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HomeMy WebLinkAbout1.0 General Application.pdfCHANTE PEJUTA   LOT 3 RIES EXEMPTION  ACCESSORY DWELLING UNIT (ADU)    LAND USE CHANGE PERMIT APPLICATION    Table of Contents    Land Use Change Permit Application Form  Pre‐application Conference Summary  Warranty Deed  Owner’s Change of Name Document  Owner’s Consent Letter  Adjacent Property Owners & Mineral Owners of Interest  Project Description  Regulatory Provisions Being Addressed  Waivers from Submittal Requirements  Application Submittal Requirements   Exhibit 1 ‐ Vicinity Map   Exhibit 2 – Site & Grading Plan   Exhibit 3 – Landscaping Plan   Exhibit 4 – Impact Analysis   Exhibit 5 – Traffic Study   Exhibit 6 – Water Supply   Exhibit 7 – Wastewater Management                cG Garfield County Community Development Department 108 8 1 h Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com TYPE OF APPLICATION Pl Administrative Review D Limited Impact Review D Major Impact Review D Amendments to an Approved LUCP OUR OMIR OsuP D Minor Temporary Housing Facility D Vacation of a County Road/Public ROW D Location and Extent Review D Comprehensive Plan Amendment 0 Major 0Minor D Pipeline Development LAND USE CHANGE PERMIT APPLICATION FORM D Development in 100-Year Floodplain D Development in 100-Year Floodplain Variance D Code Text Amendment D Rezoning 0 Zone DistrictO PUD 0 PUD Amendment D Administrative Interpretation D Appeal of Administrative Interpretation D Areas and Activities of State Interest D Accommodation Pursuant to Fair Housing Act D Variance D Time Extension (also check type of original application) INVOLVED PARTIES Owner I Applicant . . . c "'t.\ ri-t t.. PeJIA frt , L-L l- Name: E~cl'"' Slcu tnfAy Phone:('170) 3Ctl ~2.1'15 Mailing Address : Z7 01 Co<.tvlbyi R.00..d IO O City: {IJ V bvn cf"' I C State: C 0 Zip Code: _.8"'--'-'l (J..._' Z=--'2::>"'------ E-mail : e o.d evi @:tl!ll t n vtfuv'·t h f'td5 . co m Representative (Authorization Required) Name: 'Devi r1 f s Po we u Phone: !.1ZLl 53'3 -l "4-3 Mailing Address : 37 p (C t?l l.-a.Vl e City: Cot. r'~pY! d Cil. le. State: C 0 Zip Code: _,8"'-. """I tl"'-''l"-?-'-· ___ _ E-mail: d evi vt ls @ dk o.vc h1}ects ; t.&-s . (O ilY1 PROJECT NAME AND LOCATION Assessor's Parcel Number: Z ~ _j_ _I _ -__ I_~ -_Q_ Q__ -_Q _2__ 1_ Physical/Street Address: ~70 ( C 01.llrtfy }2 Qll. d l 0 0 Legal Description: lo+ 3 1 R i ec;. E.xempb.'1VI Plt\.f Zone District: --'-R---""U~Y"'-'Gll."-"'-'f'-----------Property Size (acres): 2 · 5 lP PROJECT DESCRIPTION REQUEST FOR WAIVERS Submission Requirements D The Applicant requesting a Waiver of Subm iss ion Requirements per Sect ion 4 -202 . List : Section : Section : Section : Section: Waiver of Standards D The Applicant is requesting a Waiver of Standards per Section 4 -118 . List : Section : Section : Section : Section: I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge . OFFICIAL USE ONLY File Number: ____ -___ _ Fee Paid:$ ___________ _ GARFIELD COUNTY Community Development Department 108 8 th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone : 970.945.8212 Facsimile : 970 .384.3470 www.garfield -county.com PRE-APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 2391-313-00-027 DATE: 2/27/14 PROJECT: Chante Pejuta Accessory Dwelling Unit (ADU) OWNER: Chante Pejuta LLC REPRESENTATIVE: Dennis Powell, DK Architects PRACTICAL LOCATION: 2701 County Road 100 ZONING: Rural (R) TYPE OF APPLICATION: Administrative Review for Accessory Dwelling Unit I. GENERAL PROJECT DESCRIPTION The Applicant has previously received Flood Plain Development Permit approvals for construction of improvements on their property adjacent to the Roaring Fork River. The Approvals included a single family home , a variety of accessory buildings , and infrastructure to serve the improvements . The Applicant's approved site plan included a "Caretakers Cabin -pending approval of Land Use Change Permits". Under the current approvals the cabin could not include a full kitchen and full bathroom facilities . The Applicant has proposed pursuing at this time approvals for an ADU that would allow the cabin to be improved with a full kitchen and complete bathroom facilities . The cabin has a footprint of 400 sq.ft. and is estimated to have up to 800 sq .ft. of floor area on two levels . The proposal is anticipated to fully comply with the current Flood Plain Permit and an other applicable provisions of the Land Use and Development Code . The overall property is 2 .56 acres in size and the unit will be limited to a maximum of 1,500 sq .ft . based on Section 7- 701 of the Land Use and Development Code . The unit will be served by a shared well and septic system . II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS • Garfield County Comprehensive Plan 2030 as amended • Garfield County Unified Land Use Resolution of 2008 as amended o Article Ill, Zoning • Rural Zone District -Lot/Building Requirements (Table 3-201) and Use Table (Table 3-403) o Article IV, Application and Review Procedures • Administrative Review (Section 4-103) • Common Review Procedures (Section 4-101) • Table 4-102 Common Review Procedures and Required Notice • Table 4-201 Application Submittal Requirements • Description of Submittal Requirements (Section 4-203) • Section 4-118 Waiver from Standards • Section 4-202 Waiver from Submittal Requirements o Article VII, Standards -Division 1 General Standards, Division 2 General Resource Protection Standards, Division 3 Site Planning -as applicable • Standards Applicable to an Accessory Dwelling Unit (Section 7-701) • Compliance with all conditions of approval contained in the Chante Pejunta Land Use Change Permit -Flood Plain Development issued on 11/8/11 and recorded at Reception No. 810684. Ill. COMPREHENSIVE PLAN 2030 In Chapter 2, Future Land Use, the Garfield County Comprehensive Plan 2030 indicates that ADU's shall be included in the Comprehensive Plan density recommendations. The property is designated Residential Low, RL (10 Acres/DU). Analysis of the density calculation and general conformance of the Application to the Comprehensive Plan will be part of the development review process. IV. REVIEW PROCESS In summary, the Application will follow the Administrative Review Process contained in Sections 4-101 and 4-103 and Table 4-102: 1. Pre-application Conference 2. Submittal of Application (3 copies plus a copy on CD) 3. Determination of Completeness 4. If Technically Complete the Applicant will be notified and the request scheduled for a Decision by the Director. If it is not Technically Complete the Applicant will be advised of the deficiencies. 5. Additional copies of the Application are provided for referral agencies. 6. Applicant completes public notice mailing by certified mail to adjacent property owners within 200' and mineral rights owners on the property. The mailing is required to be a minimum of 15 days prior to the Director's Decision 2 7. Staff prepares a report including public and referral comments 8. Director's Decision 9. Ten day call-up period after which the action becomes final provided there are no requests for a call-up by the Board of County Commissioners or requests for reconsideration. 10. Once all conditions of approval are met the Director can issue the Land Use Change Permit. V. ADDITIONAL DETAILS ON PROCESSING AND SUBMITTAL REQUIREMENTS In addition to the submittal requirements documented in Table 4-102 and Section 4-203 the following clarifications are provided. • A list of property owners within 200 ft. will have to be provided and said owners will receive public notice of the date set for the Director's Decision. Information on mineral rights ownership on the site will also be required and owners of mineral rights will also receive public notice. • A copy of a deed confirming the Applicant's ownership of the property also needs to be provided along with any authorizations to represent and statements of authority (typically required for LLC's and Corporations). • The Application will need to demonstrate a legal and physical supply of water (water supply plan) adequate to serve the additional unit. Well pump tests and water quality testing will be required. • An updated County Road and Bridge access permit may be required. • A waste water treatment plan with information regarding on-site waste water treatment (formerly known as an ISDS) will be required. • The Application will need to address any natural hazards or soils constraints on the site. Demonstration of compliance with the Flood Plain Development Permit for the site will be required. • The Site Plan needs to show improvements on the site including proposed locations for access driveways, parking areas, proposed infrastructure, existing structures, and the proposed ADU. • The Applicant may request waivers from submittal requirements in accordance with Section 4-202. Submittal waivers for a Development Agreement, Improvements Agreement, and elements of the Impact Report may be appropriate. Landscaping submittal requirements may be addressed as part of the Site Plan with an indication where existing vegetation is found on the site. Traffic information should be provided but a waiver may be requested from the completion of a full traffic study. VI. APPLICATION REVIEW a. Review by: Staff for completeness recommendation and referral agencies for additional technical review 3 b. Public Hearing : c. Referral Agencies: _lL Director (noticed but not a public hearing) _ Planning Commission _ Board of County Commissioners _Board of Adjustment May include but are not limited to Garfield County Road and Bridge , Garfield County Attorney, Fire Protection District, Garfield County Environmental Health Manager, Colorado Division of Water Resources, Garfield Consulting Engineer, Garfield County Flood Plain Administrator. VII. APPLICATION REVIEW FEES a. Planning Review Fees:$ 250 .00 b. Referral Agency Fees : $ __ TBD_ (consulting engineer/civil engineer fees) c. Total Deposit: $ 250 .00 (additional hours are billed at $ 40.50 /hour) VIII. GENERAL APPALICATION PROCESSING Planner reviews the case for completeness and sends to referral agencies for comments. Planner will contact the Applicant and set up a site visit. Planning Staff reviews application to determine if it meets standards of review. Planner makes a recommendation of approval, approval with conditions, or den ial to the appropriate hearing body which in the case of Administrative review is the Director of the Community Development Department. IX. DISCLAIMER The foregoing summary is adv isory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future , and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. X. PRE-APPLICATION SUMMARY PREPARED BY: Glenn Hartmann Senior Planner 4 1--"""'··~ ,,,,, .,.., .. ·,,., ... -lllflO-.~~~ .. ~· ... ~.:.-.·.~.._-..-,~,;.,. ... _ • .,.,..JJ,.·; A . . -·i lHI;.. O H ·J .. t ,, .td,,\ l!:• ' ;,;, ,!:1:> «( 1.,r·"j" ~Ii' 1, <>lo.! i 'l ;t t~' : .... 1.it(fatm ·~ h ~II "'''!i•hltil i;,o· .. il•! .. 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Checked by A VG -www.avg.com Version : 2012 .0.2180 I Virus Database : 2433 /5077 -Release Date : 06/18/12 6 County Court Cloistrift_~ourt DDenver Juvenile Court b CA f i -G Ll County, Colorado Court Address : 10~ 8th St., Suite 104 , Glenwood Sp rin gs, CO 8160 1 ~e Matter of the Petition of: TI ~Adult: VV u J Lc:k "\ Cohe VI or D Parent/Petitioner: for Minor Child : For a Change of Name to: .--------~--~~ CO fv1BI NED COURT OF GA ! ' " Certir ed to be a tu~r. true and correct copy of . the o iginal in rp y cus !_g dy . 3 I Dated \ \ -J J -t JAME~ C. BRADFORD Cler~ . ':Y.-o,,ou y • COURT USE ONLY • Case Number : 13CL/U5 Division Courtroom FINAL DECREE F R CHANGE OF NAME The Court having read and considered the Petition for Change of Name finds: ~at the statutory requirements for a change of name under §13-15-101 , C.R.S. have been met ; Ulfhat the desired change of name is proper and not detrimental to the interests of any other person; 0That the change of name is in the best interest of the minor child ; and ~at the Petitioner , being an adult or child 14 years of age or older, has not been convicted of a felony or adjudicated a juvenile delinquent for an offense that would constitute a felony if committed by an adult in this state or any other state or under federal law . The Court further finds that: CJPublication is not required , as the Petitioner has shown good cause why publication pursuant to §13-15- 102, C.R.S . should not apply. The Court Orders the following change of name: The name of 5 ra. "l J -€.-vi I First l)lam~ Middle ame born on '1 I {o !fa 0 (date of birth) i s~h nged to --"~=-· C\...;.....iq._e..;..:\1~/---'-----M1"ddle -e First Name Last Name Date : __ ,_,_/1+-'/;_5_/_13 ___ _ 7 7 Date :_\\-'---'\>----'\ s=-\_.._) 3 __ _ JDF 448 R7-11 FINAL DECREE FOR CHANGE OF NAME Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 June 30, 2014 Dear Garfield County Building and Planning, Dennis Powell, of DK Architects, LLC, is authorized to act on behalf of the Owner for the Land Use Change Permit for an Accessory Dwelling Unit for Chante Pejuta, Lot 3, Ries Exemption, Garfield County, Colorado. Sincerely, Eaden Shantay 2701 County Road 100 Carbondale, CO 81623 P~OPE~T'( OW~ER~ WITHIN ZOO FT. Acco u nt# Parcel# OwnerName Address 2 City State Zi pCode Ho.use#. Stfeet Name R112105 2393 36300016 ROARING FORK TRANSPORTATION AUTHORITY 530 E MAIN STREET ASPEN co 81611 RAILROAD. R;O.W . R007184 239131318009 JAMIE KNIGHT SUMA SEPARATE PROPERTY TRUST 520 EAST COOPER AVENUE ASPEN co 81611 . .. 24 ST~FINNBAR.F.ARM R111789 239131300026 SINGER , LAWRENCE & LISA 2621 COUNTY ROAD 100 CARBONDALE co 81623 2621 lOOCOUNTY. ' : . . R111789 239131300026 SINGER, LAWRENCE & LISA 2621 COUNTY ROAD 100 CARBONDALE co 81623 2621 CATHERINE STORE R111797 239131300028 THROM , DOUG & RAGER , DOUG 617 W MAIN STREET ASPEN co 81611 2727 lOOCOUNTY R111797 239131300028 THROM , DOUG & RAGER , DOUG 617 W MAIN STREET ASPEN co 81611 27.21 CA'fHERINE :STORE ' R007185 239131318010 MTDAWWG LLC 999 VALLEY ROAD CARBONDALE co 81623 .· ST fc lNNBAR FARM . · R111420 239131300015 BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY 108 8TH STREET SUITE 213 GLENWOOD SPRINGS co 81601 R007186 239131318011 TRIPLE M RANCH LLC 4ABBEY ROAD GLEN CARBON IL 62034 16 ST FINNB~R FARM R111790 239131300027 CHANTE PEJUTA LLC 2701 COUNTY ROAD 100 CARBONDALE co 81623 2701 lOOCOUNTY :· R111790 239131300027 CHANTE PEJUTA LLC 2701 COUNT Y ROAD 100 CARBONDALE co 81623 CATHERINE STO,RE CHANTE PEJUTA   ACCESSORY DWELLING UNIT (ADU)    Statement on Mineral Owners of Interest    Chuck Dorn, of Stewart Title Company, and I, Dennis Powell, conducted a  thorough examination of the Warranty Deed and Title Insurance Policy for the  subject property at Lot 3, Ries Exemption and found no reservation of mineral  interest on the deed, and no exceptions to title on Schedule B for mineral  interests.        CHANTE PEJUTA   ACCESSORY DWELLING UNIT (ADU)      Project Description    The owner of this single family residential property is seeking approval for an  accessory dwelling unit.  The space for the dwelling unit will be provided in the  recently permitted Storage Building.  Sleeping and living space will be in the upper  level loft room and bathing and kitchen spaces will be on the main level of the  building.  This accessory dwelling unit will be used by the owner as either space  for house guests or a care taker of the property.          CHANTE PEJUTA   ACCESSORY DWELLING UNIT (ADU)    Regulatory Provisions Being Addressed    Garfield County Unified Land Use Resolution of 2008  1. Article III, Zoning  Rural Zone District (Table 3‐201 & Table 3‐403)  Response:  Table 3‐201 ‐ The lot area of 2.56 acres is greater than the minimum 2.0  acres.  Lot coverage is 4%, so well below the 15% limit.  All setbacks have been met  during the permitting process for the Storage Building which will house the proposed  ADU.  Table 3‐403 – The ADU use we are seeking is allowed per administrative review.    2. Article IV, Application & Review Procedures   Response:  This application adheres to all the review procedures of Article IV.  A pre‐ application summary is attached and all items required per Table 4‐201 are included.  We are seeking no Waiver from Standards but do request a Waiver from Submittal  Requirements in regard to the Traffic Study.  See Exhibit 5 Traffic Study.    3. Article VII, Standards  A. Division 1‐ General Standards   Section 7‐101  Zone District Use Regulations  Response:  The land use change being requested complies with Article III.   See above.   Section 7‐102  Comprehensive Plan & Intergovernmental Agreements  Response:  The land use change is in conformance with the Garfield County  Comprehensive Plan.   Section 7‐103  Compatibility  Response:  The nature, scale & intensity of the ADU use is compatible with  adjacent properties.   Section 7‐104  Source of Water  Response:  The applicant has an adequate, reliable, long term and legal  water supply for the ADU.  See Exhibit 6 Water Supply.   Section 7‐105  Central Water Supply and Wastewater Systems  Response:  Central water distribution is not applicable.  The already  permitted individual wastewater system for the primary residence was  sized for an ADU.  See Exhibit 7.   Section 7‐106  Public Utilities  Response:  Adequate public utilities are available to serve the ADU.   Section 7‐107  Access and Roadways  Response:  The proposed ADU will use the same driveway as the primary  residence to access County Road 100.  The driveway meets the standards  set in Table 7‐107.   Section 7‐108  Use of Land Subject to Natural Hazards  Response:  The only natural hazard on this site is flooding since this  property is in the 100‐yr flood plain.  All structures have been designed to  meet the standards set in the approved flood plain development permit  issued on 11/8/11.   Section 7‐109  Fire Protection  Response:  The building that will house the ADU has been permitted and  constructed to meet the fire protection standards of the local fire district    B. Division 2‐ General Resource Protection Standards   Section 7‐201  Agricultural Lands  Response:  There are no agricultural lands adjacent to this property.   Section 7‐202  Wildlife Habitat Areas   Response:  The 35’ setback along the Roaring Fork River will preserve a  substantial amount of native vegetation and provide a corridor for wildlife  across the site.    Section 7‐203  Protection of Waterbodies  Response:  The building that will house the ADU is outside the minimum 35’  setback from the mean high water line of the Roaring Fork River as are all  the structures on the property.   Section 7‐204  Drainage and Erosion  Response:  The ground around the building that will house the ADU has  been graded for positive drainage away from the building.  All surface  drainage shall be kept on site and not directed toward the river.   Section 7‐205  Environmental Quality  Response:  The creation of an ADU on this property will have no impact on  the air or water quality of the site.   Section 7‐206  Wildfire Hazards  Response:  This property does not have any areas that are designated as  severe wildfire hazard areas and none of the structures are built on slopes  greater than 30%.  The roof material of the building that will house the ADU  is metal, which is non‐combustible.   Section 7‐207  Natural and Geologic Hazards  Response:  None of the geologic hazards identified in this section exist on  this property.   Section 7‐208  Reclamation  Response:  The major construction activity on this site has been completed  and all disturbed areas have been reclaimed.  New landscaping of the site is  in its final stages.    C. Division 3‐ Site Planning and Development Standards   Section 7‐301  Compatible Design  Response:  The proposed ADU being housed in the existing storage building  on this property is compatible with the adjacent uses in this rural  residential area.  In addition, the site is buffered from the road and  adjacent properties with vegetation and berming and the exterior materials  of the storage building compliment those of the primary residence and are  in keeping with those of the adjacent homes.   Section 7‐302  Off Street Parking and Loading Standards  Response:  Two parking spaces have been provided for the ADU on a gravel  drive that connects to the main drive of the primary residence.  This meets  the standard set in Table 7‐302.A.  The off‐street loading standards are not  applicable to this use.   Sections 7‐303, 304, 305 & 306    Response:  Not applicable to this use.    D. Division 7‐ Additional Standards for Residential Uses   `Section 7‐701 Accessory Dwelling Unit  Response:  The existing Storage Building, that will house the proposed  ADU, has 704 SF on the main level and 271 SF on the upper level for a total  area of 975 SF, which is below the 1500 SF limit for properties less than 4  acres.  The ADU will be used for residential purposes only and its  construction shall comply with all building codes.  The lot area exceeds the  minimum 2 acres and the ADU shall have a separate entrance from the  primary residence.   Sections 7‐702, 703,705,706,707    Response:  Not applicable to this use.   Section 7‐704 Lighting Standards  Response:  See attached supplemental information on Lighting Standards.      Chante Pejuta Land Use Change Permit – Floodplain Development, issued on  11/8/11, recorded at Reception # 810684.   Response:  The proposed ADU shall comply with all the conditions of the  floodplain development permit.  It will be housed in the existing Storage  Building which was permitted and constructed to meet all  recommendations of the Land Use Change Permit.      Garfield County Comprehensive Plan 2030 as amended  1. Chapter 2, Future Land Use   Response:  This property, Chante Pejuta, is one of 4 lots that were  subdivided in 1987 with the creation of the 10 acre Ries Exemption.  Each of  the lots is 2 acres or larger with Chante Pejuta having 2.56 acres. This small  subdivision is bounded by the Roaring Fork River and County Road 100.   The adjacent lands are primarily open space or agricultural, with some  industrial area along the south side of County Road 100.      According to the Garfield County Future Land Use Map, the Ries Exemption  falls within the 3 mile area of influence of Carbondale and is designated  Residential Low with 10+ acres per dwelling unit.  Therefore, the Ries  Exemption currently does not comply with the County’s Future Land Use  density, since it is now 2.5 acres per dwelling unit.  With the addition of the  proposed ADU, that density will increase slightly to 2 acres per dwelling  unit for the Ries Exemption.  Although the existing and proposed uses do  not comply with the density recommendation, they do comply with the  description of the Residential Low designation which is “Agricultural and  related uses as well as home occupation uses that can be adequately  buffered from adjacent incompatible uses.”  The proposed ADU is a home  occupation and the property has a great deal of landscaping and berming  that buffer it from the adjacent residences and County Road 100.  In  addition, the proposed ADU meets all the standards and details of the  County’s Zoning Code.  It will also be housed in an existing structure, the  Storage Building, which was designed like a typical agricultural building or  barn.  The rural character of the structure is in keeping with one of the  goals of the comprehensive plan and that is to maintain rural character  outside the Urban Growth Areas.      CHANTE PEJUTA   ACCESSORY DWELLING UNIT (ADU)    Statement on Lighting Standards    The proposed ADU will be housed in the existing Storage Building at Chante  Pejuta.  The exterior lighting is in place and does meet the lighting standards of  County Code Section 7‐304.    7‐304 A Downcast Lighting – All the exterior lighting fixtures on the Storage  Building have been installed so that the light is directed toward the interior  of the site.    7‐304 B Shielded Lighting – The light source on the exterior fixtures of the  Storage Building is hidden behind a translucent panel and all fixtures are  arranged so that concentrated rays of light will not fall directly onto  adjacent properties.   7‐304 C Hazardous Lighting – The Storage Building is far from the road and  obscured by vegetation, so none of the exterior lights will create a traffic  hazard and none of them are colored.   7‐304 D Flashing Lights – None of the exterior lights are flashing or blinking.   7‐304 E Height Limitations – All the exterior lights on the Storage Building  are well below the 40 foot height limit.      CHANTE PEJUTA   ACCESSORY DWELLING UNIT (ADU)    Waivers    The applicant requests waivers from the following submittal requirements:    1. Development Agreement   Response:   The applicant is not seeking approval for an extended vested rights  period.    2. Improvements Agreement   Response:   No public improvements are associated with this use, an ADU.    3. Traffic Study Prepared by a Professional Engineer   Response:   The new use, an ADU, will not generate enough trips per day to have a  significant impact on County Road 100, the road that is used to access this  property.              CHANTE PEJUTA   ACCESSORY DWELLING UNIT (ADU)    Application Submittal Requirements     Exhibit 1 ‐ Vicinity Map   Exhibit 2 – Site & Grading Plan   Exhibit 3 – Landscaping Plan   Exhibit 4 – Impact Analysis   Exhibit 5 – Traffic Study   Exhibit 6 – Water Supply   Exhibit 7 – Wastewater Management                                   ...... > -0 ro' z e 0 ;;: ~ 0 ;:;:: Vi (/) ::5 0 0 <>: 0 a:: • 0 ~ ~8 w ~ i' ~~ 11~ ._~~_rlo :§1() w ~" :;;! -0 (/) ., -/N ., --- ~ ~ ~ I-g ... .. • § ... ~ :t >( ~ l.U g N, I _J 0 § ----,__ ----- I I I I I . . t= I LOT2 b 'I I GAS METER ' -...s- -- -- --- I I \ ~ ~ \ ' ----- SITE & GRADING PLAN r = 20·-o· ----------S82"47'35"f -252.oo· FLAGSTONE PATIO I I I ~ l \ ----- 0 EXISTING PLAYHOUSE &: DECK ------ • ----- -- -------- ---~ + I/EGET ABLE GARDEN EDGE OF RIVER JANUARY 2011 ifl QJ 0 "' S00"28° 43°'E 13.42' / / / I ;.., .-" N "" -"' -............._ - BUILDING ENI/ELOPE FOR ACCESSORY Bl.DGS. GENERAL NOTES 1. ALL CUT AND FILL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 3: 1. 2. ALL DISTURBED AREA SHALL BE SEEDED WITH A DROUGHT TOLERANT MIXTURE OF NATll/E GRASSES AND WILDFLOWERS. 3. AREAS RECEIVING PERMANENT NA Tll/E SEEDING SHALL BE PROPERLY AMENDED WITH NATIVE TOPSOIL FROM THE SITIE. 4. ALL BUP'S MUST BE INSTALLED ON SITIE PRIOR TO ANY GRADING. 5. ALL CONSTRUCTION TRAFFIC MUST ENTIER AND EXIT THE SITIE THROUGH THE APPROVED ACCESS POINT DELINEA TIED ON THE GRADING PLAN. A VEHICLE TRACKING CONTROL PAD IS REQUIRED AT ALL TIMES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ADVERSE IMPACTS THAT OCCUR TO NEIGHBORING PROPERTIES AND MUST OBTAIN PERMISSION FROU LAND O\llNERS PRIOR TO ENTIERING THEIR PROPERTY. 7. ALL GRADING BMP'S SHALL REMAIN IN PLACE AND PROPERLY MAINTAINED UNTIL ALL DESIRABLE l/EGETATION HAS REACHED A POINT IN WHICH EROSION AND SEDIMENTATION ARE NO LONGER A CONCERN AS DETERMINED BY THE COUNTY'S INSPECTOR. 8. SEEDED AREAS SHALL BE EVALUA TIED AFTER ONE GROWING SEASON TO DETIERMINE WHETHER ADDITIONAL MAINTIENANCE AND/OR WEED CONTROL WILL BE REQUIRED. ZONING: RURAL (R) I ~ (.) • ~ u ::c: "' ..... (.) . ~ ~ 2 ·-. : ..c: °' ~ . . 0 u I ..._ °' ~ t-® 00 ..,, ,-., i:l 0 ·-I ) t-~ °' u ..._., ~ Q) ~ I ) s ·~ [il 0 ~ (.) ~ "' >--< "! u . "' >--< 0 ~ ll) a ..... ·-..,, ..c: ...;-~ 0 0 ,...., 11.. I ..,, ~ 00 ..,, ® -..,, ffi "' ,-., ·-0 5 t- °' Cl ..._., "Cl PERMIT SET 9/06/13 SITE AND GRADING PLAN EXHIBIT 2 ----------- I I I I I - t • .. .. - I: 1, LOT2 I I .. , LANDSCAPING PLAN 1" = 20'-0" -------.. S82·47•35"E: -252.00 · FLAGSTONE PATIO ----- 0 EXISTING PLAYHOUSE &: DECK ----- ------ . - ------------- -1--..... [ EDGE OF Rl'IER JANUARY 2011 -'?1v~p ·\:-_Q ~ .. -.. ·-FLOWLINE ' , 0 0 -----NEW ADU OF PIPED DITCH "-----:::. • ·---I. l ··----.., -----.-.. ___ , I'~~ lff ,~ • ----- NEW GATE -- -.:::..----_1.--- COUNTY ROAD ASPHALT ROADWAY • I / ---~-----~~ I ~ 199 59 Na1·53·07I'·w / S84"04 38 W · 39.87'; , 100 I S00"28' 43"E 13.42' / S:: I ... _ / I I / '~ I -"' t OGE OF 21 ,_.: GRA 'IEL DRl'IE i( N 0 [/) S40"50'55"W 10.60' ---- ------------------------------ .,,. l'J !") -VJ I I --- BUILDING EN'IE.OPE FOR ACCESSORY BLDGS. LEGEND TREES PE Pinus edulis SAT Salix alba 'Tristis' PA Populus angustifolia 0 SA Salix amygdaloides + PT Populus tremuloides ORCHARD TREE TBD . 0 EXISTING TREES TO REMAln LANDSCAPING NOTES 1. ALL DISlURBED AREA SHALL BE SEEDED WITH A DROUGHT TOLERANT MIXlURE OF NATIVE GRASSES AND WILDFLOWERS. 2. AREAS RECEIVING PERMANENT NATIVE SEEDING SHALL BE PROPERLY AMENDED WITH NATIVE TOPSOIL FROM THE SITE. 3. SEEDED AREAS SHALL BE EVALUATED AFTER ONE GROWING SEASON TO DETERMINE WHETHER ADDITIONAL MAINTENANCE AND/OR WEED CONTROL WILL BE REQUIRED. I • ~ s [il 0 0 ~ "' >--< "! "' . 0 >--< ~ ll) ...... ..... ...., ...:::: -.:!" ~ 0 0 ,...., 11.. ' ...., 00 ...., (§) -...., ffi "' ,-.., ..... 0 s t"-ll) Cl e -o PERMIT SET 9/06/13 LANDSCAPING PLAN EXHIBIT 3 CHANTE PEJUTA   ACCESSORY DWELLING UNIT (ADU)    EXHIBIT 4 ‐ Impact Analysis    For an accessory dwelling unit at this property, the impact on the site will be minimal, since no  new construction is being proposed.  The existing accessory structure, the Storage Building, will  be remodeled to add bathing facilities and a full kitchen to accommodate house guests and  perhaps in the future, a care taker.     1. Adjacent Land Use – The new use being proposed from dwelling‐single unit to dwelling– 2 Unit will remain compatible with the adjacent properties.  In this residential area,  which is zoned rural, all the homes are on large lots and most contain accessory  structures.  The addition of at most two persons in the proposed ADU should have  minimal impact on the adjacent properties.  2. Site Features – The dominant feature of this site is the Roaring Fork River.  The building  which will house the ADU meets the 35’‐0” river setback.  The site is also within the 100‐ year flood plain of the Roaring Fork River and approvals for Flood Plain Development  have been obtained for all improvements on the site.  Berms along CR 100 that existed  prior to the development of the site have been raised slightly and enhanced with  additional trees and shrubs to provide good screening of the development from the  roadway.    3. Soil Characteristics ‐ The flood plain soils on this relatively flat site posed no problem  with construction of the residence and accessory structures, except that due to high  groundwater, all structures have been designed as slab‐on‐grade at elevations  established basements to minimize water damage.  4. Geology and Hazard – The only natural hazard present at this site is the 100‐year flood.   All structures have been raised above the level of the 100‐year flood and they have no  basements.  Since the approved Flood plain Development Permit for the site was for a  residential use, an ADU would be a compatible use.  5. Groundwater and Aquifer Recharge Areas – This site being in the floodplain, does have  high groundwater and all structures have been designed without basements to minimize  the potential water problems.  The structures have also been elevated above the flood  elevations identified in the Flood Plain Development Permit.  The individual sewage  disposal system for the property was sized for the residence plus an ADU and was  designed to meet flood plain conditions with hold‐downs for the septic tank and a raised  leach field.  6. Environmental Impacts – Since no new construction is being proposed for the ADU, the  impact on the environment shall be minimal.  7. Nuisance – An ADU for this site will not generate any additional vapor, dust, smoke,  noise, glare or vibrations beyond what is already present from the existing residence.  8. Hours of Operation – The proposed use is residential dwelling‐2 unit, so the hours of  operation is not applicable.        CHANTE PEJUTA   ACCESSORY DWELLING UNIT (ADU)    EXHIBIT 5 ‐ Traffic Study    We request a waiver from providing a traffic study prepared by a professional  engineer.  The new use, an ADU, will not generate enough trips per day to have a  significant impact on County Road 100, the road that is used to access this  property.  According to the County’s 2002 Transportation Study, County Road 100  had an average daily traffic count of 4813.  Assuming on average 6 trips per day  for the ADU, the traffic count on County Road 100 would be increased by only  0.12% by this new use.              CHANTE PEJUTA   ACCESSORY DWELLING UNIT (ADU)    EXHIBIT 6 – WATER SUPPLY    The existing well permit for this property is approved for a single family dwelling  and 5,800 sf of irrigation.  The owner’s original contract with the Basalt Water  Conservancy District (BWCD Contract No. 3.3.5.77) covers the existing well  permit.  The owner has also obtained a second contract with the BWCD (Contract  No. 605) for two storage ponds.  The second contract, No. 605, has been recently  amended to remove one of the ponds and add another residence. With the  original contract and the amended contract, the owner has applied for a new well  permit to change and increase the use of the existing well for a second dwelling.    The water from the existing well has been recently tested. Aside from hardness,  none of the contaminants that were detected were above the referenced  standards.  In addition, the storage building that will house the ADU, also houses  a slow sand filtration system that will further improve the quality of the water.    The following water supply documents are attached:     Existing Well Permit No.74762‐F   Well Pump Installation and Test Report    Basalt Water Conservancy District Contract No. 3.3.5.77   Basalt water Conservancy District Application Summary for Contract No.  3.3.5.77   Amendment to Basalt Water Conservancy District Contract No. 605   Memo from Resource Engineering with Water Requirements for the BWCD  Amended Contract No. 605   Well Water Quality Report   Colorado Division of Water Resources – Water Well Permit Application    Colorado's Well Permit Search Well Constructed Receipt: 9503428 Perrnt #: 74762-F - Welftlme I#: Designated Bas~: case f*lmber: WDlD: I [ -] Applcant/OWners ttstory Div51on: 5 water District: 38 County: GARFIELD Management mstrlct: Date Range Unknown -Present Applcant/Dwner Mime COHEN BRANDEN Address 11258 HIGHWAY 133 I [ -] Location lnfornatlon Approved Wei Location: Help .. I Last Refresh: 6/30/2014 12 :00 :51 AM aty /St.ate/'ZJp CARBONDALE, CO 81623- Q40 Q160 Section Township Range PM Footage from Section Liles Nl/V SW 31 7.0S 87.0W Sixth 1704 S 1299 W l't>rthing (UJM y): 4363413.0 Easting (UJM x): 314247 .9 Location Accuracy: Spotted from section lines Physical Address 5ubcllv5ion Peme RIES EXEMPTION ay/St.ate/'1'41 ~ llock Lot Parcel D>: 23-2391-313-00-027 I [ -J Pernil: 0eta1s Date Issued: 01/21/2011 Use(s): DOMESTIC Special Use: AUGMENTED Area which may be Irrigated: 5800 SQ. FT. Maximum annual volume af appropriation: Statute: 3 Acres in Tract: 2.5 Date E!xplres: 01/21/2012 Aquifer(s): AU. UNNAMED AQUIFERS Pernil: Requrements: Totalzing Row Meter Yes Geophysical Log No Abandonment Report No 0-oss Reference PerrrA PUTber Pet irit(s): ~ Receipt ~ Description Comments: RULE 6.2.3 = LOCATION! X-refer permit nos. 46669-F(EP) & 64670-F(EP). BWCD contract #77. Tax #R111790. Limit use to 1 SFD & 5,800 sq ft: lawn & garden irrigation. Hand pump was installed in this wen on 11/1/2011. I [ -] Construction/Usage Detals Wei Construction Date: 08/25/2011 Wei Pllgged: Pump Insta•tlon Date: 05/02/2013 1st Beneftclal Use: Bevatlon Depth Perforated Casing (Top) Perforated Casing (Bottom) static Water Level Pump Rate 42 32 42 5 15 Lie# reme Dr•r 1095 SHELTON, WAYNE Pump Jnstaler 1050 SAMUELSON, RAUN I [ -] Applcatlon/Permt ttstory Pump Installation Report Received Pump Installed Well Construction Report Received Well Constructed Permit Issued Application Received I [ -J Imaged Documents Address BOX 1059 BASALT, CO 81621 BOX 297 GlENWOOD 5PGS, CO 81602 04/22/2014 05/02/2013 10/14/2011 08/25/2011 01/21/2011 01/18/2011 Document Nilme Date Imaged Annotated Pump lnstalla\jon &. Test 05/06/2014 No Well Construction & Test 11/09/2011 No Phone ,.,mber 971>-927-4182 971>-945-6309 04/22/2014 9:57AM FAX 9709479448 SAMUELSON PUMP COMPAHV 14]0001/0001 ...__ FORM NO. PUMP INSTALLATION AND TEST REPORT For Office Use Only GWS-32 STATE OF COLORADO, OFFICE OF THE STATE ENGINEER 04/2012 1313 Sherman St., Room 821, Denver, CO 80203 Main (303) 866-3581 Fax (303) 866-3589, dwwermil§2CliC§@state.co.us IY~c€ 1. WELL PERMIT NUMBER: 74762·F 11 .... .4p4> ' 2. WELL OWNER INFORMATION ~r. 22~ NAME OF OWNER 8 111~/f Ir 'O,, Branden Cohen .,.~ t.. , ~· MAILING ADDRESS colVG1AYf: 11258 Hwy. 133 ~o ~~£:. CllY I STATE I ZIP CODE Carbondale Co. 81623 TELEPHONE# (area code) 970-361-2195 3. WELL LOCATION AS DRILLED: NW 114, SW 114 Sec . ..11_, Twp. 7 __ 0 Nor~ S, Range .!:!I___ DE or l!lw DISTANCES FROM SEC. LINES; 1704 ft. from D N or ~s section line and 1299 ft. from CJ E or ~W section line. SUBDIVISION: , LOT __ , BLOCK___, FILING (UNIT) __ Optional GPS.Localion: GPS Unit must use the following settings: Format must be UTM, Units Easting: ~H~!l:Z must be meters, Datum must be NAD83, Unit must be set to true N, D Zone 12 or O Zone 13 Northing: 4363413 STREET ADDRESS AT WELL LOCATION: 4. PUMP DATA: Type: Submersible Date lnstalled(mmfdd/yyyy): 05/02/2013 Pump Manufacturer: Grundfos Pump Model No. 15SQE07-180 Design GPM: ~ at RPM 10000 HP 3/4 Volts 230 Full Load Amps 7.6 Pump Intake Depth:~ Feet, Drop/Column Pipe Size Inches, 1 1/• Kind of Drop Pipe Sch 80 PVC ADDITIQNaL lt:IEQBlll!tlllgt:I EQR PUMPS GREATER Tl::l8t:I ~g ~EM; Turbine Driver TypeCI Electric CIEngine CJOther Desian Head feet Number of Stages Shaft size inches 5. .QTHER EQUIPMENT; Airline Installed Yes No, Orifice Depth ft. Monitor Tube Installed Yes No, Depth ft. Flow Meter Mfg. Meter Serial No. Meter ReadoutOGallons Clrhousand Gallons, DAcre feet Beainnina Readina 6. TE§T DAT~; check box ifTest Data ls submitted on Supplemental Form. Date: Total Well Depth: 42 ft. Time: Static Level: 5 ft. Rate (gpm): 15 Date Measured: 11/01/2011 Pumcina Level (ft): 6'-8" . 7. DISINFECTION: Tvoe Chlorox Amt. Used 1 /2 Gallon a. Water Qualitv analvsis avallablenvesl'XINo If ves, clease submit with this report. 9. R.emark.s: A hand pump was installed in this well on 11/1/11 for temp. water 10. I have read the statements made herein and know the contents thereof, and they are true to my knowledge. By signing or entering my name I am certifying in accordance with Rule 17.4 of the Water Well Construction Rules, 2 CCR 402-2. [The filing of a documeht that contains false statements is a violation of section 37-91-108(1 )(e), C.R.S., and is punishable by fines up to $5000 and/or revocation of the contracting license.l Company Name: I Phone w/area code: I License Number: Samuelson Pump Company, Inc. 970-945-6309 1050 Mailin~ Address: P.O. ox 297, Glenwood Sprim:is, CO 81602 Sign or Enter Name and Tiiie Date (mm/dd/yyyy) Raun E. Samuelson, President 03/19/2014 BASALT WATER CONSERVANCY DISTRICT WATER ALLOTMENT CONTRACT (Pursuant to C.R.S. 1973, 37-4 5-131) Q~1,QM__,{ 3 :'3 .~.11 The undersigned Applicant has applied to the Basalt Water Conservancy District (hereinafter the "District"), a political subdivision of the State of Colorado, organized pursu- ant to and existing by virtue of Colorado Revised Statutes, 1973, 37-45 ~101, et seq., for an allotment Contract for beneficial use of water rights owned, leased, or hereafter acquired by the District . By execution of this Contract, Applicant hereby agrees to the following terms and conditions: 1. QUANTITY: In consideration of the covenants and conditions herein contained, Applicant shall be entitled to receive and apply to beneficial use 0.033 cubic feet of water per second from the District direct flow rights and 0.7 acre feet of storage water owned or controlled by the District. 2. SOURCE OF ALLOTTED WATER: Water rights allotted pursuant to this Contract shall be from the District's water rights decreed to the Basalt Conduit, Landis Canal , Stockman' s Ditch Extension or other decrees or water rights hereafter acquired by the District, including the District's contractual right to receive storage water from Ruedi Reservoir. The District shall have the right to designate the water right or Decree of the District from which the Applicant's allotted rights shall be obtained. The Applicant's use of any of the District's water rights shall be subject to any and all terms and conditions imposed by the Water Court on the -use of the District's said rights. Exchange releases made from the District 's storage rights in Ruedi Reservoir or other works and facilities of the District shall be delivered to the Applicant at the outlet works of said storage facility and release of water at such outlet works shall constitute full performance of the District's delivery obligation. Delivery of water from the District's storage rights in Ruedi Reservoir shall be subject to the Dis- trict's lease Contract with the United States Bureau of Reclama- tion and any rules and regulations promulgated pursuant thereto. 3. PURPOSE AND LOCATION OF USE: Applicant will use the waters herein granted for beneficial purposes limited to the augmentation of existing and future wells and other water sources, within or through facilities or upon lands owned, operated or served by Applicant, which lands are more fully described on Exhibit "A" attached hereto; provided that the location and purpose of Applicant's use of said water shall be legally recognized and permitted by the applicable governmental authority having jurisdiction over the property served. Appli- cant's contemplated usage for the water allotted hereunder is for the following use or uses: DOMESTIC Applicant acknowledges that usage of the District's water rights as herein contemplated shall be in lieu of or supplemental to Applicant obtaining or adjudicating, on its own, the right to use certain waters. It is acknowledged that certain locations within the District may not be susceptible to service solely by the District's water rights allotted hereunder or the District's said water rights may not satisfy Applicant's needs and purposes. To the extent that service cannot be achieved by use of the District's allotted water rights, or in the event said service is inadequate, Applicant may, utilize such other water rights, by way of supplementing the District's water rights, or otherwise, as is necessary to assure water service sufficiently reliable for Applicant's intended purpose or purposes. All lands, facilities and areas served by water rights allotted hereunder shall be situated within the boundaries of the District . The District reserves the exclusive right to review and approve any conditions which may be attached to judicial approval of Applicant's use of the District's water rights allotted hereunder. Applicant agrees to defray any out-of-pocket expenses incurred by the District in connection with the allot- ment of water rights hereunder, including, but not limited to, reimbursement of legal and engineering costs incurred in con- nection with any water rights adjudication necessary to allow Applicant's use of such allotted water rights; provided, however, in the event any such adjudication involves more of the District's water rights than are allotted pursuant to this Contract, Applicant shall bear only a pro-rata portion of such expenses. Applicant shall be solely responsible for providing works and facilities, if any, necessary to utilize the District's water rights allotted hereunder for Applicant's beneficial use. Water service provided by the District shall be limited to the amount of water available in priority at the original point of diversion of the District's applicable water right and neither the District, nor those entitled to utilize the District's decrees, may call on any greater amount at new or alternate points of diversion. The District shall request the Colorado State Engineer to estimate any conveyance losses between the original point and any alternate point and such estimate shall be deducted from this amount in each case. The District, or anyone using the District's decrees, may call on any addi- tional sources of supply that may be available at an alternate point of diversion, but not at the original point of diversion, only as against water rights which are junior to the date of application for the alternate point of diversion. In the event the Applicant intends to develop an augmentation plan and institute legal proceedings · for the approval of such augmentation plan to allow the Applicant to utilize the water allotted to Applicant hereunder, the Applicant shall give the District written notice of such intent. In the event the Applicant develops and adjudicates an augmentation plan to utilize the water allotted hereunder, Applicant shall not be obligated to bear or defray any legal or engineering expense of the District incurred by the District for the purpose of develop- ing and adjudicating a plan of augmentation for the District. In any event, the District shall have the right to approve the Applicant's augmentation plan and the Applicant shall provide the District copies of such plan and of all pleadings and other papers filed with the Water Court in the adjudication thereof. 4. PAYMENT: Applicant shall pay annually for the water service described herein at a price to be fixed annually by the Boa-rd of Directors of the District for such service. The initial annual payment shall be made, in full, within 15 days after the date of a notice from the District that the initial payment is due. Said notice will advise the Applicant, among other things, of the water delivery year to which the payment shall apply and the price which is applicable to that year. Annual payments for each year thereafter shall be made by the Applicant on or before each March 1. If an annual payment is not made by the due date, written notice thereof will be sent by the District to the Applicant at Applicant's address set forth below. If payment is not made within ten (10) days after said written notice, the District may, at its option, elect to terminate all of the Applicants right, title, or interest under this Contract, in which event the water right allotted hereunder may be trans- ferred, leased or otherwise disposed of by the District at the discretion of its Board of Directors. In the event water deliveries hereunder are made by or pursuant to agreement with some other person, corporation, quasi-municipal entity, or governmental entity, and in the event the Applicant fails to make payments as required hereunder, the District may, at its sole option and request, authorize said person or entity to curtail the Applicant's water service pur- suant to this Contract, and in such event neither the District nor such persons or entity shall be liable for such curtailment. 5. APPROPRIATION OF FUNDS: The Applicant agrees that so long as this Contract is valid and in force, Applicant will budget and appropriate from such sources of revenues as may be legally available to the Applicant the funds necessary to make 2 1 • the annual payments in advance of water delivery pursuant to this Contract. The Applicant will hold harmless the District and any person or entity involved in the delivery of water pursuant to this Contract, for discontinuance in service due to the failure of Applicant to maintain the payments herein required on a current basis. 6. BENEFIT OF CONTRACT: The water right allotted hereunder shall be beneficially used for the purposes and in the manner specified herein and this Contract is for the exclusive benefit of the Applicant and shall not inure to the benefit of any successor, assign, or lessee of said Applicant without the prior written approval of the Board of Directors of the District. In the event the water right allotted hereunder is to be used for the benefit of land which is now or will hereafter be subdivided or otherwise held or owned in separate ownership interest by two ( 2) or more uses of the water right allotted hereunder, the Applicant may assign the Applicant's rights hereunder only to a homeowners association, water district, water and sanitation district or other special district properly organized and existing under and by virtue of the laws of the state of Colorado and then only if such association or special district establishes to the satisfaction of the Basalt Water Conservancy District that it has the ability and authority to assure its performance of the Applicant's obligations under this Contract. In no event shall the owner of a portion, but less than all, of the Applicant's property to be served under this Contract, have any rights hereunder, except as such rights may exist through a homeowners association or special district as above provided. Any assignment of the Applicant's rights under this Contract -shall be subject to and must comply with such requirements as the District may hereafter adopt regarding assignment of Contract rights and the assumption of Contract obligations by assignees and successors, provided that such requirements shall uniformly apply to all allottees receiving District service. The restrictions on assignment as herein contained shall not preclude the District from holding the Applicant, or any successor to the Applicant, responsible for the performance of all or any part of the Applicant's covenants and agreements herein contained. 7. OTHER RULES: Applicant's rights under this Con- tract shall be subject to the Water Service Plan as adopted by the District and amended from time to time;--provided that such Water Service Plan shall apply uniformly throughout the District among water users receiving the same service from the District. Applicant shall also be bound by the provisions of the Water Conservancy Act of the State of Colorado, the Rules and Regu- lations of the Board of Directors of the District, the plumbing advisory, water conservation, and staged curtailment regulations, if any, applicable within the County in which the water allotted hereunder is to be used, together with all amendments of and supplements to any of the foregoing. 8. CURTAILMENT OF USE: The water service provided hereunder is expressly subject to the provisions of that certain Stipulation in Case No. 80 CW 253 on file in the District Court in Water Di vision No. 5 of the State of Colorado, which Stipu- lation provides, in part, for the poss i ble curtailment of out-of-house municipal and domes tic water demands upon the occurrence of certain events and upon the District giving notice of such curtailment, all as more fully set forth i n said sti pu- lation . 9. OPERATION AND MAINTENANCE AGREEMENT: Applicant shall enter into an "Operation and Maintenance Agreement" with the District if and when the Board of Directors finds and deter- mines that such an agreement is required by reason of additional or special services requested by the Applicant and provided by the District or by reason of the delivery or use of water by the Applicant f or more than one of the classes of service which are defined in the Rules and Re gulations of the Board of Directors of said District. Said agreement may contain, but not be limited 3 .. .. to, provision for water delivery at times or by means not pro- vided within the terms of standard allotment contracts of the District and additional annual monetary consideration for exten- sion of District services and for additional administration, operation and maintenance costs, or for other costs to the District which may arise through services made available to the Applicant. 10. CHANGE OF USE: The District reserves the exclu- sive right to review and approve or disapprove any proposed change in use of the water right allotted hereunder. Any use other than that set forth herein or any lease or sale of the water or water rights allotted hereunder without the prior written approval of the District shall be deemed to be a material breach of this Contract. 11. PRIOR RESOLUTION: The water service provided hereunder is expressly subject to that certain Resolution passed by the Board of Directors of the District on September 25, 1979, and all amendments thereto, as the same exists upon the date of this application and allotment contract. 12. NO FEE TITLE: It is understood and agreed that nothing herein shall give the Applicant any equitable or legal fee title interest or ownership in or to any of the water or water rights of the District, but that Applicant is entitled to the right to use the water right allotted hereunder, subject to the limitations, obligations and conditions of this Contract. 13. CONSERVATION PRACTICES: Applicant shall implement and use commonly accepted conservation practices with respect to the water and water rights allotted hereunder and shall be bound by any conservation plan hereafter adopted by the District, as the same may be amended from time to time. JL~s~].}) 2621 Road 100 Carbondale, co 81623 STATE OF COLORADO ) ) SS COUNTY OF GARFIELD ) 2621 Road 100 Carbondale, co 81623 Subscribed and sworn to before me this c.;)-+-.-... day of M.d; , 198$. WITNESS my hand and official seal. My commission expires: Notary Public 4 -EXHIBIT "A" BASALT WATER CONSERVANCY DISTRICT WATER ALLOTMENT CONTRACT BY AND BETWEEN BASALT WATER CONSERVANCY DISTRICT ANO GERALD E. RIES AND MARY A. RIES A ~rc"!l of la11<l s11•J.Jte:.11n l.Dt 12 ;ud th'? llE.1 \~~-:, of :-; ••. ;1j1111 11. "i'·,·1a.11q. 7 South. P.an<.j~ 87 \oii!$t •Jf th'! Sh:th PrinCif>1l t·l>·ddi.:m, C•J\lllt'/ 111 r .. u-t l••lcl, '.t.11•• o! Colo1.:t 11); said parcPl reing more p:lrt icularly U•."~Cr iv·l i i.', tul l ·h~ .. Canm';'nd11g at the Soutrn.~st Corner of said Section 31; theuce rL i9•41•45''F.. l-t7l .:i~ f~t to a po)nt ou thP \'.~terly line of said Lot 12. also l.JE>in9 '' roint on tla'.;'" u':'lrtherly right +of-w<Jy of County Road t~o. JOO, <'l fence post in place; tht:'nL·P r; .al ·4~ • 39''E. along said northr .. rly right-of-\'.ay 543. 66 feet: thcnc~ N .83~10'56"E . nlO()J !;.~h.l right-of-w:ty 16.37 feet to the!~~ P~;r:tLQf ~'9lll!tlllg. th~nco~ 1-:-:witg c..;aid right-of -way U.00•21'27"W. 131.92 f~t to th".? R!nritH) Fl"lrk Hiv••r : them-p 5. 82°47' 3~1"E. along said rjver 252. 00 feet; thfmc~ !=:. 7::!"~6'2'"•"E . al1:it1J said river 37.60 fi:-et ; thence S.73°00'16"E. along said rl\'t..'r llt;.3•1 f'><>t : thence Jeaving said riw•r s.00•21•21"E. 231.14 t~t to a p.:>int on tlu· nnrt hcrly right-of -\o&l'f of r,.-"Jid County Road: thence!' N. Hl • 53' 09"W. alonq sairl ri~Jht -of-way 77.47 f~Pt ; thencr-5.ll•1°04'3R"W. a)of19 saicl rjght -of- -...:;1y 3oq.59 fr~t: thPncP. S .R3°10'!">f•"W. rt)ong said rjght -of -w:-•y 122.0G ff"'f't to th·· T.rne _r0i11 Uf f\(>ginajn:J. 5-'lici p.3rce1 c-ontaining 1..!"Jf\ \:Sri··~•. mr:>n~ or le;~. " . 0 0 ORDER FOR APPLICATION Application having made by or on behalf of all parties interested in the foregoing Water Allotment Contract and hearing on said Application having been duly held, it is hereby ordered that said Application be granted and that the foregoing Water Allotment Contract for 0.033 cubic feet per second of water from the District's direct flow rights and 0.7 acre feet of water pe~ year is hereby approved and executed by and on behalf of the Basalt Water Conservancy District, for the beneficial use of the water allotted in the foregoing Contract, upon the terms, conditions and manner of payment as therein specified and subject to the following specific conditions: 1. Any allotment of less than 1 acre foot of storage water in paragraph 1 of the foregoing and attached contract shall be deemed 1 acre foot for purposes of establishing the annual water service charge for such water allotment. 2. That the Applicant provide the District proof that the proposed land use of the land to be benefitted by the water allotted hereunder has been approved by the applicable govern- mental authorities having jurisdiction over such land use. ~~~ Secretary · By: BASALT WATER CONSERVANCY DISTRICT President c Enartech, Inc. August 13, 1987 Basalt Water Convervancy District Contract Application Summary Gerald and Mary Ries Request: 4 single family residences 0.1 acre lawn irrigation, each (total 0.4 acre) Water Requirements: Total demand= 0.62 af/yr, each Total comsumption = 0.27 af/yr, each Location: Area A NE 1/4, SW 1/4, S.31, T.7S., R88W., 10 acres (South at Catherine store adjacent Roaring Fork River) Recommended Contract: o.7 af each unit (total 2.8 af/yr) i!i!i RESOURCE Resource Engineering, Inc. 909 Colorado Avenue Glenwood Springs, CO 81601 (970)-945-6777 Voice (970)-945-1137 Facsimile ••••• •••••E N Gt NE E RlNG I NC . Memorandum To: BWCD BOARD OF DIRECTORS From: ERIC MANGEOT ~ CC: CHRIS GEIGER Date: MARCH 27, 2014 File: AMENDMENT-CHANTE PEJUTA, LLC Applicant Name: Chante Pejuta, LLC Type of Use: Domestic _x_ Industrial -(/Z.2- Commercial Agricultural __ Amount ..JM._AF -=..cfs ~ gpm (Direct Flow Rights included in Contract 77e) Location: AreaA A-4 AreaB County: GARFIELD Contiguous: Yes BWCD Division: _Q_ Mid Valley Metro District Notice Required? Yes Blue Creek Water Rights Applied? Yes Inclusion NoJ_ NoJ_ 02CW17 Umbrella Plan Water Rights Applied? YesJ_ No __ Cost: $1.200 (already paid) This amendment is to cover depletions associated with a single family dwelling, 4 livestock (currently 2 goats and 2 chickens) and a maximum 2,000 square feet (0.05 acres) of open water surface evaporation. Contract depletions are estimated at 0.4 acre-feet as estimated by Resource Engineering, Inc. (RESOURCE). The property is located at 2701 County Road 100 in Carbondale, Colorado as is also known as Lot 3 of the Ries Exemption Plat in the NE1/4 SW1/4, Section 31, Township 7 South, Range 87 Wes~ of the 6't1 P .M . The pond and/or water feature(s) will be filled from the Launsbury Ditch and Pipeline located whence the southwest comer of Section 31, Township 7 South, Range 87 West of the 61.h P.M. bears South 63 degrees, 41 minutes West The livestock can be served either by the existing well (Permit No . 74762) or from the ditch and are assumed constant year round. The existing well is currently covered under Contract 77e and is in the 01 CW305 Ruling 1 of 2 Decree for 1 single family dwelling and irrigation use (4,535 square feet). Contract 77e cannot be amended as this is an increase in water usage. Therefore, a new/amended contract is sought by the Applicant to add 2nc1 single family dwelling. The PLSS description for the pond is as follows : • NW1/4 SW1/4 Section 31, Township 7 South, Range 87 Wes~ of the 6111 P.M. ata point 1,708 feet from the South section line and 1, 184 feet from the West section line. A copy of the water requirement tables are attached along with a BWCD map showing the location of the property. Water User: Analvsls Dale : Dlsbict Area: Source Series: Maximum Demand: (1) Domes Uc Month In-house January 0.033 February 0.030 March 0.033 April 0.032 May 0.033 June 0.032 July 0.033 August 0.033 September 0.032 October 0.033 November 0.032 December 0.033 TOTALS-> 0.392 (1) (2) (3) (4) Chante Peluta, LLC March 27. 2014 A 4 15 0.033 (GPM) (CFS) Total Demand (2) (3) (4) Pond Lawn Crop BASALT WATER CONSERVANCY DISTRICT WATER REQUIREMENTS (acre feet) Contract 605 Amendment (5) "(6) (7) (8) Domestic Pond Consumolive Use (9) (10) (11) Lawn Crop Evaooratlon lrriaatlon lrrlaatlon Livestock TOTAL In-house Evaooralion lrrlaallon Irrigation Livestock 0.006 0.000 0.000 0.004 0.043 0.007 0.000 0.000 0.004 0.040 0.010 0.000 0.000 0.004 0.048 0.017 0.000 0.000 0.004 0.053 0.023 0.000 0.000 0.004 0.060 0.027 0.000 0.000 0.004 0.063 0.028 0.000 0.000 0.004 0.066 0.025 0.000 0.000 0.004 0.063 0.019 0.000 0.000 0.004 0.055 0.013 0.000 0.000 0.004 0.051 0.008 0.000 0.000 0.004 0.044 0.006 0.000 0.000 0.004 0.043 0.188 0.000 0.000 0.049 0.629 Assumotions NUMBER OF RESIDENCES 1 # persons/residence 3.5 # gallons/person/day 100 Commercial/Other Demand (al) 0.000 Office Pond Evaporation 2,000 square feet total 10.05 acresl Sq. Ft. of Lawn Irrigated 0 Lawn Application Rate (af/ac) 0.000 Acres of Crop Irrigated 0.00 Crop Application Rate (aflac) 0.000 0.005 0.006 0.000 0.000 0.005 0.007 0.000 0.000 0.005 0.010 0.000 0.000 0.005 0.017 0.000 0.000 0.005 0.023 0.000 0.000 0.005 0.027 0.000 0.000 0.005 0.028 0.000 0.000 0.005 0.025 0.000 0.000 0.005 0.019 0.000 0.000 0.005 0.013 0.000 0.000 0.005 0.008 0.000 0.000 0.005 0.006 0.000 0.000 0.059 0.166 0.000 0.000 (5) # of Livestock @ 11 aals/dav (7) % CU for Domestic/Commercial (9) % Lawn lrrig. Efficiency Consumption of lrrig. (af/ac) (10) % Crop 1rrig. Efficiency Consumption of lrrig. (af/ac) (9-10) Elevation (feel) •(12). (14) Total Includes 5% Transit Loss 10% from Green Min. 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.049 4 15 80 0.000 80 0.000 6300 (12)* (13) (14)0 Source of Delayed TOTAL Aug/Replace DeDletlon 0.016 GNM 0 .018 0.016 GNM O.D16 0.021 GNM 0 .021 0.028 GNM 0 .028 0.035 GNM 0 .035 0.040 GNM 0 .040 0.041 GNM 0 .041 0.038 GNM 0 .038 0.030 GNM 0 .030 0.025 GNM 0 .025 0.018 GNM 0 .018 0.016 GNM 0 .016 0.325 0 .325 Contract 77e Well Type A Well Area A-4 Roaring Fork River Livestock source of water Is from well or ditch. Pond evaporation from ditch. TABLE 1 EVAPORATION CALCULATION -CHANTE PEJUTA 1 LLC SEO Gross Lake Average Effective Monthly Evaporation Precipitation Precipitation Month Distribution (feet) (inches) (feet) (inches) (feet) (inches) January 3.0% 0.11 1.35 0.12 1.49 0.00 0.00 February 3.5% 0.13 1.58 0.10 1.14 0.00 0.00 March 5.5% 0.21 2.48 0.12 1.42 0.00 0.00 ~pril 9.0% 0.34 4.05 0.13 1.52 0.00 0.00 May 12.0% 0.45 5.40 0.15 1.79 0.00 0.00 June 14.5% 0.54 6.53 0.09 1.07 0.00 0.00 July 15.0% 0.56 6.75 0.09 1.07 0.00 0.00 August 13.5% 0.51 6.08 0.11 1.27 0.00 0.00 seetember 10.0% 0.38 4.50 0.16 1.95 0.00 0.00 October 7.0% 0.26 3.15 0.15 1.85 0.00 0.00 November 4.0% 0.15 1.80 0.11 1.34 0.00 0.00 December 3.0% 0.11 1.35 0.11 1.28 0.00 0.00 100.0% 3.75 45.00 1.43 17.19 0.00 0.00 (1) =Monthly distribution of gross annual evaporation rate in accordance with SEO General Criteria. (2) =Monthly precipitation from local weather station . (3) = Equal to O per State Policy No. 2004-3 . (4) =Net Evaporation= Column (1) -Column (3) (5) =Column (4) x Open Water Surface Area (0 .05 acres) x Column (4) in feet. 605 Amend Chante Pejuta Evap.xls.xls Net Total Pond Evaporation Evaporation (feet) (Inches) (acre-feet) 0.11 1.35 0.006 0.13 1.58 0.007 0.21 2.48 0.010 0.34 4.05 0.017 0.45 5.40 0.023 0.54 6.53 0.027 0.56 6.75 0.028 0.51 6.08 0 .025 0.38 4.50 0.019 0.26 3.15 0.013 0.15 1.80 0.008 0.11 1.35 0.006 3.75 45.00 0.188 . ....-. -. •• ·b-.1 4 / -- F.igut e 1: Chant~ P.ejµta , l-l:G ~~l~E<i>~~~~ 0 -ciloiml-. (W1a) .:I&~,::",....... 1.000 2.000 Scale: 1"=2,000' 3,000 AMENDMENT TO WATER ALLOTMENT CONTRACT BASALT WATER CONS ERV ANCY DISTRICT Contract No. 605 WHEREAS, the Basalt Water Conservancy District (hereinafter the "District") granted Water Allotment Contract No. 605 dated August 14, 2012, (the "Contract") to Chante Pejuta, LLC (the "Applicant") for 0.5 cubic feet of water per second from the District's direct flow rights to serve certain property located in Garfield County, Colorado, which lands are described as Exhibit A attached hereto; and WHEREAS, the Applicant has requested that the Contract be amended to decrease the volume of storage or other augmentation water allotted thereunder from 0.5 to 0.4 acre feet. WHEREFORE, the Contract shall be and hereby is amended to provide that the Applicant shall be entitled to receive and apply to beneficial use 0.4 acre feet per year of storage or other augmentation water owned or controlled by the District. Applicant shall restrict actual diversions and consumptive use under this Contract to these amounts . The Contract amount is based on the water requirements table attached hereto as Exhibits B-1 and B-2, which shall replace any and all water use or allocation schedules previously associated with this contract. Any further increase or change in the water requirements to be served by the District will require an amendment to the subject contract. The Amendment is made subject to the following conditions: 1. At Applicant's request, this water allotment contract supply and Applicant's structure(s) benefited hereunder have been included in the District's umbrella plan for augmentation decreed in Case No. 02CW77 ("Umbrella Plan"). Applicant has paid $1,200.00 as its pro rata share of the costs and expenses incurred by the District to obtain the Umbrella Plan contemporaneously with acceptance of this Order, unless otherwise agreed in writing by the parties, which amount is based on and limited to the type(s) and amount of water use made by Applicant as detailed in Exhibit B-1 to the Water Allotment Contract. However, by acceptance of this Contract, Applicant acknowledges that it shall be responsible for any adjudication of the water right associated with the Applicant's ponds. The Contract allots storage/augmentation water of the District to augment evaporative losses from the surface area of the pond, but the Applicant acknowledges that the District will not be responsible for adjudicating a water right or priority date for the pond in any future water rights plan of augmentation filed by the District. In its sole discretion, the District may include the augmentation of the e v aporative losses from the pond in a future augmentation plan filing (as above described), but only after the Applicant provides the 201 4-5-1 3 A mendm e nt to C o ntra c t N o. 605 1 District with a decree of court which adjudicates the water right and priority associated with the pond. In the event that the District includes the augmentation of the evaporative losses in a future augmentation plan filing, the Applicant shall pay the District's costs associated with the plan (as above described). 2. Any and all conditions imposed upon the release and diversion of water allotted hereunder in any water rights plan of augmentation or other water rights decree of the Water Court for Water Division No. 5 shall be incorporated herein as a condition of approval of this contract. Granting of this allotment contract does not constitute the District's representation that the Applicant will receive a well permit or water rights decree for the land to be benefited hereby. 3. PAYMENT: Applicant shall pay annually for the water service described herein at a price to be fixed annually by the Board of Directors of the District for such service. Payment of the annual fee shall be made, in full, within fifteen (15) days after the date of a notice from the District that the payment is due. Said notice will advise the Applicant, among other things, of the water delivery year to which the payment shall apply and the price which is applicable to that year. If a payment is not made by the due date, a late fee of $50 (or other amount as the Board may set from time to time) will be assessed and final written notice of the delinquent account and late fee assessment will be sent by the District to the Applicant at Applicant's address set forth in the Assignment attached . If payment is not made within thirty (30) days after said final written notice, the District may, at its option, elect to terminate all of the Applicant's right, title, or interest under this Contract, in which event the water right allotted hereunder may be transferred, leased or otherwise disposed of by the District at the discretion of its Board of Directors. 4. WELL PERMIT: If Applicant intends to divert through a well, then Applicant must provide to District a copy of Applicant's valid well permit before the District is obligated to deliver any water hereunder, and it is the Applicant's continuous duty to maintain a valid well permit. Applicant shall also comply with all restrictions and limitations set forth in the well permit obtained from the Colorado Division of Water Resources . Applicant must comply with the well-spacing requirements set forth in C.R.S . §37-90-137, as amended, if applicable. Compliance with said statutory well-spacing criteria shall be an express condition of the extension of service hereunder, and the District shall in no way be liable for an Applicant's failure to comply. Applicant agrees to mark the well in a conspicuous place with the permit number. 5. MEASURING DEVICE OR METER: Applicant agrees to provide, at its own expense, a totalizing flow meter with remote readout to continuously and accurately measure at all times all water diverted pursuant to the terms of Applicant's water right and the terms of this Contract. On or before November 15 of each year, Applicant will provide 2014-5 -13 Ame ndm e nt to C o ntra ct No. 60 5 2 accurate readings from such device or meter (recorded on a monthly basis for the period November 1 through October 30 of each year) to District, the Division Engineer and Water Commissioner. Applicant acknowledges that failure to comply with this paragraph could result in legal action to terminate Applicant's diversion of water by the State of Colorado Division of Water Resources. By signing this Contract, Applicant hereby specifically allows District, through its authorized agent, to enter upon Applicant's property during ordinary business hours for the purposes of determining Applicant's actual use of water. 6. COMPLIANCE WITH SECTION 404 OF THE CLEAN WATER ACT. Applicant shall comply with Section 404 of the Clean Water Act and consult with the Army Corps of Engineers to complete any Section 404 compliance that may be required as a result of the construction of any facilities necessary to use contract water. 7 . CONTRACT TERMINATION : A. Termination by District: 1. The District may terminate this Contract for any violation or breach of the terms of this Contract by Applicant, or Applicant's breach of any other contract with the District. 2. The District may terminate this Contract if, in its discretion, any judicial or administrative proceedings initiated by Applicant threaten the District's authority to contract for delivery or use of the District's water rights, or threaten the District's permits, water rights, or other interests of the District. B. Termination by Applicant: 1. Applicant may terminate this Contract in its entirety for any reason by notifying the District in writing of the termination on or before April 1. Notice by said date will prevent the Applicant's liability for the next annual contract charge. 2014-5-13 Ame ndme nt to Co ntrac t N o. 605 3 Except as herein expressly amended and modified, said Water Allotment Contract shall be and remain in full force and effect. Dated this _l_ day of STA TE OF COLORADO ) ) SS couNTY oF Ga f f;-€ 1 d < 'J 11 '2014. :HA:~TE PE)UT A, LLC, a Colorado limited liability company By :£ s l"" ·__,,__· --r----_ -BI at cde1 t Cohen, <2 C:.Qc,~ e. s The above and foregoing document was acknowledged before me this---+-( __ da~ of ,J uJu . . , 20~4, ~~ ~randen Cohen1 ~s Manager, on behalf. of Chante Peiuta, LLC, a a,/orado limited 1Iab1hty company. ~~'-\. S\r-u ~+t [.S Witness my hand and official seal. My commission expires: 12../ ZZ / / Y 2014-5-13 Amendment to C o ntract No . 605 4 The foregoing Amendment to Water Allotment Contract is approved by the Board of Directors of the Basalt Water Conservancy District on this 13th day of May, 2014. Attest: 201 4-5 -13 A me ndmen t to Co ntrac t No. 605 BASALT WATER CONS ERV ANCY DISTRICT By:~D-~~~--+~~b--K ----~--­ Don B~sident 5 EXHIBIT A LOT l A PARCEL or ~ SITUATBD IN LOT l2 AND TBB Jml/tSKl/t or SECTION 31, TOWNSHIP 7 SOUTH R.ANGE 87 MEST or TJUI: SIXTH PRINCIPAL JallIDIAN, COUNTY or aJ.RrIELD, STATE or COLORAD01 SAID PARCZL or l..AHI> BEING MORZ PARTICULARLY DESCRIBBD AS rOLLOWSa COMMENCING AT THB SOU'l'HWl:ST COINBR or SAID SBCTION 31; THBNCZ N. 1' DBGRUS U'. •s• B. U7l.35 J'IBT TO A POINT ON TBB WKSTBRLY LINS or SAID LOT l2, SAID POINT ALSO BBINO OH TRI: NORTBBRLY RIGBT or WAY or COUNTY ROAD NO. 100, A rENCB POST IN PI.ACS; THBNCB N. 81 DBGRBES (9 1 39• B. ALONG SAJ:D NORTHBRLY RIGHT or MAY St3.66 FEET; THENCE CONTINUING ALONG SAID NORTKBRLY RIGHT or MAY N. 83 DBGRBBS 10 1 56" E. 18.37 PEST TO THB TRUB POINT or BIOINNINQ. THENCE LEAVING SAID RIGHT or MAY N. 00 DIGR.BIS 27 1 27• w. 331.92 PEET TO THE ROARING POR~ RIVJ:R1 THENCE s. 82 DBGRl:IS (7 1 35• •. ALONG SAID RIVER 252.00 rzrr1 THENCE CONTINUING ALONG SAID RIVBR S. 72 DBGRIBS 58 1 26• I. 37.60 PBET TO A POINT ON THB EASTERLY LINZ or SAID LOT 121 THENCZ CONTINUING ALONG SAID RIVBR S. 73 DIGRSBS 00 1 16• 8. lt7 .96 PIET1 THENCZ LE.AVINO SAID RIVER S. 13 DBGIUUIS 2'' 13• W. l25.90 PllT1 THENCB N. 83 DBGRIBS 03 1 39• W. 8.7& 1EBT1 THZ.NCE S. 08 CBGRBES 57 1 lt• W. 31.7' PBBT; THENCE S. 01 DEGREES 32' t7• B. 13 .(2 1BBT1 THENCE s. to DEGRBBS 32' Ot• w. 20 .02 rsrr1 THENCE S. 01 DBGRESS 05 1 3t• W. 27.26 rBBT1 THENCE s. 39 DBQREBS ,,. s1• w. 10.60 rzrr TO A POINT ON THB NORTHERLY RIGHT OP WAY or SAID COUNTY ROAD; THENCE N. 8l DBGREZS 53' 09" w. ALONG SAID NORTHERLY RICHT or WAY 39.87 PEET1 THENCE CONTINUING ALONG SAID NORTHZRLY RIGHT or WAY s. 8' DSGR.BIS 0(1 39• If. 19'.59 PEET1 THENCE CONTINUING ALONG SAID NORTHJ:RLY RIGHT or WAY s. 83 DECR.BBI 10' 56• w. 122.06 PEET TO THE TRt11 POINT or BBGINNING. COUNTY or GARFIELD STATB or COLORADO Waler User : Analvsls Date : Dislrlcl Area : SolJl'ce Series: Maximum Demand: (1) Domestic Month In-house January 0 .033 February 0 .030 Marcil 0 .033 April 0 .03 2 May 0 .033 June 0 .032 July 0 .033 August 0 .033 September 0 .032 Oclober 0 .033 November 0 .032 December 0 .033 TOTALS -> 0 .392 (1) (2) (3) (4) Chante Peiula. LLC March 27. 2014 A 4 15 0.033 (GPM) (CFS) Total Demand (2) (3) (4) Pond Lawn Crop BASALT WATER CONSERVANCY DISTRICT WATER REQUIREMENTS (acre feel) Contract 605 Amendment (5) •(6) (7) (8) Domestic Pond Consumptive Use (9) (10) (11) lawn Crop Evaporation lrrinatlon lrrinalion Llveslock TOTAL In-house Evaporalion lniaallon lrrlaalion livestock 0.006 0 .000 0 .000 0 .004 0 .043 0 .007 0 .000 0 .000 0 .004 0 .040 0 .010 0 .000 0 .000 0 .004 0 .048 0 .017 0 .000 0 .000 0 .004 0 .053 0 .023 0 .000 0 .000 0 .004 0 .060 0 .027 0 .000 0 .000 0.004 0.063 0.028 0.000 0.000 0.004 0 .066 0.025 0 .000 0 .000 0.004 0 .063 0.019 0 .000 0 .000 0.004 0.055 0.013 0 .000 0 .000 0.004 0 .051 0.008 0 .000 0 .000 0.004 0 .044 0 .006 0.000 0 .000 0.004 0 .043 0.188 0 .000 0 .000 0.049 0.629 Assumolions NUMBER OF RESIDENCES 1 # persons/residence 3 .5 # nallons/person/dav 100 CommerclaVothei Demand (af) 0 .000 Office Pond Evaporation 2,000 1quant feet total 110.05 acres) Sq. Fl. of Lawn lrrigaled 0 Lawn Appllcalloo Rate (af/a c) 0.000 Acres of Crop lrrigaled 0 .00 Crop Application Rale (af/ac) 0 ,000 0 .005 0 .006 0 .000 0.000 0 .005 0 .007 0 .000 0 .000 0.005 0 .010 0 .000 0.000 0 .005 0 .017 0 .000 0 .000 0 .005 0.023 0.000 0 .000 0 .005 0 .027 0 .000 0 .000 0 .005 0 .028 0 .000 0 .000 0 .005 0 .025 0 .000 0 .000 0.005 0019 0.000 0 .000 0 .005 0 .013 0 .000 0 .000 0.005 0 .008 0 .000 0 .000 0.005 0.006 0.000 0.000 0.059 0.188 0 .000 0.000 (5) # or Livestock @ 11 gals/day l7l % CU rot· Oomeslic/Commerdal (9) % lawn lrrig . Efficiency Consumplion of lrrig . (aUac) (10) % Crop lrrig. Efficiency Consumption of lrrig. (aUac) (9 -10) Elevation (feet) •(12). (1"4) Total Includes 5% Transit loss 10% from Green Min. 0.004 0 .004 0 .004 0.004 0 .004 0 .004 0 .004 0 .004 0 .004 0 .004 0 .004 0 .004 0 .049 4 15 80 0 .000 80 0 .000 6300 (12)' (13) Source of TOTAL Aua/Reolace 0.016 GNM 0 .016 GNM 0 .021 GNM 0 .028 GNM 0 .035 GNM 0 .040 GNM 0 .041 GNM 0.038 GNM 0 .030 GNM 0 .025 GNM O.G18 GNM 0 .016 GNM 0 .325 Contract ne Well Type A Well Arva A-4 Roaring F~k River Llves!Ock source of water Is from well or ditch. Pond evaporation from ditch. (14)' Delayed Oeolellon 0 016 0 016 0 021 0 028 0 035 0 040 0 041 0 038 0 030 0025 0 018 0 016 0 .325 ~ ~ -IJ:l -~ IJ:l I ........ TABLE 1 EVAPORATION CALCULATION -CHANTE PEJUTA, LLC SEO Gross Lake Average Effective Monthly Evaooratlon P reci citation Precioitation Month Distribution (feet) (inches) (feet) (Inches) (feeU (inches) January __ 3.0% 0.11 1.35 0 .12 1.49 0 .00 0.00 February_ 3 .5% 0 .13 1.58 0 .10 1.14 0 .00 0 .00 March 5.5% 0 .21 2.48 0 .12 1.42 0 .00 0.00 - ,i\P!~I _ 9 .0% 0.34 4.05 0 .13 1 .52 0 .00 0.00 ·-·--~0% -·-·-·--------------------------··----···-------· ... ----···-··-·------------·------------------- May 0.45 5.40 0 .15 1 .79 0.00 0 .00 -- June 14.5% 0.54 6.53 0.09 1.07 0 .00 0 .00 July 15.0% 0 .56 6 .75 0.09 1.07 0.00 0 .00 August 13.5% 0 .51 6 .08 0 .11 1.27 0.00 0 .00 --... September 10 .0% 0.38 4.50 0 .16 1.95 0 .00 0 .00 October 7.0% 0 .26 3 .15 0 .15 1.85 0.00 0.00 -November 4.0% 0 .15 1.80 0 .11 1 .34 0.00 0 .00 December 3 .0% 0.11 1.35 0 .11 1.28 0.00 0.00 100.0% 3.75 45.00 1.43 17.19 0.00 0.00 ( 1) = Monthly distribution of gross annual evaporation rate in accordance with SEO General Criteria . (2) = Monthly precipitation from local weather station . (3) = Equal to O per State Policy No . 2004-3. (4) =Net Evaporation= Column (1)-Column (3) (5) =Column (4) x Open Water Surface Area (0.05 acres) x Column (4) in feet 605 Amend Chante Pejuta Evap.xls.xls Net Evaporation (feet) (inches) 0.11 1.35 0.13 1.58 - 0 .21 2 .48 0 .34 4.05 ~~---·· ----~~- 0 .45 5.40 0.54 6.53 0 .56 6.75 0.51 6.08 -. -0.38 4.50 0 .26 3 .15 0 .15 1.80 0.11 1 .35 3.75 45.00 Total Pond Evaporation (acre-feet) 0 .006 0 .007 0 .010 0.017 --------·-····-··"•"" - 0 .023 0 .027 --0 .028 0 .025 - 0.019 0 .013 0 .008 0 .006 0.188 trJ @ 53 -""""3 to I N These results may be invalid. Ordered By: Johnson, Patrick Solar Flair Thermal Systems 687 Colorado Ave. Carbondale, CO 81623-1715 ATTN: Patrick Johnson Client: This informational water quality report compares the actual test result to national standards as defined in the EPA's Primary and Secondary Drinking Water Regulations. Informational Water Quality Report Sample Number: Collection Date and Time: Received Date and Time: Date Completed: 843977 3/31/2014 15:20 4/1/2014 10:25 4/10/2014 Well Water Definition and Legend The contaminant was not detected in the sample above the minimum detection level. The contaminant was detected at or above the minimum detection level, but not above the referenced standard. The contaminant was detected above the standard, which is not an EPA enforceable MCL. The contaminant was detected above the EPA enforceable MCL. mg/L (ppm): The lowest level that the laboratory can detect a contaminant. ND:The contaminant was not detected above the minimum detection level. Minimum Detection Level (MDL): Unless otherwise indicated, results and standards are expressed as an amount in milligrams per liter or parts per million. Chante Pejuta, 2701 CR 100, Carbondale, CO Location: Type of Water: Watercheck Primary Standards:Are expressed as the maximum contaminant level (MCL) which is the highest level of contaminant that is allowed in drinking water. MCLs are enforceable standards. Secondary standards:Are non-enforceable guidelines regulating contaminants that may cause cosmetic effects (such as skin or tooth discoloration) or aesthetic effects (such as taste, odor,or color) in drinking water. Individual states may choose to adopt them as enforceable standards. Action levels:Are defined in treatment techniques which are required processes intended to reduce the level of a contaminant in drinking water. 6571 Wilson Mills Rd Cleveland, Ohio 44143 1-800-458-3330 NA:The contaminant was not analyzed. Microbiologicals Total Coliform and E.coli were ABSENT in this sample.Total Coliform by P/A Inorganic Analytes - Metals NDAluminum mg/L 0.2 EPA Secondary 0.1 NDArsenic mg/L 0.010 EPA Primary 0.005 NDBarium mg/L 2 EPA Primary 0.30 NDCadmium mg/L 0.005 EPA Primary 0.002 82.2Calcium mg/L --2.0 NDChromium mg/L 0.1 EPA Primary 0.010 NDCopper mg/L 1.3 EPA Action Level 0.004 0.083Iron mg/L 0.3 EPA Secondary 0.020 NDLead mg/L 0.015 EPA Action Level 0.002 14.23Magnesium mg/L --0.10 0.014Manganese mg/L 0.05 EPA Secondary 0.004 NDMercury mg/L 0.002 EPA Primary 0.001 NDNickel mg/L --0.020 1.5Potassium mg/L --1.0 NDSelenium mg/L 0.05 EPA Primary 0.020 10.2Silica mg/L --0.1 NDSilver mg/L 0.100 EPA Secondary 0.002 5Sodium mg/L --1 0.246Zinc mg/L 5 EPA Secondary 0.004 Physical Factors 140Alkalinity (Total as CaCO3)mg/L --20 260Hardness mg/L 100 NTL Internal 10 7.7pH pH Units 6.5 to 8.5 EPA Secondary 330Total Dissolved Solids mg/L 500 EPA Secondary 20 0.3Turbidity NTU 1.0 EPA Action Level 0.1 Status Contaminant Results Units National Standards Min. Detection Level Page 2 of 5 Sample: 843977Product: Watercheck4/10/2014 8:14:01 AM Inorganic Analytes - Other NDChloride mg/L 250 EPA Secondary 5.0 NDFluoride mg/L 4.0 EPA Primary 0.5 NDNitrate as N mg/L 10 EPA Primary 0.5 NDNitrite as N mg/L 1 EPA Primary 0.5 NDOrtho Phosphate mg/L --2.0 130.0Sulfate mg/L 250 EPA Secondary 5.0 Organic Analytes - Trihalomethanes NDBromodichloromethane mg/L --0.002 NDBromoform mg/L --0.004 NDChloroform mg/L --0.002 NDDibromochloromethane mg/L --0.004 NDTotal THMs mg/L 0.080 EPA Primary 0.002 Organic Analytes - Volatiles ND1,1,1,2-Tetrachloroethane mg/L --0.002 ND1,1,1-Trichloroethane mg/L 0.2 EPA Primary 0.001 ND1,1,2,2-Tetrachloroethane mg/L --0.002 ND1,1,2-Trichloroethane mg/L 0.005 EPA Primary 0.002 ND1,1-Dichloroethane mg/L --0.002 ND1,1-Dichloroethene mg/L 0.007 EPA Primary 0.001 ND1,1-Dichloropropene mg/L --0.002 ND1,2,3-Trichlorobenzene mg/L --0.002 ND1,2,3-Trichloropropane mg/L --0.002 ND1,2,4-Trichlorobenzene mg/L 0.07 EPA Primary 0.002 ND1,2-Dichlorobenzene mg/L 0.6 EPA Primary 0.001 ND1,2-Dichloroethane mg/L 0.005 EPA Primary 0.001 ND1,2-Dichloropropane mg/L 0.005 EPA Primary 0.002 ND1,3-Dichlorobenzene mg/L --0.001 Status Contaminant Results Units National Standards Min. Detection Level Page 3 of 5 Sample: 843977Product: Watercheck4/10/2014 8:14:01 AM ND1,3-Dichloropropane mg/L --0.002 ND1,4-Dichlorobenzene mg/L 0.075 EPA Primary 0.001 ND2,2-Dichloropropane mg/L --0.002 ND2-Chlorotoluene mg/L --0.001 ND4-Chlorotoluene mg/L --0.001 NDAcetone mg/L --0.01 NDBenzene mg/L 0.005 EPA Primary 0.001 NDBromobenzene mg/L --0.002 NDBromomethane mg/L --0.002 NDCarbon Tetrachloride mg/L 0.005 EPA Primary 0.001 NDChlorobenzene mg/L 0.1 EPA Primary 0.001 NDChloroethane mg/L --0.002 NDChloromethane mg/L --0.002 NDcis-1,2-Dichloroethene mg/L 0.07 EPA Primary 0.002 NDcis-1,3-Dichloropropene mg/L --0.002 NDDBCP mg/L --0.001 NDDibromomethane mg/L --0.002 NDDichlorodifluoromethane mg/L --0.002 NDDichloromethane mg/L 0.005 EPA Primary 0.002 NDEDB mg/L --0.001 NDEthylbenzene mg/L 0.7 EPA Primary 0.001 NDMethyl Tert Butyl Ether mg/L --0.004 NDMethyl-Ethyl Ketone mg/L --0.01 NDStyrene mg/L 0.1 EPA Primary 0.001 NDTetrachloroethene mg/L 0.005 EPA Primary 0.002 NDTetrahydrofuran mg/L --0.01 NDToluene mg/L 1 EPA Primary 0.001 NDtrans-1,2-Dichloroethene mg/L 0.1 EPA Primary 0.002 Status Contaminant Results Units National Standards Min. Detection Level Page 4 of 5 Sample: 843977Product: Watercheck4/10/2014 8:14:01 AM NDtrans-1,3-Dichloropropene mg/L --0.002 NDTrichloroethene mg/L 0.005 EPA Primary 0.001 NDTrichlorofluoromethane mg/L --0.002 NDVinyl Chloride mg/L 0.002 EPA Primary 0.001 NDXylenes (Total)mg/L 10 EPA Primary 0.001 We certify that the analyses performed for this report are accurate, and that the laboratory tests were conducted by methods approved by the U.S. Environmental Protection Agency or variations of these EPA methods. These test results are intended to be used for informational purposes only and may not be used for regulatory compliance. National Testing Laboratories, Ltd. NATIONAL TESTING LABORATORIES, LTD Status Contaminant Results Units National Standards Min. Detection Level Page 5 of 5 Sample: 843977Product: Watercheck4/10/2014 8:14:01 AM ( COLORADO DIVISION OF WATER RESOURCES Office Use Only I Form GWS-44 (7/2012) DEPARTMENT OF NATURAL RESOURCES K t:~·c 1 \H:L; 1313 SHERMAN ST., Ste 821, DENVER, CO 80203 Main : 1303) 866-3581 Fax: (303) 866-2223 d...,,..,.,rmitsonlinernlstate .co.us RESIDENTIAL Note : Also use this form to apply for livestock watering JUL 0 9 '14 Water Well Permit Application Review fonn Instructions prior to completing fonn. W/. Hand completed fonns must be completed In black or blue Ink or typeoa lrER RESOURCl::S ~TE ENGINEER 1. Applicant Information ~NWOOD 6. Use Of Well (check applicable boxes) Name(s) Eaden Shantay See instructions to determine use(s) for which you may qualify 0 A Ordina~ household use in one single-family dwelling Mailing address (no ou side use) 2701 Countv Road 100 • B . Ordinary household use in 1 to 3 single-family dwellings : City I ~"' I Zip code Number of dwellings: 2 Carbondale co 81623 Telephone (w/area code) l eE~d~n@truenatureheals .com • Home garden/lawn inigation, not to exceed one acre : (970)361-2195 area inigated 5600 •sq. ft . Id acre _.2. Type~ Applic~tionlchec~_applicable boxes) ----·--·-~--- 0 Domestic animal watering -(non-commercial) O Construct new well D Change source (aquifer) D C . Livestock watering (on farm/ranch/range/pasture) 0 Replace existing well D Reapplication (expired permit) 7. Well Data (proposed) • Use existing well 0 Rooftop precip. collection • Chance or increase use D Other: Maximum pufl'l)lng rata I Annual amount to be wlthdnr.wi 15 gpm acre-feet 3. Refer To (if applicable) Total depth I Aquifer Wdl permit# I Water Court case# 42 feet 74762-F I Designated Basin Determination# Wei name or# 8. Water Supplier Is this parcel within boundaries of a water service area?O YESli] NO 4. Location Of Proposed Well (Important! See Instructions) If ves , orovide name of suoolier. County 9. Type Of Sewage System Garfield 1/4ofthe 1/4 Section I Township NorS Range E or W -' Principal Meridian • Septic tank I absorption leach field 31 _7 ,0 _ _J Q I& 87 .0 -D ~-Sixth O CentraJ sy~: [)istrict na!!I ~: Distance of-11 from section lines (section lines are typicaAy not property lines) D . Vault: Location sewage to be. hauled to : 1704 Ft from 0 N !Bj S 1299 Ftfrom 0 E li)W 0 Other (explain) For replacement -us only-distance and direction from old well to new -11 feet Direction 10. Proposed Well Driller License #(optionaO: Wdl location address (lndude City, State, Zip) D Check ~ weA address Is same as in Item 1. 11. Sign or Enter Name of Appllcant(s) or Authorized Agent The making of false statements herein constitutes perjury in the second degree, which is punishable as a dass 1 misdemeanor pursuant to C.R.S. Dptlonat GPS -11 location information in UTM format. GPS unit settings are as folows: 244-104 (13)(a). I have read the statements herein, know the contents thereof and state that they are true to my knowledQe . Format rrust be UTM ~~=~;;~// Date (mmiddiyyyy) 0 Zone 12 "'1 0 Zone 13 Easting : 7/P/3//'f-Un its must be Meters Oatum must be NAD83 Northing : ff SJgrfong print name and tide -'-7 ..,,. Unit must be set to true north Remember to sc:c D atum to NAD83 t>enni-:> Po{))ell , Arc~i 1+~c.} Was GPS unit checked fir above? 0 YES 5. Parcel On Which Well Will Be Located Office Use Only {You must attach a current deed for the subiect parcell USGS map name I OWRmapno. 1 Surface elev. A. You must check and complete one of the following : • Subdivision : Name Ries Exemption Receipt area only Lot 3 Block Filing/Unit 0 County exemption (attach copy of county approval & survey) Name/# Lot# D Parcel less than 35 acres, not in a subdivision attach a deed with metes & bounds description recorded prior to June 1, 1972, and current deed 0 Mining claim (attach copy of deed or survey) Name/#: 0 Square 40 acre parcel as described in Item 4 D Parcel of 35 or more acres (attach metes & bounds description or survey) AQUAMAP D Other. (attach metes & bounds description or survey) WE B. #of aaes in pared ..J C. Are you the O'M'ler cl this pared? WR 2.5 Q YESQ NO --·---~---"""-••••"l•---··-··-·----~w---• •-·---·-~·--·--·----------•--·-ewes D. W iH this be the only well on this parcel? !;I YEsiIJ. NO Of no-list oth er weDs) TOPO E. State Parcel ID# (optional): MYlAR SB5 DIV WD BA MD -------- CHANTE PEJUTA   ACCESSORY DWELLING UNIT (ADU)      EXHIBIT 7 – WASTEWATER MANAGEMENT    The existing Individual Sewage Disposal System that was permitted and installed  for the existing residence was sized to handle a future ADU.  After construction of  the sewage line to connect the Storage Building that will house the ADU the  system was inspected by the design engineer.  After the initial inspection, some  additional sleeving of the sewer line from the Storage Building (Barn) was  constructed and now the entire system meets the Colorado State Board of Health  Guidelines standards and has been inspected.    The following wastewater management documents are attached:     Timberline Engineering – ISDS As‐built Letter 1/08/14   Timberline Engineering – ISDS As‐built Letter 3/27/14   Chante Pejuta Residence ISDS As‐built Drawing 1/08/14   Chante Pejuta Residence ISDS Plan, Specifications, & Details 2/09/12      TIMBERLINE ENGINEERING, LLC P.O. Box 842, Carbondale, CO 81623 timberlineengineering@gmail.com p/f (970) 963-9869 TIMBERLINE ENGINEERING STRUCTURAL & CIVIL ENGINEERING January 8, 2014 ISDS As-built Chante Pejuta, LLC 2701 County Road 100 Carbondale, CO 81623 Tom Rubin Rubin Construction P.O. Box 747 Carbondale, CO 810623 Cc: Dennis Powell, Andy Schwaller (Garfield County) To whom it may concern: Timberline Engineering has inspected the construction of the Individual Sewage Disposal System (ISDS) located on the above mentioned property. Inspections occurred on 4/5/12, 4/10/12, and final inspection on 12/19/2013. We have determined that the ISDS has been installed as approved and was constructed in accordance with the Colorado State Board of Health Guidelines on Individual Sewage Disposal Systems except as noted below and shown on the As-Built drawing included. A sewer line has been constructed from the “Barn” and ties to the new sewage system. The sewer tie was not originally planned or approved. The sewer line has been constructed within the 50’ well offset and does not meet standards set forth by the state guidelines. Sincerely, David J Anderson, P.E. Timberline Engineering, LLC P.O. Box 842 Carbondale, CO 81623 (970) 963-9869 TIMBERLINE ENGINEERING, LLC P.O. Box 842, Carbondale, CO 81623 timberlineengineering@gmail.com p/f (970) 963-9869 TIMBERLINE ENGINEERING STRUCTURAL & CIVIL ENGINEERING March 27, 2014 ISDS As-built Chante Pejuta, LLC 2701 County Road 100 Carbondale, CO 81623 Tom Rubin Rubin Construction P.O. Box 747 Carbondale, CO 81623 Cc: Dennis Powell, Andy Schwaller (Garfield County) To whom it may concern: Timberline Engineering has inspected the installation of the sewer line sleeving for the Individual Sewage Disposal System (ISDS) located on the above mentioned property. Inspection occurred on 3/5/14. The sewer pipe from the outbuilding has been sleeved for a distance of 50’ beyond the well head. The 4” SDR 35 has been sleeved using 6” SDR 35. Please see attached drawing and pictures. Sincerely, David J Anderson, P.E. Timberline Engineering, LLC P.O. Box 842 Carbondale, CO 81623 (970) 963-9869 GARFIELD COUNTY, COLORADO LOT 3, RIES EXEMPTION PLAT RESIDENCE ISDS CHANTE PEJUTA 3 / 2 7 / 1 4 I N D I V I D U A L S E W A G E D I S P O S A L S Y S T E M : A S - B U I L T 2701 COUNTY ROAD 100 P/ F 970 963 9869 timberlineengineering@gmail.com P.O. Box 842 - CARBONDALE, CO. 81656 t1 .,.- ~ (0 a; • ~ g. ~ ~· ~ IV~_._!_ GARFIELD COUNTY, COLORADO LOT 3, RIES EXEMPTION PLAT RESIDENCE ISDS CHANTE PEJUTA 1 / 8 / 1 4 I N D I V I D U A L S E W A G E D I S P O S A L S Y S T E M : A S - B U I L T 2701 COUNTY ROAD 100 P/ F 970 963 9869 timberlineengineering@gmail.com P.O. Box 842 - CARBONDALE, CO. 81656 SYSTEM DESCRIPTION 71-/IS SYS7EM IS A Quick4 SAND RLTER TYPE 1'1-1/CH IS DOSED Wl1H A PUMP. TWO TANKS ARE INSTALLED IN SERIES, SEE PLAN FOR SIZES. THE FIRST TANK (1'NO-COMPAR1MEN15) FOR SEffi/NG AND THE SECOND TANK (ONE-COMPARTMENT) FOR A PUMP VAULT. AN ORENCD SYSJEMS INC. (OSI) BIOTUBE E'ASYPAK PUMP AND FILTER PACKAGE IS INSTALi.ED IN THE PUMP VAULT. SEE Pt.AN FOR PUMP MODEL THE VERTICAL RISE IS APPROXIMATELY 9 FT FROM 1HE PUMP TO THE FIELD AND DISTRIBUTION PIPING. 1HE Effi.UENT IS PUMPED FROM THE PUMP VAULT TO THE REID MANIFOLD THEN THROUGH DISTRIBUTION LATERALS (PIPE SIZES AND LOCATIONS PER PLAN). THE DISTRIBUTION LATERALS ARE: ATTACHED TO THE INTERIOR TOP Of lHE Quick4s PER MfG'S SPECIFICATIONS. THE LATERAL DISTRIBUTION PIPES HAVE" 1/B• jll HOLES SPACED AND ALJGNED AS SHOWN ON PLAN. 1HE SAND BED IS 2' DEEP MINIMUM. GENERAL INSTALLATION PROCEDURES 1. ROPE OFF 7HE SITE TO PREVENT DAMAGE TO THE AREA DURING OTHER CONSTRUCTION ACTIVITY ON THE LOT. VEHICULAR TRAmc OVER THE AREA SHOULD BE PROHIBITED TO AVOID 'KRIV£R SOIL COMPACTION. 2. STAKE OUT MOUND PERIMETER AND BED IN THE PROPER ORIENTATION AS SHOWN. J. CUT AND REMOVE ANY EXCESSIVE VEGETATION. TRffS SHOULD BE CUT AT GROUND SURFACE AND THE STUMPS !..EFT IN PLACE 4. ROUGHEN THE BASAL AREA SURFACE IWTH BACKHOf TEETH. ROTOTILLING /S NOT RECOMMENDED BECAUSE Of THE DAMAGE IT DOES TO THE SOIL STRUCTURE 5. PLACE THE SAND RU. OVER THE BASAL AREA. KEEP TRUCKS OFF THE ROUGHENED AREA. MOVE THE RU. INTO PLACE USING A SMALL TRACK TYPE TRACTOR mTH A BLADE OR A LARGE BACKHOE MTH ENOUGH REACH TO ACCOMMODATE THE DIMENSIONS Of THE SAND BED. MINIMUM SAND DEPTH IS 2 FEET. 6. CONTAIN SAND EDGES MTH BACKRU. MAJERIAL AND FLOOD THE SAND TO SEmE AND CONSOLJDATE. 7. LEVEL THE SAND BED AND INSTAU. Quick4s AND DISTRIBUTION PIPING PER Qulck4 RECOMMENDATIONS 8. DRIU. HO!.£S IN THE LATERAL DISTRIBUTION PIPING PER SPECIFICATIONS ON PLAN. 9. /NSTALl. THE Quick4s AND LATERAL DISTRIBUTION PIPING AT THE CROWN PER Quick4 RECOMMENDATIONS. 10. MANIFOLD THE LATERAL DISTRIBUTION PIPES TO THE EFFLUENT TRANSPORT PIPE FROM THE PUMP. 11. BACKFILL BETWEEN Qu/ck4s BY ~WALKING IN~ AND COMPLETE MOUND SLOPES. 12. PROVIDE FOR FROST PROTECTION BY ADEQUATE BACKFILL AROUND PIPING AND EFFLUENT LINE OR PROVIDE ALTERNATE PROTECTION mTH INSULATION. 1J. PROVIDE DITCHES ABOVE THE FIELD TO DIVERT WATER FLOWS AROUND THE RELD. 14. PLANT NATIVE GRASSES OVER THE ENTIRE MOUND. SHRUBS CAN BE PLANTED AROUND THE BASE AND UP THE SIDE SLOPES. SHRUBS SHOULD BE SOMEm-IAT MOISTURE TOLERANT SINCE DOWNSLOPE PERIMETER MAY BECOME WET DURING EARLY SPRING AND LATE FAU.. PLANTINGS ON TOP Of THE MOUND SHOULD BE DROUGHT TOLERANT, AS THE UPPER PORTION OF THE MOUND CAN BECOME DRY DURING THE SUMMER A CALCULATIONS -SAND EILTERIMQUND 1. PERCOLATION RATE= J9 MPI AVG (TIMBERLINE ENGINEERING). 2. FLOW RATE= ( 4 BEDROOMS X 2 X 75) = 600 GAU.ONS PER DAY. J. DESIGN FLOW = x 1.50 = 900 GAU.ONS PER DAY. B. CONCRETE SEPTIC TANK 1. ONE (1) TWO-COMPARTMENT CONCRETE SEPTIC TANK. SEE PLAN FOR TANK SIZE. 2. THE TANK SHALl. BE LOCATED AT l.EAST FIVE FEET AWAY FROM THE RESIDENCE. J. USE RISERS TO BRING THE SEPTIC TANK ACCESS 1' ABOVE ANAL GRADE. -H H H __ H ___ --~~--H---HHHH ___ H ___ H ~- 1 ----, _____ ,__"-"'~ ::;;;""'"'~~~~~~~ ~---=--_-------= = ~'f: = = =;;;;;.::-~~ ------------------- ' -------------·----------- - -·o -· ---------- ------------- -------------· -~·,_ -"'---------... ~. 8 --- ., -<--,_ ----0 ' .... ---~,, ~ -·--------,_ ~ ------',, .-o ---_, ' -< --------r-------~--------. =--. .,._ -----., -,CG -~ l --, ~ --__,,___ ---------, / --, ' -'" ,_' r- - ---::::.-:..:::_-:,"--- - - -_::::~ j ~V r-----' /Ir '--\. j 11 I 11 I I ' / -,,, ,,, , ' , ' I I l ~-:::::..-:::::..-, I I , -< , , "-----------~---------<------r -------\ J' I I ) J I -.... , ~ ... ...;;--~r ------_7<---------;o0 -,~.. \/ -.----------_, .. ,, , l --r-s -1-_____ / ,;'/'/ . i I I :..., •• -' / <,, ' .IJ~• ._ ,_. ~"" (ru-I Y -~ j1 ......,, ~"2~ ,.. ...... ,,--i'-;-,-..f. -I - I , f , , ·-~· • I '"--"~ -"'~~ ,-~ ' , • "----- • I • • J --...... ., -, , , -< ---...,,,.,.~ ·-· L"":""' -1-. ' • --' -· ", \ I • >fit 4 ;i' ,, , _,..~ ~ I , . '~-'"=, " . \ 11 I , / ,{!'.,,,,.-:;:'!;;'.. .... ~.:-, , ~~--/ -< I I I / AND(FU~~ -~ I . > " J 4?' / (Dlrr:H / ./". \ I 11 ,,,\11711/;;:,,..__ I / I I / _, , / ~ " -I WELL I I '// " I J -..= ' ~~~ .. '.. / </•fi'', -;: , < / /i'l, _,. I I. I ,, •• ,-~=,:::...!:"i..~-....... > ..... ~ "' ~ I<• , I _l _ 1 ---rN 1 11 1 \ ' 1 1 I ,,,__ ,, ' .. ""':.""~· "' , __ , = • --J, I 1 Io li. '11 1 I + 4. REQUIRED SEPTIC TANK CAPACITY= 1.25 X 900 = 1125 GALLONS => USE ONE (I) 1,2~GAL1.0N TWO-COMPARTMENT TANK. 5. BASAL AREA: REQUIRED A = ( 900 I 5 ) * J9"1/2 = 1125 SF PROVIDED A = 1187 SF 6. ABSORPTION AREA REQUIRED: DESIGN FLOW = 900 GPO SANO FILTER RATE Of 1.2 GAL/SF/DAY ABSORPTION AREA REQUIRED = 900 / 1.2 = 750 SF USE 95' X 12.5' (1187.5 SF) RECTANGULAR ABSORPTION AREA C. CONCRETE PUMP VAULT 1. ONE (1) ONE-COMPARTMENT CONCRETE PUMP VAULT IS THE SECOND TANK REQ'D FOR THIS SYSTEM. SEE PLAN FOR SIZE. 2. SEE PUMP SPECS AND DETAILS FOR INSTALLATION INFORMATION. J. VAULT SHAU. BE WATERTIGHT TO PRECLUDE THE ENTRANCE Of GROUND AND SURFACE WATER. 4. VAULT SHALl. HAVE A MANHOLE OR INSPECTION PORT WITH A MINIMUM DIAMETER Of 20 INCHES. 5. THE TOP Of THE MANHOLE RISERS SHAU. EXTEND ABOVE THE FINAL GRADE. 6. PUMP REQUIREMENTS MAY REQUIRE LEAD TIME TO MANUFACTURE. f. PIPING 4. THE INLET INVERT SHAU. Bf" AT LEAST J INCHES HIGHER THAN THE OUJlET INVERT. 5. THE O/STANCf FROM THE OUTLET INVERT TO THE UNDERSIDE Of THE TANK TOP SHAU. BE AT LEAST 10 INCHES. 6. THE OU11ET TEE OR BAFFl.E SHALl. EXTEND ABOVE THE SURFACE Of THE LIQUID TO WITHIN ONE INCH OF THE UNDERSIDE OF THE TANK TOP AND SHALL EXTEND AT LEAST 14 INCHES BELOW THE OUTLET INVERT. 7. LIQUID DEPTH MUST BE A MINIMUM Of JO INCHES AND THE MAXIMUM DEPTH SHAU. NOT EXCEED THE TANK LENGTH OR 60 INCHES, m-1/CHEVER IS LESS. 8. THE TRANSFER OF LIQUID FROM THE FIRST COMPARTMENT TO THE SECOND SHAU. BE MADE AT A LIQUID DEPTH Of AT LEAST 14 INCHES BELOW THE OUTLET INVERT, BUT NOT IN THE SLUDGf ZONE. 9. AT LEAST ONE ACCESS NO LESS THAN 20 INCHES ACROSS SHALl. BE PROVIDED IN EACH COMPARTMENT. 10. Ml. MAJERIALS, INSTALLATION PRACTICES AND SE1BACK REQUIREMENTS SHALl. COMPLY WITH GARFlruJ COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. 11. TANK SHAU. BE WATERTIGHT TO PRECLUDE THE ENTRANCE OF GROUND AND SURFACE WATER. D. DOSING PUMP 1. PUMP TYPE: ORENGO SYS7EMS INC. (OSI) BIOTUBf" EASYPAK PUMP PACKAGE. SEE PLAN FOR MODEL. 2. PUMP PACKAGE INCLUDES EFFLUENT ALTER. J. A LOCAL DISTRIBUTOR IS GRAND JUNCTION PIPE & SUPPLY (970) 96.3-5700 4. AU. MATERIALS AND INSTALLATION PRACTICES SHAU. COMPLY WITH MANUFACTURERS' RECOMMENDATIONS. E. PUMP SEIBNGS 1. SEE PUMP VAULT DETAIL FOR PUMP SfTJJNGS 1. WHERE PLASTIC PIPE AND FITTINGS ARE USED, THE MINIMUM WALl. THICKNESS Of THE PIPE SHAU. CONFORM TO ASTM STANDARD J0.34, SDRJS OR EQUIVA!..ENT. 2. AU. WASTEWATER LINES SHAU. BE CONSTRUCTED OF COMPATIBI.£ PIPE, BONDING AGENT AND FITTINGS. J. THE PIPE FROM THE RESIDENCE TO THE TANK MUST BE INSTALi.ED AS FOLLOWS; THE PIPE MUST BE INSTAU.ED STRAIGHT IN ALIGNMENT AND GRADE. If A CHANGE IN ALIGNMENT OR GRADE IS NECESSARY, A CLEANOUT mLL BE REQUIRED AT THE CHANGE. THE MINIMUM GRADE Of THE PIPE MUST BE 1/4• PER FOOT. A MIN/MUM Of I CLEANOUT SHALl. BE INSTALLED AT THE LOCATION WHERE THE PIPE LEAVES THE RESIDENCE. THE PIPE SHAU. BE A MINIMUM Of 4~ IN DIAMETER. 4. THE TRANSPORT PIPE FROM THE PUMP VAULT TO THE FIELD SHALl. BE SCHEDULE 40 PVC PIPE -SEE PLAN FOR SIZE 5. THE LATERAL DISTRIBUTION PIPES INSIDE THE Quic/<48 SHAU. HAVE w/ 1/B IN DIA HOLES SPACED AS INDICATED ON PLAN. SEE PLAN FOR LATERAL PIPE SIZE 6. THE LATERAL DISTRIBUTION PIPES SHALL HAVE A MAXIMUM NUMBER OF HO!.ES ON EACH RUN AS INDICATED ON PLAN .. 7. BETYEEN THE END HOLES, THE 1/8 INCH HO!.£S IN THE LATERAL DISTRIBUTION PIPES SHALl. BE ORIENTATED TO I-O'CLOCK & II-O'CLOCK ALTERNATELY. 8. THE END HOLES IN THE DISTRIBUTION PIPE SHALl. BE ORIENTATED DOWNWARDS TO FACILITATE DRAINAGE Of THE PIPE AFTER DOSING. INSTALl. SPLASH PLATES UNDER END HOLES. 9. THE DISTRIBUTION PIPE SHALL Bf" FASTENED TO THE Qulck4 TOP AS RECOMMENDED BY THE MANUFACTURER. G. Quick4s 1. THE Qulck4 INSTAll.ATION SHALL COMPLY Vrl'TH MANUFACTURERS RECOMMENDATIONS. 2. INSTALL INSPECTION PORTS AT THE END Of EACH RUN. H. SAND FlL TER 1. THE SAND SHAU. BE CLEAN, COARSE SAND, ALL PASSING A SCREEN HA'v1NG 4 MESHES TO THE INCH. 2. THE SAND SHAU. HAVE AN EFFECTIVE SIZE BEThfEN .25 AND .6 MILUMETER (mm). J. THE UNIFORMITY COEFFICIENT SHALl. BE 4.0 OR LESS. 4. THE SAND SHAU. BE AT LEAST TWO FEET DEEP Bfl.OW THE Quick4s. 5. THE SAND SHALL EXTEND 2' BEYOND THE EDGE Of THE Quick4s. 6. THE SAND MUST BE THOROUGHLY SETTLED BY FLOODING BEFORE THE Quick4s ARE PLACED. 7. THE TOP Of THE SAND BED SHALL BE LE\fl.. l MOUND 1. TOPSOIL COVERING THE Quick4s MUST HAVE A MINIMUM DEPTH Of I FOOT AT EDGES. SEE DETAIL SECTIONS A & B. J. GENERAL 1. Ml. MAJERIALS, INSTAll.ATION PRACTICES AND SE1BACK REQUIREMENTS SHAU. COMPLY WITH GARFIELD COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. K. GENERAL 1. l'El.L OFFSET: = 100' 2. DITCH OFFSET: = 50' M. PERC HOLE INFORMATION HOLE /1 = 14 MPI HOLE #2 = 96 MP/ HOLE #J -6 MPI AVERAGE -J9 MP/ I --:'l/-,-W"N l 'OFBLDG. -1 \,i<Jl~? .-?" ~-7 1 J.r o ,JA~. /If -[!J ~ ICHICKEN ( 1 111/ t/. , lY , _, "-•~ I ..,; •70 \ y • ' ' -> " / a i l l/~1-/ , --'. ,;,~ ~-~ ~,c $ ,-,-; . \ I i~·· I \j_\\;i ,,' f /11 /' -=-0 ~~~ • ~ ,---/ ! . : I I "l l1'' ... ./,I , JBEDFF=59.5 --,/ ~-~~-~-""' ,..,,,. ' -/ / , : I I ::, ' , I , / -·-·-·-. ~ -' • "''' .. ~ •¥'.. ""' / / I . I I • " ) , • -. -· ~ ' ·1" ~ ~·--.,,, ( ,,, I I /I • I . . I I I. I I , / ~ ... • • /{, ~11",,,.zo ,•· • I / I ·i· --P~Nb •• ~Ji i11i1 / , .. ,.,,. /. ,,,.~,.,, , /' . ' ""' " I / < -,;;~~ / ';'c "'~~· , LO';r' 3 \. . I._._._. . "k~1\\ ii . _,...' --1----"""""' ,, -, \ "''"' 11 l " --_,.,..,"' --, 'L I V/<'111 11 \ " -BUILDING -":;;,,~iltf.~""· / -• •• ,/) I I -· I // _, ,.1 11 1 " ·-,• ~ , " I I ____, _,_,_,\\11 \1 \. -, • ' • , (,/ / / / \ 1 , •,___ •• , , ', __ ,,, ,~/;\ 11, ~.A / ~ I &----:::..t /f I >/) ·--,.~ ,..... -= .-:-:=-:::::::: J ( / // r ,...., _.,_ M • o;. =-"'--=---~~"°"===et ' / -,,.,, -----~~~~~---------// / --------'<•---~~----// ~-,,-:.-:::::~::.-::.~;:,-~'::-.... ,~~_,_ --~~:'o' '1--- - -----_, --__ .......................... ___ __ ,.-,, ----------~ --.................. ____ --I I r - - - ---__,/ -........ ~ ------ I r ------6260 ---...... ......_ - - < ~ -/////L~"'-__:--_::--::..__:::.--_::-_==-/ '-~ -,,---I -------,._ __ --·-, 1 1-____ ,.. -. // -=--------/ -'~~~~--/ _, , ' ' -------' , I 1 -I -/ 6260 ----.,, -~-_... -----I ---6259 --------------,_ -- ) ·---~ ------ I • "-----._ _____ ' - - !(I .r--I , __ -' --/( ' -----=---::::/ -'\ _,,. ' 1 ,_ - -62.5' ---- ! --- -- 1 -------. .... --~ --·11\;.--"'""-, -----_, L-\ / I -- • ~ 1::1 I Ii ___ _ ------_/ ...... ::::.· ::::.::::. ~ ~-=--=--~-=-~ ....... ----....... -_-===--= =---=-...:.. ....... -------·------------~ ----------I ~--- GRAPHIC SCALE ,,,,..----__________ ....._ ---------------' u~ - ---LINE -~ ------~ 2. THE ANAL SLOPE Of THE MOUND BACKRU. SHALL Bf" NO GREATER THAN J;1 (RUN:RISE). J. FOLLOW Quick4 RECOMMENDATIONS FOR BACKRU. PROCEDURES. "' / -----papeERTY ~--. ------G ~...:::---·- ,..::::..:::--.-·---_____ _, ---1------------,-----------, <..., 1 ' I•,. I I - -\ ,.,._-G ......... -7 = --__ ! ___________ . G --;;;;:' I ............ - -----r-\.--u<e " NOTE: WATERLINE CROSSINGS REQUIRE 1HA T 1HE DRINKING WATER OR WASTEWATER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET Of EACH SIDE Of JHE CROSSING OR PLACE WHERE COMPONENTS ARE CLOSER 1HAN TEN (10') FEET. PIPE OF SCHEDULE 40 RA TING OR BETTER MUST BE USED. Of sumCIENT DIAMETER TO EASILY SLIDE OVER AND COMPLETELY ENCASE 1HE UNE. RIGID END CAPS Of AT LEAST SCHEDULE 40 RA TING MUST BE GLUED OR SECURED IN A WATER-TIGHT FASHION TO 1HE ENDS Of JHE ENCASEMENT PIPE. 1HERE MUST BE A HOLE Of sumCIENT SIZE TO ACCOMMOOA TE 1HE PIPE IN 1HE LOWERMOST SECTION Of JHE RIGID CAP SO JHA T 1HE CONVEYANCE PIPE RESTS ON 1HE BOTTOM Of JHE ENCASEMENT PIPE. 1HE AREA IN WHICH 1HE PIPE PASSES 1HROUGH 1HE ENDCAPS MUST BE SEALED l\11H AN APPROVED UNDERGROUND SEALANT COMPATIBLE l\!JH JHE PIPING USED. ' ..... 'O•I D/A) ' .-=, ,·' PLAN PLASTIC 1EE INSTALLED TO -----< "BE VISIBLE FROM MANHOLE USE RISERS TO BRING ACCESS TO 1' ABOVE FINISH GRADE ~f;E~xff~~~ J/fA/!~t Vrl'THIN 1 IN. Of TOP Of TANK tirt-lH:'.J!!VEi~---¥~~WAlJ!llfRUmflmI,\ n ;~ t~URET ..._. " iEffiUENT FLUID TRANSFER~ L.J SECTION NOTIFY ENGINEER OF HIGH WATER TABLE l'\'llff ~~~[filA/l,"'f_$K. TANK 1 'r-t-L f/L 1ER PER MAJ>J. TANK IDl'v1DER. SEPTIC TANK DETAIL NOT TO SCALE -----1, ----I "' ...... ( IN FEET ) ---~ ......... 1 inch = 20 ft. . I I "' 0 "' 0 N TY 1ROAD f 0 ~ 0u1c1<tt: COLJ t \ 66 Quick4s W/ END CAPS. J UNITS l\VDE BY 22 UNITS IN LENGJH. Quick4s INSTALLED ON SAND BED (2' DEEP MIN.). SAND BED TO " , CONTOUR LEGEND EXTEND BEYOND EDGE Of Quick4s 2' MINIMUM. ';l. "' ' - - - - - - -EXISTING CONTOUR 1' Rfl D DISTRIBUTION LATERALS; ' • llr SCHD.40 P\/C DISTRIBUTION LATERALS W/ 1/8" HOLES AT 48" DC. ALTERNATE HOLE LOCATIONS AT 11-0'CLOCK AND 1-0'CLOCK 1HIS DRA l\!NG SHOWS ALL EXISTING WELLS l\11HIN SEJBACK --- ---~~;~;E;o;;,.o;i;u: 1• AS SHOWN ON DETAIL LOCATE 1 HOLE AT 1HE BOTTOM AT EACH END Of EACH LATERAL FOR PIPE DRAINAGE (INSTALL SPLASH PLATE PROPOSED CONTOUR 5, BENEAJH EACH END HOLE, SIX (6) TOTAL). 1HE TOTAL NUMBER Of HOLES PER LATERAL PIPE: IS 24. NOTE: PROPOSED CONTOURS ARE ONLY SHOWN IN SEPTIC AREA. SEE GRADING PLAN FOR REMAINDER. IHSPECllQN PQRTS; INSTALL 4" INSPECTION PORT AT END Of EACH RUN TYP. 1HREE (J) INSPECTION PORTS TOTAL DISTANCES (INCLUDING ON SURROUNDING PROPERTIES), CONTOUR INTERVALS, ALL PROPOSED AND EXISTING BUILDINGS, PROPERTY UNES, DITCHES, SLOPES 1 FT MINIMUM COVER OVER Quid:4 POSlll\£ INSTALL SPLASH PLATES DfRECTL Y ~~~ DRAINAGE Quick4 w/DISTRIBUTION DISTRIBUTION M/IJlll Of GREATER 1HAN 15%; WATER UNES, SPRINKLER SYSTEMS, SPRINGS, SUCTION (IRRIGATION) LINES, DRINKING WATER CISTERNS, DRAIN TILES, IRRIGATION DITCHES, LAKES, PONDS, WATER COURSES, S1REAMS, FLOODPLAINS, FLOOD WAYS, DRY GULCHES, OR EXISTING SEPTIC SYSTEMS, AND ALL SUCH FEATURES ON NEIGHBORING PROPERTIES l\11HIN SEJBACKS. USE" RISERS AS NECESSARY TO BRING ACCESS TO I' ABOIJE FINISH GRAD£ D~':mi,CJIB~~~~= PVC SDIJca Box with Cord Cripe eve Rlaar with Grommsts (bond to tank adapter with DISCHARGE LINE AND DISTRIBUllON SYSml MUST BE CONFIGIJRfD TO ALLOW COl.f Pl..£1[ DRAlNAG£ SlOPf DISCHARGE PIP£ SUCH 1HAT EFFLUENT M'llL FLOW BACK INTO TH£ PUMP TANK AFJfR PUMP CYa£.~ ,,...,,,,..,,.. __,,,.,,..,,...,, ,.,,,,..,,..,,,,. 1. EFFl...UENT UHE TO DRAIN BACK TO TANK 8£1\HN PUMP CYQ.ES. INSTAU. HIGH WATER ALARM ACllVA "JED BY HIGHEST FLOAT' 2. SEE MANUFACTURES SPECIFICATIONS FOR COW IEAlHER INSTAU.ATIOHS. J. DO NOT INSTAU. CHECK VAL\£ ON EFFl...UENT LJN£ 4. /NSTAU. PEA GRA\£1.. TO H£LP PRE\£NT FROST HEA\£ Free board I 94 gals ! Rese Ne [ 94 gals ! Dose I 234 gals j ,,...,,,,... ea.ow DRAINAGE HOl..ES IN 0 J• :J: 0 J% f LA lERAL AT CRO~ - DIS1RIBU110N PIPE AT EACH END. 4 SEf Pl.AN FOR PIP£ SIZE Quidc4 END INSTAll ALTER FABRIC CAP END OF LATERAL Dml SAND AND Ould:'9 '-DIRT LINE DURING CONSTRUCllON '. ,, • _ _ IMPORIDJ AU. MA lERIAL i;pc~"'llW..J.¥.~J,!-Ll'f.'JJ!l-"l,LJ./J.+oW'-'1!;,µ.1,L1.µJJ>1!1!!!4.Y.JJW.u..J..1\-1'1-l.l.f,LJ.J,lJ,l,;lJ-!\'llJ,LY-LJL.lol'-W.µQ4-'.l)..l.W..LJ,!l,lµl-'-"'1-t.l~Jl;lllc'±i.J!,1.J,1Ll,l.ILlllLJ.lf"'e'1!.i,µ.µn,w.i.µµ,i,4JI."-'*"'°"· ">"'°'''\?'>/;. 11 111 --'~~~-:·~~~~:· ·-~;:·~::·:.;=: ~~'..'.:;;~:1\:·~.~;:~'.::: ':·:~ >':~;·~~~~~~:·;;~:.:::~:~~:~ ~::.:·:.~'.-;:~:·:::_.~~·-~'.~,:~·.'.::~::·;·;·~:·:.~::.:~~~~~ ':;:~ ;:;~;j~:~·~: ::;:~~:·~~r:~r:.,:~:·~::.·.;:: :\ :::·~~ ~'.:~=:.·::~:·_::~i.'::.~:;·~·.:·~:~·~·:.'.~~;:_~'.,~:.~'.;,":~:;.~,:::: ~·:'.':~~:::~::_':.:-~'.~:~·:~~:.~.:~;·~ ;~~t·;:~.:~~·.:;:::.~i'.~'. ~-~-{·:: :~;:~;:.~;~:·~.; . 1 111 111 111 1 111 111 111 111 111 11 111 1 11 I.~-~- .. , .• _ .. , ' .• ,,, .. ,·,.· ...... , ••• ._.,,., •··• ,,.•., .•.•• , ••• ,. •·•. ··•· ···· ., .••...• , .•.••• ,.-..... <-•• ~.-·1., ··· .·,.>, .. ·-·.,..--,. ··· ····· ······-~·--···········.·· •········1 .... ·, ... , .. ,,,,.,., .. ,, ·•···• ····.·····•·············· llHIHIHIHIHIHIHIHIHl1-1, ·:.-.·' '-·~·-. ··.·:.' ;, .• 1, ··--::~ ','. ~: :·.,.·-.:·· •:""' •. ·"·. ••. ~ ••• ::. -~'. ·' ·:·::-'. :< -' : :·_,.':.: .:., _. .... ,. ••••• •• ..• •· ................ -:: ··"··. •• : •• f.\ !;{ '".:' :·: .>< • .... <·. :';.:,.o·= • .=--·::' ·: ~-... .' '. •:·: .~· '. ~-;. '• •• ·. ·:. ,\', '.~i ·::":;·'., .. ··;,.: ,.: .... ~_.... - - - - - - - - - - - 2"MIN. 2' MIN. SAND llfD 0'1£R SCARIFIED £XJSTING GROUND. EJ(CAVAJE ~ ".'0 ".'0 ".'0 '0 ".'0 ".'0 ;.( ;.( ;.( '0 '0 ".'0 ".'0 ".'0 ".'0 ".'0 ".'0 ".'0 ",.~ IF NECESSARY, OR FILL FROM £XJSTING GRAD£ lllTH SAJ>JD /•//• /' /' /'V'. //V/V/' /V/V/V//'V'.//'V'./ SEE PLAN ;</(" / /; ~ ~, SECTION A NTS POS/TI IC FILL TO TOP OF 1 FT MINIMUM COYER OYER Qufdc4 POS.111\£ •i:. Quick4s W111-I SAND DRAINAGE DRAINAGE OR WASHED STONE: 2' MIN. SAND BED O\£R SCAR/RED EXISllNG GROUND. EJ(CAVAJE IF NECESSARY, OR FJU. FROM EXISTING GRAD£ Wl11-I SAND 0 101' ± 0 101' ± INSTALL FJLTER FABRIC LATERAL TYP. Sff PLAN FOR SIZE OYER SAND AND Qulck4s 4: 1 SLOPE: ,,.-DIRT UNf DURING CDNSTRUCllON IMPORTED FILL MAlERIAL ,_j1~~ DISTRIBUllON LATERAL. Qulck.4 EXISTING GROUND :.,, ........ v., .......... , ... , , ···1··"'"· · , ··· · ....... --· 1----~--~;.>,;r;:>'..;:::.; '':,;;:~: ~,~;~,'.:'..:/::;;;::.;;:;n:::;;;~111:: :111:: :111:: :111:: :111:: :~~~G GROUND SPRAY ORIENTATION 11-0'Cl.OCK & 1-0'Cl.OCK ' 0 0 PUMP VAULT DETAIL (NTS) ORENCO SYSIDIS INC. (OSI) BIOTUBE fAS\"PAK. SEE PLAN FOO MODfl. CALCULATIONS BASED ON 500 GALLON CONCRETE TANK MANUFACTURED BY VAU.EY PRECAST. VERIFY ALTERNATE TANK MANUFACTURER mTH ENGINE.ER PRIOR TO CONSTRUCTION. SECTION B NTS /C/«V«V«V«V«V«V«V«V«V/V« /(V«V«V«'J/«V«V«V« «v v«v««v«v«v«v«v«v«v« A: ~~%%%%~~%%'0~~~~~;< ~'0'0~%~~~~&~ 2'MIN. S££1PLAN FOR QUANTITY REQ'D. 2'MIN. SPRAY ORIENTATION NTS (( COPYruGHT )) ~ ...... 00 8 ·"' ~~ -~~ z o 0 ~ ~b; !@ c-:~ -Q~ .....l !::io ~ ~= ~ ~~ ~ '° ~ "<!" (( DRA~;y )) ~8 < r/.l 8 ~ ;;2 ~ 0 0 z o ~ < 0 c5 ~~ o~u. ~u ~:E~ ~ffi ~~8 ~0 otr.1U ::C:~ u~9 u~ ~C'l~ NE-< 3 ti (( 2;;~ 2 )) REVISIONS xx [Ass~~~ J DRAWING INDIVIDUAL SEWAGE DISPOSAL SYSTEM PLAN, SPECIFICATIONS & DETAILS , I/ SHEET Cl