 of 2 WEST DIVIDE WATER CONSERVANCY DISTRICT 109 WEST FOURTH STREET P. 0. BOX 1478 RIFLE, COLORADO 81650-1478 water@wdwcd.org Tel: 970-625-5461 wdwcd.org Fax: 970-625-2796 June 25, 2008 Simon C • : = and Genobeva Lopez 118E 'd Carndale, CO 81623 Dear Simon Casas and Genobeva Lopez: Enclosed is your approved amended contract 11050519CN(b) amending your volume of leased water from 1.73 of to 2.35 af. Sincerely yours, Janet Maddock Enclosure cc Division No. 5 Water Resources w/enclosure Kerry D. Sundeen, Iydrologist w/enclosure 1/Aiuise Planning Consultants, w/enclosure Samuel B. Potter, President Kelly Couey, Vice President Robert J. Zaneila, Secretary Bruce E. Wampler, Treasurer Dan Harrison, Director APPLICATION TO A MEND WATER LEASE #050519CN(b) WEST DIVIDE WATER CONSERVANCY DISTRICT 109 West Fourth Street, P. O. Box 1478, Rifle, Colorado 81650 Contract # 050519CN(b) Map #522a,b,c Date Activated 5/19/05 Date Amended 6/23/08 1. APPLICANT INFORMATION Name: Simon Cases and Genobeva Lopez Mailing address:118 Euclid Carbondale, CO 81623 Telephone: (970) 404-2424 Authorized agent Simon Casas 2. COURT CASE #s: Decree Case No. _ Augmentation Plan Case No. 3. USE OF WATER RESIDENTIAL Number of main residences: No. ADU's Subdivision: No. constructed units: No. vacant lots Home garden/lawn irrigation of total sq. ft. Method of irrigation: flood sprinkler other Non-commercial animal watering of animals Fire Protection Evaporation: Maximum water surface to be exposed: Description of any use, other than evaporation, and method of diversion, rate of diversion, and annual amount of diversion of any water withdrawn from the pond: Well Sharing Agreement for multiple owner wells must be submitted. If greater than tu'o owners, application must be made under a homeowners association. COMMERCIAL Number of units: Total sq. ft. of commercial units: Description of use: Heron's Nest RV Park, 1 office building, 76 i3V sites with hook-ups, 4 showers, 4 water closets, 4 reslrooms, 2 clothes washers. INDUSTRIAL Description of use: Evaporation: Maximum water surface to be exposed: Description of any use, other than evaporation, and method of diversion, rate of diversion, and annual amount of diversion of any water withdrawn from the pond: MUNICIPAL Description of use: DIRECT PUMPING Tributary: Location: 4. SOURCE OF WATER Structure: Structure Name: See attached. Source: surface storage_ ground water Current Permit it (attach copy) 5. LOCATION OF STRUCTURE See attached. County Quarter/quarter Quarter Section Township Distance of well from section lines: Range P. M. Elevation: Well location address: (Attach additional pages for multiple structures) 6. LAND ON WHICH WATER WILL BE USED (Legal description may be provided as an attachment) See attached. Number of acres in tract:27.46S Inclusion into the District, at Applicant's expense, nmv be required 7. TYPE OF SEWAGE SYSTEM Septic tank/absorption leach field X Central System Other District name: (Engineered Septiystem) 8. VOLUME OF LEASED WATER NEEDED IN ACRE FEET: ilit� 2 - 3 5 (minimum of 1 acre foot except augmentation from Alsbury Reservoir where a lesser amount is allowed) Provide engineering data to support volume of water requested. Commercial, municipal. and industrial users must provide diversion consumptive data on a monthly basis. A totalising flaw ureter with remote readout is required to be installed and usage reported to West Divide. Applicant expressly acknowledges it hos had fire opportunity to review the District's form !Vater A/torment Contract and agrees this application is tirade pursuant and subject to the terms and conditions contained therein. Applicant Signature Applicant Signature Application Date: DATE APPROVED: Le - 0 WEST DIVIDWATER CONSERV M DIS Printed portions of this form, except differentiated additions or deletions, have been approved and adopted by the West Divide Water Conservancy District Form : WDWCD 01-01-08 AMEND APPLICATION 4. SOURCE OF WATER Structure: Well Structure Name: Nielson Well 1 Source: Ground water Current Permit # 24328-F Direct Pumping: Tributary: n/a Location:n!_ aT Structure: Well Structure Name: Nielson Well 2 Source: Ground water Current Permit# 24329-F Direct Pumping: Tributary: n/a Location: n/a Structure: Well Structure Name: Nielson Well 3 Source: Ground water Current Permit # Direct Pumping: Tributary: n/a Location: n/ a 5. LOCATION OF STRUCTURE Nielson Well 1: Garfield County - SE 114. NE 1/4, Section 9,Township 6 South, Ranee 92 West, 6th P.M. Nielson Well 2: Garfield County - SE 1/4, NE 1/4, Section 9, Township 6 South, Range 92 West,6thP.M. Nielson Well 3: Garfield County - SW 114, NE U4, Section 9, Township 6 South,_ R#nge 92 West, 6`e P.M Distance of well from lines of Section 9 Nielson Well 1: 586 feet front the East line and 2,088 feet from the North line Nielson Weil 2: 293 feet from the East lime and 2,197 feet from the North line Nielson Well 3: 1,378 feet from the East line and 1,782 feet from the North line Elevation: 5400 feet Well location address: See 21. % d ;SUM. IT Map (3), u5rd et address -32956 River Frontage Road, Silt, CO 81652 (Attach additional pages fornuuliiple structures) 6. LAND ON WHICH WATER WILL BE USED (Legal description may be provided as an attachment.) Heron's Nest RV Park, see attached legal description (4) Number of acres in tract: 27.468 EXHIBIT A LOT 3 OF THE SEIVERS AMENDED EXEMPTION PLAT: A PARCEL OF LAND SITUATED IN SECTION 9, TOWNSHIP 6 SOUTH RANGE 92 WEST, OF THE 6TH P.M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF INTERSTATE HIGHWAY NO. 70, WHENCE THE NORTHEAST CORNER OF SAID SECTION 9 BEARS THENCE N 18° 38'26" E 1214.13 FEET; THENCE S 1° 55'42" W 213.15 FEET; THENCE N 82° 53'59" E 66.01 FEET; THENCE S 3° 13'44" W 228.61 FEET; THENCE S 88° 26'02" E 359.58 FEET; THENCE S 0° 24'38" E 366.44 FEET; THENCE N 88° 26'02" W 506,17 FEET; THENCE S 6° 27'30" W 412.00 TO THE CENTER OF THE COLORADO RIVER; THENCE ALONG SAID CENTERLINE 88° 26'02" W 147.89 FEET; N 11° 43'30" W 480.75 FEET; THENCE N 83° 00'45" W 613.74 FEET; THENCE N 88° 29'59" W 168.58 FEET; THENCE DEPARTING SAID CENTERLINE N 11° 43'30" W 480.75 FEET; THENCE N 32° 35'13" E 126.08 FEET; THENCE S 64° 45'00" E 212.38 FEET; THENCE N 0° 43'35" W 423.18 FEET TO A POINT ON SAID SOUTHERLY RIGHT-OF-WAY THENCE ALONG SAID RIGHT-OF-WAY 656.35 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 2714.79 FEET, A CENTRAL ANGLE OF 13° 51'08"; THE CHORD OF WHICH BEARS N 78° 53'55" E 654.75 FEET; THENCE N 72° 20'33" E 284.30 FEET; TO THE POINT OF BEGINNING; SAID DESCRIBED TRACT CONTAINING 27.468 ACRES, MORE OR LESS; TOGETHER WITH 2.8750 SHARES OF STOCK IN THE GRAND RIVER DITCH COMPANY. Jo Table 1 Herons Nest RV Park Water Demand and Consumptive Use Summary Water Demand Parameters Exsiting Number of RV Lots EQR's per lot Total Number of Existing EQR's 56 was 0.50 cap/EQR 28 EQR's Proposed Number of RV Lots 20 EQR's per lot 0.50 cap 1 EQR Total Number of Proposed EQR's 10 EQR's In-house Demand per EQR 350 galday Percent of In-house Water Used Consumptively 15 % u) (2) (3) (41) Months January February March April May June July August September October November December Annual Water Demands Existing Proposed Total Water Consumption Existing Proposed Contingency 5% (eerie -f!) (acre -f') (mw -fol (xre-fi) r ) Total 0.93 0.33 1.27 014 0.05 0.01 0.20 0.84 0.30 1.14 0.13 0.05 0.01 0.18 0.93 033 1.27 0.14 0.05 0.01 0.20 0.90 032 1.22 0.14 0.05 0.01 0.19 0.93 0.33 1.27 0.14 0.05 0.01 0.20 0.90 032 1.22 034 0.05 0.01 0.19 0.93 0.33 1.27 0.14 0.05 0.01 020 0.93 0.33 1.27 0.14 0.05 0.01 0.20 0.90 0.32 1.22 0.14 0.05 0.01 0.19 0.93 033 1.27 0.14 0.05 0.01 0.20 0.90 0.32 1.22 0.14 0.05 0.01 0.19 0.93 0-33 1.27 0.14 0.05 0.01 0.20 10.98 3.92 14.9D 1.65 0.59 0.11 2.35 1) Equals Edsring 1.4nroterrorEQRstineslaHouseDemad per EQR eines die nays inthe rewMEnidcdb}32.3,8,51- (I) Equals Proposed Nmber orEQRs sines In -Rouse Demand per EQR sines de bays in Oe nonh divided 4323.351, (3) Equals the veal ofCOAam(1 dc 7). 14) Equals Column El) rimes she Prom ono -Rome Wager Used Coostwptivtl}. (3) Equals Colman (2) times the Pam/ orlo-Hmse Wake Used Couaunginc)y. (6) Egwls the sumorColitron(485) dm rescued contmgencypessrwge (7) Equals the toed or Colum (a aen 6) CD60.d9R (ver Enaneetir, MACR£}ob0473941MM NesetWaler Usage Tablexls 6/120008 Mollthly Parameters Days Months January 31 February 28 March 31 April 30 May 31 June 30 July 31 August 31 September 30 October 31 November 30 December 31 Annual 365 CD60.d9R (ver Enaneetir, MACR£}ob0473941MM NesetWaler Usage Tablexls 6/120008 a- • 23 • 35 0 I• - I '. • s-; - 20 o • S •;-L ', 6 s8 it • • — �._�b,� • rte' 0 0 • ••• r • . r 14. } r r •3y • . Y • 2�• 6 • 1 35 25 36 =20 343. 29 •i 31 ..32 ... STATE OF COLORADO BHI Ritter, Jr., Governor James B. Martin, Executive Director Dedicated 10 protecting and improving the health and environment of the people of Colorado 4300 Cherry Creek Dr. S. Laboratory Services Division Denver, Colorado 80246-1530 8100 Lowry Blvd. Phone (303) 892-2000 Denver, Colorado 80230-6928 TDD Line (303) 691-7700 (303) 692-3090 Located in Glendale, Colorado http://www.cdphe.state.00.us June 13, 2007 Mr. Tom Collins, Operator Heron's Nest RV Park 32958 River Frontage Road Silt, CO 81652 RE: Compliance Inspection of Water Treatment Facility PWSID No. C00223810 Heron's Nest RV Park Garfield County Dear Mr. Collins: Colorado Department of Public Health and Environment The water treatment facility listed above was recently inspected by Danelle Morgan of the Colorado Department of Public Health and Environment, on behalf of this department's Technical Services Unit of the Water Quality Control Division (WQCD). Enclosed are your copies of the WQCD database report for the inspection performed on June 6, 2007, During the inspection, the following items were noted and need to be brought to your attention: A. Significant violations of the Colorado Primary Drinking Water Regulations (These items require a written response within 30 days of receipt of this letter, addressing your plans to bring the drinking water system into compliance. Failure to notify this office within 30 days may result in legal action.): NA B. Minor violations of the Colorado Primary Drinking Water Regulations: NA J:W CG W\Garfield\F'Y071HeronsNestRV Park_060607_dm.doc C. Recommendations: RECORD KEEPING; The system lacks written records or log sheets to indicate that the operator in charge, or a delegated person, is making the appropriate adjustments to chemical feeding equipment to ensure its proper operation;R [M630] If you have any questions or need additional information, please call me at 303-692-3660. At this time I want to thank you for your time and cooperation during the inspection. Sincerely, w Danelle Morgan Environmental Protection Specialist Colorado Department of Public Health and Environment cc: Colorado Department of Public Health and Environment, WQCD w/o enclosures ec: Mark Kadnuck, District Engineer, WQCD J:WCGWAGarficldWFY0711-leronsNestRVPark 060607 dm.doc Non -Community Ground Water Inspection Report— Part 11 MANAGERIAL CAPACITY — Complete only once for each PWS — Write N/A If Not Applicable System Name: iitrelvs 4 c:- k V ocu- K. PWSID Number: cOo 2 y_y< ) 0 [Date: (e ft, f o 7 CODE ELEMENT Compliant Noncompliant CODE ELEMENT Compliant Noncompliant M610 X -Connect Control Program )( M820 emergency Response Plan M620 Operation&Maintenance Plan X R510 Monitoring Plan M621 Organizational Operating Plan Maps & Records (System Plan) R520 Monitoring Results Avail A M822 M810 Vulnerability Assessment 0X. ..) OPERATIONS - Viirite N/A If Not Applicable CODE ELEMENT Compliant Noncompliant CODE ELEMENT Compliant Noncompliant :‘';',' 44..1. R514 . ,e -a -•=1;4--e'" , t -. R532 012 Validate Bacteria Sampling Plan )c . , ''"' ' V -i(.1 M630 Chemical Adjust Log ,i0i36', -64t,r M997 Process Adjust. Log , .fr?'- M998 O&MLog i 4'i2trir'',Lt. V ., P '• ''').—.1 ,1,V , 4 s :-k h530 Cl2 Test Kit 7'1,'tzW • Y 4, FINANCIAL CAPACITY — Write N/A if Not Applicable CODE ELEMENT Compliant Noncompliant M640 Pinanclal Capacity CODE COMMENTS CPD four NCGW01-1 revF 04107 Significant violations - Bold & Shaded / Minor Violations — bold! Recommendations - Italicized C.aosado NNscPT=1 indaviconment Non -Community Ground Water Inspection Report — Part 1 System Name: yrwi 1,s ive54. pctifirD Number: ca 027zz 6 IWELLS — Complete Separate Sheet for Each Well — Write N!A If Not Applicable Source D: pier Source Name: MA I Date: bo CODE ELEMENT Compliant Noncompliant CODE ELEMENT Compliant Noncompliant S0330 Permit S040c Vent Screened M660 Flow Meter S040d Vault Drain Daylight S997 5030 Sample Tap Flood Proof S040e 4' Square Pad S032 Wellhead Sealed S040f F310 F311 DraM Away • tly1';':' • Ltii eit."04,44'. 7: LA V124.: Storage Condition Storage Access S040a Casing 12" Above Ground S040b Vent t 12' Above Ground SPRINGS — Complete Separate Sheet for Each Spring — Write N/A if Not Applicable Source ID: Source Name: CODE ELEMENT Compliant Noncompliant CODE ELEMENT Compliant Noncompliant 3033b Permit S040j Box Flood Proof S040k Box Secured S997 Sample Tap 8040g Box Cover 30401 Spring Fenced F311 Storage Access S040b Box DraM tiliggft 80401 Box Overflow CODE COMMENTS CPD form NCGW01-1 revF 04107 Significant violations —13ald & Shaded / Minor Via Winne — kt.4 1 Non.Community Ground Water Inspection Report — Part 1 ;tem Name: it _yrtitsi ue_s4 av (---_.. PWSID Number: ear, 254.31 6 Write N/A If Not Applicable Date: 49 /9-7 WELLS - Complete Separate Sheet for Each Well - Source ID: /0 A Source Name: Wt.,' 1 2, CODE ELEMENT Compliant Noncompliant CODE ELEMENT Compliant Noncompliant 5033a Permit S0400 Vent Screened M660 Flow Meter S040d Vault Draln Daylight 8997 Sample Tap 8040e 4' Square Pad S030 Flood Proof )4 S040t Drain Away -1, ,•,---:-...- ..,:.:''',' ... '‘ -.: _1:-.; v,t'rf,P ''-= --.:". ' ' )( • :--'k• ''' -,.1M 5.,4 v :it rjNi., eL..-iki10.w•-= , ., -11Frlill'i K.' vgy•Ri.,--•.,;•, , - 2ir ?g,-":',;41,11ig;'‘. Atuar.N...,.*..,*?..„7,..- ,. i T..: iip,:tct c-----1 ,r(A.4101.i3.-;. ‘,. ' ,,,,' " „1/4- • ,1,z14. -c:- • • \.. _ --,. ,I , ,,. F310 Storage Condition S032 Wellhead Sealed F311 Storage Access .A. 8040a Casing 12° Above Ground '''' ''''OJ! " ` -, ' 1- .-s, , • 8040b Vent k lr Above Ground X SPRINGS - Complete Separate Sheet for Each Spring - Write N/A if Not Applicable Source ID: Source Name: DE "ODE 'p ELEMENT Compliant Noncompliant CODE ELEMENT Compliant Noncompliant Permit S040j Box Flood Proof •oe, -, . '..: „,i , rAFI'' S040}c Box Secured S997 Sample Tap 80401 Spring Fenced • 1 I ,k . i . ;.j.V4F ' k • 1 , - ,....., i 1 F310 Storage Condition 8040g Box Cover F311 Storage Access S040b Box Drain Ila -f'-'.7' ,i,., t? ;llailiaira4. S0401 Box Overflow CODE COMMENTS IIIIIIIIIIIIIIIMIIIII lIllIllIllIlIllIlIllIllIllIlIllIll L CPD form NCGW01-1 revF Significant violations — Bold & Shaded / Minor Violations — bold/ Recommendations - italithend Non -Community Ground Water Inspection Report — Part 11 MANAGERIAL CAPACITY -- Complete only once for each PWS - Write N/A if Not Applicable System Name: } 1e.rhvi54,1 kV K. PWSID Number: Ca°Zi-3u is {ate: ro/ca /o7 CODE ELEMENT Compliant Noncompliant CODE ELEMENT Compliant Noncompliant M610 ' X -Connect Control Program ( M820 Emergency Response Plan �( M620 Operation&Malntensnce Plan R510 Monitoring Plan X M621 Organizational Operating Plan R520 MonitoringResults Avail %( M622 Maps & Records (System p Plan) r,.:, >k �.: kR a - ._ 0,.,:,..,F..;..; ,. ,-.4%-'0 . 7, ' :: M810 Vulnerability Assessment X OPERATIONS - Vllirite NiA If Not Applicable CODE ELEMENT Compliant Noncompliant CODE ELEMENT Compliant Noncompliant :4;,1'oP,i :,,,,,r'....�,.r.! R514 �' } �r =: :1,.%, A? �' .. .ti'�}f,+ 3e� l`.:rc'CY. !�-Fl i 't'dr R532 Cl2 Validate i Bacteria Sampling Pian � .. (- , r Chemical Adjust. Log X 4., Li.M630 ! , E�q ' , ,{� � . r y fr z.• M997 Process Adjust. Log �`,514-'1,ty ' ` a ,, 4:147'.! ,...z. ,' t tel• K M998 0&M Lo f1 1� ;f'��r-t;# , r„ �, 530 C12 Test Kit S 1�.�%Y ✓ >•z FINANCIAL CAPACITY - Write N/A if Not Applicable CODE ELEMENT Compliant Noncompliant M640 Financial Capacity CODE COMMENTS CPD form NCGW01.1 revF 04/07 Significant violations - Hold & Shaded 1 Minor Violations — bold / Recommendations - itallr3zea Non -Community Ground Water Inspection Report — Part I System Name: j �'hip1is Imo-)-- IZ1/ pcaleNSID Number: G' a 027,s%1 n Date: /4370e7 WELLS — Complete Separate Sheet for Each Well — Write NIA If Not Applicable Source ID; pr- Source Name: Je,11 L CODE ELEMENT Compliant Noncompliant CODE ELEMENT Compliant Noncomplitont S033a Permit 4 SO40c Vent Screened M860 Flow Meter X x S040d 6040e Vault Drain Daylight 4' Square Pad S997 Sample Tap S030 Flood Proof 1( 8040f Drain Away • }fir Slc..i�.. `ie i h. {- , <" 7#- 'II x >tF bpi?rwa ,4.'t., '.... \ r; y9/.,. 'ocy A :t. :,�5, n Fyli i{.ih:.nni ii.. v+}$r.@v5sA. ..r %}'< t v, . 4'."1" ''� X, , F310 Storage Condition )C S032 Wellhead Sealed X F311 Storage Access S040a Casing 12' Above Ground )(*Wier er r^ - = n SO40b Vent t 12' Above Ground SPRINGS — Complete Separate Sheet for Each Spring — Write NIA if Not Applicable Source ID: Source Name: - CODE ELEMENT Compliant Noncompliant CODE ELEMENT Compliant Noncompliant S033b Permit S040j Box Flood Proof :;7:4 -,,stir �;, y� , "" .*s.%. t' 9 �' �' nl ct 1' S r� :rt r Il��<�5�:5. SO40k Box Secured 8997 Sample Tap SO40i Spring Fenced ,y', }� 1{j S .� 1E �1<;�� R11�r 3}rl �1 kk- t eA i 3.=jtA��SSLefAiI'? "Ri ..:rIFf <f pT 5 5 µ � i�sf S . { C 4. fEI _.••.E' �L16 3 F�( G _ .. . 1!° �i � F310 Storage Condition S0409 Box Cover F311 Storage Access SO40h Box Drain r$.1;4 Ok S0401 Box Overflow CODE COMMENTS CPD form NCOW01.1 revF 04107 Significant violations —Bold & Shaded 1 Minor knotsisrv.a _ k..14 r Non -Community Ground Water Inspection Report — Part PWSID Number: „ _ _ _ _ __. _ Date: �ystom Name; y l c £ 7.1 (,,, _ _`►' rm..- WELLS — Complete Separate Sheet for Each Well — 1 a.a.JL.J 1 ��,6162 1 W 1 1,1/ J i Write N/A If Not Applicable Sourco ID: jV Source Name: V v' , CODE ELEMENT Compliant Noncompliant CODE ELEMENT Compliant Noncompliant S033a Permit + S440cVent Screened M660 Flow Meter S040d Vault Drain Daylight S997 Sample Tap X S040e 4' Square Pad 5030 Flood Proof >4 80401 rDraM Away 'i -55Th: y f e ..} • e_, dE' 3,=�` a q+{ .. •'t - s,c 6 �f' y • E } '�,4-,4,-1 -..`?�3s !;4� ,4�[va "�F�3 s ?"411., 4 ; / ; ata- - r ,. . a,a r , aV 4i' M1 y S -E• 'i'+5 .:rsd„,.-fiY, ..z .... �1 Firs '.•+FiA- _ F310 Storage Condition �/ S032 Wellhead Sealed F311 Storage Access S040a Casing 12' Above Ground it Id ails;' a 8040b Vent a 12- Above Ground x 1 SPRINGS — Complete Separate Sheet for Each Spring — Write N/A If Not Applicable Source ID: Source Name: -ODE ELEMENT Compliant Noncompliant CODE ELEMENT Compliant Noncompliant 5033b Permit 5040j Box Flood Proof i- EA ,< r '�_' F ` ` -' �':4- . , S040k Box Secured S997 Sample Tap 8040' Spring Fenced ^,li'i� t>"- '4 �kttc'� srh, y.- (++0.t U ,fit ,, Z rYk k+5e� 4 1 ; ;T t eti��e,` c3-1 f `' r,x. ,. , . r F310 Storage Condition 50409 Box Cover F311 Storage Access SO44h i. Box Drain' .+'Y. , . !'Y -r ..., ._,...._:.'y,} ..+,.. 50401 Box Overflow CODE COMMENTS • CPD torm NCGW01-1 revF 04/07 Signlflcant violations - Bold & Shaded 1 Minor Violations - bold 1 Recommendations . it aachart Form No. GWS -11 8/2007 STATE OF COLORADO OFFICE OF THE STATE ENGINEER 818 Centennial Bldg., 1313 Sherman St., Denver, CO 80203 Phone — Info: (303) 866-3587 Main: (303) 866-3581 Fax: (303) 866-3589 http://www.water.state.co.us For Office Use Only CHANGE IN OWNERSHIP/ADDRESS CORRECTION OF THE WELL LOCATION Review instructions on the reverse side prior to completing the form. Name, address and phone of the person claiming ownership of the well NAME(S): JI won eckLa 4 (je,rno Ltvcj Lnpe5 Mailing Address: r I F5 �I,((.1I'd City, St. Zip: Oar Jo On dal i CO . Phone (CPO 1 2,4 This form is filed by the named individual/entity claiming that they are the owner of the well permitted as referenced above. This filing is made pursuant to C.R.S. 37-90-143. WELL LOCATION: Well Permit Number: 2-4 32-8 - r Receipt Number: County 6Q,1' -Pi 1 d 6 oL1.1yt1�j Well Name or# (optional) J (Address) (City) (State) (Zip) 5jE 114 of the N/E 1/4, Sec. 9 , Twp. to 0 N. or gj S., Range '72.. 0 E. or g W., P.M. Distance from Section Lines: 2444 Ft. From ® N. or ■ S., ciFt. From X E. or ❑ W. Line. bdivision Name 5Iet,C,i'S AtIALV1Dtkft Qr MJ eilk__ ISL+ Lot , Block , Filing/Unit The above listed owner(s) say(s) that he, she (they) own the the following reasons: 154 Change in name of owner ®' Change in mailing address 8, 1972 and non-exempt wells permitted before May 17, 1965. Please see the reverse side for further inforrnation regarding well ■ correction described herein. The existing record is being amended for Correction of location for exempt wells permitted prior to May of the well location. I (we) claim and say that I (we) (are) the owner(s) of the well described above, know the contents of the statements made herein, and state that they are true to my (our) knowledge. Signature(s) of the new owner ) ‹.I.- 22,E Please print the Signer's Name & Title _'/,1-0,-0--) (4 J Date '7 lay../re is the responsibility of tIe new owner of this well to complete and sign the form. Signatures of agents are acceptable if an original letter of agency signed by the owner is attached to the form upon its receipt. For Office Use Only State Engineer By Date Form No. GWS -11 8/2007 STATE OF COLORADO OFFICE OF THE STATE ENGINEER 818 Centennial Bldg., 1313 Sherman St., Denver, CO 80203 Phone — Info: (303) 866-3587 Main: (303) 866-3581 Fax: (303) 866-3589 http://www.water.state.co.us For Office Use Only CHANGE IN OWNERSHIP/ADDRESS CORRECTION OF THE WELL LOCATION Review instructions on the reverse side prior to completing the form. Name, address and phone of the person claiming ownership of the well: NAME(S): SI nvOf . 5O 5 4 o. I el Mailing Address: 118 Lu c 1 Id City, St. Zip: Cat bO (c I 1,025 Phone (940) L/4_ Zi42q- This form is filed by the named individual/entity claiming that they are the owner of the well permitted as referenced above. This filing is made pursuant to C.R.S. 37-90-143. WELL LOCATION: Well Permit Number: 2. 52.51- F Receipt Number: County C x4 i e ( 15( ( 0 (ifdi j Well Name or # (optional) J (Address) (City) (State) (Zip) S't 1/4 of the N1 e 1/4, Sec. 9 , Twp. (o ❑ N. or NS., Range 9 Z. E. or ® W., 144' P.M. Distance from Section Lines: MOO Ft. From J N. or ■ S., 1-400 Ft. From NE. or ❑ W. Line. Subdivision Name Sj jeA-s l-Yvj.d Ore l T61nrialLot , Block , Filing/Unit 1 The above listed owner(s) say(s) that he, she (they) own the the following reasons: '4 Change in name of owner ® Change in mailing address 8, 1972 and non-exempt wells permitted before May 17, 1965. Please see the reverse side for further information regarding well ■ correction described herein. The existing record is being amended for Correction of location for exempt wells permitted prior to May of the well location. I (we) claim and say that I (we) (are) the owner(s) of the well described above, know the contents of the statements made herein, and state that they are true to my (our) knowledge. Signature(s) of the new owner �,, ( Please print the Signer's Name & Title .S'1r14� IA S ti! 1 Date /,?(.1 A is the responsibility of the new owner of this well to complete and sign the form. Signatures of agents are acceptable if an original letter of agency signed by the owner is attached to the form upon its receipt. For Office Use Only State Engineer By Date ..)v-.+ui- .JJr kJ/Ivo ari nspen valley nospltal 1IU491N63 Laboratory Services Division 8100 Lowry Boulevard, Denver CO 80230.6928 US Mali: PO Box 17123, Denver CO 80217 (303) 692-3090 fax (303) 344-9989 Lab 11) No. 6/6 MSA -2005004389 •SAr n Ll SITE S[11'IH E l\'f'dL i\1A11C')V CO0-223810.000 Heron's Nest RV Perk 32958 River )Montage Rd Pork water well Collected Received Reported Collected By 1/5/2006 9:30;OOAM 1/5/2006 8:00:23AM 1/6/2006 T.A. Matrix Drinking Water C l'ti'I (JAI ER C()V1.M1I i:`I'S Heron's Nest R/V Park 32958 River Frontage Rd Silt, CO 81652 Contact Name Contact Phone Purpose Routine Chlorine residual 0.20 Payment Type Billed Test Name Result Method Name 8,acherichie coif PA Total culliorms PA 13. coli not cletected Coliform absent or less than one (<1), Indicates a microbiologically safb sample SM 9223 LARS Intorent Address; http://www.cdphe.smte,co.us/lr/lrhom.htm Medfflcatlon Date:1/612006 a Qvc-,4 vul#Cy nubpiGU y/U0'411bi (Laboratory Services Division 81f .1 rop.o i:Aw.4�w..•w• o214=Caa Laboratory Services Division 8100 Lowry Boulevard, Denver CO 80230-6928 US Mail: PO Box 17123, Denver CO 80217 (303) 692-3090 fax (303) 344-9989 5/6 au„s 7,4.44/.. 2,00.c laI, LD No. MSA -2005006380 •._.....- u.U•�•,_ `�k55[73r.rsir�.n.14C4..:.e4 C00-223810-000 Heron's Nest RV Park Meu's Botbroom Collected 4/27/2006 9:45:00AR Received 4/27/2006 2:36:25PM Reported 4/28/2006 Collected 13y TA Collins Matrix Drinking Water Heron's Nest RN Park 32958 River Frontage Rd Slit, CO 81652 Contact Name Contact Phone Purpose Routine Chlurinc residual Payment'type Billed Test Narne Result Method Name Escherichia coli PA R. ooli not detected Total coliforms PA Coliform absent or lea than one (<l), indicates a microblolaglcally safe sample SM 9223 .� .. GARS Intelnnt Address: http:/hvww.cdphe.stata,cu.usnrflrhom.btm 3V-JUi-GVu( V'IVO An aspen voliey rlospit;al 'i/UD111b,1 Laboratory Services Division 8100 Lowry Boulevard, Denver CO 80230-6928 US Mali: PO Box 17123, Denver CO 80217 � (303) 692-3090 fax (303) 344-9989 w Romnan 3, c AQ v~ aoo c ),gab ID Sot MSA -2006000162 4/6 SAMPLE SITE sA.Aii'Llt tiNfOttNIATIOi c00-223810-000 Heron's Nest RV Park 32938 River Frontage Rood Collected 7/27/2006 11;15:00A1 Received 7/27/2006 1:53;04PM Reported 7/282006 Collected By THE Matrix Drinking Water CL;ST4i 1i?R Heron's Nest RNV Park 32958 River Frontage Rd Silt, CO 81 652 Contact Name Contact Phone Purpose Routine Chlorine residnnl 0.20 Payment Typo Billed Test Name Escherichia coli PA Total conforms PA Result B. con not detected Method Name Colitorrn absent or Tess than one (<1), Indicates a microbiologically safe sample 3M 9223 LARS lnrorcnt Addreaa: http:/lwww.cdphe,stnte.co.us/Ir/lrhorn.htm Modification Date:7/282006 Laboratory Services Division 8100 Lowry Boulevard, Denver CO 80230-6928 118 Mall: PO Box 17123, Denver CO 80217 cid,..„/„o, (303) 692-3090 fax (303) 344-9989 1(4 Flo*" r 4056 Lab ID No, MMA -2006002015 r 1 V 5ETE ti��"titE�7:r rn.,cu:lz►v`l�Auir(oiN��, ..., . .-..M1.—, _...�. 4'�l`__.�i+.G��:.1 L...i �•�i'.-:4aiL{l: .r'4ri. .`a�ri:�:J}ikiY:.ILi� 1 µ •rtr. ri./ .. • ...� ti:3 4.tD'a '•Ji .r.c �a.r.Li.: .. rraW� ,iab CO0-223810-000 { ,1T6, 1 ,f il'e 1, li Heron's Nest RN Park 32958 River Frontage ltd Silt, CO 81652 Contact Name Contact Phone Collected 10/13/2006 11:00:00/ Received 10/13/2006 2:32:OOPM Reported 10/18/2006 Collected By - Cv;NIA1lJ;:1 Matrix Drinking Water ,. J 1,i..LSiu\.2,;6 ..i M. rb.�.: Aii 1.4.46::CLIadM41-141.E Purpose Routine Chtorinc rctidual Payment Typo Billed Test Nnine Result Escherichia coil PA Total coliforms PA E. coli not dctccted Method Name Coliform absent or less than one (<1), indicates a microbiologically safe sample SM 9223 Laboratory Services Division 8100 Lowry Boulevard, Denver CO 80230-6928 US Mali: PO Box 17123, Denver CO 80217 cote (303) 692-3090 fax (303) 344-9989 CO0-223810-000 17A Lab ID No, MSA -2007000517 Collected 1/26/2007 10:00:OOAI Received 1/26/2007 11:00:00AM Reported 1/29/2007 Collected By T A Cal Matrix Drinking Water .;STOl1 l:it C()1111ENTS Heron's Nest RN Park 32958 River Frontage Rd Slit, CO 81652 Contact Name Contact Phone Purpose Routine Chlorine residual 1.50 Payment Type Billed Test Name Result Method Name Escherichia coil PA Total coliforms PA E, coli not detected Coliform absent or Tess than one (<1), indicates a microbiologically safe sample SM 9223 .ARS Intcrent Address: http:llwww.cdphe.state.co.us/lr/lrhom.htm vlodification Datc:1t2912007 203 Ictvag9.- -goo? Laboratory Services Division 8100 Lowry Boulevard, Denver CO 80230-6928 US Mail: PO Box 17123, Denver CO 80217 Cay, (303) 692-3090 fax (303) 344-9989 ,:iirjammitiCern COO -223810-000 32958 River Frontage Rd Lab ID No. MSA -2007001876 Collected 4/4/2007 10:00:00AN Received 4/4/2007 11:3! :OOAM Reported 4/5/2007 Collected By Matrix Drinking Water COMN1EN'CS Heron's Nest RJV Park 32958 River Frontage Rd Silt, CO 81652 Contact Name Contact Phone Purpose Routine Chlorine residual 1.20 Payment Type Billed Test Name Result Method Name Escherichia coli PA Total coliforms PA E. coli not detected Coliform absent or Tess than one (<1), indicates a microbiologically safe sample SM 9223 n ;I"' co? LARS Interent Address: http://www.cdphe.state.co.us/lr/trhom.htm Modification Date:4/5/2007 11203 LawVIcltVly OtWVIC6S LJIVISIOr1 8100 Lowry Boulevard, Denver CO 80230-6928 US Mail: PO Box 17123, Denver CO 80217 coD (303) 692-3090 fax (303) 344-9989 gramma Lab ID No. MSA -2007004158 1PLL SITE SAMPLE INFORMATION CO0-223810-000 Heron's Nest RV Park 32958 River Frontage Rd Collected Received Reported Collected By 8/2/2007 10:30:00A1v 8/2/2007 1 I :45:00AM 8/3/2007 Matrix Drinking Water CUSTOM I:R C(}ll:llEN FS Heron's Nest RN Park 32958 River Frontage Rd Silt, CO 81652 Contact Name Contact Phone Purpose Routine Chlorine residual 1.00 Payment Type Billed Test Name Result Method Name '•scherichia coli PA Total coliforms PA E. coil not detected Coliform absent or less than one (<1), indicates a microbiologically safe sample SM 9223 LARS Interent Address: http://www.cdphe.state.co.us/Ir/Irhom.htm Modification Date:8/3/2007 ¥203 Lawratvry services uIvision 8100 Lowry Boulevard, Denver CO 80230-6928 US Mail: PO Box 17123, Denver CO 80217 liL co t (303) 692-3090 fax (303) 344-9989 ato� AMPLE SITE COO -223810-000 Site 18A Lab ID No. SAMPLE INFORMATION Collected Received Reported Collected By MSA -2007005922 10/22/2007 10:15:00/ 10/22/2007 12:29:OOPM 10/23/2007 TAC Matrix Drinking Water CI STONIER CONIN1ENTS Heron's Nest R/V Park 32958 River Frontage Rd Silt, CO 81652 Contact Name Contact Phone Purpose Routine Chlorine residual Payment Type Billed Test Name Result Method Name Escherichia coli PA Total coliforms PA E. coil not detected Coliform absent or less than one (<1), indicates a microbiologically safe sample SM 9223 LARS Interent Address: http://www.cdphe.state.co.us/ir/lrhom.htm Modification Date: 10/23/2007 #203 Laboratory Services Division 8100 Lowry Boulevard, Denver CO 80230-6928 US Mail: PO Box 17123, Denver CO 80217 cam t (303) 692-3090 fax (303) 344-9989 and dh Lab ID No. MSA -2007007354 . IIPLI: sI F SAMPLE INFORMATION COO -223810-000 Collected Received Reported Collected By 1/11/2008 12:01;00P? 1/11/2008 2:37:OOPM 1/14/2008 TC Matrix Drinking Water CCUSTO,A1ER COMMENTS Heron's Nest R/V Park 32958 River Frontage Rd Silt, CO 81652 Contact Name Contact Phone Purpose Routine Chlorine residual 1.20 Payment Type Billed Test Name Result Method Name ..scherichia coli PA Total coliforms PA L E. coli not detected Coliform absent or Tess than one (<1), indicates a microbiologically safe sample SM 9223 LARS Interent Address: http://www.cdphe.state.co.us/Ir/lrhom.htm Modification Date:1/14/2008 #203 Colorado R�L1�� ns of P114� and Environment it1PLE SITh: Laboratory Services Division 8100 Lowry Boulevard, Denver CO 80230-6928 US Mail: PO Box 17123, Denver CO 80217 (303) 692-3090 fax (303) 344-9989 COO -223810-000 Heron's Nest RV Park 32958 River Frontage Road Lab ID No. MSA -2008002941 SAMPLE INFORMATION Collected Received Reported Collected By 6/12/2008 9:30:00AA 6/12/2008 10:48:04AM 6/13/2008 Matrix Drinking Water CUSTOMER COMMENTS , Heron's Nest R/V Park 32958 River Frontage Rd Silt, CO 81652 Contact Name Contact Phone Purpose Routine Chlorine residual 0.30 Payment Type Billed Test Name Result Method Name Escherichia coli PA Total coliforms PA E. coli not detected Coliform absent or less than one (<1), indicates a microbiologically safe sample SM 9223 LARS lnterent Address: http://www.cdphe.state.co.us/Ir/Irhom.htm Modification Date:6/13/2008 4203 Colorado Department of Public Health and Environment Colorado Department of Public Health and Environment Compliance Assurance & Data Management Unit REPORTING FORM FOR NITRATE OR NITRITE AS NITROGEN ANALYSES SAMPLER: FILL OUT ONE FORM - FOR EACH INDIVIDUAL SAMPLING POINT Are these results to be used to fulfill compliance monitors g requirements? YES Vr NO 0 Is this a check or confirmation sample? 0 YES %NO PWSID COO 2238/0 COUNTY: Gam--dd DATE COLLECTED: ` 1 3/ I a) SYSTEMS NAME: MY,YbV?3 W i,L fit/ Park— SYSTEM MAILING ADDRESS: 39,--q,57e /'C./ L4/ H.D1JV 4/ ...5_,/ H- & P166:2. Simms addrm'PO Lina CTIV STATE /Zf4 CONTACT PERSON: (�l _ t /11L, PHONE: d VD) fl 6 - 2 4' /3 SAMPLE COLLECTED BY: Q nap %nail TIME COLLECTED: 4043O ?pm ENTRY POINT (Finished Water) SAMPLE {g] SOURCE WATER SAMPLE 0 FOR ENTRY POINT SAMPLES PLEASE INDICATE: ChlorinatedlAt Other Treatment 0 Finished—got Treated (No chlorine or other treatment) ❑ STATE ENTRY POINT CODE: EP SOURCE(S)L REPRESENTED: For Laboratory Use Only Below This Line LABORATORY SAMPLE # -`J� I 96 CLIENT NAME or ID# I"1 7? S Wed- ' - LABORATORY NAME i'IL C' ttii( [.2Mi jhIa ' �y LAB PHONE # (11L -->VO4'/5-1/ DATE RECEIVED IN LABORATORY !i 31, D - COMMENTS: PARAMETER RESULT UNITS MCL STM`E Dt10 D LAB MDL DATE EIl ANALYZED NITRATE as N pj04_ mg/L 10.0 mg/L 3 i ! r j9 0.i3 mg/L 1/:3 dog, NITRITE as N mg/L 1.0 mg/L mg/L — __ _• Reviewed & Approved by //Title0124 MAIL RESULTS TO: CDPHE, WQCD-CADM 4300 Cherry Creek Drive South Denver, CO 80246-1530 Ian "Date FAX: 303-782-0390 . J:IFORMSEABFORMS\Cbem Rads1NitrateNitriteLabReportForm 121604.doc Page 1 of 2 FIRE PROTECTION MEASURES Fire Water Storage As stated earlier in this application, the Applicants intend to construct a 10,000 gallon domestic water storage tank, with a heated water pump station adjacent to and east of the New Space # 12. This new tank will augment the existing 4,000 concrete domestic water storage tank, for a total of 14,000 gallons of fire water storage and domestic water storage. Fire Extinguishers The Applicants propose fifteen (15) 2A2OBC fire extinguishers to be located within no more than one hundred (100) feet from any space, structure or electrical facility within the RV park, with installation in accordance with NFPA 10 guidelines, in locations as shown on Util-5. A copy of the proposed fire extinguisher box is provided in this submittal. Fire District Connection A fire district water connection will also be installed north of the new domestic/fire water storage tank and east of New RV space # 12, in order to draft the water from the storage tank. This connection will be a PVC riser, with an underground gate valve, with shut-off key attached. The riser shall have a 6" national standard thread female adaptor with a plug, and be located no Iess than nine (9) feet from the new proposed roadway. Park Policies and Regulations The Herons Nest RV Park Rules and Regulations have been included in this submittal in Tab 1. This document has been recently modified in order to reflect specific water guidelines that must be followed by park tenants. For example, tenants must possess no less than a five (5) pound fire extinguisher within reach of their recreational vehicle or tent. Tenants must also refrain from any outside flame that is not within the permanent park barbeque grills. The park has disallowed any future use of any existing fire pit, and each fire pit will be removed. Tenants must refrain from allowing disconnected propane tanks on their RV park space, except for immediate filling of the tank. Finally, the Herons Nest RV Park will relocate all 125 gallon park issued propane tanks to more than ten (10) feet from each recreational vehicle. Evacuation Plan The Applicants propose that an evacuation plan and emergency contact information will be posted on the RV Park office door immediately following approval of this Special Use Permit by the Board of County Commissioners. Fire Training The Applicants agree that all members of management will undergo emergency training, as soon as these trainings become available at the local Burning Mountains Fire Protection District office. 1 NARRATIVE OF SEPTIC, SYSTEM ENGINEER STATEMENTS AS -BUILT DRAWINGS OF SEPTIC SYSTEM SEPTIC SYSTEM NARRATIVE Existing Septic System The Herons Nest RV Park is served by two Individual Sewage Treatment Systems (ISTS), installed in 2005 as a result of a failure of the park's previous septic system and leach field. The ISTS systems were originally designed to treat wastewater from fifty (50) spaces, although it is evident that the Herons Nest RV Park had fifty-six (56) spaces in 2005, all with water and wastewater connections for the recreational vehicles. The ISTS systems were also designed to treat wastewater from the Herons Nest RV Park laundry facility (2 washing machines) and the restroom/shower facilities for both men and women, each equipped with two (2) lavatories, two (2) showers and two (2) toilets. Included in this submittal under Tab 3 are spreadsheets that indicate both water usage and wastewater treatment, with occasional notes for water leaks, special watering conditions and the like. The former owners of the property kept good water usage records from December 17, 2004 to March 30, 2007, and the Applicants have continued that practice to the present. The former owners of the property began tracking the septic system in August of 2006, and the Applicants have continued that practice until the present. The Applicants' engineer recommended and the Applicants implemented specific practices and/or improvements for the water system in 2007, following the Applicants stated desire to expand the Herons Nest RV Park in July of 2007. Gamba and Associates engineer T.Carter Page, Co. License Number 3516l, recommended that the Applicants discontinue all outside use of water, discontinue any non-resident use of water (hunter showers, etc.), install a meter an the laundry/shower facility and re -orient the water meter in the existing water storage facility in order to get appropriate readings. The Applicants' engineer, following his review of the ISTS units, noticed high septic system treatment of wastewater, when it was not evident that there was high delivery of water. In order to identify the potential problems associated with the septic systems, Mr. Page contacted the distributor of the type of ISTS systems, and the two performed an on- site inspection. Both concluded that the system seemed to be operating as designed, but that the discrepancy between reported effluent pumping rate and actual water use is at least partly due to the fact that at all times during the effluent pumping cycle, there is at least one small diameter weep -hole open and flowing back into the pump tank, to allow the force main from the tank to the effluent fields to drain back into the tank, which gives an inaccurate reading of the amount of effluent actually treated. The Applicants wish to legalize the fifty-six (56) RV park spaces that have been in existence for the last nine (9) years, as well as add twenty (20) new spaces to the ISTS systems, all of which is supported by the Applicants' engineer. 1 G A M B A ASSOCIATES CONSUL -TANG ENGINEERS S LAND SURVEYORS w,.w a.,e.=walfira.,wG eain PHONE: 9701945^2550 FAX: 970/945-1410 '-- 113 NINTH STREET. SUITE 214 P.L. Box 1458 GLENWOOD SPRINGS, COLORADO 81602-1458 Wednesday, February 13'r', 2008 Janet Aluise Aluise Planning Consultants 1179 Standing Deer Drive Silt, CO 81652 By: hand, copy by email Re: Heron's Nest RV Park —ISTS System Capacity Dear Janet: We have been asked to evaluate the Individual Sewage Treatment Systems (ISTS) installed at Heron's Nest RV Park to determine if, and to what extent, the park may be expanded, while not overloading the capacity of either (or both) of the sewage treatment systems. Toward that end, we have requested and received daily flow data from the well supplying the entire park, as well cis the operating limes for each of the Iwo effluent pumps on the two septic systems in the park. Based on the results of our study, we believe that it is possible to increase the number of spaces in the Heron's Nest RV Park from the As -Built capacity of 50 - spaces, by a total of 20 -new spaces, to a final total of 70 -spaces. This recommendation is made on with the caveat that the additional spaces are standard, 50 -gallon -per -day (average demand) RV spaces. An additional caveat on this recommendation is that Orenco Systems, Inc. agrees that the proposed additions do not present a problem for the existing System #1. The additional spaces should be added to System #1, as labeled an the system operation panels. (THIS IS CRITICAL!) There was a switch in the labeling of the ISTS systems during construction, which is not reflected on the As -Built plans. The As -Built plans use the same numbering system as the original design plans, i.e. the design flow from most of the RV unit spaces (System #1) was to flow to the original concrete septic tank, while the flow from the easternmost RV unit spaces AND the Office/Laundry/Bathrooms (System #2) was to flow to the new fiberglass septic tank. During the construction process, the new fiberglass septic tank (and its interceptor line) were placed first, and so became labeled opposite to the design label, as System #1. It is critical that when if and when the additional RV unit spaces are added to the park, they be plumbed to the fiberglass septic tank, which is the southernmost (closest to the Colorado River) of the two ISTS systems. Angela Helliwell of SCG Enterprises, Inc. the Colorado Orenco representatives, and I made a preliminary inspection of both systems on Monday, February 11', 2008. System #1, as labeled on the system operation panels, (the fiberglass septic tank) seems to be operating very well, and the quality of effluent appears to be excellent. Our system flow data (both water meter and effluent pump records) Heron's Nest RV Park — Individual Sewage Treatment Systems evaluation Wednesday, February 13'h, 2008 Page 1 of 2 are being forwarded to Orenco Systems for their review, to verify that our conclusions are correct. We expect that they will concur in our evaluation that System #1 can support an additional 20 RV unit spaces, at a peak flow of 75 -gallons per day. We strongly recommend the following steps be implemented: 1. That when the plans are developed for the additional RV unit spaces, we be given an opportunity to review and comment. 2. That all State and Garfield County rules and regulations regarding the additions to the water and sewer systems are strictly adhered to, and that the Colorado Department of Public Health and the Environment (CDPHE) be copied on the plans for formal review and approval, 3. Thai each RV unit space is equipped with a totalizing water meter, installed in a pit adjacent to the water tap, and that daily records are kept of individual RV unit space water use. This will help reduce wasteful water use, and provide an easier check on leaks and running taps (especially in winter). 4. That if at any time, the System #1 ISTS appears to be distressed in any way, then a plan for the reduction in the water use by all spaces, and the Office/Laundry/Bathroom facility be implemented immediately, and continued until the ISTS system is fully recovered. 5. That a water engineer be employed to verify that there is adequate legal and physical water to supply the additional proposed RV unit spaces. 6. That outside uses of the facilities, by hunters, day laborers, etc be curtailed or eliminated. The design parameters of the system, particularly the Laundry and Bathroom facilities, did not contemplate any outside uses, and are based on the actual number of RV unit spaces in the park. If you have any questions, please call me at (970) 945-2550, extension 206, or by email at: tcpage(a?gambaengineering.com. Sincerely, Gamba & Associates, Inc. Ca er Page, .E. 3 61 cc: Simone Casias, Owner Mark Kodnuck, P.E., CDPHE, WQCD H:1076211Commun;tolions\Herons Nail ISTS Copo[iry.doc Heron's Nest RV Park — Individual Sewage Treatment Systems evaluation Wednesday, February 131", 2008 Page 2 of 2 Check Cash Money Order •'s Parcel No. CHARGES colation Test $100.00 ludes linal inspection) It Processing Fee $50.00 Permit No. 4112 Owner's Name 14 (Clint 5 e__3T P l f3 r Address at System Location 1 D 0_ I`t 1 C Prorv6.1-L. Rd, Amount Paid 4----)-6" 6.\• v..) /4-1 Dale Paid Cashier c" Cl + Ga /0 17/0 5 X165)_ ALL CHECKS ARE TO BE MADE PAYABLE TO GARFIELD COUNTY TREASURER Cor k j �. Is, i✓ tj White- APPLICANT Yellow DEPARTMENT CSUR_ I - �- _�� ,�� (fig' 0 G A M B A & A 5 9 O C t A T E S CONSULTING ENGINEERS & LAND SURVEYORS 1..*1. N0.000 PHONE: 970/945-2550 FAX: 970/945-1410 • NINTH STREET, — SUITE 214 P.C. Box 1458 GLENWOOD SpRINGS, COLORADO 81602-1458 Monday, September 12, 2005 Mark Kadnuck, P.E. Technical Services Unit Water Quality Control Division (WQCD) Colorado Department of Public Health and Environment Grand Junction District Office 222 South 6th Street, Room 232 Grand Junction, CO 81501 RE: Heron's Nest RV Park, Silt Colorado - Individual Sewage Treatment System (ISTS) Final Plans for review and comment. Dear Mark: Enclosed please find a five -sheet set of Final Pians for the two ISTS systems to serve Heron's Nest R.V. Park in Silt. If you have any questions, please call. - Sincerely, Gamba & Associates, In ..'! "age, P. -E.3 Enclosures: Five -sheet set of Final Plans for the RV Park. cc: Andy Schwaller, Chief Building Official, Garfield County. Cory Nielson, Owner, Heron's Nest RV Park H:Y02361504U5DS}Communications \Conccptud PHn to Tom Schaftcr.doc Heron's Nest RV Park — 1STS Final Plans transmittal Monday, September 12, 2005 Page 1of1 OWNER ADDRESS CONTRACTOR ADDRESS Unknown at this time Cory B. Heron's INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION systme # 2 Nielson Nest R.V. Park •: PHONE 970-876-2443 PHONE PERMIT REQUEST FOR ( ) NEW INSTALLATION ( ) ALTERATION (x) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: Near what City of Town silt Colorado Size of Lot 27.46 Ac Legal Description or Address 32958 River Frontage Road Silt, CO 81652 WASTES TYPE: ( ) DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( X ) OTHER - DESCRIBE R.V. Park BUILDING OR SERVICE TYPE: Please see System Calcualtions Number of Bedrooms Number of Persons ( ) Garbage Grinder ( ) Automatic Washer ( ) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: (X) WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 560 FT Was an effort made to connect to the Community System? yes - Cost Prohibitive A site i lan is re uired to be submitted that indicates the following MINIMUM distances: Leach Field to Well: Septic Tank to Well: Leach Field to Irrigation Ditches, Stream or Water Course: Septic System (septic tank & disposal field) to Property Lines: 10 feet 105 Feet YOUR INDIVIDUAL SE WAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table Greater than 8 Ft Percent Ground Slope 4% + 100 feet 427 Feet 50 feet 735 Feet 50 feet 199 Feet TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: Please see attached Drawings. 2 ( X) . SEPTIC TANK ( ) yAULT PRIVY ( ) PIT PRIVY ( ) AERATION PLANT ( ) ( ) COMPOSTING TOILET ( ) ( ) INCINERATION TOILET ( ) CHEMICAL TOILET( X) OTHER -DESCRIBE Advantex FINAL DISPOSAL BY: ABSORPTION TRENCI-I, BED OR PIT UNDERGROUND DISPERSAL ABOVE GROUND DISPERSAL OTHER -DESCRIBE VAULT RECYCLING, POTABLE USE RECYCLING, OTHER USE 1: •-t-. ( ) EVAPOTRANSPIRATION ( ) SAND FILTER ( ) WASTEWATER POND WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? NO PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes s per inch in hole No. 1 Minutes 35 per inch in hole No. 2 Minutes 25 per inch in hole NO. 3 Minutes per Inch in hole NO. Name, address and telephone of RPE who made soil absorption tests: T. Carter Paae P . E. C/O Gamba & Associates ` Inc 113 9th Street Suite 914 , (11P manna Spri_n 54160L__ 970-945-2550 16qt- 970-945-2550 Name, address and telephone of RPE responsible for design of the system: T . Car ter Page P _ R_ C/O Gamba & Associates Inc. 113 9th Stift Snits 714, f?cnrannA Springs, CO 81601 970-945-2550 Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. Signed Date PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! GAM BA & ASSOCIATES CONSULTING ENGINEERS & LAND SURVEYORS WWW an 10.11,14G,l1".0+vn.COn PHONE: 970/945-2550 FA X: 970/945-1410 • VINTH STREET, SUITE 214 P,0. BOX 1458 GLENWOOD SPRINGS, COLORADO 81602-1458 Monday, June 02nd, 2008 Janet Aluise Aluise Planning Consultants 1 179 Standing Deer Drive Silt, CO 81652 By: hand, copy by email Re: Heron's Nest RV Park — Septic System #1 Additional Capacity Dear Janet: This report is intended to serve as our justification for recommending that the number of spaces in Heron's Nest RV Park be allowed to increase to a total of 76 - units. This is a change from our previous letter and reports, which recommended a maximum of 70 -units. The basis for this change is that our previous analysis did not count the additional 6 -units (spaces) already in use at the time of the report. Flow data, and on-site inspections by Gamba and Assoicates, Inc. and SCG Enterprises, (Orenco AdvanTex Systems supplier) have been used to reach this conclusion. The following additional caveats are placed on this recommendation: 1. Orenco Systems, Inc. agrees that the proposed additions do not present a problem for the existing System #1. 2. Orenco AdvanTex systems are maintained in strict accordance with the manufacturer's recommendations. 3. All additional spaces created for the purpose of expanding of the park are equipped with individual water meters that are read daily, to keep track of water use, and that any water use in excess of 50 -gallons per day is penalized by increased fees. 4. The additional spaces should be added to System #1 (the flows going to the new Fiberglass Septic Tank), as labeled on the system operation panels. (THIS IS CRITICAL!) . 5. The 6 -spaces which were added above and beyond the original design intent of 50 -spaces, total, be re -directed from their current treatment in System #2, to System #1. This may be accomplished by whatever re - piping makes the most sense. Gamba & Associates, Inc. will assist in evaluating which 6 -spaces to re-route to System #1. 6. Under no circumstances should the existing System #1 nor System #2, as currently configured, have any additional laundry, restroom or other high - use flows added. 7. Additional, outside use of the facilities, by temporary visitors (i.e.: hunters during hunting season, transient oil -field workers without a dedicated space in the park, outside laundry services, etc.) must be strictly forbidden, and prevented from occurring. The original As -Built Plans of April 3`d, 2007 have been revised to show that the Systems Control Box labels (and therefore the computer monitoring labels) are the same as the As -Built plans. Heron's Nest RV Park — Septic System #1, Additional Capacity Monday, June 02nd, 2008 Page 1 of 3 We strongly recommend the following steps be implemented: • Formal plans review of the water and sewer for the proposed additional 20 -spaces be submitted to us for review and comment. • All State and Garfield County rules and regulations regarding the additions to the RV park and its attendant water and sewer systems are strictly adhered to, and that the Colorado Department of Public Health and the Environment (CDPHE) be copied on the plans for formal review and approval. • If at any time, the System #1 ISTS appears to be distressed in any way, then a plan for the reduction in the water use by all spaces, and the Office/Laundry/Bathroom facility be implemented immediately, and continued until the ISTS system is fully recovered. • A water rights consultant should be employed to verify that there is adequate legal and physical water to supply the additional proposed RV unit spaces. In support of our conclusions and recommendations, we offer the following information in the form of spreadsheets, as follows: 1 Heron's Nest RV Park — Water and Septic System Use Records (24 -pages, 1 1 " by 17", landscape format). This spreadsheet shows all of the domestic potable water use, by day, from December 17, 2004 until December 19, 2007, as well as all of the septic effluent pumping records for both Septic System #1 and Septic System #2. The daily flows from each septic system are totaled, and compared to the daily potable water use records. Where values in the far right column appear in red, the calculated total septic effluent pumping (based on cycle time and pumping rates for each effluent pump) exceeds the total potable water volume pumped in that day. The discrepancy between reported effluent pumping rate and actual water use is at least partly due to the fact that at all times during the pump cycle, there is at least one small -diameter weep -hole open and flowing back into the pump tank, to allow the force main from the tank to the fields to drain back into the tank. The weep hole(s) flow at full pressure throughout the pump cycle. The more pump cycles there are, and the longer the pump runs, the greater the amounts of back-flow from these weep holes. In addition, the volumes calculated for effluent flow do not account for the volume of effluent that flows back through the force main to the pump tank to drain the line and prevent freezing. The discrepancies may also be attributed to either lower actual septic effluent pumping rates than the value used (50- gpm), float switch errors which report pump cycles and total daily run-times, or other unknown causes. Leaks into the tanks or sewer lines (especially the new fiberglass tank on System #1, and the new PVC line which serves it) are deemed very unlikely. At the bottom of this spreadsheet the average flows are calculated from the potable water meter data. 2. Heron's Nest RV Park — Septic System #1 Use, sorted by Available Unused Capacity (7 pages, 81/2" by 1 1 ", portrait format). This spreadsheet examines ONLY the data from Septic System #1, evaluating how much apparent unused capacity (based on 75- gallons/day/space) appears to be available, based on reported effluent pump cycle counts and pump run times, at the assumed rate (pump design capacity) for the pumps of 50-gallons/minute. The calculated pumping volume for each day is subtracted from the design peak flow (a constant 2,852-gallons/day) capacity of the system. The difference is shown in gallons in one column, and in number of spaces, at peak flow of 75 - Heron's Nest RV Park -- Septic System #1, Additional Capacity Monday, June 02"d, 2008 Page 2 of 3 gallons/space/day in the next column. Finally the data fields are sorted based on the number of available spaces in the system. There are a number of values, at the start of the spreadsheet, listed in red, for which comments are made indicating possible sources of discrepancy. 3. Heron's Nest RV Park — ISTS Design Capacity Spreadsheet (1 sheet, 81/2" by 1 1 ", portrait format). This spreadsheet shows the design parameters and the uses of the proposed new System #1. The actual number of RV spaces currently on the system (18 -spaces rather than the 12 -spaces in the original design) as well as the 20 -spaces additional proposed for the system, and including the flows from the laundry/office/restroom building. In calculating this spreadsheet, the average daily flows used are taken from the actual data provided by Heron's Nest potable water meters and the computer tracking of the effluent pumps. This has been deemed by the CDPHE as an appropriate application where data is available and considered reasonably accurate. In the case of the laundry/office/restroom building, a separate meter was installed at our request, and all flows in this building have been recorded from August 23`x, 2007 on to the present time. The average daily flow during the reporting period is approximately 598-gallons/day. For each space, the average daily flow has been estimated for the reporting period as approximately 26-gallons/day. For the purposes of this design, the average daily flow has been rounded up to 30-gallons/space/day. The same peaking factor (1.5) has been applied to both flows. The end result of the revised spreadsheet for this System #1 is that the total design flow (peak flow) is still 200-gallons/day less than the design flow for the original system. Within the accuracy of the data provided to us, and given the caveats applied to this proposed addition to the Heron's Nest RV Park, we believe that the proposed addition of 20 -units should not create any problems for either the septic system or the general public. If you have any questions, please call me at (970) 945-2550, extension 206, or by email at: tcpage@aambaengineerinq.com. Sincerely, Gamba & Associates, Inc. "'"} _k a er Page, P.E. 35161 cc: Simone Casas, Owner Mark Kadnuck, P.E., CDPHE, WQCD H:1076811Cemmunko ions\Avoiloble System 1 Capocily • 20080602.doc Heron's Nest RV Park — Septic System #1, Addition -10f Capacity Monday, June 02nd, 2008 Page 3 of 3 Field #1 -Rev. Page 1 H:4076811AB-ISTS Calculations -NEW Field Designations.xls Garfield County Health Department ISTS As -Built Calculations Gravel less Infiltration System Individual Sewage Disposal/Treatment System Type: Advantex® Owners Name and Address; Simon Casas Heron's Nest RV Pork 32958 River Frontage Rood Sift, CO 81652 Project Number: 07681 Total Number of RV Sites: 18 No Garbage Disposal? IV/NI Septic Field # (Numbered to match the Control System - and the effluent pump monitoring system) 1 Number of 8edrooms in Full Time Caretaker: 1 Number ofpersons_per Space: 4 Total Bedrooms and Potential Bedrooms: 1 Minimum of 2 bedroom equivalents. Flow: Caretaker Unit 30 Based on actual, recorded flows from 8/23/07 to 12/19/07 (Average) Number of Sanitary Sewer UNITS Sewage flow (GPD) per Flow Unit Total Number of Flow units, This Field Flow unit Sewage flow per use (gad) Based on actual, recorded flows from 8/23/07 to 12/19/07 (Average) Flow: RV Space 18 30 18 space 540 Based on actual number of spaces in use (56) versus original design (50). Total, Existing RV sites: 570allons per day Total, Restrooms and Washing Machines: 598 Based on actual) recorded flaws from 8/23/07 to 12/19/07 (Average) Now: Additional RV Spaces 20 30 20 space 600 Average Daily Waste Flow : 1,768 gallons/day State Review Required?: No DesignPercolat an Rate (t) = 22.0 minutes/inch Design Flow (Q) = Average Dail Waste Flow X 1.5 Design Flow, 0 = 2,652 gallons/day Absorption Area = A= V t 5 A = 2,487.80 sq. ft. of absorption area required 2,488.00 sq.ft. (Rounded Area) A (Bed) = 1,741.46 sq. h.. Bed System; 30 % Reduction A maximum 50°% reduction is allowed for only if the lot size and soil conditions are c^nditinr+c nra nrtirnnl• use of deep grovel optimal. If or grovelless chambered system, for a TRENCH system a reduction is being proposed, describe why lot size and soil INFILTRATORS for Garfield County Number of Infiltrator Units (BED) 189.29 Quick4 Rounded Number of Units: 190 bed system, 9 units wide, and 23.00 units long. 28.17 fest wide X 92.00 feet long Unit Length: 4.00 Row Separation: 3.17 2,591.33 sq. ft. of trenches Unit Width: 2.83 Actual number of Infiltrators for "square" field/trench = 207.00 units Tanis Size for Gorfield County and Advantex® system — Increase tank size with Garbage Disposal! (25%) Garbage Disposal NOT in use. Minimum Tank Capacity = 3,315 gallons (750 gallon absolute minimum) For Advantex system, ideally provide 3 days HRT (Average Flow) = 3"(1,901 gpc) = 5,703 gal. Use NEW 9,000 gal. Containment Solutions Fiberglass Tank, which will provide (9,000 gal/2,852 gpd) = 3.16 days HRT, of PEAK flow. Page 1 H:4076811AB-ISTS Calculations -NEW Field Designations.xls Heron's Nest RV Park Septic System #1 Use, sorted by Available Unused Capacity (Spaces) Septic Field d1 (1,901-gpd Average Capacity) Item rwmber Date Cycles Minutes Effluent Pumped. gallons/day Q pumping rale of 50- gpm. Available Capacity in gallons, at PEAK Design Capacity (2,852 gpd) Available Capacity in Spaces, at 75 -god PEAK capacity per Space. (Spaces) Comments 1 06119107 12 109.74 5,487.00 -2,635.00 1 .35 This appears to be false data on number of cycles of the effluent pump, and also the total run time, since the total volume of domestic potable water pumped on this day was CNy 2,200 -gallons. This would imply that more effluent was pumped through Septic System #1 than came from the water pump, an Impossiblity unless there was an unknown source of flow to the Septic Tank that does not appear again throughout the recording period. This data also totally Ignores the flows recorded by Septic System #2, which were 966 -gallons of pumped effluent on this same day. 2 11118/07 7 62.25 3,112.50 260 50 3 On this date, there were water leaks recorded at spaces 7A and 17A Due to a computer error, no effluent flow data is available for this day from Septic System #2. Potable water pumped on this day was 4,540 -gallons, of which 3,100 -gallons was recorded in the laundry/office/restroom area. 3 06/28/07 7 61.76 3,088.00 -236.00 -3 On this date, resident of 12A was "watering' his RV. Potable water produced on this day from the well was Orly 2,690 -gallons, Implying (as above) that more effluent was pumped through Septic System #1 than came from the water pump. Septic System 1/2 recorded 663.5 -gallons pumped on this same day. This appears to be false data in run-time of the pump or number of cycles. 4 04/12107'' 6 52.42 2,621.00 231.00 31 5 06/22/07' 61 53.03 2,651.501 200.50 3. 6 06/18/07 5 44.651 2,232.541 619.50 81 7 i 11/12/06 5 43.37 2,168.501 683.50 91 8 ' 03/31/07 5 44.03 2,201.50 650.50 9 9 08/01/071 5 43.68 2,183.00 669.00 9 10 11/15/07 5 43.33 2,166.50 685.50 9 11 11/17/07 5 40.24 2,012.00 840.00 11 12 1 10/291061 4 34.09 1,704.50 1,147.50 15 13 1 11/05/061 4 34.21 1,710.50 1,141.50 15 _ 14 1 01/13/07 4 34.48 1,724.001 1,128.00 15 15 I 01/15/07 41 34.30 1.715.001_ 1,137.00 15 16 03/30/071 4 34.96 1,748.00 1,104.00 15 17 06/20/071 4 34.58 1,729,00 1,123.00 15 18 06/23/07 4 34.61 1,730.50 1,121.50 15 19 07/12/071 4 33.94 1,697.00 1,155.00 15i 20 07/15/071 4 34.021 1,701.00 1,151.001 151 21 07/19/07 4 34.10 1,705.00 1,147,00 151 22 08/09/07 4 34.48 1,724.00 1,128,00 15 1,131.00 15 23 11/16/07 4 34,42 1,721.00 24 08/26/06 4 33,36 1,668.00 1,184,00 16 25 09/24/06 4 33.45. 1,672.50 1,179,50 18 26 08/30/07 41 26.891 1,344.50 1,507.50 20 27 08/27/061 31 24,791 1,239.50 1,612.50 22 28 09/10/061 3 24.97 1,248.50 1,603.50 21 29 09/17/06 3 24.92 1,248.00 1,606.00; 21 30 10/08/06 3 25.11 1,255.50 1,596.50 21 31 10/15/08 3 25.26 1,263.00 1,589.00 21 32 10/22/06 3 25.60 1,280.00 1,572.00 21 33 10/24/06 3 25.67 1,283.50 1,568,50 21 34 10/25/06 3 28.10 1,305.00 1,547.00 21 35 10/26/06 3 25.41 1,270.50 1,581.50 211 36 1 10/27/061 3 25.56 1.278.00 1,574.00 21 37 10/31/061 3 25.23 1,261.50 1,590.50 21 38 11/03/06 3 25.39 1,269.50 1,582.50 21 39 11/06/06 3 25.31 1,265.50 1,586.50 21 40 11/08/06 3 25.45 1,272.50 1,570.50 21 41 11/10/06 3 25.38 1,269.00 1,583.00 21 42 11/11/06 3 25.72 1,286.00 1,566.00 21 43 11/19/06 3 25.30 1,265.00 1,587.00 21 44 11/23/06 3 25.40 1,270.00 1,582.00 21 45 11/28/06 3 25.48 1,274.00 1,578.00 21 46 12/01/06 3 25.21 1,260.50 1,591.50 21 47 12/07/06 3 25.47 1,273.50 1,578.50 21 48 12108/06 3 25.63 1,281.50 1,570.50 21 49 12/17/08 3 25.59 1,279.50 1,572.50 21 50 12/24/06 3 25.83 1,281,50 1,570.50 21 51 01/10/07 3 25.75 1,287.50 1.584,50 21 52 01/11/07 3 25.52 1.276,00 1,576.00 21 53 01/18/071 3 25.70 1,285.00 1,567.00 21 54 01/19/07 3 25.64 1,282.00 1,570.00 21 55 01/20/07 3 25.62 1,281.00 1.571.00 21 56 01/24/07 3 25.61 1,280.50 1,571.50 21 57 02/02/07 3 25.51 1,275.50 1,576.50 2t 1,573.50 21 1,582.00 21 58 02/05/071 3 25.57 03/28/071 3 25.40 1,278.50 1,270.00 59 1,584.00 21. 60 04/04/07 3 25.36, 1,268.00 61 04/07/07 3 25.72 04/08/071 3 26.01 1,286.00 1,302.50 1,5666.00 21 1.549,50 21 62 63 04/10/07' 3 25.581 1,279.00 1,573.00! 211 Page 1 of 7 Pages N0.07681\Tabulated Flows--R1.xls Heron's Nest RV Park Septic System #1 Use, sorted by Available Unused Capacity (Spaces) Septic Field x1 (1,901-g1 d Average Cap acity) Item number Date Gyctes Minutes I Effluent Pumped. gallons/day @ pumping rale of 50- gpm. Available Capacity in gallon. at PEAK Design Capacity (2,852 gpd) Available Capacity in Spaces. at 75-gpd PEAK capacity peri Space. (Spaces) I Comments 64 04115)07 3 25.401 1,270.00 1,582.00, 21 65 04/22/07 3 25:371 1.268.50 1,583.50: 21, 66 04130107 3 25.03' 1,251.50 1,600.50. 21' 67 05/02107 3 25.12 1,256.00 1,596.001 21 88 05/08/07 3 25.01i 1,250.50 1,601.501 211 69 05114/07 3 25.35 1,267.50 1,584-501 21 70 05/25/07 3 25.28 1,264.00 1,588,00 21 71 06/07/07 3 25.58 1.279.00 1,573.00 21 72 06/10/07 3 25.63 1,281.50 1,570.50 21 73 08114/07; 3 25.71 1,285.50 1,566.50 21 74 06/17/071 3 25.63 1,281.50 1,570.50 21 75 06/21/07'' 31 25,93 1,296.50 1,555.50 21 78 i 06125/07, 31 25.84 1,292.001 1,560.00 21 77 06/26/07! 31 25.77 1,288.50 1,563,50 21 78 06/29/07' 3 25,60 1,280.00 1,572,00 21 79 06130/07' 3 25.69 1,284.50 1,587.50 21 80 07/01/07' 3 25.82 1,291.00, 1,561.00 21 81 07/04107, 3 25.70 1.285.001 1.567.00 21 82 07)05/07' 31 25.95 1,297.50 1,554.50 21 83 07/06/07 3 25.52 1,276,00 1,576.00 21 84 07/07/071 3 25.48 1,274.00 1,578.00 21 85 07/091071 3 25.76 1,288.00 1,564.00 21 _ 86 07/11/071 3 25.67 1,283.50 1,568.50 21 87 07/141071 3 25.64 1,282.00 1,570.00 21 88 07/16107 31 25.66 1,283.00 1,569.00 21 89 07120/07 3 25.62 1,281,00 1,571.00 21 90 07/21/07 3 25.44 1,272.00 1,580.00 21 91 07/22/07' 3 1,283.50 1,568,50 21 92 07124107' 3 25.80 1.290.00 1,562.00 21 93 07/27/07' 3 25,85 1,292.50 1,559.50 21 94 07/29)07' 3 25.75 1,287.50 1,564.50 21 95 07/30/07! 3 25.60 1,280.00 1,572.00 21 96 08/02/07' 4 26.00 1,300.00 1,552.00 21 97 08/03107' 4 25.70 1,285.00 1,567.00 21 98 08/04/071 3 25.41 1,270.50 1,581.50 21 21 99 08/05/071 3 25.49 1,274.50 1,577.50 100 08/06/07 3 25.55 1,277.50 1,574.50 21 211 101 08/07/07 3 26.01 1,300.50 1,551.50 102 08/08/071 3 25.75 1.287.50 1.564,50 21 103 08/10/071 3 25.67 1,283.50 1,568.50 21 104 08/11107 3 25.53 1,276.50 1,575.50 21 105 08/12./07 3 25.82 1,281.00 1,571.00 21 106 48113/07; 3 25.33 1,266.50 1,585.50 21 107 08114/071 3 25.24 1,262.00 1,590.00 21 108 08/17107' 3 25.42 1,271.00 1,581.00 21 109 08/21/07. 3 25.18 1,259,00 1,593.00 21 110 08/23/07, 3 25.38 1,269.00 1,583.001 21 111 08/24/07! 3 25.2 1,260.00 1,592.00 21 112 1 08/26/07! 3 25.67 1,283.50 1,568.50 21 113 08/28)071 3 25.19 1.259.50 1,592.50 21 114 08/31/07 3 25.3 1,265.00 1,587.00 21 115 09/03/07 3 25.46 1,273.00 1,579.00 21 116 09/06/07 3 25.8 1,280.00 1,572.00 21 117 09/08/07 3 25.42 1,271.00 1,581.00 21 118 09/09)07 3 28.12 1.306.00 1,546.00 21 119 09/11/07 3 26.07 1,303.50 1,548.50 21 21 120 09/14/07 3 25.65 1,282.50 1.569,50 -�- _1 21 121 09/16107 3 25.44. 1,272.00 1,580.00 25.48 1,273.00 1.579,00 21 122 09/22/07 3 1,564.00 1,574.00 21 21 123 09130/07 3 25.76 1,288.00 124 10/02/07 3 25.56 1,278.00 25.75 1,287.50 1,564.50 21 125 10/04/07 3 - __-_ 126 10/10/07 3 25,45 1,272.50 1,579.50 21 127 10/13/07 3 25.83 1,291.50 1,560.50 21 128 10/14107 3 25.8 1,290.00 1,562.00 21 21 129 10/16/07 3 25.4 1.270.00 1,582.00 130 10/19/07 3 25.6 1,280.00 1,572.00 21 131 10124107E 3 25.66 1,283.00 1,569.00 21 25.88 1,284.00 1,568.00 1.605.00 21 21 132 10/28/07 3 133 10/29/07 3 24.94 1,247.00 134 11/03/071 3 25.21 25.01 1,260.50 1,250.50 1,591.50 1,601.50 21 21 135 11/099/07i 3 136 11/11/07' 3 25.85 1,292.50 1,559.50 21 137 11/12/07; 3 25.25 1,262.50 1,589.50 21 138 12/01107, 3 25.55 1,277.50 1,574.50 21 139 12/02/07! 3 25.83 1,291.50 1,560.50 21 Page 2 of 7 Pages H:\076811Tabulated Flows-R1.xls Heron's Nest RV Park Septic System 41 Use, sorted by Available Unused Capacity (Spaces) Page 3 of 7 Pages H:1076811Tabulated Flows-R1.xls Septic Feld 41 (1,801-gpd Average Capacity) Item number Date Cycles fafinutes Effluent Pumped, gallons/day 1110 pumping rate of 50• gpm. Available Capacity in gallcns, al PEAK Design Capacity (2,852 9pd) i Available P Capacity in i Spaces, al 75-gpd Comments PEAK capacity per. Space. {Spaces} 140 12104/07 3 25.33 1,266.50 1.58550; 21 141 1 12/06/07 3 24 98 1.24800' 1,604.00 21 142 12108/07 3 25.33 1,266.50 1.585.50 21 143 12109/07' 3 25.29 1,264.50 1,587.50 21 144 1210/07' 3 25.17 1,258.50 1,593.50 21 145 12/12/07: 3 25.59 1,279.50 1,572.50 21 146 09/03/061 3 24.71 1,235.50 1,616.50 22 147 08113/07' 2 21.37 1,068.50 1,783.50 24 148 02122/07 2 17.29 864.50 1,987.50 20 This data point represents the requested additional spaces (6 -existing, non- compliant spaces) plus the 20 additional spaces recommended as allowable under system capacity. There aro a total of 479 data points, theretora this point represents the point at which (479-148)1470 = 69.1% of the time during which the System 41 has greater capacity, at 75-gallons/space/day. Actual water use data indicates that average water use Is loss than 301a110ns/space/day. 149 03/02/07 2 17.30 865.00 1,987.00 26 150 09/01/07, 2 17.53 876.50 1,975.501 26, 151 09/27/07 2 17.47 873.50 1,978.50 26 152 08/21/06 2 18.27 813.50 2,038.50 27 153 08/22/08, 2 18.25 812.50 811.50 2.039.50 27 2,040.50 27 154 08/23/06' 2 16.23 755 08/29/06 2 16.30' 815.00 2,037.001 27 156 09/01/06' 2 16.25 812.50 2,039.501 27 157 09(02106 2 16.58 829.00 2,023.00 27 158 ' 09104/06 2 16.58 829.00 2,023.00 27 159 09/06106 2 18.39 819.50 2,032.50 27' 160 09/09106' 2 16.43 821.50 2,030.50 27; 161 09/12/06 2 16.35 817.50 2,034.50 27 162 09/14/06 2 18.70_ 835.00 2,017.00 27 163 09/15/06 2 8 821.50 2,030.50 27 164 09/19/06' 2 16.40 820.00 2,032.00 27 165 09/23/06 2 16.64 832.00 2,020.00 27 166 09127/06 2 16.50' 825.00 2,027.00 27 167 09/29/06 2 16.55 827.50 2.024.50 27 168 09130/06 2 18.47 823.501 2,028.50 27 169 10/01106 2 16.55 827.50 2,024.50 27 170 10/03/06 2 16.53 828.50 2,025.50 27 171 10/04/06 2 16.53 826.50 2,025.50 271 172 10/06/06 2 18.63 831.50 2.020.50 27 173 10/07(06 2 16.36 818.00 2,034.00 27 174 10/11/06 2 16.72 836.00 2,016.00 27 175 10/12/06 2 17.17 858.50 1,993.50 27 176 10/13108 2 16.52 826.00 2,026.00 27 177 10/14/08 2 16.70 835.00 2,017.00 27 178 10/17/06 2 16.60 830.00 2,022.00 27 179 10/20/06 2 16.48 824.00 2,028.00 27 180 10/23/06, 2 16.70 835.00 2,017.00 27 181 10/28/06 2 16.80 840.00 2,012.00 27' 182 10/30/06' 2 16.87 843.50 2,008.50 27 183 11/02(06 2 16.90 845.00 2,007.00 27 - -- 184 11/04106 2 16.75 837.50 2,014.50 27 185 11107/06 2 16.92 846.00 2,006.00 27 186 11/09/06 2 18.80 840.00 2,012.00 27 187 11/13/06 2 16.76 838.00 2.014.00 27 188 11/14/06 2 18.99 849.50 2,002.50 27 189 11115/06 2 16.93 846.50 2,005.50 2,016.501- 2,012.00 27 190 11/16/06 2 18.71 835.50 27 191 11/20/06 2 16.80 840.00 27 192 193 11/21/06 2 16.90 845.00 2,007.00 27 11/25/08 2 16.821 831.00 842.50 2,021.00 2,009.50 2,009.50 2,001.00 2,004.00 27 194 11/26/06 2 16.85 16.85 17.02 27 195 196 11/31/06 2 2 842.50 851.00 27 12/02/06 27 197 12103/08 2 16.96 848.00 27 198 12104/06 2 16.91 845.50 2.006.50 27 199 12105/06 2 16.95 847.50 2,004.50 27 200 12/06/06 2 16.90 845.00 2,007.00 27 201 12108/06 2 18.80 840.00 2,012.00 27 202 12/09/06 2 15.83 841.50 2,010.50 27 203 12110/06 2 16.80 840.00 2,012.00 27 204 12111/06 2 18.89 844.50 2,007.50 27 205 12/12/06 2 16.80 840.00 2,012.00 27 206 12/13/06' 2 16.77 838.50 2,013.50 27 207 12/14/06 2 16.79 839.50 2,012.50 27 208 12/15/06 2 16.87 843.50 2,008.50 27 209 1 12/15/061 21 16.78. 839.001 2,013.00 27 Page 3 of 7 Pages H:1076811Tabulated Flows-R1.xls Heron's Nest RV Park Septic System #1 Use, sorted by Available Unused Capacity (Spaces) Septic Field #1 (1,901-gpd Average Capacity) Item number [Safe Cycles Minutes Effluent Pumped, gallons/day i Heron's Nest RV Park Septic System #1 Use, sorted by Available Unused Capacity (Spaces) Septic Field N1 (1,901-gpd Average Capacity) Item number Date Cycles Minutes Effluent ' Available Pumped, i Capacity in gallonsiday I gallons, at © pumping PEAK Design rate of 50- I Capacity (2,852 gpm. gpd) I Available Capacity in Spaces, el 75-gpd PEAK capacity per Space. (Spaces) Comments 286 05/04/07' 2 16.76 _ 838.001 2.014,00 27 287 05/05/07 2' 16.58 829-00, 2,023.00 27 288 05/06/07 2 16.70 835.00' 2,017.00 27 289 05/07/07' 2 16.68 834.001 2,018.00 27 290 05/09/07 2 16.70 835.001 2,017.00 27 291 05/10/07 21 16.70 835,00! 2,017.00 27 292 05/11/07, 21 16.68 834.00 2,018.00 27 293 05/12/071 21 16.72 838.00 2,016.001 27 294 05/15/07 2 10.74 837.00! 2,015.00 27 295 05117/07' 2c 16.86 843,00 2,009.00 27 296 05/18/07 21 18.84 842.00 2,010.00 27 297 05/20/07' 21 16.95 847.50 2,004.50 27 298 05/21/07 21 16.80 840.00 2,012.00 27 299 05/23/07 21 16.08 834.00 2,018.00 27 300 05/27/07 21 16.82 841.00 2,011.00 27 301 05/28/07 21 16.95 847.50 2,004.50 27 302 05/29/07 21 16.93 646,50 2,005.50 27 303 05/30/07 2 16.77 838.50 2,013.50 27 304 05/31/07 2 17,25 862.50 1,989.50 27 305 08/01/07 2 16.93 846.50 2,005.50 27 306 06/02/07 2 16.95 847.50 2,004.50 27 307 06/03/07 2 16.85 832,50 2,019.50 27 308 08/05/07! 2 18.84 842.00 2,010,00. 27 309 06/06/071 2 17.03 851.50 2,000.50 27 310 06/08/07' 2 16.80 840.00 2,012.00 27 311 06/09/07' 2 16.70 835.00, 2,017.00 27, 312 06/11/07. 2 18.90 849.00 2,003.001 27 313 08/15/071 2 16.95 847.50 2,004.501 27 314 06/161071 2 16.98 849.00 2,003.00! 27 315 06/24/071 2 17.14 857.00 1,995.00' 27 316 06/27/07, 2 17.12 856.00 1,996.001 27 317 07/02/071 2 18.95 847.50 2,004.501 27 318 07/03107 2 16.95 847.501 2,004.501 27 319 _ 07/08/07 2 16.70 835.00 2.017.001 27 320 07/10/07' 2 17.02 851.00 2,001.001 27 321 07/13/07 2 17.05 852.50 1,999.50; 27, 322 07/17/07; 2 16.90 845.00 2,007,001 27 323 07/18/071 2 16.97 848.50 2,003.50 27 324 07/23/071 2 17.12 856.00 1,998.00 27 325 07/25/07 2 18.98 849.00 2,003.00 27 326 07/26/07 2 17.02 851.00 2,001.00 27 327 07/28/07' 2 16,90 845.00 2,007.00 27 328 07/31/07! 2 16.90 845.00 2,007,00 27 329 08115(07 2 16.75 837.50 2,014.50 27 330 _08/16/07 2 16.99 849.50 2,602.50 27 331 08/22/07 2 16.91 845.50 2,006.50 27 - 332 08/25/07 2 16.74 837.00 2,015.00 27 333 08/27/07 2 16.88 844.00 2,008.00 27 334 08/29/07 2 17.12 856.00 1,996.00 27 335 09/02/07 2 17.08 854.00 1,998.00 27 336 09/04/07 2 16.97 848.50 2,003,50 27 337 09/05/07 2 17.15 857.50 1,994.50 27 338 09/07/07 2 17.25 862.50 1,959.50 27 339 09/10/07 2 16.93 846.50 2,005.50 27 340 09/12/07 - 2 17,15 857.50 1,994.50 27 341 09/13/07 2( 17.01 850.50 2,001.50 27 342 09/17/07 2 16.92 846.00 2,006.00 27 343 09/19/07, 2 16.94 847.00 2,005.00 27 344 09/20/07 2 16,85 842.50 2,009,50 27 345 09/21/07 2 16.85 842.50 2,009.50 27 346 09/23/07 2 17 850.00 2,002.00 27 347 09/25/07 2 16.87 843.50 2,008.50 27L 348 09/26/07 2 10.95 847.50 2,004.50 27 349 09/28(072 17.18 859.00 1,993.00 27 350 09/29/07 2 16.9 845.00 2,007,00 27 351 - 10103/07 2 17.23 861.50 1.990.50 27 352 10/05/07 2 17.15 857.50 _ 1,994.50 27 353 10/06/07 2 17.14 857.00 1,995.00 27 354 10/07/07 2 17.05 852.50 1,999.50 27 355 10/08/07 2 17.12 856.00 1,996.00 27 358 10/09/07 2 17.02 851.00 2,601.00 27 357 10/11/07 2 17.12 856.00 1,996.00 27 358 10/12/07 2 17 850.00 2,002.00 27 359 10/15/07 2 17.2 860.00 1,992.00 27 360 10/17/07 2 16.96 848.00 2.004.00 27 361 10/18/07 2 17.21 860.50 1,991.50 27 Page 5 of 7 Pages H:1076811i'abulated Flows-R1.xIs Heron's Nest RV Park Septic System 41 Use, sorted by Available Unused Capacity (Spaces) Septic Field 41 (1,901-9pd Average Capacity) Item number Date Cycles Minute s Effluent Pumped. gallonslday i pumping rale of 50- Spm. Available Capacity in gallons. at PEAK Design Capacity (2.852 gpd( Availabte Capacity in Spaces, al 75-90 PEAK capacity per, Space. (Spaces) Communis 362 10/20/07 21 17.051 852.50 1,999.50 271 363 10121/07 2 17.19 859.50 1.992.50 271 364 10/22107` 2 17.03 851.50 2.000.50 271 385 10/23/071 2 17.25 862.50 1,989.50 271 366 10/25/07 2 17.13 856.50 1,995.50! 27 367 10126/07' 2 17.2 860.00 _ 1,992.00' 271 368 10/27/071 2 16.77- 838.50 _ 2,013.50 271 369 10/31707 2 16.82 831.00 2,021.00 27' 370 11)01/07 2 16.82 831.00 2,021.00 27. - 371 11/04/07 2 16.83 841.50 2,010.50 27i 372 11/05/07 2 16.9 845.00 2,007,00 27 373 11/06/07 2 16.88 844.00 2,008.00 27 374 11/07/07 2 18.97 848.50 2,003.50 27, 375 11/08/07 2 16.77 838.50 2,013.50 271 376 11/10/07 2 17.14 857.00 1,995.00 27 377 11/13/07 2 16.52 826.00 2,026.00 27 k 378 11/14/07 2 18.73 836.50 __ 2.015.50 27 379 11/19/07 2 16.98 848.00 2,004.00 380 11/20/07 2 16.6 830.00 2,022.00 381 11/23/07 2 16.82 841.00 2,011.00 27: -- 382 11/25/071 2 17.2 860.00 1,992.00 27 383 11126/07! 2 18,82 841.00 2,011.00 27 384 11/27/071 2 17.12 856.00 1,996.001 271 385 11/28/07' 2 16.94 847.00 2,005.001 271 386 11129/07 21 16.59 829.50 2,022.50 27, 387 11/30/07: 2 16.611 830.50 2,021.50 271 388 12)03/07! 2 18.8 840.00 2.012.00 27' 389 12/05/071 2 16.93 846.50 2,005.50 27 390 12/07107; 2 16.85 842.50 2,009.501 27 391 12/11/07; 2 16.92 846.00 2,006,001 27 392 12/13/07' 2 17.1 855.00 1,997.COF 27 303 06/12/07 2 12.40 620.00 2,232.00 301 394 09/05/06 1 8.30 415.00 2,437.00 321 395 09)07/06; 1 8.30 415.00 2.437.00 32 396 09/13/061 1 8.28 414.00 2,438.00 33 397 09/16/06 1 8.37 418.50 2,433.50 32 398 09/22106; 1' 8.33 416.50 2,435.50 32 399 10/02/064 1' 8.43 421.50 2,430.50 32 400 10/10/06 1 8.52 426.00 2,426.00 32 401 10/16/06 1 8.40 420.00 2,432.00 32 402 10/18/06 1 8.35 417.50 2,434.50 32 403 10/19/06 1 8.331 416.50 2,435.50 321 404 10/21/06 1 8.55 427.50 2,424.50 32 405 11/01/06 1 8.30 415.00 2,437.00 32 406 11/17/06 1 8.27 413.50 2,438.50 33 407 11118/06 1 8.37 418.50 2.433.50 - 32 408 - 11/22/06 1 8.30 415.00 2,437.00 32 409 11/24/06 1 8.30 415.00 2,437.00 32 410 11)27/06 1 8.33 416.50 2.435.50 32 411 11/29)06 1 8.33 416.50 2,435.50 32 412 11/30/06 1 8.32 416.00 2.436.00 32 413 12/16/06' 1 8.35 417.50 2,434.50 32 414 12/22/06 1 8.37 418.50 2,433.50 32 415 12/25/06 1 8.37 418.50 2,433,50 32 416 01/01/07' 1 8.48 424.00 2,428.001 32 417 01/14/07 1 8.55 427.50 2,424.50 32 418 419 01/16/071 1L 8,40 420.00 2,432.00 32 02/06/07( 1 8.37 418.50 2,433.50 32 420 02/09/071. 1 8.50 425.00 2,427.00 32 421_02/10/071 422 02/10/071 1 8.37 418.50 2,433.50 32 02/121071 1 8.40 420.00 2,432.00 32 423 424 02/14/071 1 8.45 422.50 2,429.50 32 02/16/07: 1 8.43 421.50 2,430.50 32 425 02/17/07: 1 8.33 416.50 2,435.50 32 426 02/20/07; 1 8.43 421,50 2,430.54 32 427 02/21/07; 1 8.43 421,50 2,430.50 32 428 02/23/071 1 8.47 423.50 2,423.50 - 32 429 02/24/07, 1 8.40 420.00 2,432.00 32 430 02/25107!1 8.40 420.00 2,432.00 32 431 02/26/071 1 8.37 418.50 2,433.50 32T 432 02/27/07 1 8.40 420.00 2,432.00 32 433 03/04/07 1 8.35 417.50 2,434.50 32 434 03/08/07 1 8.47 423.50 2,428.50 32 435 1 03/09)07 1 8.40 420.00 2,432.00 32 436 03/11/07! 1 8.40 420.00 2,432.00 32 437 9 03/14/071 11 8.471 423 50 2,428.501 32 Page 6 of 7 Pages H: 1076811 Tabulated Flows-R1.xls Heron's Nest RV Park Septic System #1 Use, sorted by Available Unused Capacity (Spaces) Septic Field #1 (1,901-gpd Average Capacity) Item number Patel Cycles Minutes Effluent Pumped, 9altonsfday @ pumping rate of 50• gpm. Available Capacity in gallons. at PEAK Design Capacity (2,852 gpd) ' Available I Capacity In Spaces, at 75•gpd PEAK capacity per Space. (Spaces) Comments 438 03/16/07 1 8.43 421.50 2,430.50 32 439 03/17/07 1 8.47 423.50 2.428.50. 32 440 03119/07 1 8.40 420.00 2.432.00 32 441 03/22/07' 1 8.55 427.50 2,424.50 32 442 03/24/071 1 8.57 428.50 2,423.50 32 443 03726/07 1 8,48 424.00 2,428.00 32 444 04/03/071 1 8.43 421.50 2,430.50 32 445 04/06707 11 8.40 420.00 2,432.00 32 446 04116107 11 8.47 423.50 2,428.50 321 447 04/23/07 1 8.40 420.00 2,432.00 32 448 04/29/07' 1 8.30 415.00 2,437.00 32 449 05/13/07 1 8.42 421.00 2,431.00 32 450 05(16107' 1 8.30 415.00 2,437.00 32 451 05/19/07 1 8.38 419.00 2,433.00 32 452 05/22/07 1 8.33 418.50 2,435.50 32 453 05/24/07' 1 8.47 423.50 2,428.50 32 454 05/26/07' 1 8.37 418.50 2,433.50 32 455 06/04/07 1 8.42 421.00 2,431.00 32 456 09/15/07 1 8.521 426.00 2,426.00 32 457 09/18/071 1 8.43 421.50 2,430.50 32 458 09/24/071 1 8.47 423.50 2,428.50 32 459 10/01/07' 1 8.43 421,50 2,430.50 32_1- 2J460 460 10/30/071 1 8.281 414.00 2,438.00 33 461 11/02/07' 1 8.271 413.50 2,438.50 33 462 11/21/07 1 8,451 422.50 2,429.50 32 463 11122107' 1 8.351 417.50 2.434.50 32 464 11/24/071 1 8.781 439.00 2,413.00 32 465 08/24/061 1 7.981 399.00 2,453.00 33 466 08/25/06' 1 8.051 402.50 2,449.50 33 467 08/28/061 1 8.251 412.50 2,439,50 33 468 08/30/061 1 8.081 404.00 2,448.00 33' 469 08131/061 1 8.12 408.00 2,446.00 33 470 09/08/061 1 8.201 410.00 2,442.00 33 471 09/11/061 1 8.231 411.50 2,440.50 33 472 09/18/061 1 8.20 410.00 2,442.00 33 473 09/20/06 1 09/21/06i 1 8.20 8.251 410.00 412.50 2,442.00 2,439.50 33 33 474 475 09/251061 1 8.12 406.00 2,446.00 33 476 09/26/061 1 8.13 406.50 2,445.50 33 477 09/28/066T 1 8.18 409.00 2,443.00 33 478 10/05/06, 1 8.08 404.00 2,448.00 33 479 10/09/081 1 8.15 407.50 2,444.50 33 480 03/10/071 0 0.001 0.00 2,852.00 38 Anomalous data - ignore as inaccurate. Page 7 of 7 Pages H;1076814Tabulated Flews -R1 xls Heron's Nest RV Park Water and Septic System Use Records Septic System Use. by Pumping Time and Pumping Rate of SOlpm. (gallons/minute) Septic Pump Sys:ern 41 1,901 ,pd Average Capacity) (NEW Fiberglass Tank) Septic Pump System R2 (1,000 -god Average Capacity) (010 Ccncrete Tank) 41 Combined Daily Water Use MINUS Daffy Combined Septic Flows (gallons/day) » Negative Values (in Red) indicate more water through both septic systems than was pumped from the well. "' Date Main Well Meter (gallons/day) Restrooms, Washing Machines & 9Total Cycles Office Water Meter (gallcns/day) Comments/Anomalies Available Cacacily in gallons. hSnutes DellcrsDay beyond PEAK Design Capacity I 12,352-c d Atiailable Capacity in .r:;s. a' 75 -gra PEAK capacity per Lmt Available Capacity in gallons, C} as, 1 hru'.es Gallcns,Dayi Legend PEAK Design Capacity I 12,850 Fd! Available Capacity in units, at I 75 -cod PEAK capacity per unit. Fields & 42 Flew (gallons/day) 02/21/06 1,990 •"I - " "I f 02/22/06 1,850 •- - • ni " - "1 - « 02123/062,590 • - w w "i - - •' - - , 02/24/062 380• " " w ., 02/25/062,100 - w 02/26/062,090 • • - " w , 02/27/06 3,230 , - 1.200 . al. used to flush lank w " - " w " 02/28/06 2,610 - - " - .! - i - 02/29/06 2,020 - w " w ,, w ,. w 03/01/06 1,316 - " " - " " 03/02/06 1,954 " - • . w . w w " 03103/06" 1,980 • • - � w - , 0304/08 1,990 - " w " - w " " , w 03/05106. 1,490 "• w " , w "� " 03106/062,520 " - , " " " - - - " 03/07/061,520 - " " - ... , - 03106!061 580•- • " - " " w "' I " 03/09/061,460 - - " « , " " " " " " " 03110r061,410 - " . „ " "� " 03111!06- 3.160 - w , w w " 03/12106 2,780 - •- " w -r w . " 03113/06 2.580 , - - " „ " w " 03114/061,720 •• - " w - " " w - - 03/15/06 2,270 " " - ,. " - " - 03116/062,350 • " • " w " w " 03/17/06 1,920 - " •- - " " " w - 03/18/08 1.340 03/19/061,800 - • " - . - , w 03/20/06" 2,350 " 03/21/06 2,070 - " , w " 03722/06 2,210 '- - 03123/06 ------ 1.970" - ---- --- - _-.-.._ w - 03/24/06 1,350 • 03125.06" 2,210 . - " w . " 03/26/06 2,210 - - w . " - " " 03/27/06 2390 " .r " .�-- - - 03/28/06 2,600 • w . - w . w " " 03/29/062.7 _ - ----- " " " " " , - 03/30106" 2.800 • • ^ " " " " w w 03/31/06 ' 2.4 " " " " 04101/062,362 w . . w . " Page 8 of Pages 24 6/2/20083;23 PM H: 107631\Tabulated Flows-20080529.xls Heron's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Septic System Use, by Pumping Time and Pumping Rate of 50-gpm. (gallons/minute) Septic Pump System 41 (1.901-gpd Average Capacity) (NEW Fiberglass Tank) Septic Pump System 42 (1,900 gpd Average Capacity) (OLD Concrete Tank) 2 Combined Daily Water Use MINUS Daily Combined Septic Flows (gaalons/day) „ Negative Values (in Red) indicate more water Through both septic Date 04/02(06, Main Well Meter (gallons/day) 3,200 Restroems, WashingMachines & Office Water Meter (gallons/day) - - - Comments/Anomalies Cycles Minut_s Gallons/Day Avaatatte Capacity in gallons. Available Capacity in units, of beyond PEAK Design Capacity 7:-gpd PEAK capacity per 2,852 , unit,1 Cyces, Miinut_s Gallen Day Available Capacity r Fields 1 & yin gallons, Available Capacity in units, at Total Ftow (951icns/day) beyond PEAK Design Capacity 75 -god PEAK capacity per (2,850-c d) unit. systems than was pumped from the well. " "I " " « 04(03/06 1,952 "I " " - "f " " 04/04/06 2,948 - - -I " " , « - „ ' " ,, 04/05/062,770 ,." 04/06/06- 2,462 - - " " , - „ "r " -R 1 - 04/07/06 2,480 " " » -j -; " " 04/08/06 2,388 « - " " " " ..- , " O4/09/06 2,400 - -•"® " " " .+ , , 04/10/062,410 " " " " " 04/11/06 2.39! " " - ,�I " - - "I - 04/12106 2,31 r " " " » " - , " 04/13/06 2,97{ • - - " " ^I » "' " I "I -' " 04/14/06 2,31• - . - " " - moi- - - " - " » 04/15/06 2,286 „ , 04/161052,266 04/17!06 2.27; - » " , - - - " - " , " 04118106 2"276 - - - " " •04/19/06 - » - ! II I " 2,276 • • " " - " - „ - - „ - 04/20/06 2,0 •, " " - » " " „ " 04121/06 2,0Sr " » " - „ " " " - 04/22/06 2,05! - " - " 04/23/06 2,050 - " » « , „ 04/24106 2.050 - - " • " " " " 04125(061,710 •, , " " , - - - - - - ", 04!261051,947 • - " » " « 04/27/06 1.947 - - - " - - - 04/28/06 1,947 " - " " " , " „� 04!29/06 1,947 " , " " „ » " - - - - - - - - - - - - - " 04/30106" 1.948 « " » ''" 05101!06 1,948 - « » " '' „ 05/02/06 1,947 • , , " « " " " 05/03/06 _ 1,948 • '•" " , " „ - - 05/04/06 05105106 1,951 1.880 - • " " „ " " „ " " - - " -- " „ " 05106/06 _ - 1,880 " • " " " " " " " -.4_- " 05!07/06 1,880 -• • " " - - - --- " -- - 05148106 1,887 » ,� -4 05109106 1,888 a , " « « " " " - 05/10/06 - - 1,888 " " " - - " " " " " " - _ - -- 05/11(06 1,888 • - • " »• .I „ 05/12/06 1888 „ " Page 9 of Pages 24 6/2/20083:23 PM H:\07681 \Tabulated Flows-20080529.xls Heron's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Septic System Use, by Pumping Time and Pumping Rate of 50-gpm. (gallons/minute) Septic Pump System 41 (1,90110 Average Capacity) (NEW Fiberglass Tank) Septic Pump Systern :2 (1,9C0-gpd Average Cacacity) (OLD Concrete Tank) Daily Water Use MINUS Daily Combined Septic Flows (gallons/day) Fields mi 82 Combined " Negative Values (in Red) indicate more water through both septic Date Main Well Meter (gat/ens/day) ms, Washing Machines 8 Office Office WaterMeter (gellons/day) Comments/Anomalies Cycles Minutes DallcnsiDay Available Capacity in gallons. Avattable Capacity in units, at A beyond PEAK Design Capacity i 75gpd F 1K capacity per (2,852 ed) unit. Cycles j 1 Available Capacity in gallons. Available Capacity in units, at Minutes Dalicns.Day • teyend PEAK Design Capacity 75-gpd PEAK capacity per (2,850-c c) unit. systems than was pumped from the well. " Total Flow(gallons/day) 45113106 1,888 "I "s " » " " 05/14/06 1.88$ - 05/15/05 1.888 • " " » "i »! " 05/16/06 1.888 , " " 05/171061.8$8 - " " . , " " ! » 05/18/061,881 - " " ,. ,. ,I " 05/19/06- 3,040 Water leak in mens bathroom, " " " ". " 05/20/06 2.020 " " " " " , " ii I 05/21106 1.870 " " '' " " " " - " 05/22/06 2.060 •" " " 05123/052.070 " » " - 05124/06 1,934 " " " " " " " - "I " "1 " 05/25106- 2,020 " " 05126/06 1,$90 •» " " " " " " ! " " ` » " '� » 05/27/06 1840 " " " " " " " " 05/28/06 06/291061630 1,820 - -_ " » " " " " " - " „ - 05/301061,950 " " " - " » " " " " " " " » " " 05/31/06" 2,660 „ " " » " " " 06101/06" 2.510 " " " • » " 06102/06 1,490 " " " " ., " » "I " 06/03/06 1,610 - "� " " " » » • " » 08/04/06 06/05106 1,800 2.220 - " " " » - » " " - " 06106/06" 2,014 " " 06/07106 3,280 " " " " 06/08/06 2,800 " " 06/09/06 3 • • Doubtful Data -_ „ " " 06/10/06 2,570 „ » " " 06/11/062 450 08/12/06" 2,490• " " " " " " 06/13062.390 06/14106 2,121 • " 06115/062,121 " - " " " 06/16/06 2,121 • " » " " " » " - — 06/17/06 2,121 , - - " " " " " » " - 0611$/06 2.121 - — " " - " 06/19/06 2,125 - " " " » "• - - - 06/20/061.940 - "' " " » I 06/21/062.210 " " " » " " .•}� -- - - — — - " 06/22/06 2,210 Page 10 of Pages 24 6/2/20083:23 PM H:1076811Tabulated Flows-2008052g.xls Heron's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading - Septic System Use, by Pumping Time and Pumping Rate of 50.gpm. (gallons/minute) Septic Pump System 41 (1,501-gpd Average Capacity) (NEW Fiberglass Tank) Septic Pump System 82 (1:500-gpd Average Capacity) (OLD Concrete Tank) N1 S �2 Combined Oaily Water Use MINUS Daily Combined Septic Flows (gallons/day) « Negative Values (in Rad) indicate more water through bosh septic Date Main Well Meter (gallons/day) Restrcoms, Washing Machines & Office Water Meter (gaflonslday) Comment Anomalies Cycles Gnutes Gallonsay h;C Available Capacity in callers, beyond PEAK Design Capacity 12552 -god) Available Capacity in units, at 75-gpd PEAK capacity per unit. Cycles 1 htinut=_s ! Available Capacity in gallcns, i Avaitable Capacity in units, at Gams. bay beyond PEAK Design Capacity ! 75 -,pd PEAK capacity per (2.550-cpo) I unit. Fields Total Flew (gallcns/day} systems than was pumped from the well. `• 06/23/062,200 - - • " • -" - -� C 06/24/06 2,244 - " " • - " - • 06/25/06 2,250 • • - • 1 " " " " 06/26/062,250 - - • , •� " I " 06/271062,250 • _ " " - _ , .. " - " 06{28/06" 2,250 • , 06/29!08• 2,241 • " " , -I " " 06/30/06• 2,300 • _ - • " " 1 " - 07/01/062,300 • • • " " " " " - " 07/02/06" 2,300 •- " " • • " " 07/03/06" 2,300 • " - "� - 07/04/062,280 " 1 "i " _ - 07/05/062,490 " " - " " " " 07/06/06 2,220 • - • - - 07/07/062,220 R , •1 - 07/08/062,230 • • "I " 07/09/06", • • " : 1 " " " " 07/10/062,160 - " • • 07/11/062,090 •• " " - • - - • 07/12/06 2,610 - •- " " - • ,1 •- 07/13/06 2,610 • • • " - - - , • • 07/14/06 2,610 " " • • - - I • - 07/15l06 2,610 . " . „ - - .{ - ,I " 07/16/06 2;810 " " • • " " " • " • " 07/17/06" 2,610 - • •• " " " " " " • 07/18/062,610 - • " • , „ •� • 07/19/062,640 • " - • - • " • - 07/20/06 2.320 - " • " • " 07/21/06 2,210 • • " " - • " • 07/22/06 2,220 " - , - • • " 07/23706''- 2500 " " 07/24/06" 2,580 • - . - " • - " • " " - " -- 07125106 2,490 , -- s- - • - - - " " " " - ... ____ - - -- -- -• - " • • - .--_- _ "i -w.- " " T- . " - --- " • --- N " - 07/26/06 --- - 07127J06 - __ 1,840 - -- 1, 910 - - - » - - - - " y " • 07/28/06 2.95tl • 07/29/06" 2,010 " • w - •l -•. " -. _ -- --- - .. -. - - 07/30/062,010 - - --- - " • " " • „ 07/31/06 2010 " - " " " " 08!01!06 2,010 • " 7 • - " " " 08/0205 2,010 . - -1 " • Page 11 of Pages 24 6/2)20083:23 PM H:S076811Tabulated Flows-20080529.xts Heron's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Septic System Use, by Pumping Time and Pumping Rate of 50 -spm- (gallonslminute) Septic Pump System 41 (1,901 -pd Average Cacao;ly) (NEW Fiberglass Tank Septic Pump System R2 (1,900 ;pd Average Capacity) (OLD Concrete Tank) Fields Ri & R2 Combined Daily Water Use MINUS Deity Combined Septic Rows (gallons/day) » Negative Values (in Red) indicate more water through both septic Date Mein Well Meter (gallons/day) Rasirxms, Washing Machines & Office Water Meter (gallons/day} Commenis/Anomalies Cycles+ Minutes Gallcns: Day I Available Capacity in gallons. beyond PEAK Design Caoaoty {2.55210d) Available Capacity in units. at 75 -god PEAK capac,ly per unit. Cycles Minutes Gallons:Day Available Capacity in gallons, beyond PEAK Design Capauty /2,850-Cpd) Available Capacity in units, at f 75 ;pd. PEAK capacity per unit. Total Flow (gallons/day) systems than was pumped from the watt. "" " " " " " 08/03/06" 2,010 - - • 08034/06 2,010 "+ " « " "I " 08/05/06 2,010 - - • / " " r » " ^� " " " 08/06/062,010 - " " 08/07/062,010 • , " • • " " " " " " 08108/06" 2,010 - - - " " « " " 08/09/06" 2,010 " » , " " " " "1 " " " 08/100062,010 • - 08/11/062,010 " " " " " "1 " _ " 08/12/06" 2,010 - " . " " " " owl 3/O61 ,980 08/14/061,887 " " " "I " " 1 " 08/15/06 1,887 " « " .� - 08/18/06" 1,886 - " , " "! . " " 08/17/06' 2,720 • •" " " " " " " " " " " "� " •1 "E " " " 08/18/06" 2,100 - - ' :::::: 2190 - f./ 2,200 Well data averaged out. " - - 08/21/06 2,200 • - Begin Tracking Or Septic Usage 2 16.27 813.50 2,038.50 27.00 3 8.92 448-001 2,404.00 32.00 1,259.5 940.50 08/22/06 2,200 Well data averaged out. 2 16.25 812.50 2,039.50 27.00 3 9.00 450.00 2,400.00 32.00 1,262.5 937.50 08/23/062,200 - - Well data averaged ou8. 2 16.23 811.50 2,040.50 27.00 31 8.95 447.50 2,402.50 32.00 1,259.0 941.00 08124/06 2,200 - Well data averaged out 1 7.98 399,00 2,453.00 33.00 1 2.95 147.50 2,702.50 36.00 546 5 1,653.50 08/25106 2,200 • - Well data averaged out. 1 8.05 402.50 2,449.50 33.00 31 8.87 443.50 2,406.50 32.00 846.0 1,354.00 08126/06 2,200 Well data averaged out. 4 3 1 33.38 24.79 8.25 1,668.00 1,239.50 412.50 1,184.00 1,612.50 2,439.50 16.00 22.00 33.00 4 3 4 11.88 8.75 11.87 594.00 437.50 593.50 2,256.00 2,412.50 2.258.50 30.00 2,262.0 32.00 1,677.0 30 00 1,006.0 (62.00) 523.00 1,194.00 08/27/06 2,200 Well data averaged out. 08/28/06 2,200 " Well data averaged out. 2,249.50 / 30.00 1,415. 784.50 08/29/06 2,200 • Well data averaged out. 2 16.30 815.00 2,037.00 2700 r 4 12.01 600.50 08/30/082420 -•1 8.08 404.00 2,448.00 33.00 2 6.10 305.00 2,545.00 34.00 709.0 1,711.00 2,401.00 32.00 8550 995.00 08/31/06 1.850 " Wel data averaged out. 1 2 2 8.12 16.25 16 58 406.00 812.50 829.00, 2,446.00 2,039.50 2,023.00 33.00 27.00 27.00 3 2 1 8.98 5.97 2.92 449.00 298.50 14600 2,551.50 2,704.00 34.00 1,111.' 36.00 975.0 739.00 875.00 09/01/06 1 650 • Well data averaged out. 09/02/06 1850 Well data averaged out. 09/03/06 1,850 ' Welt data averaged out. 3 24.71 1,235.50 1,618.50 22.00 0 3 3 5 2 2 0.00 9.57 8.821 14.83 6.15 5.95 0.00 478.50 441.00 741.50 307.50 297.50 NO DATA NO DATA INCOMPLETE INCOMPLETE 09/04/06" 1.850 Well data averaged out. 2 1 18.58 8.30 829.00 2,023.00 415.00 ---- -- 2,437.00 27.00 - 32.00 2,371 50 32.00 1,307.5 542.50 09/05106 09/06/06 1',850 1,850 - •- Well dela averaged out. Well data averaged out. - 2,409.00 32.04 656.0 - 994.00 2 16.39 819.50 2,032.50 27.00 2,108.50 28CO289.00 e- 1,561.0 09/071061 1,850 -----• • • • Well data averaged out. 8.30 415.00 2,437.00 32.00 2,542.50 2,552.50 34.00 7223 34.00 707.5 1,127.50 1,142.50 09/08/06 1.850' Well data averaged out. 1 8.20 410.00 2,442.00 3300 09/09/06 1,860 - 2,553,50 - -.--- 3400 1,118.0 742.00 2 18.43 821.50 2,030.50 27.00 2 1 1 5.93 2.98 3_00 296.50 149.00 150.00 09/10/06 1 855 Well data averaged out. 2,701.00 36.00 -. 1,397. 457.50 ,.. _. __ 3 24,97 1,248.50 1,603.50' 21.00 09/11/068.23 09/11/061 1,855 • Well data averaged out.561. 8.23 -pppfff 411.50 2,440.50----' 33.00 2,700.00 36.00 1.293.50 -_ --_ 09/12/06 1,655 ' Well data averaged aut. 2 16.35 817.50 2,034,50 27.00 3 8.90 445.00 2,405.00 32.00 1,262. 592.50 Page 12 of Pages 24 6/2/20083.23 PM H;\07681\Tabulated Ftows-20080529.xts Heren's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Septic System Use, by Pumping Time and Pumping Rate of 50•gpm. (gallons/minute) _ Septic Pump System 81 (1,901-gpd Average Capacity) (NEW Fiberglass Tank) Septic Pump System 82 (1,9C0•gpd Average Capacity) (OLD Concrete Tank) & Daily Water Use MINUS Deity Combined Septic Rows {gallons/day) " Negative Values (in Red) indicate more water through both septic Oats Main Well Meter (gallons/day) Restrooms, Washing Machines & Office Water Meter (gallons/day) CommentslAnomalles Cydes d9nutes Available Capaciity in gatlons, Gallcns,Day beyond PEAK Design Capacity (2,852rpd) Available Capacity in units, at 75-gpd PEAK capacity per unit. 1 Cycles I Minutes I Available Capacity in gallons. Gallons/Day beyond PEAK Design Capacty (2,850-Q001 Available Capacity in arils, at! 75-90 PEAK capacity per unit. Fields :1 :2 Combined Telat Flow {galien5lday} i ' systems than was pumped From the well. 09113106 1,955 • Well data averaged cut. 1 2 2 8-28 16.70 16.43 414.COi 2,438.00 835.00 2,017.00 821.801 2,030.50 33.00 27.00 27.00 2 5.551 297.50 1 1 3.001 150.00 2.552.50 34.001 2,700.00 36.001 711.5 985.0 1,243.50 970.00 09/14/06 1,955 Well data averaged put. - 09/15!061,995 Well data averaged'out. 4� 12 051 602.50 2.247.50 30.001 1,424.0 571.00 09!18!06 1, 860 1 8.37 418.50 2,433.50 32.00 51 15.00 750.00 2,100.00 28.COI 36.001 34.00 1,168.5 1,400.0 749.0 791.50 500.00 1,191.00 09!17!06 1,400 Well data averaged out. 3 1 24.92 8.20 1,246.00 410.00 1.606.00 2,442.00 21.00 33 Ce 1 ` 3.0811 154.00 2,696.00 5.98! 259.00 2,551.00 � 09118/08 1,900 Well data everag_ed out. 09/19!06 1,900 Well data averaged out. 2 16.40 820.00 2,032.00 27.00 11 3.021 151.00 2,699.00 36.00, 971.0 929.00 09/20/06 1,900 , Well data averaged out. 1 8.20 410.00 2,442.00 33.00 2' 6.02 301.00 2.549.00 34.001 711.01 1,189.00 09!211061940 Well data averaged out. 1 8.25 8.33 412.50 2,439.50 416.50 2,435.50 33.06 32.00 151 46.13 01 0.00 2,306.50 0.00 543.50 NO DATA 7.00 NO DATA INCOMPLETE 416.5; INCOMPLETE 1,483.50 09/22/06 1,900 Wall data averaged out. 09/23/06 1,900 Well data avers s ed out. 2 16.64 832.00 2,020.00 27.00 2 5.87 293.50 2,556.50 34.00 36.00 1,125.5' 774.50 i 78.50 1,821.5 09/24/06 1,900 , " Well data averaged out. 4 33.45 1,672.50 1,179.50 16.00 1 2.98 149.00 2,701.00 09/258361900 " • WeJi data averaged out. 1 1 8.12 8.13 406.00 406.50 2,446.00 2,445.50 33.000 33.001 1 0.00 0.00 3.02 151.00 2,850.00 2,699.00 38.00 36.00 406.0 1,494.00 557.5 1.342,50' 09/26/061,800 Weil data avera•ed out. 09/27/06 1 - Well data averaged out. 2 16.50 825.00 2,027.00 27.00) 0 0.00 0.00 NO DATA NO DATA INCOMPLETE INCOMPLETE 09/28/061900 Well data averaged out. 1 8.18 409.00 2,443.00 33.00 0 0.00 0.00 NO DATA NO DATA INCOMPLETE INCOMPLETE 09/29106 1,900 " Well data averaged out. 2 2 16.55 16.47 827.50 823.50 2,024.50 27.00 2,028.50 27.00 0 2 0.00 0.00 6.07 303.50 NO DATA 2,5466.50 NO DATA. INCOMPLETE INCOMPLETE 09/30/06 1,900 • Well data 9v®r5ged out. 34.00{ 1,127.01 773.00 10/01/06 1,830 2, 16.55 827.50 2.024.50 27.00 1 2.98 149.00 2,701.00 6 CO 976.5• 853.50 10/02/08 1,860 Well data averaged out. 1 8.43 421 50 2,430.50 32.00 0 0.60 0.00 NO DATA NO DATA 421 5f 1,538.50 10/03/06 1,960 Well data averaged out, 2 2 1 2 2 3 1 16.53 16.53 8.08 16.63 16.36 25.11 8.15 826.50' 826.50' 404.00 631.50 818.00 1,255.50 407.50 2,025.50 2.025.50 2,448.00 2,020.501 2,034.00 1,596,50 2,444.50 27.001 27.00 0.00 33.00 27.00' 27.001 21.00 33.00: 0 0 1 4 3 2 0 1 0 0.00 2.93 12.17 9.11 6.02 0.00 2.93 0.00 0.00 0.00 146.50 608.50 455.50 301.00 0.00 148,50 0.00 NO DATA NO DATA 2,703.50 2,241.50 2,394.50 2,549.00 NO DATA 2,703.50 NO DATA NO DATA 826.5i 1,133.50 10/04/06 1,960 Well data averaged out. NO DATA. 36.00 826.5 1,133.50 550.51 1,409.50 10/05/06 1950 Well data averaged out. 10/06/06 1,960 Well data averaged out. 30.00 32.00' 34.00• NO DATAi 36.00 NO DATA NO OATAi NO DATAi 1 440.01 - 520.00 1,273.5 686.50 1,556.51 403.50 INCOMPLETE, INCOMPLETE 572.51 1,387.50' INCOMPLETE INCOMPLETE INCOMPLETEyI INCOMPLETE I INCOMPLETE. INCOMPLETE 10107/06 1,960 Well data averaged out 10/08/06 1,960 Weifdataaverag lout. 10/09/06 1,960 - Well data averaged cut. 10/10/06 1,960 Well data averaged Out. 1 2 8.52 16.72 426.00 836.00 2,426.00 2,016.00 32.00 27.00 10/11/06 1,960 Well data averaged out 10/12106 1,960 Well data averaged out. 2 2 2 17.17 16.52 16.70 858.50 826.00 835.00 1,993.50 2,026.00 2,017.00 27.00 27.00 27.00' 0 0 0 1 0.00 0.00 0.00 3.00 0.00 0.00 0.00 150.00 �� NO DATA NO DATA NO DATA 2,700.00 10/13/06 1,960 " Well data averaged ouL 10/14/06 _______-- 10/15/06 __ --____ �,9i. -.--_-- 1,9fi0 " •- __ - rt-- ----- , •----- 'Nell data 2uer8 ed out. _ Well data averaged out. NO DATA INCOMPLETE INCOMPLETE ---- 3 1 --------- 25.26 8.40 1,263.00 .._ 420,00 - --- ------ --- c _- 1,539.00 _ 2,432.00 _.-------- 21.0C 32.00 - 36.00 __ 547.00 1.413.01 - 10/16/06i --_-- - 01 0.00 0.00 2,850.00 38.00. 420.0 1,480.00 10/17/06 10118/08• --i 1,900 - -_ 1,700 --- Well data averaged Out, Well data averaged out. 2 18.60 83.0.00 2,022 00 27_00 11 3.05 152.50 2,697.50 982.5' 717.50 1 8.35 417.50 2,434.50 32.00 '36.00 30.00, i 664.50 1,035.5 4 12.36 618.00 2,232.00 10119/06 1,700 Well data averaged out. 1 8.33 416.50 2,435.50 32.00 0 0.00 0.00 NO DATA NO DATA INCOMPLETE INCOMPLETE -- - 10/20/063,460 , , 2 16.48 824.00 2,028.00 27.00 0 0 0.00 0.00 _ _ 0.00 NO DATA 0.00 NO DATA - - - - NO DATA - -- - - - - -v- INCOMPLETE: INCOMPLETE 10/21/06 1,700 Well data averaged out. 1 8.55 427.50 2.424.50 32.00 NO DAT INCOMPLETE INCOMPLETE 10/22/06, 1,700 , Well data averaged out. 3 - 25,60 1,230.00 1,572.00 21.00 NO DATA INCOMPLETE, INCOMPLETE 0 0.00 0.00 NO DATA _ - 10/23/061 700 Well data averaged out. 0 0.00 0.00 NO DATA 2 16,70 835.00 2,017.00 27.001 NO DATA INCOMPLETE INCOMPLETE Page 13 of Pages 24 6/2120083:23 PM H0076811Tabufated Flours -20080529.x16 Heron's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Septic System Use, by Pumping Time and Pumping Rate of 50-gpm. (gallons/minute) Septic Pump System R1 (1,901-gpd Average Capacity) (NEW Fiberglass Tank) r- c e Septic Pump System R2 (1.900 -god Average Capacity) (OLD Concrete Tank) Fields 41 8 e2 Ccmbinetl Daily Water Use MINUS Daily Cambmed Septic Flows (gallons/day) •• Negative Values (in Red) indicate mare water through both septic Date Main Well Meter (9allonstday) Restrocros, Washing Ivlachines 81 Office Water hfeter(gallonslday) Comments/Anomalles Cyc,esl hfnulas I Gallons/Day Available Capacity in gallons. beyond PEAK Design Capacity (2,852-gpd) Available Capaaty In units. at 75 Fd PEAK capac.ty per unit- Cycles hlonutesI Gallcns/Oey Available CapacEly in gallons, Available Capacity units, a! beyond PEAK Design Capacity 75 -god PEAK capacity per (2,850-opd) ' unit- Total Flcw (gallons/day) systems than was pumped from the well. 10/24/06 1,700 Well data averaged out. 3 3, 25.67 1.233.50 26.101 1,305.00 1,508.50 1,547.00 21.00 21.00 0. 0-00 0 0.00 0.00 0.00 NO DATA] NO DATA NO DATA NO DATA INCOMPLETE, INCOMPLETE1 INCOMPLETE INCOMPLETE 10/25106 1,700 ` Well data averaged out. 10/26/06 1,700 • Well data averaged out. 3 25-411 1,270.50 1,581.50 :t.CG Q 0.00 0.00 NO DATA NO DATA INCOMPLETE INCOMPLETE 10/27/06 1,700 Weil data averaged out. 31 25.56 1,273.00 1,574.00 21.0C 0 0.00 0.00 NO DATA NO DATA INCOMPLETEPp INCOMPLETE NO DATA INCQMPLETEI INCOMPLETE 10/28/06 1,700 Well data averaged out. 21 16.801 840.00 2,012.00 27.00 0 0.00 0.00 NO DATA 10)29/061.700 • • Well data averaged out. 41 34.09 1,704.50 1,147.50 15 00 0 0.001 0.00 NO DATA NO DATA INCOMPLETE INCOMPLETE 10130/061.700 " - Well data averaged out. 2' 18.87 843.50 2.008.50 27.00 0 0.00 0.00 NO DATA NO DATA INCOMPLETE INCOMPLETE 10/31/0631 1,700 Well date averaged out. 25.23 1,261.50 1,590.50 21,CC 0 0.001 0.00 NO DATA NO DATA INCOMPLETE! INCOMPLETE 11101/0611 1,700 • " Well data averaged out. 8.30 I 415.00 2,437.00 32 00 0 0.00r 0.00 NO DATA' NO DATA INCOMPLETE INCOMPLETE 11102/061 700 Well data averaged out. 21 16.90 845.00 2,607.00 27.00 0 0.00 0.00 NO DATA NO DATA INCOMPLETE 'e INCOMPLETE 11/03/06 1,700 • Well data averaged out. 3 `5.39 1,269.50 1,582.50 21.00 0 0.00 0.00 NO DATA NO DATA INCOMPLETE INCOMPLETE 2 16.75 837,50 2,014,50 27.00 0 0.00 0.00 NO DATA NO DATA INCOMPLETE; INCOMPLETE 11/04/06 1,700 Well data averaged out. 4 34.21 1,710.50 1,141.50 15.00 0, 0.00 0.00 NO DATA NO DATA INCOMPLETE! INCOMPLETE 11/05/06 1 700 Well data averaged out. 3 25.31 1,265.50 1,588.501 21,00 0. 0.00 0.00 NO DATA NO DATA INCOMPLETE' INCOMPLETE 11/06/06 1 080 2 16.92 546.00 2,006.00 27.00 01 0.00 0.00 NO DATA NO DATA INCOMPLETE INCOMPLETE 11/07/06 2,570 " Well data averaged out. 11/08106 2,570 Well data averaged out 3 25.45 1,272.50 1,579.50 21.60 0 0.00 0.00 NO DATA NO DATA INCOMPLETE! INCOMPLETE 11/09/06 2,570 Well data averaged cut. 2 16.801 840,00 2.012.00 27.00 0 0.00 0.00 NO DATA NO DATA INCOMPLETE INCOMPLETE 25.33 3 25.72 1,269.00 1,296.00 1,523.00 21.000 1,556.00 21.00 1 0.00 0.00 3.201 160.00 NO DATA 2,690.00 NO DATA 36.00 INCOMPLETE 1,446.0 INCOMPLETE 1,124.00 11/10/063 2,570 Well data averaged out - 11/11/06 2,570 via data averaged out. 11/12/06 2,570 Well data averaged out. 5 43.37 2,188.50 1 633.50 9.00 9 29.08 1,454.00 1,396.00 19-00 3,622 5 (1,052.50) 11/13/06 1,763 Well data averaged out.2 16.76 838.001 2,014.00 27.00 5 11.22 761.00 2,089.00 28.00 1,599.0 164.00 2 2 16.99 18.93 849.50 846.50 2,602.50 27.00 2405.50 27.00 7 7 21.27 1,063.50 21.4a 1,072.50 1,786.50 1,777.50 24.06 24.00 1,913.01 1,919-0 (150.00) (156.00) 11/14/061.763 - " Well data averaged out. 11/15/06 1,763 Well data averaged cut. 11/16/061,783 •• Well data averaged out. 2 16.71 835.50 2,016.50 27.00 8 24.43, 1,224.00 1,626.00 22.00 2,059.5 (296.50) 11/17/06 1,763 Well data averaged out. 1 1 8.27 8.37 413.50 418.50 2,438.50 33.00 2,433.501 32.00 6 18.491 924.50 7, 21.42 1.071.00 1,925.50 1,779.00 26.60 24.00 1 338.01 1,489.51 425.00 273.50 11/18106 1,763 tWetl data averaged out. 11/19/06 1,762 • •• 3 25.30 1,265.00 1,587.60 21.00 7 21.62 1,081.00 1,769.00 24,00 2 346.01 (584.00) 11/20/06 1,760 Well data averaged out. 2 16.80 840.00 2,012.00 27.00 7 21.52 1,076.00 1,774.00 24.00 1,915.0` (156.00) 11/21/06 1,760 Well data averaged out. 2 1 16.90 645.00 8.30 415.00 2,007.00 27.00 2.437,00 32.00 7 6 21.48 18.40 1,074.60 920.00 1,776.00 1,930.00 24.00 26.00 1 91901 1.335.0 (159.00) 425.00 11/22106 1,760 " Well data avera•ed out. 11/23/06 1,760 Well data averaged out. 3' 1 25.40 1,270.00 415.00' 1,582.00 21.00 2,437.00 32.00 7 6 21.64 18.22 1,082,00 951.00 1,768.00 1,939.00 24.00 2 352 0 (592.00) 11/24/06 -_-__-_ 18.30 ___ __--_-Well da{aaverad2aut. 26.00 1,326.01 434.00 11/25/06 1,760 • " 'Neil data averaged out. 24.00 _-- - 23.00 1,907.5 ---- 1,612.51 (147.50) 147.50 2 16.62 831.00 2,021.00 27.00 7 21.53 15.40 21.52 1,076.50 1,773.50 11/26/06 1,760 " Well data averaged out 2 _ _ 1 16.85 842.50 8.33 416.50 ----' 2.009.50.. --- --- -- - 27.00 _ _ __ ^` �` 2,435.50 �- 32.00 5 7 770,00 -_--6'2,080.00 11127/06 1,400 " 24.60 - - -` 1,4925 - _ '- - - - (92.50) 1,076.00E- 1,774.00 11/26/06 2,090 26.00 2,189.0 (99.00) 3 25.48, 1,274.00 1,578.00 21.00 6 18.30 �--- 21.45 915.00 1,935.00 11/29/06 2,480 24.00 11.00 - 1,489.0 - - -2 424.0 971.00 __ -� 36.00 - - .- . - - - -- - ---- -- 1 8.33 416.50 2,435.50 32.00 7 1,072.50 1,777.50 11/30/06 --- --- 2.460 1 8.32 418.00 _I_- 2,436.00 32.00 13 2,008.00 642.00 40.16 11/31/06 2,460 • 2x16.85 842.50 2,009.50 27.00 13 40.18 2,009.00 841.00 11.00 - 2,851.5 (391.50) ---r.__-._- 12/01/06 2,410 Well data averaged out. 9.0 3,460.' (1,050.50) 44.65 2,200.00 650.00 3 25.21 1,260.50 1.591.50 21,00 14 12/02/06 2,410 • - Nell data averaged out. 9-00� 2,994 (584.50) 2 17,02 851.00 2,001.00 27.00 14 42.87 2,143.501 706.50 Page 14 of Pages 24 6/2120083 23 PM 14 076811Tabulated Flows-20080529.xts Heran's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Septic System Use, by Pumping Time and Pumping Rate of 50•gpm. (gallonslminuta) - - - - - Septic Pump System 41 (1$C1-9pd Average Capacity) (NEW Fibergtass Tank) Septic Pump System 02 (1.9C0 -pd Average Capacity) (OLD Ccncrete Tank) Fields :t 8x2 Combined Daily Water Use MINUS Daily Combined Septic Rows (gallons/day) - Negative Values (in Red) indicate more water through bath septic Date Main Well Meter (gallons/day) Rastrcams, Washing 'Machines & ice Water' Meter {gallons/day} CommentslAnomalies Available Capacity in gallons, Cycles Minutes GallcnsrDey beyond PEAK Design Capacly a,' 12.852 -goat , Available Capacity in units, at 75 -god PEAK capacity per Cycles unit. Available Capacity in gallons, Minutes I Gallcnsl0ay beyond PEAK Design Capacity 1 5 (2,8..0 -bpd) Available Capacity in units, at e 7„ ;;d PEAK capacity per unit. Total Flow (gallons/day) systems than was pumped from the well. " 12/03/06 2,410 Well data averaged out. 2 1656 848.00 2,004.00 27.00 36.85 1,842.50 1,007.50 13.00 2,690.5 (280,50) 12/04/66 2,410 - Well data averaged out, 2 16,91 845.50 2,006.50 27.00 34.08 1,704.00 1,148.00 15.00 2,549.5 (139.50) 12105/06 2,410 Well data averaged out. 2 16.95 847.50 2.004 50 27.00, 12 37.05,1,552.50 997.50 13.60 2,700.0 (290.00) 12/06/062,410 • • • Well data averaged out. 2 16.90 845.00' 2.007.00 27.001 11 32.10 1,605.00 1,245.001 17.00 _ 2,450.0 - - (40.00) 12/07/062,410 Weil data averaged out. 3 25.47 1,27350 1,578,50 21.001 8 28.03 1,301.50 1,549,50 21.00 2,575.0 (165.00) 12/08/06 2,410 Well data averaged out 2 16.80 840.00 2,012.00 27.60 11 34.09, 1,704.50 1,145.50 15.00 (134.50) 2,54451 12/08/05 2,410 - WPI data averaged out. 3 25.663 1,281.50 1.570.50 21.00 11 34.26 1,713.00 1.137,00 15 00 2,994.59 (584.50) 12/09/062,410 • Well data averaged out 2 16.83. 84150 2,010.50 27.00 11 33.90 1,695.00 1,155.00 15.00 2,538.51 (126.50) 12/10106 2.410 Well data avera.ed out, 2 16.80 840.001 2.012.0-01 27.00' 8 24.47 1,223.50 1,626.50 22.00 2,063.5 _ 346.50 12/11/06 2,410 Wee data averaged out. 2 16.89 844.50 2.007 50 27.001 9 27.601 1,380.001 1.470.00 20.00 2,224.51 185.50 12/12/062,410 • • Well data averaged out. 2 16.80 840,00 2.012.00 27.00 10 30.77 1,538.50 1,311.50 17.00 2',378.51 31.50 12/13/06 2,410 •• Wall data averaged out. 2 16.77 838.50 2,013.50 27.00 7 21.30 1,065.00 1,785.001 24.00 1,903.5, - 506.50 12/14/06 2.410 Well data averaged out. 2I 16.79 839.50 2,012.50 27.001 7 21,26 1,063.00 1,787.00 24.0D ' 1,902.5' 507.50 12/15/08 2,410 • Well data averaged out. 2 16,87 843.50 2,008.50 27 CO 10 30.73 1,536.50 1,313.50 18.00 2,380.0 30.00 12715/06 3,400 Bad Leak at 2A 2 16.78 839.00 2,013.00 27.00 8 24.551 1,227.50 1,622.50 22.00 2,066.5 1,333.50 12/16/06 1,850 Welt data averaged out. 1 8.35 417.50 2.434.50 32.00 8 24.45 1,222.50 1,627.50 22.00 1,640.0 210.00 12117/06 1.850 " Well data averaged out. 3 r-;15-57----7-9.50 1,29 1,572.50 1 21.00 7 21.28,.' 1,064.001 1,786.00 24.00. 2,343.5 (493.50) 12118706 1,850 •• •" Well data averaged out. 2 16.82 841.00 2,011.00 27.00, 8 24.20 1.210.00 1,640.00 22.00 2,051.0 (201.00) 12/191061,850 ^ Well data averaged out. 2 16.91 845.50 2,00650 27.00! 6 18.39' 919.50 1,93050 26.00 1,765.0 85.00 12/20/06• 1.850 Well data averaged out. 2 17.13 856.50 1,995.50 27,00 7 21.23 1,961.50 1,128.50 24.00, (68.00) 1,918.0 12/211061831} " • • 2 16,99 849.50 2,002.50 27.001 6 18.12 906.00 1,944.00 26.00 1,755.5 74.50 12/22106 1,000 Weil data averaged out, 1 8.37 418.50 2,433.50 32.00 6 18.08 904.00 1,946.00 26.00 1,322.5 (322.50) 12/231062 1500 Well data averaged out. 18.69 834.50 2,017.50 27.00 4 11.98 599.00 2,251.00 30.00 (433.50) 1.433,5 12/24/061,400 • • Well data averaged out. 3 25,63 1,281.50 1,570.50 21,00 7 21.20 1,060.00 1,790.00 24.00 2341 5 (1,341.50) 12/25/06 1,000 Well data averaged out. 1 8.37 418.50 2,433.50 32.001 4 12.02 601.0011 2,249.00 30.00 1,019.5 (19.50) 12126/06 1,000 Well data averaged out. 2 16.76 838.00 2.014,00 27.00 4 11.97 598.50 2,251 50 (436.50) 30.00 1,436.5 12/27106 900 2 16.90 845.00 2,007.00 27.00 4 11.98 599.00 2,251.00 `- - - 30.00 1,444.0 (54-4.00) 12/28/06 940 2 16.97 848.50 2,003.50 27.00 31 9.00 450.00 2,400.001 32.00 1,298.5 ` (358.50) 12/29/06 1,060 • 2 17.13 856.50 1,995,50 2750, 41 12.03 601.50 2,248.50 30.00 1,458.0 (398.00) 12730/06 1600 2 16.88 844.00 2,008.00 27.00 4 12.03 601.50 2,248.50 30.00, 1,445.5 154.50 12/31/062 1.750 • Well data averaged out. 16.86 843.00 2,009.00 27.001, 5 14.89 744.50 2,105.50 28.00 162.50 ,1,587.5 - -_- 01/01/07 1,750 Well data averaged out. 1 8.48 424,00 2,428.00 32.00 8 24.15 1.207.50 1,642.50 2250 118.50 1,631,5 01/02/07 1 750 • " Well data averaged out. 2 16.80 840.00 2,012.00 27.00, 9 26.88 1,344.00 1,506,00 20.001 (434.00) 2,164.0 91/03/07 1,750 • Well data averaged out. 2 16.99 849.50 2,002.50 27,00 8 23.75 1,187.50 1,662.50 22.00 2,037.0 (287.00) 01/04/07 1,750 • • Well dela averaged out. 2 17.00 850.00 2,002.00 27.00 12 36.20 1,810.00 1,040.00 14.00 (910.00) 2580.+ 01105/07 1 750 �.., • _ _ Well data averaged out. 2 16.88 -- -_ - - - - -- 844.001 2.008,00 - - f 27.00 5 14.79 739.50 2,110.50 28.00 166.50 1,533. 01/06/07 1,750 Well data averaged out. 2 17.01 850.50 2,001.50 27.00 5 14.99 749.50 2,100.50 28.00 150.00 1,600.0 01/07/07 -. - -- -- -- 1,750 _------ -----------. Well data averaged out. - 2 16.94 847.00 2,005.00 27.00 9 27.01 1,350.50 1,499.50 20.00 (447.50) 2,197.5 01108107 1,750 _ _•-_ 2 18.93 Weil data avers ed out. 846.502,035.5 8 23.73 1,189.00 --- 1,661.00 22.00 (285.50) 01109/07 1,750 • Well data avers d out. 2 16.92 846.00 2,006.00 27.00 7 20.82 1,041,00 I 1,809.00 24.00 (137.00) 1587.0 -- ._ 01/10/07 1,750 Well data averaged cut. 3 25.75 1,237.50 1,564.50 21.00 7 20.60 1,030.001 1,820.00 24.001 2,317.5 (567.50) Page 15 of Pages 24 8/212008323 PM 1-t:1076811Tabulated Flows-20080529.xts Heron's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Septic System Use, by Pumping Time and Pumping Rate of 50-gpm. (gallons/minute) - - - - - Septic Pump System 41 (1,901 -god Average Capacity) (NEW Fiberglass Tank) Septic Pump System 92 (1,900-gpd Average Capacity) (OLD Concrete Tank) Fields 51 & 52 Combined Daily Water Use MINUS Daily Combined Septic Flours (gallons/day) - Negative Values (in Red) indicate more water through bath septic Main Well Meter (9alionslday) Resroems, Washing Machines & Office Water Meter (gallons/day) Comments/Anomalies Cycles Minutes 1 Available Caoacily in gallons. l Avaitable Capacity in units, at Gallcns.OayE beyond PEAK Design Capacity 75 ;pd PEAK capacity per (2,852 d) unit. Cyctes Minutes Gallons,Dayl Available Capacity in gallons. beyond PEAK Design Capacity 12.8'5C -cod) i Available Capacity in units. at 7510 PEAK capacity per unit, Total Flow (gallons/day)Data systems than was pumped from the well. '• 01/11/071,750 • Well data 8vera•ad out. 3 25.52 1,2276 CC 1,576.00 21.00 9 26.45 1,322.50 1527-50 20.00 2,598.5 (848.50) 01/12107 1,740 2 16.87 843.90 2008.50 27.00 22 65.42 3,271.00 -42.00, -600 4,114.5 (2,374.50) 01/131072.605 - - Several water Teaks 4 3^4,18 1, 724.00 1,128.001 15 CO 22 65.72 3,236.90 436.00 -6.00 5,010.0 (2,405.00) 01/14107 2,605 Several water leaks 1 8.95 427.50 2,424.50, 32,00 20 59.62 2,981.00 -131.00 -2.00 3 408 5 (803.50) 01115/07 2,605 Several water leaks 4 34.30 1,715.00 1,137.00 15.00 18 52.97 2,648.50 201.50 3.00 4,363.5 (1,758.50) 01/16/072,605 - Several water Peaks 1 6.40 420.001 2,432.00 32.00 20 60.63 3,031.50 -131.50 .00 3.451.51 (846.50) 150.50 2.00 3,542.0 (937.00) 01/17/07 2,605 Severalweterleaks 2 16.45 842.501 2.C29.50 27.00 1a 53.99 2,699.50 470.00 6.00 3.665.0 (1,060.00) 01118107 2,605 Several water leaks 3 25.70 1.285.001 1.567.00 21.00 16 47.60 2,380.00 01119107 2,605 Several water leaks 3P 25.64 1,232.001 1,570.00 21.00 18 54.15 2,707.50 142.50 2.00 3,989, (1,384.50) 01/20/07 2,605 Several water leaks 3 25.62 1,281.001 1,571.00 21.00 15 45.20 2,260.00 590.00 8.00 3,541.0 (936.00) 1,496.50 20.00 2,195.5 344.50 01/21,07 2,540 Severalwalerleaks 2 16.84 842,00 2,010.00 27.00 9 27.07 1.353.50 01/22/07 2.540 Several water leaks 2 17.03 851.50 2,600.50 ,1 27.00 9 27.60 1,380.00 1,470.00 20.00 2.231. 308.50 01/23/07 2,540 Severe! water leaks 2 17.18 859.00 1,993.00 27.00 15 45.95 2,297.50 552.50 7.00 3,156.5 (616.50) 01/24/072,540 ` Several water leaks 3 25.61 1,280.50 1,571.50 21.00 17 51.39 2,569.50 250.50 4.00 3.850.0 (1,310.00) 01/25/07 2,540 Several water 2 17.03 851.50 2,000.50 27.00 12 36.21 1,810.50 1,039.50 14.00 2,662.0 (122.00) 01/261072540 •- - Several water leaks 2 16.77 838.50 2,013.50 27.00 6 17.85 892.50 1,957.50 26.00 1 731 0 809.00 01/271072540 • Several water leaks 2 16.87 843.50 2,008.50 27.00 8 24.10 1,205.00 1,645.00 22.00 2,048.5 491.50 1,336.50 18.00 2,353.5 181.50 01/28/07 2,540 Severatwaterleaks 2 16,90 845.00 2,007.00 2700 10 30.27 1,513.50 1,790.00 24.00 1,905.0 635.00 01/29/07 2,540 Several water leaks 2 16.90 845.00 2,007.00 27.00 7 21.20 1,060.00 1,798.50 24.00 1,898.5 641.50 01/30/072,540 •- Several water leaks 2 16.94 847.00 2,005.00 27.00 7 21.03 1,051.50 01/31/07 2,510 Several water leaks 2 16.83 844.00 2,0'08.00 27.00 7 21.63 1,081.50 1,768.50 2440 1,925.5 614.50 1 300.00 17.00 2,403.5 136.50 02101/072,540 - Several water teaks 2 17.07 853.50 1,998.50 27.00 10 31.00' 1,550.00 02/02/072,540 • Several water leaks 3 25.51 1,275.50 1,576.50 21.00 9 27.98 1.399.00 1,451.00 19.00 2,674. (134.50) 1,162.50 16.00 2 540 5 (0.50) 02/03107 2.540 Several water leaks 2 17.06 853.00 1.999.00 27.00 11 33.75 1,687.50 1,633.50 22.00 2,062.5 477.50 02,04/07 2,540 Several water leaks 2 16.92 846.00 2.006.00 27.0G 8 24.33 1,216.50 02/05/072,540 • Several water leaks 3 25.57 1,278.50 1,573.50 21.00 10 30.55 1.527.50 .322.50 18.00 2,806.0 (266.00) 02/06072,520 • •` Several water leaks 1 8.37 418.50 2,433.50 32.00 12 36.96 1,848.00 1,002.00 13.00 2,268.5 253.50 02/07/071 gs •• 2 16.80 840.00 2,012.00 27.00 15 44.58 2,229.00 621.00 8.00 3,069.0 (1.119.00) 677.50 9.00 9,011.0 (1,501.00) 02/08/07 1,510 2 838.50 2,013.50 27.00 15 43.45 2,172.50 02109/07 1700 • - 1 8.50 425.00 2,427.00 32.00 14 43.02 2,151.00 699.00 9.20 2,576.0 (876.00) 722.00 10.00 2 54©,5 (576.50) 02!10/071,970 8.37 418.50 2,433.50 32.00 14 42.56 2,128.00 880.00 12.00 2,812.5 (1,392.50) 02/11/07 1,420 - 2 16.85 842.50 2,009.50 27.00 13 39.40 1,970.00 02/12/07 1.823 1,482.50 20.00 1,787.5 32.50 1 8.40 420.00~ 2,432.00 32.00 9 27.35 1,387.50 02/13/071580 • - 2 16.76 838.00 2,014.00 27.00 9 27.63 1,384.00 1,466.00 20.00 2,222.0 (642.00) 71.50 1.00 301 - 1 (2,341.00) 02/14/07 02/15/07 830 - -- . - •-- - - • --- 1 2 8.45 166,80 422.50 840.00 2,429.50 2.012.00 32.00, 18 27.00 15 55.57 45,091 2,778.50 2.254.50 95.50 6.04 3.094. (2.264.50) 441.50 6.00 2,83000' - (180.00) 02/16/07 2810 1 8.43 421.50 2,430.50 32:0{7 18 48.17 2,408.50 02/17/07 1,720 • -2.366.5 900.00 12.00 (646.50 1 8.33 416.50 2,435.50 32.00 13 39.00 1,950.00 564.50 8.00 3,126. (1,216.50) 02/18/07 1810 2 16,82 841.00 2.011.00 27.00 15 45.71 2,285.50 747.50 10-0O 2963.5_-d (1,043.50) 02/19/07 1920 - - 27.00 14 42.05 2,102.50 2 17.22 861.00 1,991.00 423.50 6.00 2,848.1 (1,268.00) 02/20/071580 Installed new float switch 32.00 16 48.53' 2,426.50 1 8.43 421.50 2,430.50 Page 16 of Pages 24 6/2/2008323 PM H:107681\Tabulated Flows -20080529.x16 Heron's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Septic System Use, by Pumping Time and Pumping Rate of 50-gpm. (gallons/minute) Septic Pump System 51 (1.901 ;pd Average Capacity) (NEW Fiberglass Tank) Septic Pump System - 2 (1 000 ;_d Averace Capacity) (010 Concrete Tank) Fields 11 8:12 Combined Dalt Water Use MINUS Dail Combined Septic Flows aticns/da ..Negative Values (in Red) indicate more water through both septic Date Main Well Meter (gallons/day) ResVcons. Washing Machines & , Office Water Meer (gallons/day) Comments/Anomalies 1 Cycles I hlinules Cadc s: Cay 1, 8.43 421.50 Available Capacity in ;aliens, teycnd PEAK Design Camay 12.85-a;ed) 2;430501 Ava�table Capacity in units. at i 5-9pd PEAK capacity per aril. 32.60 Cyeses 18 Minutes h 54.50 Gallcns Day 2.725.00 Available Caracity in pitons, beyond PEAKGesegn Capacity 12.856-0:4) 125.00 Available Capacity in units. at c 7 bpd P A C capacity per unit. 2.00 Tata! Fiero (gailenslday) 3,140.5 systems than was pumped from the well. (2,576.50) 02/21107 570 2 17-29= 661.50 1,987.501 27.00 17 51.81 2.592.00 252.00 3.60 3,4=6.5 (1,666.50) 02/22/07 1,790 02123/07 2,030 1 8.47 423.50 2,428.50 32.00 15 45.25 2. 00.501 587.50 8.00 2,620.0 (656.00) 02/24/071,580 « 8.40 420.60 2,432-00 32.00 16 48.50 2,425.60 425.00 6,00 2,8450 (1,265.00) 02/25/071,570 1 8.40 420.60 2,432,00 32,00 16 48.10 2,465.60 445.00 6.00 2,825.0 (1,255.00) 02!26/07t 830 1 8.37 418.50 2,433.50 32.00 15 45.45 2.272.50 577.50 8.00 2,691.0 (861.00) 1 8.40 420.00 2,432.00 32.66 21 64.50 3.225.60 -375.00 -5.C6 3,645.0 (1,925.00)' 02/271071,720 2 16.84 842 60 2,010.00 27.00 21 54.63 3.234,60 -384.00 -5.00 4,070-+ (2,431.00) 02/28/07 1,645 2 17.22 851.00 1,991.00 27.00 27 r 85.00 4 50.60 -1,400.00 13.00 _ 5,111.0 (3,466.00) 03/01/07 1,645 2 17.30 665.60 1.987.00 26.001 17 51.65 2.532.50 267.50 4.00 3,447. (2,037.50) 03/02107 1,410 • • 2 16.97 848.50 2,003.50 27.00 22 66.65 3,332.50 -432.50 -6.00 4,181.' (2,191.00) 03/03/071• • 03/04107 2.550 1 8.35 417.50 2,434.50 32.00 17 51.30 2,5885.00 285.00 4.00 2.982.5 (432.50) 03/051073.930 H20 running al "C` 2 16.93 846.50 2,005.50 27.00 20 61 A4 3,652.60 -202.00 -3.00 3,898.5 31.50 03/06/07 1,940 - 2 16.93 846.50 2,005.50 27.00 19 58.10 2,065.00 -55.00 -1.00 3,751.5 (1,811.50) 03107/07 2,630 • 2 16.87 843.90 2.608.50 27.60 18 53.85 2.712.50 107.50 1.00 3,586.0' (956.00) 2,691.50 -41.50 -1.00 3,315.0 (1.725.00) 03108/07 1590 7 8,47 423.50 2,428.50 32.00 57.83 03/09/07 2,350 t 8.40 420.60 2,432.00 32.00 2,572.60 273.00 4.00 (642.00) 2,992.0 03/10/07 1,950 0 0.00 0.00 2,852.00 38.00 2,255.50 594.50 8.00 2,255.5 (305.50) 03/11/07 1,980 11 8.40 420.00 2,432.00 32.00 16 51.29 2.564.00 286.00 4.60 2,984,0 (1,004.00) 03112/07180© •• 2 16.50 845.00 2.007,00 27.60 19 57.96 2.898.00 -48.00 -1.06 3,743,0 (2,243.00) 2,517.50 332.50 4.00 3,365.5 (1,865.50) 03/13/07 1,500 2 16.96 848.00 2,004.00 27.00 17 50.35 03/14/07 1270 1 8.47 423.50 2,423.50 32.00 16 4a.58 2.429.00 421.00 8.00 2,852.5 (982.50) 03/15/071,410 • 2 16.78 839.00 2.013.00 27.00 17 51.79 2,589.50 260.50 3.CG 3.428. (2,018.50) 1' 8.43 42150, 2.43050 32.60 15 44.69 2,234.50 615.50 8,00 2.656.+ (976.00) 03/16/07 1,680 •• 03/17/071,870 • • 1 8.47 423.50 2,428,50 32.00 15 44.85 2,242.50 607.50 8.00 2,660".0 (796.00) 2 16.84 842.00 2,010.00 27.00 15 45.08 2.254.00 596.00 8.00 3,056,0 (1,356.00) 03/.18/07 1,740 - 1 8.40, 420.00 2.432.00 32.00 10 29.86 1,493.00 1,357.60 18.60 1,913.0 (633.00) 03)19/071:280 • • 2 16.85 842.50 2,009.50 27.00 8 24.04 1,202.00 1,648.00 22.00 2,044.5 (664 50) 03/20/071,360 2 17.00 850.00 2,002.00 27.00 8 24.23 1,211.50 1,638.50 22.00 2.061.5 (771.50) 03/21/07 1,290 " 1 8.55 427.50 2,424.50 32.00 7 21.17 1,058.50 1,791.50 24.00 (186.00) 1,486.0 03/22/07 1,300 2 16.87 843.50 2,008.50, 27.00 13 39.68 1,984.00 866.00 12.00 - 2,827.5 (1,517.50) 03/23/07 1,340 1 8.57 428.50 - 2,423.50 32.00 15 44.72 2,238.00 614.00 8.00 - 2,664.5 (1,944.50) 03/24/07 720 2 16.85 842.50 2,009.50 27.00 18 47.60 2,380.00 470.00 6.00 3.222,5 (1,352.50) 03/25/07 1,870 • 03)26/07 1901) 1 8.43 424.00 2,428.00 32.0+ 15 44.08 2,204.00 646.00 9.60 2,626.0 (728.00) 2 16.93 846.50 2,005.50 27.0+ 16 47.22 2,361.00 489.00 7.00, 3,207. (1,287.50) 03/27/071,920 03/28/07 1`73U • 3 25.40 1,270.00 1,582.00 21.0+ 17 49.80 2,490.00 360.00 5.00 3,760.E (2.030.00) 2 - - - - 17„460.07 853.50 1.998.50 27.00 --- 16 -- - - - -- - 47.30 2.365.00 435.00 - - -- 6.00 _- - 3,218. (1,758.50) -- -- 03/29/07 -- 1 -- 03/30/071,480 -•4 34.96 1,743.00 1,104.00 15.00 15 43.69 2,184.50 665.50 9.00 3,932.5 (2.452.50) 5 44.03 2„201.50 650.50 9.0+ 15 44.23 2,211.50 638.50 9.62 4,853_0 (2,983.00) 03/31/07 1,430 04/01/07 1,920 2 16.77 838.50 2,013.50 27.00 13 -r-- 38.36 1,918.00 932.00 12.00 (836.56) 2,756.5 2 16,96 843.00 2,004.00 27.00 11 -- - - ---- 32.29 1,614.50 1,235.50 -- - -- 18.00 2.462.5 (282.50) 04(02/072,180 - Page 17 of Pages 24 612/20083:23 PM Ha07681\Tabulated Fows-20080529.xfs Heron's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Septic System Use, by Pumping Time and Pumping Rate of 50-gpm. (gallons/minute) Se, be Pump System 41 (t.9G 1 •gpd Average Capacity) (NEW Fiberglass Tank) Septic Pun System :2 (1,900 ;pd Average Capacity) (QLD Concrete Tank) Daily Water Use MENUS Deily Combined Septic Flows (gall ns'day) VI $ 2 Cembired " Negative Values (in Red) indicate more water through both septic Date Main Well Meter (gellenslday) Restrecros, Washing Machines & Office Wafer Meter (gallons/day) Comments/Anomalies C)c 1 Mi. ores 8.43 i Available Capacity in gallons. Gallces.Day i beyond PEAK Design Capacity (2.852•gpd) 421.501 2,430.50 Available Caeac,ty in ends. at 75-gpd PEAKcacecity per unit 32.00 Cy_ es 6 ✓<6%les 17.37 1 Avaitable Capacty in gallons, Available Capacity in units. at G3ilcrs Dey beyond PEAK Design Capacity 75-gpd PEAK capacity per (2.850 :cd) unit. 893.50 1,956.50 25.CC Fields Total Flow (gallons/day) systems than was pumped from the well. •• 1,315.0' 2,015.00 04633/073,330 Men's Bathroom Leak 04/04107 1,460 3 25.36 1:263.00 1.534.00 21.CC 8 23.62 1,131.00 1,669.00 22.00 2.5 9.0 (539.00) 1,962.50 20.20' 1,730.0 160.00 04/05/07 1.840 - 2 1fi 65 842.50 2,009.50 27.00 6 17.75 837.50 1.557.00 26.00 13130! 587.00 04/08/07 1900 , 1, 6.40 420.00; 2,432.00 32.0' 6 17.66 893.00 04/07/07 600 3 25.70 1,288.00 1,566.00 21.00 8 23.80 1.190.00 1,660.00 22.0' 2,478.0 (1,87630) 04/08/07 2,360 3 26.05 1,302 50 1,549.50 21.00 20 5350 2,945.00 -95.00 •1.00 4,247.5 (1,887.50) -68.50 •1.00' 3.776-0 (1,926.00) 04/09/07i 850 » 17.15 857.50 1,994.50 27.64 20 53.37 2,913.50 04/10(07 1,4503,753.51 3 2553 1,279.00 1,573.00 21.2C 17 49.49 2,474.50 375.50 5.00' 1 (2,303.50) 370.00 5.201 3.329.0, (29930) 04/11/072 04/12/07 3.030 4,090 • H2O LEFT RUNNING ra 1B AND 16B 6 16.98 52.42 849.00 2,621.00 2.003.00 231,00 27.00 3.00 17 16 49.63 466.65 2,430.00 2,332.50 517.50 7.00 4.953.51 (863.50) 04/13/07 1.790 21 5c.d4 845.00 2.007.00 27.00 17 49.27 2,463.50 3$6.50 5.00, 3,3085 (1.518.50) 04/14/07 2,010 2'; 17 091 854.50'1 1,997.50 27.00 19 55.75 2.787 _0 62.50 1.00 3,642.0 (1.632.00) 04/151072,620 • 3 25.40' 1,270.00' 1.582.00 21.00 16 46.13 2.306.50 543.50' 7.00 3.578.5 (956.50) 04/16/07 1,970 • - - 1 847 423.50 2,428.50 32.20 17 49.15 2,457.50 392.50 5.00 2.881.01 (911.00) 04/17/07 1,990 2 17.05 652.50 1,999.50 27.00 16 45.97 2,298.50 551.50 7.00 3,151.0 (1,165.00) 04/18/072 260 - 2 16.95 847,50 2,504.50 24.00 19 53.50 2,97530 -125.00 .2.00 3,822.5 (1,562.50) 041191071700•, - 2 18.71 837.00 2,015,00 27.00 17 53.73 2,686.50 163.50 2.00 x,523.5 (1,823.50) 04/20/07 1,570 - 2 16.64 832.00 2,020.00 27.00 15 47.49 2,374.50 475.50 8.00 3,206.5 (1,836.50) 04/21/07 1,630 - - 2 16.55 827.50 2,024.50 2LCG 15 47.29 2.364.50 465.50 6.00 3,1920 (1.562.00) 04/22/07 2,560 3 25.37 1,26$ 50 1,583 50 21.00 15 47.39 2.369 50 480.50 6.00 3,638.0 (1,138.00) 04/23/07 2,260 - • 1 8.40 420.00 2432.00 32.00 14 44.15 2,207.50 642.50 9.50; 2.627.5 (367.50) 323.50 4.50 3357,5] (1.717.50) 04/24/07 1,640 - 2 16.621 831.00 2,021.00 27.00 16 50.53 2.526.50 04/25/07930 - - - 2 166 85 842.50 2,009.50 27.05 13 40.67 2,033.50 816.50 11.00 2,876.01 (1,946.00) 04126107 2,470 •• 2 16,87, 843.50 2,008.50 27. r 6 18.85 942.50 1,907.50, 25.00' 1,786.0 684.00 04/27107 1,060 - - - 2 16.80 840.00 2,012.00 27.00 5 15.621 781.00 2,06930 25.00 1,621.0, (561.00) 04/28/071,100 - 2 16.65' 832.50 2,019.50 27.00 4 12.45 622.50 2,227.50 30.00 1,455.0 (355.00) 04/29/07 1,790 1 8.30 415.00 2,437.00 32.00 5 16.02 801.00 2,049.00 27.00 1,216.0 484.00 1,912.50 26.06 26.00 2,1890 (489.00) 04/30/07 1,700 » 3 25.03 1,251.50 1,650.50 21.00 6 12.75 937.50 05/01/07 1,600 2 17.12 856.00 1,996.00 27.00 6 18.86 943.00 1,907.001 25.05 1,799.0 (199.00) 1,955.00 25.00' 2,201.0 (691.00) 05102)07 1,510 3 25.12 2 16.77 1,256.00 1,556.00 838.50 2.013.50 21.00 27.00 6 10 18.90 945,00 31.47 1,573.50 1,276.50 17.00 2 412 0 (742.00) 05/03/07 1,676 ^ 05/04/071,680 ^ 2 16.76 838.00 2,014.00 27.00 11 34.09 1,704.50 1,145.50 1530 2,542.5 (882.50) 05/05/07 1,830 _ 2 16.53 829.00 ---- - 2,923.00 27,00 10 31.40 1,570.00 - 1,280.00 17.0)' 2,399.0 (569.00) 05/06/07 1690 2 16.74 835.00 2,017.00 27.00 13 - - 41.10 2,0.5.5.00 - - 795.00 11.00 2,890.0 (1,200.00) 05/07/07 2,160 -3.x500 334.00' 4.00 (1,190.00) 2 16.637 834.00 2,018.00 27.0' 16 50.32 2,516.00 05/08/07 1,700 - 3 25.01 1,250 50 1,601.50 21. r 23 74.60 3,730.00 -830.00 -12.' 4,980.5 (3,280.50 05/09/071 - -708.50 9 '' 4,393.: (2,693.50) 2 1630 835.00 2,017.00 27.00 r 22 71.17 3,553.50 05/10/07 1,670 ` 329-50 4.00 - (1,685.50) 3.355.: _ ___ - - - - - 2 16.70 835.00 2,017:00 J 27.00 16 50.41 2.520.50 05/11/07 - -m 1,940 --- -- --- - • -- - 2 1613 834.00 2,018,00 27.0»' 17 53.67 2,683.50 166.50 2.00 x,517.5 (1,577.50) 05112/07 2,670 UnknownIeakaruse 2 16.72 836.00 2,016.00 27.00 i5 46.92 2,346.00 50430 7.00 3,182.0 (512.00) - 05/13/07 3,670 _ Unknown leak or use 1 8.42 421.00 2,431.00 32.05 16 50.12 2,506.00 344.00 5.00 2,927.' 743.00 Page 18 of Pages 24 6/2/20083:23 PM H:107681\Tabulated Flows-20080529.xrs Heron's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Restroems, Washing Machines 8 Office Water Meter (gallons/day) Comments/Anomalies Septic System Use, by Pumping Time and Pumping Rate of 50•gpm. (gallons/minute) Flows (gallons/day) (9 Y) through both septic well. (1,802.50) Cy:les 3 Septic Pump System ; hti,.utes: Gallcns1Cay 25.35j 1,267.50 41 (1,901-gpd Average Capacity) (NEW Fiberglass Tank} Available Capacity in gallons, [Available Cacaeity it units. a! beyond PEAK Design Capacity 75 -god .. od PEAK caa.�ty per (2,852 god) unit. 1,534.50 21.00 Cyeses 15 Septic Mute utes 46.90 Pump System Gallons,Day: 2,345.00 82 (1,900 god Average Capacity) (QLD Available Capacity in gallons, beyond PEAK Design Capacity (2,650 -god) 505.00 Ccncrele Tank) Available Ccacity in units, at 75 ;pd PEAK capa,.,ty per unit. 7.00 Dail Water Use MINUS Dail Combined Septic y Y p Fields Rt & 42 Combined » Negative Values (in Red) indicate more water Total Flew (ga/cns/day) systems than was pumped from the 3,6125 Date Main Well Meter (gallons/day) 05/14/07 1,810 - - - 05/15/071,650 • 2 16.74, 837.001 2,015.00 27.00 15 46.92 2,346.00 564.00 7,04 3,183.0 (1.533.00) 05/16/07 2010 • 1 8.30 415.00 2,437.00 3200 15 46.80 2,340.00 510.00 7.00 2,755.0 3,557.0 3,078.0 (74500) (1,507.00) (1,288.00) 05/17/072,050 , - 2 16.26 843.00 2,009.00 27.00 17 14 84.231 44.72 2,714.00 2,236.00 136.00 614.00 2.00 800 05/18/07 1,810 •- 2 16.84 842.00 2,010.00 27.00 05/19/07,96() , 1 8.38 419.00 2,433.00 32.0 15 46.00 2,400.00 450.00 6.00 2,819.0 (859.00) 05120/07 1,735 - 2 16 95 847.50 2,004.50 27.00' 15 43.03 2,401.50 443.50 6.00 3.249.0 (1.514.00) 05121/071,735 • 2 16.80 840.00 2,012.00 27.00 17 54.97 2,748.50 101.50 1.0 3,588.5 (1.853.50) 05/22/071.660 • 1 5.33 416,50 2,435.50 32.00 15 50.87 2,543.50 306.50 4.00 2,560.0 (1,300.00) 05/23/07,720 • - - 2 16.68 834.00 2.018.00 27.00 14 44.91 2,245.50 604.50 8.00 3,079.5 (1,359.50) 05/24/07 1.720 tl 8.47 423.50 2,423.50 32.00 15 47.97 2,398.50 451.50' 6.00 2,822.41 (1,102.00)1 05!25107 1,960 3' 1 67.29. 1254.00 8.37, 418-50 1,56$.00 2,433.50 21.00 32,00 15) 47.75 1 166E 51.30 2.387.50 2565.00 462.50 285.00 6.00 4.00 3.651.5 2,983.5 (1,691.50) (1,573.50) 05/26/07 1,410 - 05/27/07 1,490 2 16.92 84100. 2,011.00 27.00 16 50.721 2,536.00 314.00 4.00 3,377.0 (1.947.00) 05/28/07-•2 1,670 16.951 847.54 2,004.50 27-00 15 43.60 2,430.00 420.00 6,00 (1.707.50) 05/29/07 1,740 • 2 18,93 846.50 2,005.50 27.00 15 47.75 2.387.50 462.50 ....-i,3,277.5 6.00 3,234.0 (1,494.00) 05/30/07 1 530 , 2 16.77 838.50 2,013.50 27.00 15 47,81 2,390.50 459.50 6.00 3,229.0 (1,699.00) 05/31/07 1,850 2 17.25 862.50 1,989.50 27.00 16 50.85 2,542.50 307.50, 4.00 3,405.0 (1,555.00) 06101107 1850 • 2 16.93 846.501 2,005.50 27.00 16 50.73 2,536.501 313.501 4.00 _ 3,363.0 (1,533.00) 06102/07 1,960, - • 2 16.95 847.501 2,004.50 27.00 15 47.93 2,396.50 453.50 6.00 2.00 3,244.0 (1,264.00) 06103/07 1,460 - - 21 16.65 832.50 2,019.50 27.00 17 54,62 2,731.00 119.00 - 35663.5 - (2,103.50), 06/04/07 2,000 • - 1 8.42 421.00 2,431.00 32.00 15 47.28 2,364.00 486.00 6.00 2,785.0 (785.00) 06/05/07 2,170 2 16.84 842.00 2,010.00, 27.00 15! 466.83 2,341.50 508.50 7.00 3,183.5 (1,013.50) 06/08/07 2,100 - 2 17.03 851.50 2,000.50 27.00 15 46.22 2,341.00 509.00 7.00 3,192.5 - ` (1,092.50) 06107/07 1,900 3 25.58 1,279.00 1,573.00 21.00 16 50.30 2,515.00 335.00 4.00 37940 (1,894.00) 06/08/071570•- - 2 16.80 840.00 2.012.00 27.00 15 46.92 2,346.00 -- - 504.00 7.00 3,186.0 (1,616.00) 06/09/07 t 440 • 2 16.70 835.00 2,017,00 27.00 101 50.17 2,508.50 341.50 5.00 3343.5 (1,903.50) 06/10/07 2.530 - 3 25.63 1,281.50 1,570.50 21.00 15 47.04 2,352.00 498.00 7.00 3,633.5 - (1,103.50) 06/11107 3.240 • 2 16.98 849.00 2,003.00 27.00 16 50.42 2,521.00 329.00 4.00 3,370.0 (130.00) 06/12/07 2,010 Well dela averaged out. Well data averaged but. 2 2 12.40 21.37 620.00 1,068.50 2,232.00 1,733.50 30.00 24.00 18 57.03 2,851.50 15 47.25 2,362.50 -1.50 487.50 0.00 7.00 3,471.5 3,431.0 (1.461.50) 06/13107 06/14/07 --- 5/074.00 06/16/07 2,010 (1,421.00) 2.010 2,010 1,990 2,250 -•-•---- 2,200 2.200 1,860 2,250 ---- - -4-,310 4,790 • • • Well data averaged out.___•. _ Well data avers ed out. 3 21- 25.71 16.95 1,285.50 1,588.50 847.50 2.004.50 849.00 2,003.00 21.00165 16 15 14 10 6 . 50.41 47,38 2.520.50 2,389.00 2,200,00 1,586.00 4.00 6.00 9.00 17.00 25.00 27.00 25.00 29,00 3,799.5 3,368.0 3;218.0 - 3.481.5 3,818.5 6,453.0 2,528.5 2,237.5. 3.2915'-- - - - - - __ _- (1,789.50) _ (1,358.00) (1,228.00 ) - - ---- ----- (1,231.50) (1,61850) (4,253.00) 27.00 329.50 • - , - _ • __ ` -H2O 2 16.98 27.00, 431.00 06/17/07 ---- 05/18/07 46!19107 --- 3 25.63 1,28150[ 1,570.50 21.00 44.00 31.72 19.32 650.00 5 12 44.65 109,74 2.232.50 619.50 B. 35.00 1,264.00 --� LEFT RUNNING TO 5,487.00 2.635.00 960.00 1,884.44 06/20/074 06/21/07 06/22107 __ - 06/23107 • 3 6 34.53 25.93 53.03 1,729.00 1,296.50 1.123.00 15.00 21.00 5 6 4 15.99 799.50 18.82 941.00 2,050.50 (568.50) 12.50 1,018.50 - 1,555.50 260.50 1,909.00 2,651.50 3.00 12.80 640.00 2,210.00 • WATER PLANTS 17-A 4 34.61 1,730.50 1,121.50 15.00 5 16.37 813.50 2,031.50 27.00 2,549.0 2,241.00 Page 19 of Pages 24 6/2/20083'23 PM H:107681\Tabulated Flows -20080529.x15 Heron's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Septic System Use, by Pumping Time and Pumping Rate of 50-gpm. (gallonsiminute) a Septic Pump System NI (1,.01-gpd Average Capactfy) (NEW Fiberglass Tank) e Septic Pump System T2 (1;900-gpd Average Capacity) (OLD Concrete Tank) Daily Water Use MINUS Daily Combined Sept -se Flows (gallons/day) '• Negative Values On Rad} indicate more water through bath septic Fields NI 8 #2 Combined Dale Main Well Meter (gallons/day) Restrooms, Washing Machines & Office Water Meter (gallons/day) Comments/Anomalies Cycles Rknutes Available Caf:ac ty in galiens. Available Czeacity in units, at Galtcns,`Day teycnd PEAK Cesign Capacity 75-g,.0 PEAK ca2.acsty per (2,852 -+.,pd) I unit- Cj::es! Lfinutes Gaiter's/Day Avaitatle Capacity in gallons, Aaa8lable Capacity in units. at h teycnd PEAK Design Capacity ! r,.= „0 FE iK capacity per (2.80 -cod) I unit. systems than was pumped from the well. ^• Total Flow (galicns/day) - - - - 2 17.14 857.00 1.995 CO 27.00 11' 36.77' 1,838.50 1,4;' SCC 13.00 - - (1,705.50) 2,695.5 06/24/07 990 Added 1500 •allcns 06/25/071.564 • 3 25.84 1,292.00 1,560.0C; 21.00 4 13.40 670.00 2.t0_ -C 29.00 - 1,962.0 - (402.00) 06/26/07 3,780 H2O LEFT RUNNING TO 3 25.77 1,288.501 1,583.50 21 CC 5 16.57 828.50 2.C.'"v1 27.00 2,t17.0� - 1,663.00 06/27/07 2.310 WATER PLANTS 17-A 2 856.00 1,925.00 2 CO 4 13.08 654.00 2,157 CC, 29.00 1,510.0 800.00 61.76 3,088.00 _36.40 -3.CC 4 13.27 663.50 2.177 50. 29.00 3,751.5 (1,061.50) 06/28/077 2,690 WATERING HIS RV 21-A 3 25.60 1,260.00 1,572.00 21.50 4 13.22 661.00 2,176.'=0� 29.50 1,941.0 69.00 06/29107 2,010 06/30/07 2,160 3 25-69 1,284.50 1,567 50 221,00 6 20.07 1,003.50 1,848.50 25.00 I 2,288.0 (128.00) 07/01/07 1.591! 3 25.82 1,291.00 1,561.00. 21.00 6 19.69 984.50 1,865.50 25.00 2,275.5 (685.50) 07/02/07 4,150 H2O LEFT RUNNING TC! 2 16.95 847-50 2,004.50 27.50 41 13.13 656.50 2.193.50 29.00 1 504.0 2,685.00 07/03/07 2,230 - WATERPLANTS 17-A 2 16,95 847.501 2,554.50 27.00 5i 16.20 810.00 2,040 -CO 27.00 1,657.5 622.50 07104/07 2,180 3 25.70 1,285,00 1,587.00 21.00 6} 19.43 971.50 1,873.50 2500 2,256.5 (76.50) 07/05/072,330 " " • 3 25.95 1,297.50 1,554.50 21,00 80 25.58 1.329.00 1.521.00 20.00 2,626.5 (296.50) 07/06/07 1790 3 25.52 1,276.00 1,576.50 21.00 7 23.01 1,150.50 1,69950 23.00 2,426.5 (636.50) 07/07/07 2.210 3 25.43 1,274.40 1,575-00 21.00 10 32.85 1,642.50 1,207.50 16.00 2,916.5 (706.50) 07/08/072,050 •••2 16.70 835.00 2,017.00 27.00 8 26.08 1,304.00 1,546.00 21.00 2,139.0 (89.00) 07/09/07 3,060 • 3 25.76 1,288.00 1,584.00 21.50 61 19.32 966.00 1,884.00 25.00 2,254.0 806.00 07/10/072,850 ••2 17.02 851.00' 2.001.00 27.00 7 22.55 1,127.50 1,722.50 23.00 1,978.5 871.50 07/11/073,210 • 3 25.67 1,283 50 1,568 50 21.00 b l 19.38 969.00 1.881.50 25.00 2,252.5 957.50 1,807.54 25.00 2,650.0 (1,180.00) 07/12/07 1.470 4 33.94 1,697.00 1,155.00 15.00 8 19.06 953.00 07/13/07 2 200 2 17.05 852.50 1,959.50 27.50 7 22.05 1,102.50 1,747.50 23.00 1,9550 245.00 1,731.00 23,00 2,401.0 649.00 07/14/07 3,050 SpaceAwashingcars 3 25.64 1,282.00 1,570.00 21.00 7 22.38 1,119.00 1,750.00 23.00 2,801.0 (311.00) 07/15/072490 _•4 34.02 1.701.00 1.151:00 15.00 71 22.00 1,100.00 1,906.00 25.00 2,227.0 513.00 07/16/072,740 - - - 3 25.66 1,283.00 1,569.00 21.00 6 13.88 944.00 -336.00' .4,C0 4,031.0 (851.00) 07/17/073,180 • water leak 17A 2 16.90 845.00 2,007.00 27.00 20I 63.72 3,186.00 195.00 3.50 3,503,5 (1,103.50) 07/181072 444 1 2 16.97 848.50 2,003.50 27.00 17 53.10 2.655.00 41.00 1.00 4,514.0 (1,944.00) 07/19/07 _ 2,570 4 34.10 1,705.00 1,147,00 15.00 18 55.18 2,809.00 503.00 7.04 3,628.0 (448.00) 07/20/07 3,180 water leak 56 25.62 1,281.00 1,571.00 21.00 15 46.94 2,347.00 341.001 5.00 3,781.0 239.00 07121/07 4,020 19A left water rennin. 25.44 1,272.00 1,580.00 21.00 16 50.18 2,509.00 -110,00 -1.00 4,243.5 - - - (1.403.50) 07/22/07 2,840 • 25.67 1,283.50 1,568,50 21.00 19 59.20 2,960.00 07/23/0730311 • • 2 17.12 856.00 1,996.00 27.00 17 52.63 2,631.50 218.50 3.00 3.487.5 (457.50) -96.50 -1.00 4,236.5 (636.50) 07/24/07 3,600 wafer leak 4A 3 25.80 1,290.00 1,562.00 21.00 19 58.93 2,946.50 686.00 9.00 3,013.D 447.00 07/25107 3,460 • • • H2O leak 20A, 4A, 12A 2 2 3 16.96 17.02 25.85 849.00 851.00 1,292.50 2,003.00 2,001,00 1,559.50 27.00 14 43.28 2,164.00 1,290.00 17.00 2',41 t.0 --- ---- - - -- _ _ - . _. 1.209.00 07/26/07 3,620 • - • SpaceAleitwatertut 27,40 21.00 10 15 31,20 47.38 1,560,00 2,369.00 431.00 6.00 3,661.5 (1,281.50) 07/27/07 --T-- 2,380 -- - -- - 07/28/07 2 540 2 3 16.90 845.00 25.75 1,2287.50 2,007.00 1.584.50 27.00 21.00 - 21.00 15 12 12 46.42 37.75 38.42 2,321,00 1,887.50 1,921.00 529.00 7.00 3,166.r: (626.00) 07/29/07 1880 - 962.50 13.00 3,175.0 (1,295,00) 929.00' 12.00 3,201.0 (951.00) 07/30107 2.290 • •.60 3 25 1,280.00 --- '- - 1,572.00-- 443.00 3,267.0 - -(647.00) 07/31/07 2,600 •- •• 27.00 15 48.04 2.402.00 2 5 16.90, 43.65 845.00 2,183.00 _ - - . 2,007.00 669.00 _- 150.00 - - -6.00 2.00 - '- 4,883.0 (2,153.00) 08/01107 2,730 ^ 9.00 21.00 17 74.00 20 64.40 2,700.00 3,220.00 -370.00 -5.00 4,520.0 (2,530.00) ----- 08/02/07 1,990 4 26.00 1,300.00 1,552.00 515.00 7.00 3.6200 (400.00) 08103/07 3,220 ----- - -- • -- - water leak 7A & 8A ---- 4 25.70 1,285.00 1,667.00 21.00 15 46,70 2,335.00 Page 20 of Pages 24 6/2/20083:23 PM H007681 Tabulated Flows -20080529 xis Heron's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Septic System Use. by Pumping Time and Pumping Rate of 50-gpm. (gallons/minute) Daily Water Use MINUS Dally Combined Septic Rows (gallons/day) " Negative Values (in Red) indicate more water through bath septic systems than was pumped from the well. " - Septic -� Cycles Minutes utas Pump System 41 (1.901 -god Average Capacity) (NEW Fiberglass Tank) Available Capain gagers. , Available cty �lable Capacity in units. at Gallonsrl7ay teycrd PEAK Design Capar:ty 7' -;FC PEAK capacity per 12.852-ccel i unit. ' Cycles Septic Minutes Pump System Oallens,Day 62 (1.900-9pd Average Capacity) (OLD Ava iatta Capacity in callers, Ceycnd PEAK Desigr. Capacity (2.5.0 -pod) Concrete Tank) Available Capacity in units, at 73 g d PEAK capacity per unit. Fields 41 8 42 Combined Total Flow (gallons/day) Dale Main Well Meter (gallcnslday) Restrooms,1Nashing Machines & Office Water Meter (gallons/day Comments/Anomalies 08/04/072830 . - 3 25.41 1,270.50, 1.581.50 21.50 16 17 15 17 50.08 52.60 46.581 53.02 2,504.00 2,630.00 2,329.00 2.651.00 346.00 2:0 00 521.00 199.00 5.00L 3,774,5 3.00 3,904.5 7.00 3,606.5 3.00 3,951.5 (944.50) (264.50) (286.50) (1,501.50) 08/05/073.640 - - water teak space E water Ik space E, 56 & 12A 3 3 3 25.49 25.55 26.01 1,274.50 1,277.50 1,300.50 1,577.501 1,574.60' 1,551.50 21.00 21.00 21.00 08/06/07 3,320 08/07/072,450 • • 08/08/072,510 _ ' - 3 25.775 1,287.50 1,554.50 21.20 13 56.58 2,829.00 21,00 0.00 4,116.5 (1,606.50) 081109/072,560 • 4 34.48 1,724,00 1,128.00 15.00 12 37.60 1,980.00 970.00 13.00 3,604,0 (1,044.00) 08/10/07 2.080 3 25.67 1,283.50 - 1,658.50 21.00 5 15.98 799.00 2,051.00 27.00 2,082.5 (2.50) 08/111073.350 •- " water leak E & T8 3 25.53 1,276.50 1,575.50 21.00 5 16.00 800.00 2.050.00 27.00 2,076.5 1,273.50 08/12107 1,740 " -2,389.5 3 25.62 1,281.00 1,571.00 21.00 7 22.17 1,108.50 1,741.50 23.00 (649.50) 08/13/07- 3,470 H2O running 12A 3 25.33) 1,266.50 1685.50' 21.00 6 19.28 964.00 1.586.00 25.00 2,230.5 1.239.50 08/14/172,090 - - 3 25.24 1,262.00 1,590.00 21-00 7 22.53 1,126.50 1,723.50 23.00 2,388,5 (298.50) 08/15/072,630 •" 2 16.75 837.50 2,014.50. 27.00 8 25.73 1,286.50 1,563.50 21.00 2,124.0 506.00 08/18/07 2,560 - 2 16.99 849.50 2,052.50 27.00 6 19.28 964.001 1.886.00 25.00 1,813.5 746.50 08/17/072,330 - -• 3 25.42 1,271.00 1,551.00. 21.00 5 15.98 799.00 2,051.00 27.50 2,070.0 260.00 08/18/072,260 - 2,85100' 08/19/07 2,010 • 2,852.00 08/20/07 1,990 2.852.00 08/21/07 1,570 3 25.18 1258 1,593.50 21.00 Currently, data not avaitablefrom System 62. 08/22/07 2,670 • water leak from RV 12A 2 16.91 845.5 2,006.501 27.00 "{ " 08/23/07 1,810 520 Meter Installed in Of Ice/Laundry 3 25.38 1269 1,583.00 21.00 " " 08/24/07 5,390 760 3 25.2 1260 1,592.00 21.00 " " " " " 08/25/07 2,800 390 14A watering plants Os 2 3 16.74, 8371 2,015.00 25.67 1283.5 1 663.50 27.00 21.00 " - - " " "i 08126/17 1,500 700 08127/07 1,960 750 2 16.88 2,008.00 844 27.00 " ' - 08/28107 2,560 340 3 25.19 1259.5 1,592.50 21.00 " "jl - 08/29/07 1,990 470 2 17.12 854 1,996.00 27.00 " - 08/30/074,780 810 4 26.89 134 t.5 1,507.50 20.50 " " " " 08/31/072,130 580 3 25.3 1265 1,587.00 21.00 09/01/07 1,430 610 2 17.53 876.5 1,975.50 26.00 " " " 09/02/07 2,120 530 Leak in mens bir 2 17.08 854 1,998.00 27.00 21,00 " " "` " 09/03/07- 09/04/07 -- 1,880 750 3 25.46 1273 1,579.00 -- 1,840 ------ 1,730 Z=OO 1,820 2,610 1.040 -- 396 St4 900 640 2 16.97 848.5 857,5 2„003.50 27.00 " " 09/05107 -- 2 17.15 1.994.50 27.00 21.04' -_._ 09/06/07 09l07l07 09/08/07 09I09l07 09/10/07 - 3 2 25.6 17.25 1280 1,572.00 J. 7 " -- 862.5 1,9x9.50 27.00 " -----_._- - -- -- -. -- -- _.._. --- _ 820 760 leak In mens bar 3 3 25.42 1271 1306 1,581.00 1,546.00 21.00 26.12 21.00 2,530 710 ewe Lfaucet leak 2 3 16.93 846.5 2,005.50 27.00 - 09/11/07 09/12/07 1,900 2,010 700 26.07 1303.5- 1,548,50 21.00 " 350 2 17.15 857.5 1,594.50 27,00 " " 09l13l07 2,380 690 2 17.01 850.5 2.001.50 27.00 " Page 21 of Pages 24 6/2/20083:23 PM H:107681VTabulated Flows -20080529.x15 Heron's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Septic System Use, by Pumping Time and Pumping Rate of 50-gpm. (galionsiminute) Septic Romp System =' 1;1.901 gpd Average Cayacity) (NEW Fiberglass Tank) Se, a Pump System 42 (1.900 ,Fd Average Capacity) (OLD Concrete Tank) ! :f & 42 Combined Daily Water Use MINUS Daily Combined Septic Flows [gallons/day) ] '' Negative Values (in Rad) indicate more water through both septic Date Main Well Cvlefer (gallons/day) Restrcams. Mashing attonir:es & Office Water Meter (gallons/day) Comments/Anomalies Cycles 1 Minutes Axailatte Capacity in gallons. Available Capaciay in units, at Galter'..s.Da a cnd PEAK Design Capacity 75�-pd PEAK capacityper Y } y p Y e I 12 852 -Sod) unit. Cy ies, Minutes 1-' ' Gallons'Da Y Availett Capacity in gallons. Available Capacity in units, at tey cnd PEAK Cesi n Capacity 7.,-s d PEAK capacit per !' g 1 a eR I (2,650.-ccd) unit. Fields Tote Ff�v (gallons/day) systems than was pumped from the well " 09/141072,060 660 3 "ca.65 E282.5' 1,569.50 21.00 - 09115/07 1,880 730 I 8.52 426 2,426.00 32.00 " " " " 09116/07 1,720 440 3 25.44 1272 1,560.00 21.00 09117!07 2,110 640 2 16.92 846 2.006,001 27.00 " 09/18/07 1,710 230 1 8.43 421.5 2,420.50 32.20 09/19107 2,400 420 2 16.94 817 2,005.00 27.00 " 09/20/07 1,450 530 2 16.85 842,5 2.009.50 27.00 05/21/01 2.030 240 2 16.85 842.5 2.009.50 27,00 "I 09/22/07 1,630 630 3 25.46 1273 1,579.00 21.00 09/23/07 2,510 710 2 17 85,012.002.00 27.00 " 09(24107 1.560 300 1 8.47 423.5 2,428.60 32.00 09(25!07 1,740 430 2 16.87 643.5 2,008.50 27.00 09126101 2,030 390 21 16.95 647-5 2.004.50 27.00 » " " 09f27107 1,790 350 2 17.47 873.5 1,978.50 26.00 " 09/28/07 1,960 630 2 17.18 859 1,993.00 27.00 09/29107 1,930 580 2 16.9 845 2,007.00 27.00 " 09/30107 1,410 550 3 25,76 1288 1,564.00 21.00 " 10/01/07 2,490 440 1 8.43 421.5 2,430.50 32.00 " " 10/02707 1,610 480 3 25,5o 1278 1,574.00 21.00 " .. 10/03/07 2.050 640 _ _ 2 17.23 861.5 1,990.50 27.00 i 10!04107 2.350 600 3 25.75 12287.5' 1,564.50 21.00 ' 10/05/07 2,180 600 2, 17.15 857.5 1,994.50 27.00 " 2 17.14 857 1,995.00 27.00 " 10/06/07 1,790 440 101071011,770 350 2 17,05 8"82.5 1,999.50 27.00 10/08)07 1,910 450 2 17.12 856 1,996.00 27.00 - 2 17.02 851 7 2,001.001 27.00 " „I 10109/07 2,410 570 3 25.45 1272.5' 1,579.50 21.00 " " " 10/10107 2,000 430 2 17,12 856 1,996.00 27.00 ''" " " 10111107 E,880 57D 2 17 850 2,002.00 27.00 '" " " " 10/12107 1,670 430 3 25.83 1291.5 1,560.50 21.00 " " " " " 10113107 1,900 570 3 25.8 1290 1,562.00 21.00 " " '' 10/14/07 2,040 480 2 17.2I 860 1,992.00 2700 " 10/15/07 2,060 500 10(16107 1}700 300 3 25.4 1270 1,582.00 21.00 " " " 10117/07 1,960 500 2 16.96 818 - -- --- 2,004.00 27.00 " , - 10118/07 2,220 500 2 17.2E 860.5 1,991.50 27.00 3 25.6 1280 1,572.00 21.00 " 10!19107 1 880 480 10(20107 2,370 - 649 2 17.081- 852.5 1,999.50 27.7 7 " 10/21/07 1440 550 __- 2 17.19 859.5 1,992.50 27.00 " ' 10/22/07 1,364 570 2 17.03 85152,000.50 27.00 ' 10123107 - ---- 1,970 660 2 1725 862.5 1.989.50 27.00 3 25.66 1283 1,569.00 21.0(0 " 10124/07 1,990 670 Page 22 of Pages 24 6(2!20083 23 PM H:107681\Tabulated Flaws-20080529.xls Heron's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Septic System Use. by Pumping Time and Pumping Rate of 50-gpm. (gallons/minute) Se=tic P.m; System 41 (1,901 apd Average Capacity) (NEW Fiberglass Tank) Se:!...:P.r,.p System ",2 (1,900-gpd Average Capacity) (OLD Concrete Tank) Fields +1 & 42 Combined Daily Water Use MINUS Daily Combined Septic Flowsallons/da y) Negative Values (in Red) indicate more water through both septic Date Main Weft Mater (gallons/day) Reslrcpms, Washing Machines $ Office Water Meer (gems/day) Comments/Anomalies CyC s Minutes I 21 17 13 Gailors'C.3y 856.51 Available Capacity in gallons. beyond PEAK Design Capacity (2,852.4ed) 1,995.50 Available Cacacity In units, at 75 ,pd PEAK capacity per unit. 227.00 Cedes, .. : _ G_tkns,Day' Available Capacity in gailcns, Available Capacity in units, at beyond PEAK Design Capacay 75-gpd PEAK capacity per (2,850 -Sed) unit. "I " Total Flew (geilonsmay) systems than was pumped from the well " 10/25/071,684 690 17.2 66011,992.00 27.00 " " " 10/26/07 1,330 660 16.77 i "2,013.50 27.00 838.5 '1 °' ' 10/27/07 1,910 680 3 25.68 1281 1,563.00 21200 • 10128/07 1,960 450 24.94 1247 1,605.00 21.00 10129/072,110 650 1 6 2-5 414 2,438.00 33-09 101301072,150 680 2 18.82 831 2.021:00 27.00 " " * " 10/31/07 1,580 620 11/01/07 1,52(Y, 570 2 16.62 831 2,021.00 27.00' " " 1 8.27 413.5 2,438-50 33.00 • 11/02/07 1,640 480 3 25_21I 12E0.5 1,591.50 21.00 11/03/07 2,010 570 2 16 53 811.5 2,010.50 27.00 ' " j 11/04/07 1.710 400 11/05/071,890 570 2 l5.9 815 2,007.00 27. + " " ' "' 2 16.881 844 2,008.00 27.00 •" " 11/06/07 1,600 430 2 16.97 648.5 2,003.50 27.00 ' " 11/07/07 2,040 70 2 10.77 638.5 2,013.50 27.00 " " " 11/08107 1,910 630 3 25.01 1250.5 1,601,50 21.00 " " " " 11/09/07 1,680 590 2 17.14 857 1,995.00 27.00 " 11/10/07 1,390 520 3 25.85 1,559.50 21.00 1292.5 " 11/11/07 1.850 530 3 25-25 1262.5 1,589.50 21.00 " " 11/12/07 2,170 640 2 18.52 826 2,025.00 27.00 " " " 11113107 2.110 650 11/14/07 1,260 - 620 2 16-73 836.5 2,015.50 27.00 " " 11/15/07 2.090 520 5 43.33 685.50 9.i+ 2186.5 " '1 41 34.42 1721 1,731.00 15.++ ' 11/16/07 4,230 1,210 water leak 4A & 7A 5 40.24 20121 840.00 11:�+ 11/17/07 1.990 1,420 7 62.25 3112.5 260.50 -3.00 " 11118107 4,510 3,100 water leak 7A $17A 2 16.96 848 2,404.00 27.00 11/19/07 4,100 1,160 water leak 17A 11/20/07 3,600 490 water teak 17A 2 16.6 830 2,022.00 27.00 1 SAS 422.5 2,429.50 32.00 11/21/07 1,310 420 1, 8,35 417.5 2,434.50 32.00 " " 11/22107 2,210 270 2 641 2,011.00 27.00 11123107 2,030 390 1 8.78 439 2,413.00 32.00 " " 11/24/07 1540 420 11/25/07 1,630 410 2 17.2 860 1,992.00 27.00 • " 11/26/07 1,750 590 2 16.82 841 - -- - - -- 2,011.00 27.00 " " " 11/27/07 1,870 360 2 17.12 856 1496.00 27,00 " - -- 11128!072,005.00 1,810 490 --_�.- - - 2 16.94 847 27.0C " " ''--- 2 16.59 829.5 2.022.50 27.00 " ' 11/29/07 -,- 1,871 --------- 650 11/30/07 1,499 410 2 18.61 830.5 2,021.50 27.00 " " 12101/07 1.7?0 490 3 25.55 1277.5 1,574.50 21.00 "' " 3 25.83 1291.5 1,500.50 21.00 " " - - " " - - __ __ 12102107 2,340 - ---- - 580 - - -- _--- water leak 3A 12103/07 2,420 830 2 16.8 640u z.a1a-co 27,00 • " " . --- 12/04/07 1,690 750 3 25.33 1266.5 1,585.50 21.00 " " Page 23 of Pages 24 6/2120083:23 PM H:1Q76811Tabulated Flows-20080529.xls Heron's Nest RV Park Water and Septic System Use Records Actual Water Usage by Meter Reading Septic System Use, by Pumping Time and Pumping Rate of 50.gpm. (gallons/minute) Septic Pump System 1 (1,901 ,pd Average Capacity? (NEW Fiberglass Tank) Septic Pump System 62 (1,900 ,pd Average Capacity) (OLD Concrete Tank) Fields a1 $ �2 Combined Tet31 Flcw (gallons/day) -- DailyWater Use MINUS Dail Combined Septic Flows (gallons/day) Y P (g Y) » Negative Values (in Red) indicate more water through both septic systems than was pumped from the well. " Date Main Well Meter (gallons/day) R flee W s, Washing Machines & Office Water Meter (gallons day) COmmenlsIAnemalies 1 Avadatte Capacity in gaticns, C. `.�:r.0:es Gallons:Day, beyond PEAK Cosign Capacity (2.852 -OPO) 2i 16.53' 846.5 2,005.50 Available Ca ac y In writs, at c 75-gpd PEAK aeac:tr per writ, 27.00 C p:es Minutes; Gaitcrs/Day 1 •I Available Capacity in galicns, " Availat le Capacity it urns, a; beyond PEAK Design Capacity . 75-gpd PEAK coca..:y per (2,850-npd) unit. " I 12/05/07 2,100 770 12106/071,320 654 3 240/ 124'3 1,604.00 21.00 »1 " "' • " 12/07/07 1,680 450 2I 16°5 842.51 2,009.50! 27.00 12108/07 1,540 488 3 f.59 1266.5 1,585.50 21.00 •1 " 12109/07 2,040 367 3 25.29' 1264.5+ 1,587.50 21.00 " " " 12/10/07 1,850 710 3 .6.17 1258.51 1,593.50 21,00 " " 12/11/072,980 1,415' water leak in bathroom 2 16 .62.1846 2,006.00 227.00 12/12/07 2,020 786 3 25.591 1279.5 1,572.50 21.00 " " ! 12/13/07 2,010 2,310 480 800 2 17,1 855 1 1667.00 27.CC • I " �_ 12/14/07 12/15/07 1,140 510 1 12/16107 2,130 580 12117/07 2,820 680 water leak 9A 12/18/07 1,370 600 i - 12/19/07 620 Total Wate uses: (gallons/day 1,911,093 71,110 Total water meter values Include ALL days, Including days with Identified leaks or outside uses (riot directed to septic systems) Average o ALL Dail Water Use: _ ations/day . Average Dail Water Us (9o0n9 t septi" systems): luatlons/dav 2,005 598 Average daily water uses (includes ALL days). Average Daily Water Use per RV' site, based on 56 units. 26.90 (gallons/day) 1,916 594 Average of water meter values, omitting days with leaks or known outside Uses. Average Daily Water Use per RV site, based on 56 units. 2400 (gallons/day) Corrected to remove. days with leaks. - Page 24 of Pages 24 6/2/20083:23 PM H:1076811Tabuiated Flows-20080529.ds ASSESSOR'S MAI' 200 Ff PROPERTY OWNERS MINERAL. RIGHTS OWNER Adjoining 2179-044 ipsTARA 2179-044-04-017 t` OD Amended Fezzi—Julius Exemption LAT A U.S. 6 AND 24 1) Y� LAT B Tax Exempt LAT A 3.226 Ac. LAT C 3.227 Ac. 043 LOT B 3.997 Ac. Serra Ora p0.60% 88L3 4° Ne1.t) Cool -12 CO To t Bnivrt Thew t/ 1�lsrn SE Oeda:vdooe_ co 7/13 State of Colorado COFxeaer Ido 100 (0 6. 0,4 Wai betwet CO `8102-1 +o zs_e(s_F) ife DENVER A N R I 0 23 -4(S -F) Tax Exempt Town of Silt 06 PARK AREA 1.35 Ac. • '/ tlenpp 0f' Si 14- P (7. 0(V 7D s,l+- C0 ups IF '1' A O O O SUB. DIVa\ 2179/044-05-017 `29 5 07 >n r, I A w 60' qI I 106' al 106' 12 46 59 IIB 07 \`_11 012 9B 011 IIA 10A GRANDE CoLoRAbO bEPT ,OF7LA135POtAriokl uz c (,- S -f SutTE 1.0( 6EA1,36 JuNCT/O/v Co &l;o-{ WASTE1'�QTER TREATMENT FACILITY TodP of PO .66k ?o 1 Sif Co C 0 23-4(3-F) 2HC-38F R A D 0 29-4(3-r) 80' HOME T AVENUE 0 U U 2-8C(S-►) Ltona.rK 4 1oa-Ina 4-1Ld J -04o co 1,--la.tr- C'i 14- Co RICeSZ 80' 1m A 2-HC(S-F) V 2179-044-00-006 11. 10' 23 -4(S -F) v u7,(/ air Co D8�'�GrdC Aspen Co iiW 4 3 N M 2 -14S -F) n. C ADDITIION x e I • N — F U.S. 6 AND 24 l TT Betel1 A._ A 2crser, Ao• 53y )vei.t..) caakta STERN RIGHT In}),� h+ 'amend LL a .�35-7 SSi J+ C a g 1 cnsZ_ 0 F W A Y !fJ tcrecc &wlrea LA 281 GAS - at gage-Dlr. Nei-oC Ne Cts SIG t4} un)ro,v 141-c i Pt Igo 0 LbL< rC Pp}3p at -14044 lti& 45 !}c/ - !Coq o 10 Al .J- cs&&4.rlr cry 0210Z 5,6i' eet Cd u&n to Le_ Co 7'&&j Giver Fra -v* Read (Lc /1007- Sxy loth, 61eniAloconikeT Co 8l lob I n -4(3-p,) Li RFt re, Lit P0,30x20c/ 5rH-co81&3Z JEAU A)(IrEf2. StrteET 1)1 w Plg11J ST S, it c0 81WSZ a✓ to PL-zc I! I/ S Sin(, p.o.60x zq� tl 544- Co VI &AZ. (8-F) 2-HC(B-p) 7arYLLot 4 Ro - Ho P bn. 333r„i Sl l }- CO River 3 Va/le9 rm S _ n c I 2179-093-00-327 (DO la a N COI/M.1 ache S5 /i CI: Tyr 7520 (0 Frontage Road i4 3-‘). Jb�� 7 3co > 6-eV erlib �SI 1. 7 Q �cJ P -o. 201- `- Sr if Co ElbSZ. ,0 Lot 3 Lot 3, Sievers Amended Exemption 'Sue)) E.CT PAIZCE s lei ore CAS T s 4 GEA10 &&1 LOPE? f /a EUCLI CfIBONJ 1?94 L,E Co a , (oz 9 Go -F 6,2EC-oreio d SJLl,,1/4 r -a 6t, .667-x acq 57/1- Co 8' KZ North Meander Line 2HC- BF 5,e- 5o5 5 2179-114-00-114 r Adjoining 2179 APPROVED COUNTY ASSESSOR 2179-09 T.6S.-R.92W. SEC. 9 N.E 1/1 Ccxn 4&.c I A�. P,eoPECR S !,3c 1”. O _ (Sqc t aes a/ FLS Ccs ?1 Coco 200' Property Owners — Herons Nest RV Park Expansion Special Use Permit July 2008 1. Valley Farms, Inc. 6060 N. Central Expressway, Ste 305 Dallas, TX 75206 Parcel Number 2179-114-00-014 2. Town of Silt P.O. Box 70 Silt, CO 81652 Parcel Number 2179-091-00-027 3. Colorado Dept. of Transportation 222 S. 6th Street Grand Junction, CO 81504 No Parcel Number 4. State of Colorado Wheeler State Wildlife Area 6060 Broadway Denver, CO 80216-1029 Parcel Number 2179-091-00-018 5. Toby and Evalina Friemel 1480 SE Stonebridge Drive Cedaredge, CO 81413 Parcel Number 2179-091-00-037 6. Sierra Excavating, LLC P.O. Box 886 New Castle, CO 81647 Parcel Number 2179-091-00-035 200' Property Owners — Herons Nest RV Park Expansion Special Use Permit July 2008 7. Leonard and Joanna Hedberg 240 W. Main Street Silt, CO 81652-9567 Parcel Number 2179-091-00-002 8. Clem LLC 300 Orchard Avenue Silt, CO 81652 Parcel Number 2179-091-00-022 9. Beverly Anderson P.O. Box 334 New Castle, CO 81647-0334 Parcel Number 2179-091-00-010 10. William Thomas Cookman 508 Park Circle Aspen, CO 81611 Parcel Number 2179-091-00-024 11. Charles and Phyllis Snider P.O. Box 294 Silt, CO 81652-0294 Parcel Number 2179-091-00-025 12. Wight Diamond LLC P.O. Box 453 Silt, CO 81652 Parcel Numbers 2179-091-00-017 and 2179-091-00-015 200' Property Owners — Herons Nest RV Park Expansion Special Use Permit July 2008 13. Alfred M. Gendreau 284 Castle Ridge Drive New Castle, CO 81647 Parcel Number 2179-091-00-014 14. CR Commercial Properties P.O. Box 1385 Rifle, CO 81650 No Parcel Number 15. Union Pacific Railroad 1400 Douglas Omaha, NE 68179-1640 16. Tomi Sue and Robert Higgins P.O. Box 393 Silt, CO 81652 Parcel Number 2179-091-07-002 17. River Frontage Road, LLC 4007 Sky Ranch Drive Glenwood Springs, CO 81601-9277 Parcel Number 2179-091-07-005 18. Alexandra and Anthony Jerkunica 0262 South Bill Creek Road Carbondale, CO 81623 Parcel Number 2179-091-07-004 200' Property Owners — Herons Nest RV Park Expansion Special Use Permit July 2008 19. Gregorio and Silvia Delgado P.O. Box 207 Silt, CO 81652 Parcel Numbers 2179-091-00-041 and 2179-091-07-003 20. Douglas Wight P.O. Box 453 Silt, CO 81652 Parcel Number 2179-091-00-016 21. El Retiro LLC P.O. Box 209 Silt, CO 81652 Parcel Number 2179-091-04-001 22. Jennifer Street 111 W. Main Street Silt, CO 81652 Parcel Number 2179-091-00-012 MINERAL RIGHTS OWNERSHIP Mineral Rights 100% of the mineral rights on the subject property of 27.468 acres is owned by: Cory and Jong Ok Nielson 3843 County Road 241 New Castle, CO 81647 Natural Gas Lease The mineral rights owners have leased the minerals by the Oil and Gas Lease recorded August 9, 2005, in Book 1714 at Page 998 as Reception No. 679774, and the Memorandum of Surface Use Agreement recorded October 28, 2005 in Book 1740 at Page 367 as Reception No. 685346. 1 WARRANTY DEED DEED OF TRUST LEGAL DESCRIPTION WARRANTY DEED TIIIS DEED, made this 30th day of March, 2007, between Jong Ok Nielson and Cory B. Nielson whose legal address is: 3843 County Road 241, New Castle, CO 81647 ,f the said County of Garfield and State of Colorado, herein collectively referred to as grantor, and Simon Cases and-ecnobeverfaver as to an undivided 30% interest and Genolreva Lopez as to an undivided 70% interest a whose legal address is: 118 Euclid, Carbondale CO 81623 Rec Fee $16.00 Doc Pee $279$0 of the said County of Garfield and State of Colorado, herein collectively referred to as grantee: WITNESS, that the grantor, for and in consideration of the sum of ( $10.00 ) Ten dollars and Zero cents. the receipt and sufficiency 01w/doh is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm, unto the grantees, their heirs and assigns forever, all the real property, together With improvements, if any, situate, lying and being in the County of Garfield and State of Colorado described as follows: Bee "Exhibit A" attached hereto also known by street and number as: 032958 River Frontage Road, Silt, CO 81652 xce a rese however trn a or their successors heirs and asst all of raptor's ri hts to ail and gas lying irt, under, or which may be produced. from the Property. TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate. right, title, interest, claim and demand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. IVO RAVE AND TO HOLD the said premises above bargained and described, with the appurtenanoes, unto the grantee, his heirs and assigns forever. And the grantor, for himself; his heirs, and personal representatives, does covenant, grant, bargain, and agree to and with the grantee, his heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, 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, excepting the } onnation eon% ined injignbit B and excepting and reserving unto the strmitor. their successors. heirs and assigns, all ofgrantor's rights to oil and gas lying in minder or which may be produced from thJroperty. The grantor shall and will WARRANT AND FOREVER DEFEND the above -bargained premises in the quiet and peaceable possession of the grantee, his heirs and assigns, against all and every person or persons lawfully claiming the *hole or any part thereof. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS Jong STATE OF Colorado COUNTY OF Garfield s execute eed on the da set fo .. ve. ) ss. ielson The foregoing instrument was acknowledged before me this 30th day of March, 2007, by Jong Ok Nielson and Cory B. Nielson, as grantor. My commission expires: September 6, 2010. Witness my hand and o Please Return to: Simon Casas & Genobeva Lopez 118 Euclid Carbondale, CO 81623 a 3 My Commission Expires 0910612010 Ssewan Tido orColoado - Glenwood Springs Division Fila Number: 20061240 No. 932A - Waranq Dced (Fox Photographic Record) '3ir)16'a. 't"rife_, eft, S��a3 EXHIBIT A LEGAL DESCRIPTION A parcel of land situated in Section 9, Township 6 South, Range 92 West of the 6th P.M., being more particularly described as follows: Beginning at a point on the southerly right of way of Interstate Highway No. 70 whence the Northeast Comer of said flection 9 bears North 18°3826" East 1214.13 feet; ance South 01°55'40" West 213.15 feet; thence North 82°S3'59" East 66.01 feet; thence South 03°13'44" West 228.6I feet; thence South 88°26'02" East 359.58 feet; thence South 00°2418" East 366.44 feet; thence North 88°26'02" West 506.17feet; thence South 06°27'30" West 412.00 feet to the center of the Colorado River; thence along said centerline North 88°26'02" West 147.89 feet; thence North 83°0045" West 613.74 feet; thence North 88°29'59" West 168.58 feet; thence departing said centerline North 11°4310" West 480.75 feet; frence North 32°35'13" East 126.08 feet; thence South 64°45'00" East 212.38 feet; thence North 00°43'35" West 423.18 feet to a point on said southerly right of way; thence along said right of way 656.35 feet along a curve to the right, having a radius of 27; 4.79 feet, a central angle of 13°51'08'; the chord of which bears North 78°53'55" East 654.75 feet; thence North 72°20'30" East 284.30 feet; the POINT OF BEGINNING. ALSO KNOWN AS: LOT 3 S1EVERS AMENDED EXEMPTION PLAT RECORDED JANUARY 15, 1997 AS RECEPTION NO. 503455 TOGETHER WITH AND SUBJECT TO THE ACCESS EASEMENTS AS SHOWN ON SAID PLAT, COUNTY OF GARFIELD STATE OF COLORADO Excepting and reserving,. however, unto the grantor their successors, heirs and assigns, all of grantor's ri is to oil and gas lying in, under, gr which maybe produced .frog the Property, Stewart Title of Colorado • Rleuwood Springs Division F1ft Number: 200012.0 Nu. 432A . Warranty Dced (For Photographic Record) I'ap°2of2 Exhibit B Exceptions 1. Taxes for the year 2007 and subsequent years. 2. The effect of inclusions in any general or specific water conservancy, fire protection, soil conservation or other district or inclusion in any water service or street improvement area. 3. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should 0!e same be found to penetrate or intersect the premises hereby granted, as reserved in United States Patents recorded August 31, 1893 in Book 12 at Page 244 as Reception No. 16286 and recorded lune 14, 1944 in Book 73 at Page 224 as Reception No. 151844. 4. Right of way for ditches or canals constructed by the authority of the United States, as reaerved in United States Patent recorded August 31, 1893 in Book 12 at Page 244 as Reception No, 16286, 5. Irrigation Ditch Easement as disclosed by Rule and Order recorded October 16, 1975 in Book 479 at Page 707 as Reception No. 269801. 6. County Subdivision Exemption Resolution No. 84-76 recorded May 1, 1984 in Book 64t at Page 874 as Reception No. 351871. 7. Matters disclosed on the Sievers Exemption Map recorded May 11, 1984 as Reception No. 352214; on the Sievers Amended Exemption Plat recorded January 15, 1997 as Reception No. 503455; and on the Herons Nest PUD Annexation Plat recorded October 30, 2003 as Reception No. 639727. 8. Well -Sharing Agreement recorded April 30, 1997 in Book 1016 at Page 939 as Reception No. 507574. 9. Easement Agreement recorded April 30, 1997 in Book 1016 at Page 942 as Reception Nu. 507575. 10. Town of Silt, Ordinance No. 3, Series of 2003, recorded October 30, 2003 in Book 1533 at Page 839 as Reception No. 639726. 11. Annexation and Development Agreement recorded October 30, 2003 in Book 1533 at Page 843 as Reception No. 639728 and re-recorded January 30, 2004 in Book 1557 at Page 933 as Reception No. 645790. 12. To of Silt, Ordinance No. 15, Series of 2004, recorded July 30, 2004 in Book 1609 at Page 135 us Reception No. 656947. 13. Oil and Gas Lease recorded August 9, 2005 in Book 1714 at Page 998 as Reception No. (179774, and any and ail assignments of record, or otherwise, thereof, or interests therein; and other Oil and Gas Leases of record, aid any and all assignments of record, or otherwise, thereof, or interests therein. 14. Memorandum of Surface Use Agreement recorded October 28, 2005 in Book 1740 at Page 367 as Reception No. 685346. 15. Any adverse claim based upon the assertion that (a) some portion of the land forms the b•'./ or bank of a navigable • river or lake, or lies below the mean high water mark thereof; (b) the boundary of the land has been affected by a change in the course or water leve] of a navigable river or lake; (c) the land is subject to water rights, claims or title to water and to any law or governmental regulation pertaining to wetlands; (d) the public's rights to use the waters. 16. This policy does not insure title to land comprising the shores or bottoms of rivers and is subject to any build up or loss of property along the Colorado River, caused by the processes of accretion and reliction, or caused by man made changes in the flow of water or in the course of the river hank or river channel; also subject to the free and unobstructed flow of the water of said river, and recreational or other use thereof, and this policy does not insure any land which may be considered Meanderlands, 17. No mineral rights are being transferred, all mineral rights owned by the Sellers, Jong Ok Nielson and Cory B. Nielson, are being retained by the Sellers, as disclosed by the Agreement to Amend/Extend Contract between the parties dated March 19. 2007, and any and all assignments of record, or otherwise, thereof, or interests therein. 18. Adverse matters disclosed on the Improvement Survey dated January 15, 2007 by Gamba & Associates, Inc. as Job No. 06643, including but not limited to the following: (a) possessory rights lying outside of fences; (b) overhead utility lines; (c) easement and right of way for the unobstructed flow of the ditch depicted; (d) sewer forcemain; (e) 60' access easement; (f) 12" ADS Culvert and associated rights of maintenance; and (g) rigation easement. Suwan Tick atColoredo • Glenwood Springs Division Flit Number: 20061240 No: 932A . warranty pend (For Photographic Record) Page 3 of 3 Please return to: The Noone Law Firer P.O. Box 39 Glenwood Springs, CO 81602 DEED OF TRUST This DEED OF TRUST ("Deed of Trust") is executed this 30th day of March 2007 between Simon Casas and Genobeva Lopez, whose legal address is at 118 Euclid, Carbondale, CO 81623 (collectively referred to herein as "Borrower"), and Jong Ok Nielson and Cory B. Nielson, whose legal address is 3843 County Road 241, New Castle, CO 81647 (collectively referred to herein as "Lender") (collectively referred to as the "Parties"). RECT"ALS WHEREAS, Borrower is obligated and indebted to the Secured Party in the principal amount of one million nine hundred and seventy-nine thousand dollars ($1979,000.00), plus interest, loan charges, and attorney fees, pursuant to and as provided in a certain Promissory Note ("Note") executed contemporaneously herewith; and WHEREAS, in order to induce the Secured Party to enter into the Note, Borrower is entering into this Deed of Trust to provide collateral security for its obligations under the Note. NOW THEREFORE, in consideration of the matters above, the mutual covenants, terns, conditions and restrictions contained herein, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties agree as follows: Property in Trust. Borrower hereby grants and conveys to the Public Trustee of Garfield County ("Tntstee") in trust, with power of sale, the real property described in Exhibit A, attached hereto and incorporated herein by reference, commonly known as 32958 River Frontage Road, Silt, Colorado, 81652 (the "Property"), together with all appurtenant water rights, as described in Exhibit 13, attached hereto and incorporated herein by reference; all of its other appurtenances; and any personal r -nperty, fixtures, and equipment located thereon or used in connection therewith. 2. Note;; Other Obligations Secured. This Deed of Trust is given to secure the Lender: a. Maturity Dates. The repayment of indebtedness evidenced by the Promissory Note ("Note"), signed by the Borrower of even date herewith, payable to the order of Lender in the principal sum of 81,979,000.00 phis interest, loan charges, and attorney fees, described therein, which matures on May 1, 2017 as to one million four hundred and eighty thousand dollars ($1,480,000.00) and November 1, 2019 as to four hundred and ninety-nine thousand dollars (8499,000.00). b. The performance of the covenants and agreements of Borrower herein contained and in the Note, and any other instrument executed by Borrower for the purpose of securing the indebtedness represented by the Note. c. All other instruments now or hereafter executed evidencing or securing the indebtedness represented by the Note, or any part thereof, or any other obligations from Borrower to Lender, whether direct or indirect, retnote or contingent, liquidated or unliquidated. d. The payment of such additional sums, with interest thereon, as have been or may be borrowed from Lender by Borrower at any time, and perfonnance of all obligations provided for in any security documents in connection with any such obligations ("Ancillary Obligations"). 3. Interest. Borrower shall pay to Lender interest at the rate of six and three- quarters percent (6.75%). The minimum interest due under this Deed of Trust is seven hundred thousand dollars ($700,000.00) ("Minimum Interest Due"). In the event the Borrower elects to sell the Property described in the attached Exhibit A Deed of Trust Page 2 of 2 51" SC or otherwise refund or refinance this Note prior to paying Lender the Minimum Interest Due, the difference between the Minimum Interest Due and the interest actually paid hereunder is immediately due and payable upon such sale, refunding, or refinancing. 4. Late Fees. Borrower shall postmark their loan payments on or before the 1st of each month. If Lender does not receive the loan payment on or before the 151'' day of each month, a Late Fee of Five percent (5%) of the Overdue Payment, in addition to the Default interest Rate discussed in Section 8, will be assessed and immediately due. For purposes of this Deed of Trust, "overdue payment" means any payment due under this Deed of Trust, whether such payment is attributable to interest, attorney fees, costs or the principal sum. If Borrower is in default, this 5% Late Fee shall apply each moni..1 to sums due even after the Maturity Dates, as described in Section 2(a) above, until the balance is paid in full or a judgment is obtained, if applicable. 5. Default. a. The following constitutes default by Bon -ower: i. Failure to pay the full amount of each payment due, including any late fees or penalties previously assessed, by the ls` day of each month; ii. Failure to pay all sums due, including the balloon payment of the remainder of the principal, on the Maturity Date; iii. Any default under any other Promissory Note due by Borrower to the Lender; iv. Any default under this Note, which shall also constitute default under any other Ancillary Obligation that Borrower owes to Lender, b. In the event of default, Borrower shall owe a default interest, at a rate equal at all times and from time to time of eighteen percent (18%) per annum upon any undebtedness of Borrower not paid on or before the due date hereunder or under the Note (the "Default Rate"). 6. Title. Borrower covenants that title to the above-described Property is in Borrower's name and that Borrower owns and has the right to grant and convey the Property, and warrant title to the same, subject to general real estate taxes for the current year in which this Deed of Trust is executed, and except for those matters which otherwise exist of record against the Property. 7. Relationship of Lender to Borrower. Borrower acknowledges that Lender is merely a Lender of the sum set forth hereinabove, and that Lender is neither an advisor nor counselor to Borrower and that no confidential relationship exists between Lender and Bonower. 8. Deeds of Trusts; Charges; Liens. Borrower shall perform all of Borrower's obligations under any deed of trust or any other liens encumbering the Property, whether senior or junior to this D.. -I of Trust. If Borrower shall fail to perforin any term or condition of any deed of trust encumbering the Property, or any promissory note secured thereby, such failure to perform shalt constitute a default heret.nder, and entitle Lender to exercise any and all of the remedies provided herein. Borrower shall pay all taxes, assessments, and other charges, fines, and impositions attributable to the Property which may have or attain a priority over this Deed of Trust. Despite the foregoing, Borrower shall not be required to make payments otherwise required by this paragraph if Borrower, after notice to Lender, shall in good faith contest such obligation by, or defend enforcement of such obligation in, legal proceedings which operate to prevent the enforcement of ( .L GL Deed of Trust Page 3of3 the obligation or forfeiture of the Property or any part thereof, and post security in connection therewith satisfactory to Lender. 9. Property Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire or hazards included within the term "extended coverage" in an amount at least equal to the lessor of (a) the insurable value of the Property, or (b) an amount sufficient to pay the sums secured by this Deed of Trust as well as any prior encumbrance on the Property (hereinafter be referred to as "Property Insurance"). The insurer providing the Property Insurance shall be qualified to write real property insurance in Colorado, and shall be selected by Borrower subject to Lender's right to reject the selected insurer for reasonable cause. In the event of toss, Borrower shall give prompt notice to the insurer and Lender. Lender may make proof of loss if not make pr, -Aptly by Borrower. Property Insurance proceeds shall be applied to restoration or repair of the Property damaged. If restoration or repair is not economically .feasible, the Property Insurance proceeds shall be applied to the sums secured by the Property, with the excess, if any, paid to Borrower. Any such application of proceeds to principal shall not extend or postpone the due date of the installments due under the Note or change the amount of such installments. Notwithstanding anything herein to the contrary, if pursuant to the terms herein, the Property is acquired by Lender, all right, title, and interest of Borrower in and to any Property Insurance, and the proceeds thereof, resulting from damage to the Property prior to sale or acquisition shall pass to Lender to the extent of the sums secured by this Deed of Trust immediately prior to such sale or acquisition. All of the rights of Borrower and Lender hereunder with respect to Property Insurance are subject to the rights of any holder of a prior deed of trust. 10. Preservation and Maintenance of Property. Borrower shalt keep the Property in good repair and shall not comre'r waste or permit impairment or deterioration of the Property, and shall comply with the provisions of any lease if this Deed of Trust encumbers a leasehold. Borrower shall perform all of Borrower's obligrtions pursuant to any leases, declarations, covenants, bylaws, rules, or other documents governing the use, ownership, or occupancy of the Property. In the event of a breach by Borrower of Borrower's obligations under this paragraph, Lender shall have the option, but not the duty, to enter upon the Property and make such repairs and improvements as Lender deems necessary. Lender shall also have the option, but not the duty, to exercise all other remedies available to Lender under this Deed of Trust or the Note. 11. Protection of Lender's Security. If Borrower fails to perform the covenants and agreements contained in this Deed of Trust or the Note, or if a default occurs in regard to any other deed of trust or other lien encumbering the Property, or if any action or proceeding is commenced which materially affects Lender's interest in the Property, then Lender, at Lender's option, may make such appearances, disburse such sums, and take such action as is necessary to protect Lender's interest, including, but not limited to, disbursement of reasonable attorneys' fees and entry upon the Property to make repairs. Borrower hereby assigns to Lender any right Borrower may have by reason of any encumbrance of the Property, or by law, or otherwise to cure any default under any other encumbrance of the Property, and hereby specifically authorize Lender, at Lender's option, to act as Borrower's agent in order to accomplish any of the foregoing. Borrower hereby assigns to Lender the right, but without any obligation of Lender to exercise such right, to pay obligations and indebtedness of Borrower, discharge monetary liens against the Property, satisfy judgments against Borrower or obtain is ( SC GL G vL, Deed of trust Page 4 of 4 releases of judgment liens against the Property, all on behalf of and in the name of Borrower. Any amounts disbursed by Lender pursuant to this paragraph, with interest thereon, shall become additional indebtedness of Borrower secured by this Deed of Trust. Such amounts shall be payable upon notice from Lender to Borrower requesting payment thereof, and Lender may bring suit to collect any amounts so disbursed plus interest specified herein, Nothing contained in this paragraph shall require Lender to incur any expense or take any action hereunder, 12. Inspection. Lender may make or cause to be made reasonable entries upon and inspection of the Property, provided that Lender gives Borrower notice prior to such inspection. 13. Condemnation. The proceeds of any award or claim for damages, direct or consequential, in connection with any condemnation or other taking of the Property, or part thereof, or for conveyance in lieu of condemnation, are hereby assigned and shall be paid to Lender as herein provided. However, all of the rights of Borrower and Lender hereunder with respect to such proceeds are subject to the rights of any beneficiary of a prior deed of trust. In the event of a complete or partiL- taking of the Property, the proceeds shall be applied to the sums secured by this Deed of Trust, with the excess, if any, paid to Bon -ower. If the Property is abandoned by Borrower, or if, after notice by Lender to Borrower that the condemnor offers to make an award or settle a claim for damages, Borrower fails to respond to Lender within fifteen days after the date such notice is given, Lender is authorized to collect and apply the proceeds, at Lender's option and in its sole discretion, among restoration or repair of the Property or to the sums secured by this Deed of Trust. Any such application of proceeds to principal shall not extend or postpone the due date of the installments due under the Note nor change the amount of such installments. 14. Borrower Not Released. Extension of the time for payment or modification of amortization of the sums secured by this Deed of Trust granted by Lender to any successor in interest of Borrower shall not operate to release, in any manner, the liability of the original Borrower, nor Borrower's successors in interest, from the original terms of this Deed of Trust. Lender shall not be required to commence proceedings against such success )r refuse to extend time for payment or otherwise modify amortization of the sums secured by this Deed of Trust by reason of any demand made by the original Borrower nor Borrower's successors in interest, 15. Forbearance by Lender Not a Waiver. Any forbearance by Lender in exercising any right or remedy hereunder, or otherwise afforded by law, shall not be a waiver or preclude the exercise of any such right or remedy. If any payments due pursuant to the Note, this Deed of Trust, or any Ancillary Obligations are not paid when due, all such amounts shall bear interest, compounded monthly, at the rate provided herein, in the Note, or such Ancillary Obligation, provided that in no event shall any rate of interest payable by Borrower exceed the maximum interest rate permitted by applicable law. 16. Remedies Cumulative. Each remedy provided in the Note and this Deed of Trust is different from and cumulative to all other rights or remedies under the Note and this Deed of Tnist or afforded by law or equity, and may be exercised concurrently, independently, or successively. Borrower waives any implied warranties of good faith or fair dealing with respect to Lender's enforcement of such remedies. �l SC GL Deed of Trust Page 5 of 5 17. Successors and Assigns Bound. The covenants and agreements herein contained shall bind, and the rights hereunder shall insure to, the respective successors and assigns of Lender and Borrower, subject to the tenns herein. 18. Notice. Unless applicable law pro' ides otherwise, any notice under this Deed of Trust shall be given by delivering it or mailing it by certified mail, return receipt requested to the following address: Simon Casas and Genobeva Lopez, 118 Euclid, Carbondale, CO 81623. € 9. Joint and Several Liability. The obligations imposed by this Deed of Trust upon the Borrower, its successors and assigns, shall be joint and several. Any person or corporation, and its successors and assigns, which is a guarantor, surety, or endorser of this Deed of Trust is also joint and severally liable under the teens contained herein. 20. Compliance Agreement. Borrower hereby irrevocably authorizes Lender to correct without notice any clerical errors or omissions that may be present in any and all Loan Documents that Borrower has executed in connection with Borrower's loan secured hereby. Borrower further understands that such corrections shall not result in any increase in the amount of the obligation that Borrower must repay to Lender, or any change of essential terms of repayment of the loan obligation. 21. Enforcement, The Borrower and any other person who may be liable hereunder in any capacity shall pay all costs u_ collection of sums due hereunder, including a reasonable attorneys' fee, in case the principal of the Note or any payment of inter: st thereon is not paid at the respective due date or maturity thereof, or in case It becomes necessary to protect the security for this Note, whether suit is brought or not. 22. Acceleration; Foreclosure; Other Remedies. Except as provided herein, upon Bon-ower's default or breach of any covenant or agreement of Borrower in this Deed of Trust, or upon any default in any other deed of trust or lien encumbering the Property, or upon Borrower's breach of any covenant or agreement of Borrower in the Note, at Lender's option, all of the sums secured by this Deed of Trust shall be immediately due and payable ("Acceleration"). To exercise this option, Lender may invoke the power of sale and any other remedies permitted by law and at Lender's option, Lender may exercise its rights of enforcement with respect to the Collateral, as hereinafter defined, under Colorado law, Lender shall be entitled to collect all reasonable costs and expenses incurred in pursuing the remedies provided in this Deed of Trust, but not limited to, reasonable attorneys' fees. If Lender invokes the power of sale, Lender shall give written notice to Trustee of such election. Trustee shall give sL .:h notice to Borrower of Borrower's rights as is provided by law. Trustee shall record a copy of such notice as required by law. Trusce shall advertise the time and place of the sale of the Property, for not less than .lour (4) weeks in a newspaper of general circulation in each county in which the Property is situated, and shall mail copies of such notice of sale to Borrower and other persons as prescribed by law. After the lapse of such time as may be required by law, Trustee, without demand on Borrower, shall sell the Property in separate parcels or en masse at public auction to the highest bidder for cash at the time and place (which may be on the Property or any part thereof as permitted by law) in one or more parcels as Trustee may think best and in such order as Trustee may determine. Lender or Lender's designee may purchase the Property at any sale. It shall not be obligatory upon the purchaser at any such sale to see to the application of the purchase money. Trustee shall apply the proceeds of the sale in the following order: (a) to alt reasonable costs and expenses of the sale, including, but not limited to, reasonable Trustee's and attorney's fees, costs of title evidence, appraisal fees, environmental SC GL Deed of Trust Page 6 of 6 assessment fees and inspection fees; (b) to all sums secured by this Deed of Trust; and (c) the excess, if any, to the person or persons legally entitled thereto. 23. Transfer or Encumbrance of the Property: Due on Transfer or Encumbrance. The following events shall be referred to herein as a "Transfer": A voluntary or involuntary transfer or conveyance of title (or any portion thereof, legal or equitable) of the Property (or any part thereof or interest therein), including, without limiting the generality of the foregoing, a transfer resulting from eminent domain proceedings, casualty resulting in payment of insurance proceeds, or foreclosure; the execution of a contract or agreement creating a right to title (or any portion thereof, legal or equitable) in the Property (or any part thereof or interest therein); or an agreetnent granting a possessory right in the Property (or any portion thereof), in excess of three years; or the transfer of more than 25% of the capital stock of Borrower (if Borrower is a corporation); or the substitution of a general partner or joint venturer (if Borrower is a partnership or joint venture); the dilution of a general partner's or joint venturer's interest in the general partnership or joint venture (if applicable) to less than 75% of such general partner's or joint venturer's present interest in the general partnership or joint venture; or the creation of a lien or encumbrance subordinate to the Deed of Trust. Not to be included as a Transfer are the creation of a purchase money security interest for household appliances, or a transfer by devise, descent, or by operation of law upon the death of a joint tenant. In the event of any Transfer without Lender's prior written consent, which consent may be withheld for any reason, all sums secured by this Deed of Trust shall be immediately due and payable, without notice or any action by Lender. 24. Borrower's Right to Cure Default. 'Whenever foreclosure is commenced for nonpayment of any sums due hereunder, the owners of the Property or parties liable hereon shall be entitled to cure said defaults by paying all delinquent principal and interest payments due as of the date of cure, together with all costs, expenses, Default Interest, late charges, appraisal fees, environmental assessment fees, inspection fees, any and all eApenses incidental to or arising from a foreclosure sale or commencement of the same incurred by Lender of whatsoever kind. attorneys' fees, and other fees all in the maturer provided by law. Upon such payment, this Deed of Trust and the obligations secured hereby shall remain in full force and effect as though no Acceleration had occurred, and the foreclosure proceedings shall be discontinued. 25. Assignment of Rents; Appointment of Receiver; Lender in Possession. As additional security hereunder, Borrower hereby assigns to Lender the rents of the Property; however, Borrower shall have the right to collect and retain such rents as they become due and payable so long as no default has occurred under the Note, this Deed of Trust or any Ancillary Obligations. Lender or the holder of the Trustee's certificate of purchase shall be entitled to a receiver for the Property after Acceleration and shall also be so entitled during the time covered by foreclosure proceedings and the period of redemption, if any; and shall be entitled thereto as a matter of right without regard to the solvency or insolvency of Borrower or of the then owner of the Property, without regard to the value of the Property and without regard to the existence or commission of waste on the Property. The Parties hereto agree that in the interests of preservation of the Property, a court appointed rec:.iver is necessary. Such receiver may be appointed by any court of competent jurisdiction upon ex parte application and without notice, notice being hereby expressly waived. In the event of any default by Borrower, lender, in person, by agent, or by judicially -appointed receiver, shall be entitled to enter upon, take possession of, and manage the Property, and to collect the rents of the Property including those past due. All rents collected by Lender or the receiver shall be applied, first, to payment of the costs of preservation and management of the Property, second, to payments due upon prior liens, and then to the sutns secured by this Deed of SC SC GL Deed of Trust Page 7 of 7 ,Sc Trust. Lender and the Receiver shall be liable to account only for those rents actually received. 26. Default Interest during Redemption Period. In the event the Property or any part thereof shall he sold upon foreclosure as provided hereunder, the sum for which the same shall have been sold (which may include all attorneys' fees, costs of sale, appraisal fees, environmental assessment fees, inspection fees, and any and all expenses incident to or arising from the sale incurred by Lender of whatsoever kind, and other expenses permitted to be added to the indebtedness secured hereby under the terms hereof, under any other agreement securing the indebtedness of Borrower, any Ancillary Obligation or under statutory authority) shall, for purposes of redemption (pursuant to C.R.S. § 38-38-302, as amended), bear interest at the Default Rate of interest provided herein from the date of sale until paid. 27. Redemption Amount. For the purposes of redemption after a foreclosure of this Deed of Trust, in addition to those things permitted by law, Lender shall also include in its calculation of the amount necessary to redeem from the sale all attorneys' fees, appraisal fees, environmental assesstnent fees, inspection fees and any and all expenses incident to or arising from the sale incurred by Lender of whatsoever kind, and all other costs incurred by Lender pertaining to the foreclosure process, directly or indirectly, or pertaining to protection of Lender's interest in the Property, which occur after the date of the foreclosure sale but prior to redemption by Borrower or by any other person possessing a right to redeem. Such post -sale expenses shall bear interest at the Default Rate. 28. Deficiency Rights of Lender. In the event that, upon foreclosure of the Property pursuant to this Deed of Trust, the purchaser at the foreclosure sale has bid and paid to the Trustee or Sheriff an amount less than the full indebtedness owed by Borrower and secured by this Deed of Trust, then until either (a) the delivery of the foreclosure sale proceeds to Lender if Lender is not the purchaser; or (b) until delivery of the Trustee's or Sheriff's deed to Lender, if Lender is the purchaser; the full amount of the indebtedness of Borrower (bid amount plus deficiency) and not just the deficiency amount shall bear interest at the Default Rate, Thereafter, the remaining unpaid indebtedness, determined by subtracting the foreclosure sale amount from the full amount of the indebtedness plus accrued interest at the Default Rate and costs and expenses incurred after the foreclosure, shall be a conti cuing obligation of Borrower for which Lender shall be entitled to personal monetary judgment. At all times after a default until such time as the default is cured, Lender shall be entitled to the Default Rate of interest which entitlement shall survive the entry of judgment. 29. Release. Upon payment of all sums secured by this Deed of Trust, Lender shall cause Trustee to release this Deed of Trust and shall produce for Trustee the Note. Borrower shall pay all costs of recordation and shall pay the statutory Trustee's fee. 30. Escrow Funds for Taxes and Insurance. This Paragraph 26 is not applicable if Funds as defined below are being paid pursuant to a prior encumbrance. If Lender requests, Borrower shall pay to Lender on each day installments of principal and interest are payable under the Note, until the Note is paid in full, a sum (herein referred to as "Funds") equal to one -twelfth of the yearly taxes and assessments which may attain priority over this Deed of Trust, plus one -twelfth of yearly premium installments for Property Insurance, all as reasonably estimated initially and from time to time by lender on the basis of assessments and bills and reasonable estimates thereof, taking into account any excess Funds not used or shortages. The principal of the Funds shall be held in a separate account by Lender in trust for the benefit of Borrower. Lender shall apply the funds to pay said taxes, assessments and insurance premiums. Lender shall not be required to pay Borrower any interest or earnings on the Funds. Lender shall give to Borrower, SC GL Deed of Trust Page 8 of 8 without charge, an annual accounting of the Funds. The Funds are pledged as additional security for the sums su, ;red by this Deed of Trust. If the amount of the Funds held by Lender shall not be sufficient to pay taxes, assessments and insurance premiums as they fall due, Borrower shall pay to Lender any amount necessary to make up the deficiency within twenty (20) days from the date notice is given in accordance with Paragraph 16 (Notice) by Lender to Borrower requesting payment thereof. Upon payment in full of all sums secured by this Deed of Trust, Lender shall simultaneously refund to Borrower any Funds held by Lender. If under Paragraph 21 the Property is sold or the Property is otherwise acquired by Lender, Lender shall apply, no later than immediately prior to the sale of the Property or its acquisition by Lender, whichever occurs first, any Funds held by Lender at the time of application as credit against the sums secured by this Deed of Trust. 31. Waiver of Exemptions. Borrower hereby expressly waives all right of homestead and any other exemption in the property under State or federal law presently existing or hereafter enacted, which waiver shall be deemed to extend to and for the benefit of any party purchasing or redeeming at a foreclosure sale of the Property, specifically including, but not limited to any holder of a judgment lien or other lien not containing a:. ' xpress waiver. 32. Waiver of Estoppel. The Lender may, without losing any of its rights under this Deed of Trust, accept late payments, accept partial payments, and delay in enforcing any of its rights under the terms contained herein. 33. Amendment, No amendment, modification, or cancellation of this Deed of Trust shall be effective unless the amendment, modification, or cancellation is in writing and signed by all Parties. 34. Representation by Borrower. Borrower represents and acknowledges that moneys provided under this Decd of Trust shall be used primarily for legal, personal purposes. Borrower agrees to indemnify, defend, and hold harmless the Lender for an award of damages or other remedy or remedies which are imposed against the Lender if the use of proceeds of this Deed of Trust are found to have been primarily used for illegal purposes, as defined by Federal and Colorado law, 35. Transferability. The Lender may transfer this Deed of Trust. 36. Governing Law. This Deed of Trust shall be governed by the laws of the State of Colorado. 37. Severability. The terms of this Deed of Trust are severable. In the event that any provision or clause in this Deed of Trust conflicts with the law, such conflict shall not affect other provisions of this Deed of Trust which can be given effect without the conflicting provision. 38. LEGAL CONSEQUENCES. BORROWER ACKNOWLEDGES THAT'I'IIIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES. BORROWER ALSO ACKNOWLEDGES THAT THEY HAVE THE RIGHT TO OBTAIN INDEPENDENT LEGAL COUNSEL IN CONNECTION WITH THIS DOCUMENT, AND THAT THEY HAVE HAD THE TIME AND OPPORTUNITY TO OBTAIN SUCH INDEPENDENT LEGAL COUNSEL. C SC GL Deed of Trust Page 9 of 9 BORROWER: fmon Casas STATE OF COLORADO COUNTY OF )ss. <ebb ePf26/bit Genobeva tpez The foregoing DEED OF TRUST was acknowledged, subscribed and sworn to before nie this 30th day of March 2007 by Simon Casas and Genobeva Lopez, as Borrower. Witness my hand and official seal. My commission expires: C SC GL rP,rtY pU�iiie i2. CI Oi S CAR7WRIGFi7 i 11 — -1 _ _% �i�'� Sfotary Piss lic . i i0o ac -ova = My Commission expires: (�`�/(�(r,/ae� i(} My Commission r••nires 0910612010 Deed ofT;'kst Page 10 of 10 Exhibit A Legal Description of Property A parcel of land situated in Section 9, Township 6 South, Range 92 West of the 6th P.M., being more particularly described as follows: Beginning at a point on the southerly right of way of Interstate Highway No. 70 whence the Northeast Corner of said Section 913earing North 18°38'26" East 1214.13 feet; thence South 01°55'40" West 213,15 feet; thence North 82°53'59" East 66,01 feet; thence South 03°13'44" West 228.61 feet; thence South 88°26'02" East 2 "(1.58 feet; thence South 00°24'38" East 366.44 feet; thence North 88°26'02" West 506.17 feet; thence South 06°27'30" West 412.00 feet to the center of the Colorado River; thence along said centerline North 88° 26'02" West 147.89 feet; thence North 83°00'45" West 613.74 feet; thence North 88°29'59" West 168.58 feet; thence departing said centerline North 11°43'30" West 480.75 feet; thence North 32035'13" East 126.08 feet; thence South 64°45'00" East 212.38 feet; thence North 00°43'35" West 423,18 feet to a point on said southerly right of way; thence along said right of way 656.15 feet along a curve to the right, having a radius of 2714.79 feet, a central angle of 13°51'08"; the chord of which bears North 78°53'55" East 654.75 feet; thence North 72°20'30" East 284.30 feet; to the POINT OF BEGINNING. Also known as: LOT 3 SIEVERS AMENDED EXEMPTION PLAT RECORDED JANUARY 15, 1997 AS RECEPTION NO, 503455 TOGETHER WITH AND SUBJECT TO THE ACCESS EASEMENTS AS SHOWN ON SAID PLAT. COUNTY OF GARFIELD STATE OF COLORADO 2 SC GL Deed of Trust Page 11 of 11 Exhibit B Description of Water Rights I. 2.88 shares of stock in the Grand River Ditch Company, stock certificate no. 823. 2. Well Permit No. 24328-F, as decreed in the Garfield County District Court, Water Division No. 5, Case No. 05CW142 on October 14, 2006, more particularly described as follows: Nielson Well No. 1, awarded 6 g.p.m. (up to 6 a.f. annually), absolute; 11 g.p.m. (up to 11.53 a.f., atmually), conditional, for commercial use in the Heron's Nest RV Park, with an appropriation date of April 25, 1972 as to the absolute right and May 31, 2006 as to the conditional right, with an alternate point of diversion at the Nielson Well No. 2. The well is located in the SE 1/4, NE 1/4, Section 9, Township 6 South, Range 92 West, 6'" P.M., at a point 586 feet from the East li;.. and 2,088 feet form the North line of Section 9. 3. Well Permit No. 24329-F, as decreed in the Garfield County District Court, Water Division No. 5, Case No. 05CW142 on October 14, 2006, more particularly described as follows: Nielson Well No. 2, awarded 2 g.p.m. (up to 3.5 a.f. annually), absolute; 11 g.p.m. (up to 11.53 a.f,, annually), conditional, for commercial use in the Heron's Nest RV Park, with an appropriation date of April 23, 1979 as to the absolute right and May 31, 2006 as to the conditional right, with an alternate point of diversion at the Nielson Well No. 1. The well is located in the SE 1/4, NE 1/4, Section 9, Township 6 South, Range 92 West, 6th P.M., at a point 293 feet from the East line and 2,197 feet form the North line of Section 9. 4. The Plan for Augmentation, and all water rights included therein, as decreed in the Garfield County District Court, Water Division 5, Case No. 05CW142 on October 14, 2006. 5. Water Service Contract No. 050519CN(a), by and between the West Divide Water Conservancy District and Jong OK Nielson and Cory 13. Nielson, dated August 5, 2005, for 1.73 a.f. annually. SC GL Please return lo: The Noone Law Firm Y.O. Box 39 Glenwood Springs, CO 81602 PLEDGE AG `.EEMENT This PLEDGE, AGREEMENT ("Agreement") is entered into this 30th day of March 2007 by and between Simon Casas and Genobeva Lopez, with a legal address of 118 Euclid, Carbondale, CO 81623 (collectively referred to herein as "Debtor") and Jong OK Nielson and Cory 13. Nielson, with a legal address of 3843 County Road 241, New Castle, CO 81647 (collectively referred to herein as "Secured Party"). RECITALS WHEREAS, Debtor is obligated and indebted to the Secured Party in the principal amount of one million nine hundred and seventy-nine thousand dollars ($1,979,000.00), plus interest, loan charges, and attorney fees, pursuant to and as provided in a certain Promissory Note ("Note") executed contemporaneously herewith; and WHEREAS, in order to induce the Secured Party to enter into the Note; Borrower is entering into this Agreement to provide collateral security for its obligations under the Note. NOW THEREFORE, in consideration of the matters above, the mutual covenants, terms, conditions and restrictions contained herein, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties agree as follows: L DEFINITIONS. a. "Collate! al" means Debtor's interest in 2.88 shares of stock in the Grand River Ditch Company, evidenced by stock certificate no. 823; b. "Debtor" means Simon Casas and Genobeva Lopez; c. "Indebtedness" means Debtor's obligation to Secured Party in the amount of $1,979,000.00, as evidenced by the Note and Deed of Trust entered into contemporaneously herewith; d. "Secured Party" means Jong OK Nielson and Cory 13. Nielson; e. "Lien" means any security interest, mortgage, pledge, lien, attachment, claim, charge, encumbrance, or agreement retaining title covering the Collateral; f. "Obligations" mean the Indebtedness, and any other later loan by Secured Party to Debtor, including attorneys' fees incurred by Secured Party in enforcing this Agreement. II. UCC DEFINITIONS INCORPORATED BY REFERENCE. Terms defined in the Uniform Commercial Code (the "Code"), not otherwise defined in this Agreement, are incorporated herein as defined in the Code as of March 30, 2007. III. GRANT OF SECURITY INTEREST. Debtor grants the Secured Party a security interest in the Collateral to secu-e Debtor's obligations under this Agreement, That Collateral, which consists of 2.88 Shares in the Grand River Ditch, as evidenced by Stock Certificate No. 823, in which Debtor now has or later acquires a right (and substitutions for them) and all distributions related to and proceeds of the Collateral. Secured Party shall retain physical possession of any certificates or documents evidencing Debtor's ownership of the collateral. IV. COVENANTS. Debtor promises to pay the Obligations to Secured Party when they are due; to not sell, lease, transfer, or otherwise dispose of the Collateral; to not permit liens on the Collateral, except existing liens and current tax liens; and to perform all acts necessary to maintain, preserve, and protect the Collateral. Debtor further promises to execute and deliver to Secured Party all financing statements and other documents requested by Secured Party necessary to maintain a first perfected security interest in the Collateral, V. POWER OF ATTORNEY, Debtor hereby appoints Secured Party, or any other person whom Secured Party may designate, as Debtor's attorney-in-fact, to perform any of Debtor's obligations under this Agreement in Debtor's name or otherwise, and to endorse Debtor's name on instruments, documents, or other forms of payment or security that come into Secured Party's possession as necessary under this Agreement. Pledge Agreement Page 1 of Please return to: The Noone Law Firm P.O. pox 39 Glenwood Springs, CO 81602 VL DEBTOR'S WARRANTIES AND REPRESENTATIONS. Debtor covenants, warrants, and represents as follows: a. Debtor is authorized to execute and deliver this Agreement. This Agreement is a valid and binding obligation of Debtor. This Agre...lent creates a security interest enforceable against the Collateral in which Debtor now has rights. b. Neither the execution and delivery of this Agreement, nor the taking of any action in compliance with it, will (1) violate or breach any late, regulation, rule, order, or judicial action binding on Debtor or any agreement to which Debtor is a party, or (2) result in the creation of a Lien against the Collateral except that which is created by this Agreement. VII. DUTIES OF SECURED PARTY. Debtor acknowledges that Secured Party has no duty or liability under this Agreement except (i) to exercise reasonable care with the Collateral while it is in Secured Party's possession, and (ii) upon full performance by Debtor of Debtor's obligation as set forth above, to reconvey the Collateral and the Secured Party's security interest in the Collateral to Debtor. VIII. TERMINATION OF SECURITY INTEREST. Secured Party's security interest in the Collateral will terminate when Debtor completes performance of all Obligations to Secured Party, including without limitation the repayment of all Indebtedness owed by Debtor to Secured Party. IX. DEFAULT. Debtor will be in default under this Agreement if: a. Debtor fails to pay any installment or interest on the Indebtedness when due, or its entire Indebtedness to Secured Party when due, at stated maturity, or otherwise. b. Debtor conunits any breach of this Agreement, or any present or future rider or supplement to this Agreement, or any other agreement between Debtor and Secured Party evidencing the obligation or securing it. c, Debtor falsifies any warranty, representation, or statement with respect to this Agreement, d. Debtor loses the Collateral, or Collateral is stolen or damaged, e. There is a seizure or attachment of, or a levy on, the Collateral. f. Debtor files for bankruptcy, X. REMEDIES. When an event of default occurs a Secured Party may: a. Declare the obligations immediately due and payable without demand, presentment, protest, or notice to Debtor, all of which Debtor expressly waives. b. Exercise all rights and remedies available to a secured creditor after default, including but not limited to the rights and remedies of secured creditors under the Code. c. Perform any of Debtor's Obligations under this Agreement for Debtor's account. Fees and costs incurred in doing so, including reasonable attorneys' fees and interest at the highest rate permitted by law, will be charged to Debtor and added to the obligation secured by this Agreement. d. At its option and without notice to Debtor, transfer and register the Collateral or any part of it in Secured Party's name or the name of its nominees; collect and enforce payment with respect to the Collateral; exercise all rights, options, and privileges with respect to the Collateral, and deliver it in that connection to any appropriate person or agency, and vote the Collateral as Debtor's prou, that proxy to be irrevocable until this Agreement is tenninated. Until such default, Debtor's right to vote the Collateral will not be impaired by this Agreement. e. Conduct a "commercially reasonable" private sale or other disposition of the Collateral although a higher price might have been obtained for it at a public sale under the Securities Act of 1933, as amended, or in compliance with any other applicable laws or regulations. Secured Party's notice of the time and place of public sate of the Collateral, or the time on or after which a private sale or other disposition of the Collateral will be made, is reasonable if Pledge Agreement Page 2 of 2 Please rc$w-n to: The Noone Law Firm P.O. Box 39 Glertsvood Springs, CO 81602 sent to Debtor in the manner for giving notice at least five days before the public or private sale. XI. MISCELLANEOUS. a. Enforcement: Debtor will pay all costs and expenses of collection and enforcement under this Agreement including reasonable attorneys' fees. b. Waiver by Secured Party: No waiver by Secured Party of any breach or default will be a waiver of any breach or default occurring later. A waiver will be valid only if it is in writing and signed by Secured Party. c. Survival of Representations and Warranties: Debtor's representations and warranties made in this Agreement will survive its execution, delivery, and termination. d. Assignment: This Agreement will bind and benefit the successors and assignees of the Parties, but Debtor may not assign its rights under this Agreement without Secured Party's prior written consent. e. Joint and Several Liability: The Obligations imposed by this Agreement upon the Debtor, its successors and assigns, shall be joint and several. Any person or corporation, and its successors and assigns, which is a guarantor, surety, or endorser of this Agreement is also joint and severally liable under the terms contained herein. f. Governing Law: This Agreement will be governed by the law of the State of Colorado. g. Entire Agreement: This Agreement, together with the Note, represent the entire agreement between the Parties relating to the Collateral. i. Notices: Notices under this Agreement are considered to be served three (3) days after they are deposited in the United States mail, with prepaid first-class postage, addressed as follows: To Debtor: To Secured Party: Casas Cory ilielson & Genobeva Lopez Jong OK Nielson 118 Euclid 3843 County Road 241 New Castle, CO 81647 Either party may change their address for service of notice, by notice to the other. WHEREFORE, by Debtor's signature hereto, the Debtor agrees to the above. Simon Carbondale, CO 81623 /7(1,4 4•QI Simon Casas State of Colorado County of Garfield } } Genobeva Lopez Acknowledged before me this 30th day of March, '007 by Simon Casas and Genobeva Lopez. iIo ��� C��t Il ght Nota �• pQ Amy E. Cartwri ry 09106120 My commission expiresi49%J92 xpites Pledge Agreement Page 3 of 3 EXWB1T A LEGAL DESCRIPTION 4 parcel of land situated in Section 9, Township 6 South, Range 92 West of the 6th P.M. being more particularly dscrtbcd as follows: l'teginning at a point on the southerly right of way of interstate Highway No. 70 whence the Northeast Corner of said Ftion 9 bears North 18°3826' East 1214.13 feet; ee South 01°5540" West 213.15 feet; enc' North 82°53'59" East 66.01 feet; *net South 03°1344" West 228.61 feet; thence South 886'02" East 359.58 feet; thence South 00°24'38" East 366.44 feet; thence North 88°26'02" West 506.17feet; thence South 06°27'30" West 412.00 feet to the center of the Colorado River, thence along said centerline Not ti, 88°26'02" West 147.89 feet; *ace North 83°0045" West 613.74 feet; t}irnce North 88°29'59" West 168.58 feet; thence departing said centerline North 11043'30" West 480.75 feet; thence North 32°35'13" East 126.08 feet; thence South 64045'00" East 212.38 feet thence North 00°43'3Y West 423.18 feet to a point on said southerly right of way; thence along said right of way 656.35 feet along a curve to the right, having a radius of 27; 4.79 feet, a central angle of 11°51'08"; the chord of which bears North 78°53'55" East 654.75 feet; thence North 72°20'30° East 284.30 feet; the POINT OF BEGINNING. ALSO KNOWN AS; L T3 SEVERS AMENDED EXEMPTION PLAT CORDED JANUARY 15, )997 AS RECEPTION NO. 503455 T • WrTIf AND SUBJECT TO THE ACCESS EASEMENTS AS SHOWN ON SAID PLAT, COUNTY OF GARFIELD STATE OF COLORADO Eitel ting and result¢, however. unto the grantor, their successors, heirs and assigns, all of =tutor's tights a>oil and gas lying in, under, lir which luny be mo eed frot�,tlte Property. StewenTitle orColorado •Clei odSpringsDivirion Fite Plumber: 20041749 No; 93M - Warranty reed (For Photographic Record) Page 2 ort LETTER OF, CONSENT Heron's Nest RV Park 32958 River Frontage Road, Silt, Colorado 81652 (970) 963-2777 July 30, 2008 Garfield County Building and Planning Department Attn: Mr. Craig Richardson 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Dear Mr. Richardson: I, Simon Casas, do consent to Aluise Planning Consultants LLC (Janet G. Aluise) presenting my application for Special Use Permit for review by Garfield County planning staff and the Board of County Commissioners. Ms. Aluise has the full authority to present all applications and to make presentations as needed. Should any questions arise, please do not hesitate to call Ms. Aluise at (970) 987-1176 or (970) 876-0356. Thank you in advance for your consideration. Sincerely, /7)96 imon Casas Owner, Herons Nest RV Park 118 Euclid Avenue Carbondale, CO 81623 (970) 963-2777 home STATEMENT OF UTILITIES, UTILITY PLAN TRAFFIC STUDY IMPACT MITIGATION PLAN NARRATIVE OF EXISTING & PROPOSED UTILITIES Electrical Service The Applicants propose to contract with XCeI Energy and a local electrician in order to install appropriate electrical facilities to serve the additional proposed twenty (20) RV park spaces, the new domestic water pump station (underground service), the new RV park overhead light (New RV park space # 13 — underground service) and the new Sewage Ejector Pump (between New RV park spaces # 12 and 13 — underground service). A new electric pole will be set in the landscaped area on the western portion of the property (to the west of New RV park space # 9) to serve the additional proposed twenty (20) RV park spaces. XCeI recently installed new breakers and transformers to some poles within the RV park. Water Services and Infrastructure In order to provide domestic water storage for the RV park, the Applicants will install a new 10,000 gallon domestic water storage tank, heated pump station and water meter on the east side of New RV park space # 12. Chlorination will still occur at the existing pump station by RV park spaces # 55 and 56, and this chlorinated water will be sent to the existing RV park spaces, as well as to the new water pump station to the east of New RV park space # 12. A new water main will be connected to the new water pump station and serve the additional proposed twenty (20) RV park spaces. On June 25, 2008, the Applicants purchased anadditional .62 acre-feet of West Divide Water Conservation District leased water, for a total of 2.35 acre-feet for the entire RV park. This water is both a legal and a physical supply of water. Wastewater Services and Infrastructure The Applicants have included in this SUP application extensive data regarding the actual wastewater treatment quantity and capacity of the Advantex Septic System and associated leach fields. Originally, the wastewater system was designed to handle fifty (50) RV park spaces at its implementation in 2005. Since 2005, the Applicants' engineer has evaluated the amount of wastewater generated from the existing fifty-six (56) RV park spaces, laundry room and shower/restroom facilities, and has endorsed the Applicants' plan to increase the size of the RV park by twenty (20) RV park spaces with water and wastewater connections, with the conditions noted in his memorandum dated June 2, 2008. There is no dump station associated with this property, as a dump station is located in the car wash facility to the north of this subject property, and is serviced by the Town of Silt Wastewater Plant. The Applicants have ceased all non-resident use of the shower, restroom and laundry facilities in order to closely monitor the water usage and the wastewater treatment. The Applicants currently read a water meter daily on the existing water pump station, and promptly identify and repair leaks in the water system, in order for proper monitoring of the wastewater (septic) system to be as accurate as possible. 1 Existing and Proposed Street System Currently, the fifty-six (56) existing RV park spaces are served by a looped driveway no less than twenty-five (25) feet in width, compacted and surfaced with a driveway gravel. The new RV park spaces will be served by an extension of the existing looped driveway, twenty-five (25) feet in width, compacted and surface with Class 6 road base. The Applicants may apply magnesium chloride to this surface annually to control dust. No parking shall be allowed on the driveway at any time, in order to allow for two-way traffic and to allow for emergency vehicle navigation. Fire Protection Measures The Applicants met with Burning Mountains Fire Protection District (BMFPD) on two separate occasions in order to design a fire protection system that was adequate to serve both the existing fifty-six (56) RV park spaces and the additional proposed twenty (20) RV park spaces. BMFPD indicated that no less than a 10,000 gallon domestic water storage tank should be added to the east of New RV park space #12, with a fire district water connection accessible at the driveway. Additionally, the BMFPD stated that 2A2OBC fire extinguishers shall be installed within one hundred (100) feet of each RV park space. 2 SCHMUESER 1 GORDON 1 MEYER ENQINEERSJSURVEYQRS MEMORANDUM TO: Janet Aluise, Aluise Planning Consultants Simon Casas, Heron's Nest RV Park Owner FROM: DATE: RE: Lee Barger, SGM June 10, 2008 Level II Traffic Assessment Heron's Nest RV Park Expansion This Level II Traffic Assessment was prepared to satisfy the requirements set forth in the State of Colorado State Highway Access Code (SHAC) for a site that is proposed to generate between 10 and 99 trips in the peak hour. The Heron's Nest RV Park in Silt, Colorado is proposing to increase the size of their site by 34 additional camp sites/spaces. Site Conditions The Heron's Nest RV Park is located at the west end of the Frontage Road along the south side of 1-70 at the Silt interchange (Exit 97). Currently, the site has facilities for 56 RV spaces. The existing driveway to the site heads south at the end of the Frontage Road, where the Town of Silt's wastewater treatment facility's driveway extends to the west. Existing uses along the Frontage Road in addition to the Town's sewer plant include a laundromat, heavy machinery and vehicle repair, woodworking shop, car wash, Park `n Ride, and several ranch properties. The driveway to the Heron's Nest is approximately 0.5 miles west of the Exit 97 interchange. The frontage road providing access to the Heron's Nest driveway would be classified as a F -R highway (Frontage Road) in the State of Colorado Access Category Assignment Schedule (1/23/03), although this stretch of roadway was not identified in the Assignment Schedule. There is no posted speed along this portion of frontage road. The interchange is a rural diamond interchange with an intersection of the spur road and the south frontage road about 150' south of the existing eastbound ramp intersection. East of the interchange, the frontage road is posted at 45 mph. West of the interchange, the frontage road provides two 11' travel lanes with grass shoulders and no turn lanes. The spur road (070E) connecting the interchange to US 6 to the north is classified as an E -X expressway. Paget of 4 The Heron's Nest driveway is located at the west end of the frontage road and provides adequate sight distance in both directions for vehicles entering the frontage road and those turning from the frontage road. Existing and Future Traffic Volumes Existing 24-hour traffic counts were collected along the Frontage Road, just west of the interchange, and on the Heron's Nest driveway during the week of May 19, 2008. The counts showed that approximately 1,145 vehicles traveled on the Frontage Road and 410 vehicles accessed the Heron's Nest driveway during a typical 24-hour weekday period. During the AM peak at the driveway, approximately 27 vehicles entered and 11 vehicles exited the site. During the PM peak at the driveway, approximately 32 vehicles entered and 10 vehicles exited the site. The existing AM peak hour occurred between 5 AM -- 7 AM and the PM peak occurred between 4 PM — 6 PM, although the entering traffic did not always peak during the same hour as the exiting traffic. The existing count data is attached to this memo for reference. ..a Ropte� 4 rRe � oint" F ° �� , t PoInt ��� t p c f�ftion' Anr.nuat' l quer a a� , ;Dally . Traffic A., DT'' ,, Years ADT 'Percent � � Deri�ation� Trucks 20 � Yaar factor Hou .�;Ilbt �T�a of AADT) Daly Vehicle Miles Traveled e 070E 0 0.173 ON SH 70 SPUR, 9TH ST N/01-70, SILT 8,100 ' 2007 Factor 4.80% 1.52 12 1,385 Data from CDOT's website above shows that the 20 -year factor to estimate future growth at the Silt interchange is 1.52. If we apply the 20 -year factor to the existing counts on the Frontage Road, we have a forecast 2028 daily volume of 1,740. Trip Generation ITE's Trip Generation (7th Edition) was used to estimate the traffic that would be generated by the proposed expansion of the Heron's Nest RV Park. Land Use Code #416, Campground/Recreational Vehicle Park, was used to estimate peak hour traffic demand. There is no daily rate given under this land use code, so the daily rate for a Mobile Home Park (Land Use Code #240) was used to estimate the additional daily trips that could be attributed to the Heron's Nest expansion. The following table shows the estimated peak hour and daily trips that will result from the expansion of 34 additional camp sites at the Heron's Nest. Since the Mobile Home land use rate was used to estimate daily traffic, we would expect this to produce a "worse -case" estimate of daily traffic. It is likely that a mobile home park would generate more daily trips than a campground as a result of I 18 W. 6T", SUITE 200 GLENWOOD SPRINGS, CO 81602 970-945-1004 FAX: 970-945-5948 Page 3 of 4 having permanent residents at a mobile home park versus a campground which typically houses people for short periods of time on vacation. Estimated Traffic Generation Heron's Nest RV Park Land Use ADT AM In AM Out PM In PM Out_ 34 Campsites 170 3 4 9 4 As the table shows, the 34 -space expansion of the Heron's Nest RV Park would likely increase the daily traffic to the site by no more than 170 trips per day. The RV Park would likely see an increase of 7 trips in the AM peak hour and 12 trips in the PM peak hour. If the Mobile Home Park land use code were used to estimate peak hour trips, the site would generate approximately 15 trips in the AM peak and 20 trips in the PM peak. Table 1 is attached to this memo that shows the trip generation analysis in more detail. Trip Distribution and Assignment All traffic generated by the site uses the Frontage Road to access the interstate, 9th Street, or CR 330 which connects to the county road network south of the Colorado River. The majority of the site traffic is expected to be oriented toward the interstate or north toward town. There is- planned future commercial development fronting the south side of the interstate, which may create a larger attraction in the future as this area builds out. For the purpose of this analysis, we assumed that 80% of the site traffic is oriented toward the interstate or north on 9th Street and the remaining 20% is oriented east along the Frontage Road. The following figure shows the assumed distribution of the traffic generated by the RV Park expansion to the adjacent roadway network. 1 1 8 W. 6', SUITE 200 GLENw000 SPRINGS, CO 81802 970-945-1004 FAX: 970-945-5948 Page 4 of 4 Based on the above traffic distributions, the site is forecast to generate approximately 1 AM trip and 2 PM trips along CR 330 and the remaining 6 AM trips and 11 PM trips would be oriented north on 9th Street or east and west on Interstate 70. These are identified as new trips that are additional to what exists today. Turn Lane Requirements Currently, there are no turn lanes at the interchange on the ramps or along the bridge. The south Frontage Road intersection with 9th Street provides a wide intersection with no striping for turn lanes. There is a large amount of heavy vehicles that use this intersection to access CR 330 and CR 311 to access south of Silt. The centerline of CR 330 and the centerline of the eastbound off ramp are only separated by about 150'. By adding the peak hour trip estimates (using the Campground/RV Park trip rates) to the existing counts collected in May, the Heron's Nest is estimated to generate a total of approximately 30 entering trips and 15 exiting trips in the AM peak and 41 entering and 14 exiting trips in the PM peak. Based on the anticipated volumes and the location of the driveway with respect to the end of the road (Frontage Road terminates at the Silt Waste Water Plant just west of the Heron's Nest), a left turn lane for traffic entering the site is not necessary. The additional trips (7 AM/13 PM) are technically enough to warrant a right turn lane for southbound 9th Street. The "Expressway" classification makes any proposed development to the west of the interchange potentially responsible for this turn lane. However, there is not enough space between the intersections to establish a turn lane that meets even the minimum standard. The Town of Silt is considering improving this interchange in the near future. Possible solutions include signalized intersections or roundabouts for the ramp intersections. These improvements will likely be funded by area developers, although the Town will coordinate the work as a local agency project. Summary of Findings The expansion of 34 spaces to the Heron's Nest RV Park in Silt, Colorado will increase the daily traffic to the site by a maximum of 170 trips per day. This results in an increase of approximately 7 trips in the AM peak and 13 trips in the PM peak. The existing frontage road that provides access from the street network to the site will potentially carry over 1,300 vehicles per day when the site expansion is complete. In 20 years, this volume could increase to approximately 1,740 vehicles per day. No turn lanes should be required for this site expansion. Attachments (3) 1 6 W. 6'", SUITE 200 GLENWOOD SPRINGS, CO 81602 970-945-1004 FAX: 970-945-5946 Scfunue6vt goxdon „Maim 118 West 6th, Suite 200 Glenwood Springs, CO 81601 Engineers 1 Surveyors Page 1 Site Code: Herons Nest Station ID: Driveway Ch A - Entering Ch B - Exiting Latitude: 0' 0.000 Undefined Start Time 19 -May -08 Channel Channel Tue Channel Channel Wed Channel Channel Thu Channel Channel Fri Channel Channel Sat Channel Channel Sun Week Average Channel Channel Channel Channel 12:00 AM* 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ' 4 * * * * * * * * * * * * * * * * * * 22 15 12 17 9 15 32 30 23 18 9 6 11 0 * * * ' * * * * * ::5: 4 7 3 4 7 9 4 5 10' 4 1 3 0 0 0 0 3 1 8 2T .. 18 16 21 15 14 * * * * * * * * * * * * 0 0 0 0 0 7 11' 6 6 5 7 5 * * * * * * * * * * * * * * * * * * * * * * * * * 4 * * 4 * * * * * * * * * * * * * * * * *4 * * 4 * * 4 * * 4 * * * * * * * * * *•* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 4 4 4 * * * * * * * * * * * * * * * * * * * * * * * 4 * * * * * * * * *•* * * * * * * * * * * *•* 4 * * * * * * * * * * * * * * 4 * * 4 * 4 • 4 * * * * * * * * * * * * * * * * * * * * * * 0 0 0 3 1 8 27 18 16 21 18 14 12 17 9 15 32 30 23 18 9 6 11 0 0 0 0 0 0 7 11. 6 6 5 6 4 7 3 4 7 9 4 5 10 4 1 3 0 Lane Day AM Peak Vol. PM Peak Vol. 0 0 0 219 285 66 123 170 47 0 0 0 0 0 0 0 0 0 10:00 22 16:00 32 10:00 5 19:00 10 06:00 06:00 27 11 0 0 308 0 410 06:00 06:00 27 11 16:00 19:00 32 10 102 Comb. Total 0 ADT Not Calculated 285 170 0 0 0 0 410 SMamee t gcutdon .Ateileft 118 West 6th, Suite 200 Glenwood Springs, CO 81601 Engineers 1 Surveyors Page 1 Site Code: Silt Frontage Road Station !D: SW of Exit 97 Ch A - Westbound Ch - Eastbound Latitude: 0' 0.000 Undefined Start Time 19 -May -08 Channel Channel Tue Channel Channel Wed Channel Channel Thu Channel Channel Fri Channel Channel Sat Channel Channel Sun Week Average Channel Channel Channel Channel 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 19 31 15 25 27 32 41 • 45 37 31 16 6 10 1 * * * * * * * * * * 22 .28 26 22 18 41 50 62 68 50 25 6 16 3 0 0 0 2 2 44 41 35 16 36 26 19 * * * * * * * * * * * * 2 0 0 1 3 41 61 46 25 24 25 16 * * * * * * * • * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * " * * * * * * * * * * * * * * * * " * * * * * * * * * * * * * * * * * ** * * * * * * * * * • * * * * * * * * * * * * * 0 0 0 2 2 44 41 35 16 36 22 25 15 25 27 32 41 45 37 31 16 6 10 1 2 0 0 1 3 41 61 4 25 24 24 22 26 22 18 41 50 62 68 50 25 6 16 3 Lane Day AM Peak Vol. PM Peak Vol. 0 0 336 773 11:00 11:00 31 28 17:00 18:00 45 68 437 221 244 465 05:00 06:00 44 61 0 0 0 0 0 0 0 0 0 0 0 509 636 0 1145 05:00 06:00 44 61 17:00 18:00 45 68 Comb. Total 0 ADT Not Calculated 773 465 0 0 0 0 1145 COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT APPLICATION Issuing authority application acceptance date: Instructions: - Contact the Colorado Department of Transportation (COOT) or your local government to determine your issuing authority. - Contact the issuing authority to determine what plans and other documents are required to be submitted with your application. - Complete this form (some questions may not apply to you) and attach all necessary documents and Submit it to the issuing authority. Please print - Submit an application for each access affected. or type - If you have any questions contact the issuing authority. - For additional Information see CDOT's Access Management website at http://www.dot.state.co.uslAccessPermItsundex.htrn 1) Property owner (Permittee) Simon Casas 2) Agent for permittee (if different from property owner) Schmueser Gordon Meyer (Attn: Lee Barger) Street address 118 Euclid Avenue Mailing address 118 West 6th, Suite 200 City, state & zip Carbondale, CO 81623 Phone# 970.963.2777 City, state & zip Glenwood Spgs, CO 81601 Phone #(required)_ 970.945.1004 E-mail address axc@aspenhospital.org E-mail address if available leeb@agm—inc.coin 3) Address of property to be served by permit (required) 32958 River Frontage Rd, Silt, CO 81652 4) Legal description of property: if within jurisdictional limits of Municipality, city and/or County, which one? county subdivision block lot sectiontownship range Garfield 1 Sievers Amended I 1 3 19 16S I 92W 5) What State Highway are you requesting access from? Frontage Road connecting to 070E 6) What side of the h�i hway? ON LU S III E ❑ W 7) How many feet is the proposed access from the nearest mile post? feet 1]NEIS III EOW) from: How many feet is the proposed 2500 feet PN access from the nearest cross street? ■SDEINW)from: 070E 8) What is the approximate date you intend to begin construction? 8/1/2008 9 Check here if you are requesting a: new access ❑temporary access (duration -9 change in access use anticipated: • ) ❑improvement to existing access removal of access r-elocation of an existing access (provide detail) i u) Provide existing property use Campground & RV Park 11) Do you have knowledge 'Ono r of any State Highway access permits serving this property, or adjacent properties in which you have a property interest? yes, if yes - what are the permit number(s) and provide copies: and/or, permit date: 12) Does the props owner own or have any interests in any adjacent property? Eino D yes, if yes - please describe: 13) Are there 1Clr other existing no A or dedicated public streets, roads, highways or access easements bordering or within the property? yes, if yes - list them on your plans and indicate the proposed and existing access points. 14) If you are requesting agricultural field access - how many acres will the access serve? 15) If you are requesting commercial or industrial access please indicate the types and number of businesses and provide the floor area square footage of each. business/land use square footage business square footage 1 L 1 16) If you are requesting residential developement access, what Is the type (single family, apartment, townhouse) and number of units? type number of units type number of units Camp Sites/RV Spots 134 17) Provide the following vehicle count estimates for vehicles that will use the access. Leaving the property then returning is two counts. ' 4tcate if your counts are 3ak hour volumes or ❑average daily volumes. # of passenger cars and light trucks et peak hour volumes 13 # of multi unit tricks at peak hour volumes # of single unit vehicles in excess of 30 ft 1— # of fans vehicles {field equipment) Total count of all vehicles 13 Previous editions are obsolete and may not be used Page 1 of 2 CBOT Form #137 12104 18) Check with the issuing authority to determine which of the following documents are required to complete the review of your application, a) Property map indicating other access, bordering roads and streets. e) Subdivision, zoning, or development pian. b) Highway and driveway plan profile. 1) Proposed access design. c) Drainage plan showing impact to the highway right-of-way. g) Parcel and ownership maps including easements. d) Map and letters detailing utility locations before and atter h) Traffic studies. development in and along the right-of-way. i) Proof of ownership. 1- It is the applicant's responsibility to contact appropriate to their activities. Such clearances may include Corps of permits, or ecological, archeological, historical or cultural information Summary presents contact information for agencies prohibited discharges, and may be obtained from Regional CDOT Planning/Construction-Environmental-Guidance webpage 2- AN workers within the State Highway right of way shall procedures, and all applicable U.S. Occupational Safety limited to the applicable sections of 29 CFR Part 1910 - Occupational - Safety and Health Regulations for Construction. Personal protective equipment (e.g. head protection, footwear, respirators, gloves, etc.) shall be worn as appropriate for minimum, al! workers in the State Highway right of way, except protective equipment: High visibility apparel as specified accompanying the Notice to Proceed related to this permit protection that complies with the ANSI Z89.1-1997 standard; injury to feet, workers shall comply with OSHA's PPE requirements and 1926.96. If required, such footwear shall meet the requirements Where any of the above -referenced ANSI standards have apply. 3- The Permittee is responsible for complying with the Revised under the American Disabilities Act (ADA). These guidelines use of a defined pattern of truncated domes as detectable can be found on the Design and Construction Project Support <http:llwww.dot.state.co.us!DesignSupportl>, then click agencies and obtain all environmental clearances that apply Engineers 404 Permits or Colorado Discharge Permit System resource clearances. The CDOT Environmental Clearances administering certain clearances, information about CDOT Utility/Special Use Permit offices or accessed via the http:llwww,dot.state.co.us/environmentalfForms.asp. comply with their employer's safety and health policies/ and Health Administration (OSHA) regulations - including, but not Safety and Health Standards and 29 CFR Part 1926 high visibility apparel, safety glasses, hearing protection, the work being performed, and as specified in regulation. At a when in their vehicles, shall wear the following personal in the Traffic Control provisions of the documentation (at a minimum, ANSI/ISEA 107-1999, class 2); head and at all construction sites or whenever there is danger of for foot protection per 29 CFR 1910.136, 1926.95, of ANSI Z41-1999. been revised, the most recent version of the standard shall Guidelines that have been adopted by the Access Board define traversable slope requirements and prescribe the warnings at street crossings. The new Standards Plans and web page at: on Design Bulletins. If an access permit is issued to you, it will state the terms and conditions for its use. Any changes in the use of the permitted access not consistent with the terms and conditions listed on the permit may be considered a violation of the permit. The applicant declares under penalty of perjury in the second degree, and any other applicable state or federal laws, that all information provided on this form and submitted attachments are to the best of their knowledge true and complete. I understand receipt of an access permit does not constitute permission to start access construction work. Applicant's signature fi,-1all a_rct r Print name It)ate 1 / f/- i2,0 l.4.f#f 1 6,//,32 Ay this application also to be signed by the property owner or written evidence). This signature shall constitute agreement in writing. If a permit is issued, the property owner, in most If the applicant is not the owner of the property, we require their legally authorized representative (or other acceptable with this application by all owners -of -interest unless stated cases, will be listed as the permittee. Property owner signature Print name Date Previous editions are obsolete and may not be used Page 2 ort CDOT Form rt137 12/04 FERGUSON W�ITF CROSSING .IERON'S NEST iH RV PARK t DELGADO Vicinity Property Map Heron's Nest RV Park Expansion - Level II Analysis Revision: Job # 2008-381 Drawn by: LMB Date: 6/12/08 Fite: SCHMUESER GORDON MEYER ENGINEERS I SURVEYORS I 16 W. 61H STREET. SUITE 200 GLENw000 SPRINGS. COLORADO 81 60 1 (970) 945-1004 FAX 19707 945-5948 ASPEN, COLoRAoo (970) 925-6727 CRESTED BUTTE, CO (970) 349-5355 Region 3 Traffic Section 222 S. Sixth St., Room 100 Grand Junction, Colorado 81501 (970) 683-6284 Fax:(970) 683-6290 To: Lee Barger Schmueser Gordon Meyer 118 West 6th, Suite 200 Glenwood Springs, CO 81601 Dear Permittee or Applicant: SWE OF COLORADO INIMEMMINIMIMENg DRARTMf4T Of TIANSPOOTA Permit No: 308110 August 25, 2008 1. Please review the attached State Highway Access Permit (Form #101) and all enclosed attachments. 2. If you choose NOT to act on the permit, please return the permit unsigned. 3. If you wish to APPEAL the Terms and Conditions of the permit, please refer to the attached Form 101, Pages 2 and 3 for an explanation of the appeal procedures. 4. If you ACCEPT the Permit and its Terms and Conditions and are authorized to sign as legal owner of the property or as an authorized representative, leaign and date the Access Permit form on the line marked "PERMITTEE". Your signature confirms your agreement to all the listed Terms and Conditions. 5. Provide a check or money order made out to the jurisdiction named on the next line for the amount due. Make check or money order payable to: CDOT Amount Due: $ 100.00 6. Return the Access Permit including all pages of terms and conditions along with your payment back to the Colorado Department of Transportation (CDOT) at the address noted below. The Department will process and return to you a signed copy of your State Highway Access Permit. You may retain this cover letter for your records. 7. If you fail to sign and return the attached Access Permit within 60 days of the date of this transmittal letter, Colorado Department of Transportation will consider this permit withdrawn and void. 8. As described in the attached Terms and Condition, you must make a written request to obtain a Notice to Proceed. DO NOT begin any work within the State Highway Right -of -Way without a validated Access Permit and Notice to Proceed. Use of this permit without the Colorado Department of Transportation's validation shall be considered a violation of State Law. If you have any questions, please call Alan Clubb, Access at (970) 683-6283. Please return Access Permit and attachments to: Region 3 Traffic Section 222 S. Sixth St., Room 100 Grand Junction, Colorado 81501 COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT Permit fee $100.00 Date of transmittal 8/25/2008 Reg ion/Section/Patrol 3 / 02 / 10-2 Don Poole CDOT Permit No. 070 A / 96.976 / R Local Jurisdiction 'Garfield County 308110 State Highway No/Mp/S Ide 1 The Permittee(s); Applicant: Ref No.: Simon Casas Schmueser Gordon Meyer Lee Barger 118 Euclid Avenue 118 West 6th, Suite 200 Carbondale, CO 81623 Glenwood Springs, CO 81601 970-963-2777 970-945-1004 Is hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in accordance with thls permit, Including the State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by the issuing authority 'tf at any time the permitted access and its use violate any parts of this permit. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. Location: 2500 leet west of on the south side of 070 A Frontage Road Access to Provide Service to: (Land Use Code:) 416 - Campground/Recreational Vehicle Park (Size or Count) (Units) 55 DHV Additional Information: SEE ADDITIONAL TERMS AND CONDTI'IONS MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. Signature Print Name Title Date Upon the signing of this permit the permittee agrees herein. All construction shall be completed in an expeditious Initiation. The permitted access shall be completed being used. The permittee shall notify DWayne Gaymon with Grand Junction, Colorado at (970) 683-3355, at the State Highway right-of-way. The person signing as the permittee must be the owner or legal accept the permit and Its terms and conditions. to the terms and conditions and referenced attachments and safe manner and shall be finished within in accordance with the terms and conditions of the permit the Colorado Department of Transportation In least 48 hours prior to commencing construction within representative of the property served by the permitted access and Print Name 5//Lf CAS— 4 i contained 45 days from prior to have full authority to Date 9 .? A IL P lase Slgn re 4fei4 grcaJ This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION Signature Print Name Title Date (of Issue) Copy Distribution: Required: 1. Region 2.Appllcant 3.$taff Access Section 4.Central Files Make copies as necessary for: Local Authority Inspector MTCE Patrol Traffic Engineer Previous editions are obsolete and may not be used Page i of 3 COOT Form 11101 5/07 State Highway Access Permit Form 101, Page 2 The following paragraphs are excerpts of the State Highway ccess Code. These are provided for your convenience but do not alleviate compliance with all sections of the Access Code. A copy of the State Highway Access Code is available from your local issuing authority (local government) or the Colorado Department of Transportation (Department). When this permit was issued, the issuing authority made its decision based in part on information submitted by the applicant, on the access category which is assigned to the highway, what alternative access to other public roads and streets is available, and safety and design standards. Changes in use or design not approved by the permit or the issuing authority may cause the revocation or suspension of the permit. APPEALS 1. Should the permittee or applicant object to the denial of a permit application by the Department or object to any of the terms or conditions of a permit placed there by the Department, the applicant and permittee (appellant) have a right to appeal the decision to the [Transportation] Commission [of Colorado]. To appeal a decision, submit a request for administrative hearing to the Transportation Commission of Colorado within 60 days of transmittal of notice of denial or transmittal of the permit for signature. Submit the request to the Transportation Commission of Colorado, 4201 East Arkansas Avenue, Denver, Colorado 80222-3400. The request shall include reasons for the appeal and may include changes, revisions, or conditions +hat would be acceptable to the permittee or applicant. 2. Any appeal by the applicant or permittee of action by a local issuing authority shall be filed with the local authority and be consistent with the appeal procedures of the local authority. 3. in submitting the request for administrative hearing, the appellant has the option of including within the appeal a request for a review by the Department's intemal administrative review committee pursuant to [Code] subsection 2.10. When such committee review is requested, processing of the appeal for formal administrative hearing, 2.9(5) and (6), shall be suspended until the appellant notifies the Commission to proceed with the administrative hearing, or the appellant submits a request to the Commission or the administrative law judge to withdraw the appeal. The two administrative processes, the intemal administrative review committee, and the administrative hearing, may not run concurrently. 4. Regardless of any communications, meetings, administrative reviews or negotiations with the Department or the internal administrative review Committee regarding revisions or objections to the permit or a denial, if the permittee or applicant wishes to appeal the Department's decision to the Commission for a hearing, the appeal must be brought to the Commission within 60 days of transmittal of notice of denial or transmittal of the permit. PERMIT EXPIRATION 1. A permit shall be considered expired if the access is not under construction within one year of the permit issue date or before the expiration of any authorized extension. When the pemmittee is unable to commence construction within one year after the permit issue date, the permittee may request a one year extension from the issuing authority. No more than two one-year extensions may be granted under any circumstances. If the access is not under construction within three years from date of issue the permit will be considered expired. Any request for an extension must be in writing and submitted to the issuing authority before the permit expires. The request should state the reasons why the extension is necessary, when construction .is anticipated, and include a copy of page 1 (face of permit) of the access permit. Extension approvals shall be in writing. The local issuing authority shall obtain the concurrence of the Department prior to the approval of an extension, and shall notify the Department of all denied extensions within ten days. Any person wishing to reestablish an access permit that has expired may begin again with the application procedures. An approved Notice to Proceed, automatically renews the access permit for the period of the Notice to Proceed. CONSTRUCTION 1. Construction may not begin until a Notice to Proceed is approved. (Code subsection 2.4] 2. The construction of the access and its appurtenances as required by the terms and conditions of the permit shall be completed at the expense of the permittee except as provided in subsection 2.14. All materials used in the construction of the access within the highway right-of-way or on permanent easements, become public property. Any materials removed from the highway right-of-way will be disposed of only as directed by the Department. All fencing, guard rail, traffic control devices and other equipment and materials removed in the course of access construction shall be given to the Department unless otherwise instructed by the permit or the Department inspector. 3. The permittee shall notify the individual or the office specified on the permit or Notice to Proceed at least two working days prior to any construction within state highway right-of-way. Construction of the access shall not proceed until both the access permit and the Notice to Proceed are issued. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within the highway right-of-way. A construction time extension not to exceed 30 working days may be requested from the individual or office specified on the permit. 4. The issuing authority and the Department may inspect the access during construction and upon completion of the access to ensure that all terms and conditions of the permit are met. Inspectors are authorized to enforce the conditions _ of the permit during construction and to halt any activities within state right-of-way that do not comply with the provisions of the permit, that conflict with concurrent highway construction or maintenance work, that endanger highway property, natural or cultural resources protected by law, or the health and safety of workers or the public. 5. Prior to using the access, the permittee is required to complete the construction according to the terms and conditions of the permit. Failure by the permittee to abide by all permit terms and conditions shall be sufficient cause for the Department or issuing authority to initiate action to suspend or revoke the permit and close the access. If in the determination of the Department or issuing authority the failure to comply with or complete the construction requirements of the permit create a highway safety hazard, such shall be sufficient cause for the summary suspension of the permit. If the permittee wishes to use the access prior to completion, arrangements must be approved by the issuing authority and Department and included in the permit. The Department or issuing authority may order a halt to any unauthorized use of the access pursuant to statutory and regulatory powers. Reconstruction or improvement of the access may be required when the permittee has failed to meet required specifications of design or materials. If any construction element fails within two years due to improper construction or material specifications, the permittee shall be responsible for all repairs. Failure to make such repairs may result in suspension of the permit and closure of the access. 6. The permittee shall provide construction traffic control devices at all times during access construction, in conformance with the M.U.T.C.D. as required by section 42- 4-104, C.R.S., as amended. 7. A utility permit shall be obtained for any utility work within highway right-of-way. Where necessary to remove, relocate, or repair a traffic control device or public or private utilities for the construction of a permitted access, the relocation, removal or repair shall be accomplished by the permittee without cost to the Department or issuing authority, and at the direction of the Department or utility company. Any damage to the state highway or other public right-of-way beyond that which is allowed in the permit shall be repaired immediately. The permittee is responsible for the repair of any utility damaged in the course of access construction, reconstruction or repair. 8. In the event it becomes necessary to remove any right- of-way fence, the posts on either side of the access shall be securely braced with an approved end post before the fence is cut to prevent any slacking of the remaining fence. All posts and wire removed are Department property and shall be turned over to a representative of the Department. 9. The permittee shall ensure that a copy of the permit is available for review at the construction site at all times. The permit may require the contractor to notify the individual or office specified on the permit at any specified phases in construction to allow the field inspector to inspect various aspects of construction such as concrete forms, subbase, base course compaction, and materials specifications. Minor changes and additions may be ordered by the Department or local authority field inspector to meet unanticipated site conditions. 10. Each access shall be constructed in a manner that shall not cause water to enter onto the roadway or shoulder, and shall not interfere with the existing drainage system on the right-of-way or any adopted municipal system and drainage plan. 11. By accepting the permlt, permittee agrees to save, indemnify, and hold harmless to the extent allowed by law, the issuing authority, the Department, its officers, and employees from suits, actions, claims of any type or character brought because of injuries or damage sustained by any person resulting from the permittee's use of the access permit during the construction of the access. CHANGES IN ACCESS USE AND PERMIT VIOLATIONS 1. It is the responsibility of the property owner and permittee to ensure that the use of the access to the property is not in violation of the Code, permit terms and conditions or the Act. The terms and conditions of any permit are binding upon all assigns, successors -in -interest, heirs and occupants. If any significant changes are made or will be made in the use of the property which will affect access operation, traffic volume and or vehicle type, the permittee or property owner shall contact the local issuing authority or the Department to determine if a new access permit and modifications to the access are required. 2. When an access is constructed or used in violation of the Code, section 43-2-147(5)(c), C.R.S., of the Act applies. The Department or issuing authority may summarily suspend an access permit and immediately order closure of the access when its continued use presents an immediate threat to public health, welfare or safety. Summary suspension shall comply with article 4 of title 24, C.R.S. MAINTENANCE 1. The permittee, his or her heirs, successors -in -interest, assigns, and occupants of the property serviced by the access shall be responsible for meeting the terms and conditions of the permit, the repair and maintenance of the access beyond the edge of the roadway including any cattle guard and gate, and the removal or clearance of snow or ice upon the access even though deposited on the access in the course of Department snow removal operations. Within unincorporated areas the Department will keep access culverts clean as part of maintenance of the highway drainage system. However, the permittee is responsible for the repair and replacement of any access -related culverts within the right-of-way. Within incorporated areas, drainage responsibilities for municipalities are determined by statute and local ordinance. The Department will maintain the roadway including auxiliary lanes and shoulders, except in those cases where the access installation has failed due to improper access construction and/or failure to follow permit requirements and specifications in which case the permittee shall be responsible for such repair. Any significant repairs such as culvert replacement, resurfacing, or changes in design or specifications, requires authorization from the Department. Form 101, Page 3 STATE HIGHWAY ACCESS PERMIT 308110 Located on Highway 070 A FR near MM 96.976 Right Issued to Simon Casas August 4, 2008 TERMS AND CONDITIONS 1. This access is approved as constructed in accordance with Section 2.6(3) of the Access Code. 2. This permit replaces any and all additional access permits that may be in existence. All other State Highway access to the property shall be removed. 3. This permitted access is only for the use and purpose stated in the Application and Permit. This Permit is issued in accordance with the State Highway Access Code (2 CCR 601-1), and is based in part upon the information submitted by the Permittee. Any subsequent relocation, reconstruction, or modifications to the access or changes in the traffic volume or traffic nature using the access shall be requested for by means of a new application. Any changes causing non-compliance with the Access Code may render this permit void, requiring a new permit. 4. The traffic limitations listed on the face of this permit shall be adhered to. The traffic volumes are listed in Design Hourly Volume (DHV) trips or Average Daily Trips (ADT) where entering the site and returning counts as two trips. 5. Location of access to 070 A Frontage Road will be at location shown in attached pictures. COLORADO DEPARTMENT OF TRANSPORTATION Environmental Clearances Information Summary PURPOSE - This summary Is intended to inform entities external to CDOT that may be entering the state highway right-of-way to perform work related to their own facilities (such as Utility, Special Use or Access Permittees), about some of the more commonly encountered environmental permits/clearances that may apply to their activities. This listing is not all-inclusive - additional environmental or cultural resource permits/clearances may be required in certain instances. Appropriate local, state and federal agencies should be contacted for additional information if there is any uncertainty about what permits/clearances are required for a specific activity. IMPORTANT — Please Review The Following Information Carefully — Failure to Comply With Regulatory Requirements May Result In Suspension or Revocation of Your CDOT Permit, Or Enforcement Actions By Other Agencies CLEARANCE CONTACTS - As indicated in the permit/clearance descriptions listed below, the following individuals or agencies may be contacted for additional information: • Colorado Department of Public Health and Environment (CDPHE) — General Information — (303) 692-2035 Water Quality Control Division (WQCD) (303) 692-3500 Environmental Permitting Website htto:l/www.cdohe:state.co.us/aermits.aso. CDOT Water Quality Program Manager, Rick Willard (303) 757-9343 • CDOT Asbestos Project Manager; Julia Horn (303) 512-5519 • Colorado Office of Archaeology and Historic Preservation: (303) 866-3395 • U.S. Army Corps of Engineers, District Regulatory Offices Omaha District (NE Colorado), Denver Office (303) 979-4120 htto://www.nwo.usace.armv.millhtml/od-ti/tri-lakes.html Sacramento Dist. (Western CO), Grand Junction Office (970) 243-1199 htto://www.sck.usace.armv.millcespk-co/renulatorv/ Albuquerque District (SE Colorado), Pueblo Reg. Office (719)-543-6915 htte://www.soa.usace.armv.mil/reol • CDOT Utilities, Special Use and Access Permitting: (303) 757-9654 htt :I/wwwdotstate. co.us/Permits/ Ecological Resources — Disturbance of wildlife shall be avoided to the maximum extent practicable. Entry into areas of known or suspected threatened or endangered species habitat will require special authorization from the CDOT permitting office. If any threatened or endangered species are encountered during the progress of the permitted work, work in the subject area shall be halted and the CDOT Regional Permitting Office and Regional Planning and Environmental Manager shall be contacted immediately. Authorization must be provided by CDOT prior to the continuation of work. Information about threatened or endangered species may be obtained from the CDOT website htto:llwww.dot.state.co.uslenvironmentaVWiidlifeJGuideiines.aso, or the Colorado Division of Wildlife website htte:f/wildlife.state.co.us/WildlifeSpecies/SpeclesOfConcemJ. Additional guidance may be provided by the Regional Permitting Office in the Permit Special Provisions. Cultural Resources — The applicant must request a file search of the permit area through the Colorado Office of Archaeology and Historic Preservation (OAHP), Denver, to ascertain if historic or archaeological resources have previously been identified. Inventory of the permit area by a qualified cultural resources specialist may be necessary, per the recommendation of OAHP and/or CDOT. If archaeological or historical artifacts are encountered during the progress of the permitted work, work in the subject area shall be halted and the CDOT Regional Permitting Office and Regional Planning and Environmental Manager shall be contacted immediately. Authorization must be provided by CDOT prior to the continuation of work. Additional guidance may be provided by the Regional Permitting Office in the Permit Special Provisions. Contact Information Contact the OAHP at (303) 866-3395. General ProhitlltIon — Discharaes - All discharges are subject to the provisions of the Colorado Water Quality Control Act and the Colorado Discharge Permit Regulations. Prohibited discharges include substances such as wash water, paint, automotive fluids, solvents, oils or soaps. Contact Information: Contact the CDOT Water Quality Program Manager at (303) 757-9343, or the Colorado Department of Public Health and Environment, Water Quality Control Division (WQCD) at (303) 692-3500. General Authorization . Allowable Non-Stormwater Discharees - Unless otherwise identified by CDOT or the WQCD as significant sources of pollutants to the waters of the State, the following discharges to stormwater systems are allowed without a Colorado Discharge Permit System permit: landscape irrigation, diverted stream flows, uncontaminated ground water infiltration to separate storm sewers, discharges from potable water sources, foundation drains, air conditioning condensation, irrigation water, springs, footing drains; water line flushing, flows from riparian habitats and wetlands, and flow from fire fighting activities. Contact Information: The CDOT Water Quality Program Manager or the CDPHE Water Quality Control Division (telephone #'s listed above). Hazardous Materials. Solid Waste - The Solid Wastes Disposal Sites and Facilities Act C.R.S. 30-20-100, et al, and Regulations Pertaining to Solid Waste Disposal Sites and Facilities (6 CCR 1007-2), prohibit solid waste disposal without an approved Certificate of Designation (a landfill permit). The Colorado Hazardous Waste Act C.R.S. 25-15-301 et al, and the Colorado Hazardous Waste Regutations (6 CCR 1007-3) prohibit the transfer, storage or disposal (TSD) of hazardous waste except at permitted TSD sites. There are no permitted landfills or TSD sites within the State Highway Right of Way. Therefore, ail solid or hazardous wastes that might be generated by the activities of entities entering the State Highway Right of Way must be removed from the ROW and disposed of at a permitted facility or designated collection point (e.g., for solid waste, a utility or construction company's own dumpster). If pre-existing solid waste or hazardous materials contamination (including oil or gasoline contaminated soil, asbestos, chemicals, mine tailings, etc.) is encountered during the performance of work, the permittee shall halt work in the affected area and immediately contact the CDOT Regional Permitting Office for direction as to how to proceed. Contact Info: Contact the CDOT/CDPHE Liaison at (303)757-9787. Environmental Clearances Information Summary Page 1 of 3 Colorado Department of Transportation July `07 Asbestos Containing Materials. Asbestos Contaminated Soil .- All work on asbestos containing materials (ACM) must comply with the applicable requirements of the CDPHE Air Pollution Control Division's (APCD) Regulation 8. Disposal of ACM, and work done in \asbestos -contaminated soil, must comply with the CDHPE Hazardous Materials and Waste Management Division's (HMWMD) Solid Waste Regulations. The application for any CDOT permit must specifically identify any ACM involved in the work for which authorization is being requested. Additional guidance or requirements may be specified in the permit special provisions. Contact Info: CDPHE APCD and HMWMD Regulations can be accessed via the CDPHE Environmental Permitting Website listed above. Additional information is available from Julia Horn, CDOT Asbestos Project Manager (303) 512-5519. Construction Stormwater Permit: Stormwater Discharge From Industrial Facilities - Discharges of stormwater runoff from construction sites disturbing one acre or more - or certain types of industrial facilities - requires a CDPS Stormwater Permit. Contact Information: For Utility/Special Use activities being performed in conjunction and coordination with a CDOT highway construction contract, please contact the CDOT Water Quality Program Manager at (303) 757-9343. Otherwise, contact the CDPHE Water Quality Control Division at (303) 692-3500. Website: http:/lwww.cdphe.state.co.us/wq/PermitsUnitlwgcdomt.html Construction Dewatering (Discharge or Infiltration) -- Discharges of water encountered during excavation or work in wet areas may require a Construction Dewatering Discharge Permit. Contact Information: For Construction Dewatering Discharge Permits, contact the CDPHE WQCD at (303) 692-3500. Website:http:/Jwww.cdphe.state.co,us/wg/PermitsUnit/wgcdnmt.html Minimal Industrial Discharge Permit — Discharges of small quantities of wastewater or wastewater requiring minimal treatment, such as that resulting from hydrostatic testing or certain wash waters, may require a Minimal Industrial Discharge Permit ("MINDI"). Contact Info: Contact the CDPHE WQCD at (303) 692-3500. Website: httpJ/www.cdohe.state.co,us/wu/PermitsUnitlwacdpmtjhtml Municipal Separate Storrn Sewer System (MS4) Discharge Permit — Discharges from the storm sewer systems of larger municipalities, and from the CDOT highway drainage system that lies within those municipalities, are subject to MS4 Permits issued by the CDPHE WQCD. For facilities that lie within the boundaries of a municipality that is subject to a MS4 permit, the owner of such facility should contact the municipality regarding stormwater related clearances that may have been established under that municipality's MS4 permit. All discharges to the CDOT highway drainage system must comply with the applicable provisions of the Colorado Water Quality Control Act and the Colorado Discharge Permit Regulations, and are subject to inspection by the CDOT and the CDHPE. Contact Information: Contact the CDPHE Water Quality Control Division at (303) 692-3500 for a listing of municipalities required to obtain MS -4 Permits, or go to http://www.cdphe.state.co.us/wo/PermitsUnit/wacdpmt.html#MunicipalFormsGuidart . DIschargg of Dredged or Fill Material --404 Permits A ministered Lav the U.S. ArmyCorns of Engineers. and Section 401 Nater Quality Certifications Issued by the CDPHE WQCD - Corps of Engineers 404 Permits are required for the discharge of dredged or fill materials into waters of the United States, including wetlands. There are various types of 404 Permits, including Nationwide Permits, which are issued for activities with relatively minor impacts. For example, there is a Nationwide Permit for Utility Line Activities (NWP #12). However, depending upon the specific circumstances, it is possible that either a "General" or "Individual" 404 permit would be required. If an Individual 404 Permit is required, Section 401 water quality certification from the CDPHE WQCD is also required. Contact Information: Contact the appropriate Corps District Regulatory Office for information about what type of 404 permit may be required (information provided at top of ECIS). Contact the CDPHE Water Quality Control Division at (303) 692-3500. Erosion and Sediment Control Practices - For activities requiring a Construction Storrnwater Permit, erosion control requirements will be specified through that permit. In those situations where a stormwater permit is not required, all reasonable measures should be taken In order to minimize erosion and sedimentation. In either case, the CDOT Stormwater Quality and Erosion Control Guide (2002) should be used to design erosion controls. Contact Information: The CDOT Stormwater Quality and Erosion Control Guide may be obtained from the Bid Plans Office at (303) 757-9313 or from: htto //www.dot.state,co.us/environmental/envWaterQual/wgms4.aSD Disposal of Drilling Fluids - Drilling fluids used in operations such as Horizontal Directional Drilling may be classified as "discharges" or "solid wastes", and in general, should be pumped or vacuumed from the construction area, removed from the State Highway Right of Way, and disposed of at permitted facilities that specifically accept such wastes. Disposal of drilling fluids into storm drains, storm sewers, roadside ditches or any other type of man-made or natural waterway is prohibited by Water Quality Control and/or Solid Waste regulations. Small quantities of drilling fluid solids (less than 1 cubic yard of solids) may be left an -site after either being separated from fluids or after infiltration of the water, provided: 1) the drilling fluid consists of only water and bentonite clay, or, if required for proper drilling properties, small quantities of polymer additives that are approved for use in drinking water well drilling; 2) the solids are fully contained In a pit, and are not likely to pose a nuisance to future work in the area, 3) the solids are covered and the area restored as required by COOT permit requirements (Utility, Special Use, or Access Permits, etc.). Contact Information: Contact the CDOT / CDPHE Liaison or CDOT Water Quality Program Manager. Concrete Washout - Waste generated from concrete activities shall NOT be allowed to flow Into the drainage ways, inlets, receiving waters, or In the CDOT ROW. Concrete waste shall be placed in a temporary concrete washout facility. Concrete washout shall only be performed as specified by the CDOT Environmental Program and shall be in accordance to CDOT specifications and guidelines. Contact Information: Contact the CDOT Water Quality Program Manager at (303) 757-9343. Spill Reporting - Spills shall be contained and cleaned up as soon as possible. Spills shall NOT be washed down into the storm train or buried. All spills shall be reported to the CDOT Illicit Discharge Hotline at (303) 512-4446 (4H20), as well as the Regional IPermitting Office and Regional Maintenance Supervisor. Spills on highways, into waterways, or that may otherwise present an immediate danger to the public shall be reported by calling 911, and shall also be reported to the CDPHE at 1-(877)-518-5608. Environmental Clearances Information Summary Page 2 of 3 Colorado Department of Transportation u Transportation of Hazardous Materials - No person may offer or accept a hazardous material for transportation in commerce unless that person is registered in conformance with the United States Department of Transportation regulations at 49 CFR, Part 171. The hazardous material must be properly classed, described, packaged, marked, labeled, and in condition for shipment as required or authorized by applicable requirements, or an exemption, approval or registration has been issued. Vehicles requiring a placard, must obtain authorization and a State HAZMAT Permit from the Colorado Public Utilities Commission. Contact Information: For authorization and more info call the Federal Motor Safety Carrier Administration, US DOT for inter- and intra -state HAZMAT Registration (303) 969-6748. Colorado Public Utilities Commission: {303) 894-2868. Paleontology - The applicant must request a fossil locality file search through the University of Colorado Museum, Boulder, and the Denver Museum of Nature and Science to ascertain if paleontological resources have been previously identified. Inventory of the permit area by a qualified paleontologist may be necessary, per the recommendation of CDOT. If fossils are encountered during the permitted work, all work in the subject area shall be halted and the CDOT Regional Permitting Office and Regional Planning and Environmental Manager shall be contacted immediately. Authorization must be provided by CDOT prior to the continuation of work. Additional guidance may be provided by the Regional Permitting Office in the Permit Special Provisions. Contact Information: Contact the CDOT Paleontologist at (303) 757-9632. Working on or In any stream or Its bank - In order to protect and preserve the state's fish and wildlife resources from actions that may obstruct, diminish, destroy, change, modify, or vary a natural existing stream or its banks or tributaries, it may be necessary to obtain a Senate Bill 40 certification from the Colorado Department of Natural Resources. A stream Is defined as 1) represented by a solid blue line on USGS 7.5' quadrangle maps; and/or 2) intermittent streams providing live water beneficial to fish and wildlife; and/or 3) segments of streams supporting 25% or more cover within 100 yards upstream or downstream of the project; and/or 4) segments of streams having wetlands present within 200 yards upstream or downstream of the project. The Colorado Division of Wildlife (CDOW) application, as per guidelines agreed upon by CDOT and CDOW, can be accessed at www.dot.state.co.us/environmental/wildlife/.ennita• • ication.as'. About This Form - Questions or comments about thls Information Summary may be directed to Dahir Egal, CDOT Safety & Traffic Engineering, Utilities Unit, at (303) 757-9344, dahir.eoalOdot.state.co.us Environmental Clearances Information Summary Page 3 of 3 Colorado Department of Transportation July '07 IMPACT MITIGATION PLAN & STATEMENT Landscaping As stated earlier in this application, the Applicants have planted, or intend to plant trees along the western and eastern edges of the property, in order to mitigate any negative effects from the RV Park on neighboring properties. Since the RV Park borders the Town of Silt Water Treatment PIant on the west, there should be very few mitigations needed, but the trees should buffer the two compatible uses. The RV Park borders one residential county property to the east, and a row of trees on that property border will also serve to mitigate any RV Park effects on that property. Other Neighboring Properties The RV Park borders the Ferguson Crossing Planned Unit Development (Town of Silt development) on the east border of the property, but that commercial acreage is likely years from development. Upon development of that subdivision, the Ferguson PUD will probably have more of an impact on this property that the reverse. The RV Park borders the Scott Subdivision Exemption (Town of Silt development) on the north border of the property. The land uses within that development are light industrial to industrial in nature, and again, likely have more impact on this property than the reverse. Pastureland The Applicants intend no development between the RV Park and the northern or northeastern properties, due to the fact that the RV Park septic system takes up a vast amount of acreage to the north of the RV Park. Since this is the case, the Applicants have allowed limited pasturing of farm animals for very short periods of the summer, in order to keep the grass maintained. This land use is rather benign in nature, and lends itself to a buffer between this property and the northern properties and the Interstate -70 right-of- way. Traffic The Applicants performed a traffic study, submitted it to the Colorado Department of Transportation, and received approval for the existing fifty-six (56) spaces, plus the requested additional twenty (20) spaces, without improvement to River Frontage Road (state highway). There are no Garfield County maintained roads that provide any sort of access to this property, and therefore, the impact to the county is much reduced when compared to other county properties. Signage The Applicants do not have any signs on the property or off-site of the property to advertise the RV Park, except for the blue Interstate -70 signs. The Applicants intend to follow all regulations regarding signage for any future proposed signs. 1 Access This property provides access to the eastern county residential property and the Town of Silt water and wastewater plants via two (2) accesses. The north/south access to the residential unit is paved, and the east/west access to the Town plants is an engineered road installed and maintained by the Town since the construction of the water and wastewater plants. The Applicants have agreed to apply magnesium chloride annually, or as needed, to the driveways within the RV Park, in order to minimize dust and erosion. Lighting The Applicants provide existing safety lighting within the RV Park, and will provide additional lighting as required by the Garfield County Special Use Permit requirements. However, these lights are not directed at any county property, and do not create a nuisance situation in any manner. Noise Noise within the RV Park is strictly monitored by the Applicants and management, so as not to disturb adjoining properties. In the event that a tenant is disturbing the peace, management reserves the right to evict that tenant. Animals Tenants may keep normal household pets within the RV Park, but management strictly monitors these tenants to ensure that there are no loose animals to disturb other tenants or neighboring properties. 2