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HomeMy WebLinkAbout1.0 ApplicationGarfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 LAND USE CHANGE PERMIT APPLICATION FORM - www .garfield-cou nty .com -- TYPE OF APPLICATION D Administrative Review D Limited Impact Review D M aj or Impa ct Review D Amendments to an Approved LUCP OLIR OMIR OsuP D Minor Temporary Housing Facility D Vacation of a County Road/Public ROW D Location and Extent Review D Comprehensive Plan Amendment D Pipeline Development Development in 100-Year Floodplain D Development in 100-Year Floodplain Variance D Code Text Amendment D Rezoning I D Zone DistrictO PUD D PUD Amendment D Administrative Interpretation D Appeal of Administrative Interpret at ion 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) 1 INVOLVED PARTIES - r Owne~Ap~kan-t ~-~~-~--~~~~--~~~~~~~~~---~ Name: 6.....,._ur°"'""-~<t=;41 t=1?Z~ ~hone: ( 1U? } 5ol5 -(o55 Mailing Address: 51 JD ~'f ·(ZJ. · (OJ City: Cr~~ State: CD Zip Code: 6(b'l., ?'J E-mail : (c_(a ~ Representative (Authorization Required) Name: \Zo¥ Ll.-4 Phone: ( q JD ) q45 -B({p J(g Mailing Address: l q ( 1 -:6\oJre.. As.1Je..,, City: 6)eMI<~ ?rf\""b~ State: {D Zip Code: 8l(eD l E-mail: (li\01.Ll@ "'2,u~, cf'11Ab -~--.-.----~~~~~~--~~~ PROJECT NAME AND LOCATION I Project Name: I kt*' A P(Ob~r:~V'-~~ Assessor's Parcel Number: z__ ~ .1_ _2_ -Z. B 3 -_l 0 -_12 0 _l_ Physical/Street Address: ~ 4 7 0 ~ {?.J. {O'j I Legal Description: ~ V\ol.o~tL e ~ov-8 L.ot' A ~ 1 Se,vh~ Z,f? :C~w .€' 1 ~~f.b I Zone District: \21~ Property Size (acres): 1.. 4 ~ L -------·------~---------------------------------' ,.._. -.-,....,,__ PROJECT DESCRIPTION ExistingUse: <;lvzt<i.~~<L..\-0~"1:}<'..-W~~'i v~~\(~ REQUEST FOR WAIVERS r Submission Requirements I D The Applican r uesting a Waiver of Submission Requirements per Section 4-202. List: Section: Section:------------- ! Section: Section: ------------- Waiver of Standards D The ~pplican~y:questing a Waiver of Standards ~er 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. Signature of Property Owner Date OFFICIAL USE ONLY I FileNumb~=---_-_--_-_-_-_______ F_e_e _P_ai_d_:S~~~~~~~~~~~~~~~~~~~~~~~~ Mr. Glen Hartmann Garfield County Community Development 108 8th Street, Ste 401 Glenwood Springs, CO 81601 Mr. Cameron Bazley 5970 County Road 109 Carbondale, CO, 81623 Re: Authorization to Represent in Application for Development in the 100-Year Floodplain March 14th, 2016 Dear Mr. Hartmann - We hereby authorize Roger Neal, of High Country Engineering, to act as our representative in the matter of an Application for Development in the 100 Year Floodplain at our property at 5970 County Road 109 in Carbondale, Colorado (Parcel ID #239328318001). Cameron Bazley, Owner Barbara Snobble, Owner, by Power of Attorney 3/t'S/ (b Date Date Garfield County Community Development 108 8th Street, Ste 401 Glenwood Springs, CO 81601 Mr. Cameron Bazley 5970 County Road 109 Carbondale, CO, 81623 Re: Authorization to Represent in Application for Building Permit March 14th, 2016 To Whom it May Concern - We hereby authorize Chris Beebe, of The B.C.S. Group, L.L.C., to act as our representative in the matter of an Application for a Building Permit at our property at 5970 County Road 109 in Carbondale, Colorado (Parcel ID #239328318001). Cameron Bazley, Owner Barbara Snobble, Owner, by Power of Attorney 3/;q-//( Date Date SPECIAL WARRANTY DEED THIS DEED, made this'2L day of ri. ( , 2015, betwe en Barbara M. Snobble of the County of Garfield, State of Colorado, Granter, and Barba ·a M . Snobble and Cameron Bazley as joint tenants with right to survivorship, whose legal address is 5970 County Road 109 Carbondale CO 81623, Grantees; WITNESSETH, That Granter, for and in consideration of the sum of Less Than Five Hundred Dollars, and other good and valuable consideration, the receipt and suffici ency of which are hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm, unto Grantees, · and Grantees' heirs, successors and assigns forever, all the real property, t ogether with all improvements, if any, situate, lying and being in the County of Garfield, State of Colorado, described as follows: SEE EXHIBIT A, consisting of one page, attached hereto and by this reference incorporated herein; also known by street and number as Lots A and C 5970 County Road 109 Carbondale CO 81623 TOGETHER WITH all and singular the h ered itaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits t hereof; and all the estate, right, title, interest, claim and demand whatsoever of Granter, either in law o r equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HA VE AND TO HOLD the said premises above bargained and described with the appmienances, unto Grantees, and Grantees' heirs, successors and assigns forever. Granter, for Granter and Grantor's heirs, successors and assigns, does covenant and agree that Granter shall and will WARRANT AND FOREVER DEFEND the above bargained premises in the quiet and peaceable possession of Grantees, and Grantees' heirs, successors and assigns, against all and every person or persons claiming the whole or any part thereof, by, through or under Granter except taxes and assessments for the current year and tho se exception s of public r ecord . IN WITNESS WHEREOF, Grantor has executed this deed on the date set f01th above. STATE OF FLORIDA ) ) SS. COUNTY OF 6 Kol006Q ) , The foregoing instrument was acknowledged before me thisLday of _,_frJJ_,_,,_.L..H---'-/ _________ , 20 15 · by Barbara M. Snobble. T Witness my hand and seal. My commission expires: I -- f )~~·~~ SHANI MARIE GOINES 1 i·•:··~,~~ MY CQMMISSIOH # FF208693 I \~w EXPIRES March 11, 2019 ••V; )i.ft' .. ~r ~3 Flo<w!ANO'.a ' Se<'olit~.C<Jn' . 861890 04/24/2015 11 :50:30 AM Page 1 of 3 Jean Alberico, Garfield County, Colorado Rec Fee: $21 .00 Doc Fee: $0.00 eRecorded SPECIAL WARRANTY DEED TIIlS DEED, made tbi~-2L day of 2015, between Barbara M . Snobble of the County of Garfield, State of Colorado, Grantor, and Barba a . Snobble and Cameron Bazley as joint tenants with right to survivorship, whose legal address is 5970 County Road 109 Carbondale CO 81623, Grantees; WITNESSETH, That Gratitor, for and in consideration of the sum of Less Than Five Htmdred Dollars, and other good and valuable consid eration, the receipt and sufficiency of which are hereby acknowledged, has granted, b argained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confum, unto Grantees, and Grantees' heirs, successors and assigns forever, all the real property, together with all improvements, if any, s ituate, lying and being in the County of Garfield, State of Colora~o, described as follows: SEE EXHIBIT A, consisting of one page, attached hereto and by this reference incorporated herein; also known by street and munber as Lots A and C 5970 County Road 109 Carbondale CO 81623 TOGETIIER Wl1H all and singular the hereditaments and appurtenances thereto belonging, or in anywis e appe1taining, and the reversion and r eversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HA VE AND TO HOLD the said premises above bargained and described with the appurtenances, unto Grantees, and Grantees• heirs, successors and assigns forever. Grantor, for Grantor and Grantor's heirs, s uccessors and assigns, does covenant and agree that Grautor shall and will .WARRANT AND FOREVER DEFEND the above bargained premises in the quiet and peaceable possession of Grantees, and Grantees' heirs, successors and assigns, against all and every person or persons claiming the whole or any part thereof, by, through or under· Grantor except taxes and assessments for the current year. Eµld those exceptions of public record. IN WITNESS WHEREOF, Grantor has executed this deed on the date set forth above. STATE OF FLORIDA ) ) SS. COUNTY OF tJKDWD6Q . ) ' The f~regoing instrument was ackno~ledged b efore me tbisZ/_day of +fuj"-¥-'-h"'"-'-{----~---• 2015 · by Barbara M . Snobble . T Witness my hand and seal. My commission expires: I ! ~~·~ "4ANI MARIE GOINES l ;QJ··~ MY c~MMISSION # FF208693 " ' • !'If' 1 'i~ • EXPIRES March 11 . 2019 ,~,;~.~ flonSINo'.8 SeNtee.~. , SPECIAL WARRANTY DEED THIS DEED, made this.2.L day of 'vl ( 2015, between Barbara M. Snobble of the Cow1ty of Garfield, State of Colorado, Grantor, and Barba ·a M. Snobble and Cameron Bazley as joint tenants with right to survivorship, whose legal address is 5970 County Road 109 Carbondale CO 81623, Grantees; WITNESSETH, That Grantor, for and in consideration of the sum of Less Than Five Hundred D olla rs, and other good and valuable consideration, the receipt and sufficiency of which a re hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confinn, unto Grantees, and Grantees' heirs, successor s and assigns forever, all the real property, together with all improvem ents, if any, s ituate, lying and being in the County of Garfield, State of Colorado, describ ed as follows: SEE EXHIBIT A, consisting of one page, attached hereto and by this reference incorporated herein; al so known by s treet and number as Lots A and C 5970 County Road 109 Carbondale CO 81623 TOGETHER WITH all and s ingular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents , issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of Grantor, either in law or equity, of, in and to the above bargained premises, with the h ereditaments and appurtenances; TO HA VE AND TO HOLD the said premises above bargained and described with the appurtenances, unto Grantees, and Grantees' heirs, successors and assigns forever . Grantor, for Grantor and Grantor's heirs, successors and assigns, does covenant and agree that Grantor shall and will WARRANT AND FOREVER DEFEND the above barga ined premises in the quiet and peaceable possession of Grantees, and Grantees' heirs, successors and assigns, against all and eve1y person or persons c la iming the whole or any part thereof, by, tlu·ough or under Gran tor except taxes and assessments for the cunent year and those exceptions of public record. IN WITNESS WHEREOF, Grantor has executed this deed on the date set forth above. STATE OF FLORIDA ) ) SS. COUNTY OF 6 K0/15D6Q ) ' . The f~regoing instrument was aclm~wledged before me this2/_day of _,_ld12,,_,,__.__tl"--'-/ _________ , 2015 by Barbara M . Snobble. T Witness my hand and seal. My commission expires: I , .. f" )~~·~~ SHANI MARIE GOINES I;•:·~·*: MY CQMMISSION # FF208693 I•~ • 9 '\ • • EXPIRES March 11, 201. ~. '" 4(~t~ ji.f\~· ~3 FtonSaH<r.a• Sor\'Ke .cun-. EXHIBIT A SCHEDULE A LEGAL DESCRIPTION TRACT A: A TRACT OF LAND SITUATED IN LOTS 11 AND 14 OF SECTION 28, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO, LYING SOUTH-WESTERLY OF THE CENTERLINE OF THE CRYSTAL RIVER AND LYING NORTHEASTERLY OF COUNTY ROAD NO. 109 AS CONSTRUCTED AND IN PLACE, SAID TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING ATA POINT IN THE NORTHEASTERLY RIGHT-OF-WAY FENCE OF SAID COUNTY ROAD NO. 109; WHENCE THE SECTION CORNER COMMON TO SECTIONS 28, 29, 32, AND 33, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN BEARS S 60°16'20" W 805.61 FEET; THENCE N 73°06'27" E 504.53 FEET TO THE CENTERLINE OF THE CRY ST AL RIVER; THENCE S 30°00'00" E 177.00 FEET ALONG THE CENTERLINE OF SAID CRYSTAL RIVER; THENCE s 68°01'23" w 437.03 FEET TO A POINT IN THE NORTHEASTERLY RIGHT-OF-WAY FENCE OF SAID COUNTY ROAD N0.109; THENCE N 31°49'48" W 170.74 FEET ALONG THE NORTHEASTERLY RIGHT-OF-WAY OF SAID COUNTY ROAD NO. 109; THENCE N71°40'04" W 80 .00 FEET ALONG THE NORTHEASTERLY RIGHT-OF-WAY OF SAID COUNTY ROAD NO. 109 TO THE POINT OF BEGINNING. . ALSO KNOWN AS: \ LOT A OF SNOBBLE EXEMPTION AS REFERRED TO IN RESOLUTION NO. 81-298 RECORDED OCTOBER 7,1981 IN BOOK 582 AT PAGE 947 AS RECEPTION NO. 320026. . COUNTY OF GARFIELD, STATE OF COLORADO Copyright 2006-2009 Americ an Land Title Association. All rights rosorvod. Th& USO cl this fOITll ls rosllicled lo ALTA licel\SUS tllld ALTA membels In good standng 85 of lhe data Of US&. AJ. oll\orU1GS oro p<oh."'b!ted. Reptlnled underfanse from Iha Ametiean L•ndlitle Assodalion. Fiie No. 01330-39876 CO STG ALTA Commitment Sch A STO Page 2 of2 STEWARTTITLE GUARANTY COMPANY EXHIBIT A-continued SCHEDULE A LEGAL DESCRIPTION Tract C: A tract of land situated in Lot 11 of Section 28, Township 7 South, Range 88 West of the 6th Principal Meridian, Garfield County, Colorado, lying Southwesterly of the center line of Crystal River and lying Northeasterly of the northeasterly right-of-way line of County Road No. 109 as constructed and in place, said tract of land being more particularly described as follows: Beginning at a pint in the Northeasterly fence of said County Road No. 109 whence the Section Corner common to Sections 28, 29, 32 and 33, Township 7 South, Range 88 West of the 6th principal Meridian bears S. 60°16'20" W. 805.6 1 feet; thence N. 71°40'04" W . 20.00 feet along the Northeasterly right-of-way line of said County Road No. 109; thence N. 58°24'32" W. 134.49 feet along the Northeasterly right-of-way line of said County Road No. 109 to a point in the fence as constructed and in place; thence N. 00°34'23" E . 831 .06 feet along said fence to the centerline of th e Crystal River; thence S. 48°40'22" E. 328.90 feet along the centerline of said Crystal River; thence S. 10°00'00" W . 701 .21 feet to the point of beginning. County of Garfield, State of Colorado Copyright 2006-2009 Am erican Land Title Association. All rights reserved. The use of !his Form is restricted to ALTA licensees and ALTA members in good standing as of the dale of use. All other uses are prohibited . Reprinted under license from the American Land Title Association. File No. 01330-39879 CO STG AL TA Commitment Sch A STO Page 2 of 2 STEWART TITLE GUARANTY COMPAN Y Ownership, Mineral rights and Adjacent Parcels within 200’ OWNER: SNOBBLE, BARBARA M & BAZLEY, CAMERON 5970 COUNTY ROAD 109 CARBONDALE, CO 81623 Parcel Number: 239328318001 Mineral Rights Owner: Per Stewart Title they are not severed. Adjacent Parcels within 200’ EAST COLORADO ROCKY MOUNTAIN SCHOOL 1493 COUNTY ROAD 106 CARBONDALE, CO 81623-2357 Parcel Number: 239333100012 SOUTH COLORADO ROCKY MOUNTAIN SCHOOL 1493 COUNTY ROAD 106 CARBONDALE, CO 81623-2357 Parcel Number: 239333100012 WEST STERRETT RESIDENCE TRUST & WEAVER, STANELY SHANE 6135 COUNTY ROAD 109 CARBONDALE, CO 81623 Parcel Number: 239333200398 SABO, JEFFREY W & LAUREL J 5889 COUNTY ROAD 109 CARBONDALE, CO 81623 Parcel Number: 239328300397 HOMEOWNERS ASSOCIATION OF MIDLAND POINT PO BOX 21307 HILTON HEAD ISLAND, SC 29925 Parcel Number: 239329416042 HOMEOWNERS ASSOCIATION OF MIDLAND POINT PO BOX 21307 HILTON HEAD ISLAND, SC 29925 Parcel Number: 239328316047 NORTH BAZLEY, JAMES JEFFREY & CONNE MARA 5966 COUNTY ROAD 109 CARBONDALE, CO 81623 Parcel Number: 239328318002 SNOBBLE, BARBARA M & BAZLEY, CAMERON 5970 COUNTY ROAD 109 CARBONDALE, CO 81623 =G> Garfield County Community Development Department 108 gth Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com TAX PARCEL NUMBER: 2393-283-18-001 DATE: 3/3/16 PROJECT: Flood Plain Development Permit for Placement of Fill for an On Site Waste Water Treatment System OWNER: Barbara Snobble and Cameron Bazley REPRESENTATIVE: Roger Neal, High Country Engineering Karla Ostberg, All Service Septic LEGAL DESCRIPTION: Lot A, Amended Snobble Subdivision Exemption PRACTICAL LOCATION: 5970 County Road 109, Carbondale, CO 81623 TYPE OF APPLICATION: Flood Plain Development Permit ZONING: Rural (R) .. I. GENERAL PROJECT DESCRIPTION The Applicant is proposing a new onsite waste water treatment system (OWTS) on Lot A of the Amended Snobble Subdivision Exemption Plat. The proposed location is within the mapped 100 year flood plain for the adjacent Crystal River. The Applicant anticipates use of an engineered system with the elevation of the infiltrative area of the mound system. Elevation is planned to keep the system above the 100 year flood elevation. Protection of the mound system from erosion by flood waters is also proposed. A flood plain development permit is required for the system based on the location within the flood plain and the placement of material -fill necessary for the system. II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS Garfield County Land Use and Development Code, as amended (LUDC) including the following Sections: • Section 3-301 -Floodplain Overlay Regulations • Section 4-109 -Development in the 100 Year Floodplain • Table 4-102-Common Review Procedures and Required Notice • Table 4-201 -Submittal Requirements • Section 4-203 -Submittal Requirements as appropriate • Section 4-203 (0) -Flood Plain Analysis Ill. REVIEW PROCESS The Floodplain Development permit will be processed pursuant to Section 4-103, Administrative Review Process and consistent with Table 4-102 Common Review procedures for Floodplain Development, summarized as follows: A. Pre-application Conference (completed) B. Application Submittal C. Determination of Completeness D. Schedule the Director's Decision Date E. Application sent to referral agencies F. Public Notice for the Director's Decision completed G. Evaluation by Director/Staff resulting in a Staff Report H. Director's Decision I. 10 day call up period, after which the Director's Decision become final unless the decision is called up the BOCC for their review J. Once all conditions of approval have been satisfied the Flood Plain Development Permit can be issued. IV. PUBLIC HEARINGS AND NOTICE Public Hearing notices shall be posted, mailed and published pursuant to Section 4-101. E. X No Public Hearing (Director's Decision with mailed notice only) _ Planning Commission _Board of County Commissioners _Board of Adjustment Referral agencies may include but are not limited to : Garfield County Consulting Engineer, Garfield County Attorney, FEMA, Army Corp of Engineers. V. SUBMITTAL REQUIREMENTS A. General Application Materials including • Application Form including signatures • Proof of ownership (deed and/or title information) • Authorization to represent as appropriate • Statements of authority if needed for an LLC or Corporation • List of owners of property within 200 ft. with addresses • List of owners of mineral rights on the subject property • Payment of fees • Agreement to Pay Form • Project Description -narrative B. Vicinity Map -formatted on 8 % x 11 size for use with public notice C. Site Plan -to applicable scale, including existing improvements, and proposed areas of fill. D. Floodplain Analysis -meeting the requirements of the Land Use and Development Code including Section 3-301 and 4-203 (0). The Flood Plain Analysis needs to be completed by a qualified licensed professional engineer and needs to include the engineer's stamp. E. The Flood Plain Analysis will need to specifically address standards for placement of fill within the floodplain including any analyses needed to demonstrate code compliance. F. Information needs to be provided on the OWTS design to ensure that the system is protected from flood waters. Issues including high ground water, waterproof utility facilities, and protection from any infiltration and/or contamination during flooding events should be addressed. G. The submittals need to address compliance with the Review Criteria contained in Section 4-109 as applicable. An additional pre-application meeting with staff is an available option to address submittal requirements and preview how key topics are addressed. The Application submittal needs to include 3 hard copies of the entire Application and 1 Digital PDF Copy of the entire Application (on a CD or USB Stick). Both the paper and digital copies should be split into individual sections. Please refer to the pre-application summary for submittal requirements that are appropriate for your Application . VI. APPLICATION REVIEW FEES This application will be subject to the following fees and deposit requirements: Planning Review Fees: Referral Agency Fees: County Surveyor: Recordation: Total Deposit: $ 400 (Additional Staff time charged at hourly rate of $40.50) $ tbd (Review fees associated with consulting engineer review) $ na $ na $ 400 (additional fees to be determined by hourly rates) General Application Processing Planner reviews case for completeness and sends to referral agencies for comments. Case planner contacts applicant and sets up a site v isit. Staff reviews application to determine if it meets standards of review. Case planner makes a recommendation of approval, approval with conditions, or denial to the appropriate hearing body. Disclaimer The foregoing summary is advisory 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. The summary is valid for a period of 6 months after which an update to the summary needs to be requested. Pre-application Summary Prepared by: Glenn Hartmann, Senior Planner, CFM Development In the 100-Year Floodplain Review Process (Section 4-109) Step 1: Pre-application Conference •Applicant has 6 months to submit apptreatlon Step 2: Application Submittal Step 3: Completeness Review •20buslness days to review •If Incomplete, 60 days to remedy deflclencres Step 4: Schedule Decision Date and Provide Notice •Malled to adjacent property owners within 200 feet and mineral owners at least 30 days but no more than 60 days prior to decision date Step 5: Referral •21 day comment period Step 6: Evalution by Director (or F loodp!a1ri Adrrnnistr.:itor) Step 7: Director's Decision •Cati-up Period -within 10 days of Director's Decision •Applicant has 1 year to meet any conditions of approval Note: The notice requirement in Step 4 has been changed to 15 days pursuant to Section 4 T I 03 of the LUDC. c::Ct Garfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") c~Gf'V-..-~"'Z..~ ------------------------------agree as follows: 1. e County an application for the following Project: Lot 2. The Applicant understands and agrees that Garfield County Resolution No. 2014-60, as amended, establishes a fee schedule for each type application, and the guidelines for the administration of the fee structure. 3. The Applicant and the County agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. The Applicant agrees to make payment of the Base Fee, established for the Project, and to thereafter permit additional costs to be billed to the Applicant. The Applicant agrees to make additional payments upon notification by the County, when they are necessary, as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional County staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, the Applicant shall pay additional billings to the County to reimburse the County for the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land. I hereby agree to pay all fees related to this application: BillingContactPerson: ~~~~ Phone:(~ 5o?-(058 Billing Contact Address: ?Gf.]D c~i 'czJ..: ( D=i City: ~ab State: CD Zip Code: Blb "Z:? Billing Contact Email: ~ov--~b6l..:-~\<..,'"(: <2. ~\ , ~ Printed Name of Person Authorized to Sign: ___ (A __ l1t_~ ____ (39 ___ ~_L_~_.,...Y ______ _ I =--3119/6 (Signature) (Date) Mark Chain Consulting, LLC 811 Garfield Avenue Carbondale, CO 81623 Ph 970.963.0385 Fax 970.963.2916 mchain@sopris.net 1 May 20, 2016 Mr. Glenn Hartmann, Senior Planner Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: Floodplain Permit for Lot A, snob or Lot Line adjustment Dear Glenn, Thanks for meeting with me on May 10 regarding the Floodplain Permit Application for Lot A of the Snobble Lot Line adjustment as well as other applications. I’m sending you three pieces of information which I believe will take care of items # 1 – 3 noted on your Letter of Completeness. First, I am supplying a deed for the property which shows that Cameron Bazley is one of the owners. Also attached is the Power of Attorney which allows Cameron to act on behalf of his grandmother. I am also providing some background information on the research I did in the resolution of mineral rights ownership for the property in 2014. My notes on the research are included with this information. We did find assignment of mineral rights from and to a number of parties, but these assignments appeared to end with the Mount Sopris Petroleum Company, and it is no longer a functioning entity. The Kistlers’ did assign rights on their death to Marjorie Dunn. Greg Forbes obtained these rights in a Treasurer’s Deed in 2006. As you may remember, I did speak to Mr. Forbes about the situation and he was not sure where any of this property was located, just that some of it was in Satank and that is where he lived at the time. He was informed of the matter. In addition, my research included meetings with surveyors to try to determine the specific location of these properties. The conclusion was that the properties lay north and east of the Crystal River – the Snobble property is west of the Crystal River, and thus was not an issue. I hope this is all the information that you need from a planning perspective. I'll be happy to talk with you about these items as necessary. Sincerely, Mark Chain, Planner Mark Chain ST A TUTORY POWER OF ATTORNEY NOTICE: THE POWERS GRANTED BY THJS DOCUMENT ARE BROAD AND SWEEPING . THEY ARE EXPLAINED IN THE UNIFORM STATUTORY FORM POWER OF ATTORNEY ACT. IF YOU HAVE ANY QUESTIONS ABOUT THESE POWERS , OBTAIN COMPETENT LEGAL ADVICE. THIS DOCUMENT DOES NOT AUTHORIZE ANYONE TO MAKE MEDICAL AND OTHER HEALTH- CARE DECISIONS FOR YOU . YOU MAY REVOKE THIS PO\\tER OF ATTORNEY. YOU MAY HAVE OTHER RIGHTS OR POWERS UNDER COLORADO LAW NOT CONTAINED IN THIS FORM. I , Barbara M. Snobble, hereby appoint Cameron K. Bazley as my agent (attorney-in-fact) to act for me in any lawful way with respect to the following initialed subjects: [To grant one or more of the following powers, initial the line in front of each power you are granting. To withhold a power, do not initial the line in front of it. You may, but need not, cross out each power withheld.] INITIAL 61{ S'X_ (A) REAL PROPERTY TRANSACTIONS (WHEN PROPERLY RECORDED). fJ/t.<S X (B) TANGIBLE PERSONAL PROPERTY TRANSACTIONS. (C) STOCK AND BOND TRANSACTIONS . (D) COMMODITY AND OPTION TRANSACTIONS. (E) BANKING AND OTHER FINANCIAL INSTITUTION TRANSACTIONS. b/'1 c:,-X-(F) BUSINESS OPERA TING TRANSACTIONS. , (G) INSURANCE AND ANNUITY TRANSACTIONS. (H) ESTATE, TRUST AND OTHER BENEFICIARY TRANSACTIONS. (I) CLAIMS AND LI TI GA TION . (1) PERSONAL AND FAMILY MAINTENANCE. (K) BENEFITS FROM SOCIAL SECURITY , MEDICARE, MEDICAID, OR OTHER GOVERNMENTAL PROGRAMS , OR MILITARY SERVICE . _ (L) RETIREMENT PLAN TRANSACTIONS . _ (M) TAXMATTERS. Special Instructions On the following lines you give special instructions limiting or extending the powers granted to my agent: To do all acts and execute all documents in connection with: Land use, platting, development, improvement and maintenance of the real prope11y described below, located in the County of Garfield, State of Colorado, to wit: LOT A OF SNOBBLE EXEMPTION AS REFERRED TO IN RESOLUTION NO. 81-298 RECORDED OCTOBER 7, 1981, IN BOOK 582 AT PAGE 947 , AS RECEPTION NO. 320026. COUNTY OF GARFIELD, STATE OF COLORADO. SAID REAL PROPERTY IS LOCATED AT 5970 COUNTY ROAD I 09, CARBONDALE. COLORADO. Unless I direct otherwise above, this power of attorney is effective immediately and will continue until completion of the above-referenced transaction. This power of attorney will continue to be effective even though I become disabled, incapacitated or incompetent. [Strike and initial the preceding sentence if you do not want this power of attorney to continue if you become disabled, incapacitated, or incompetent.] I agree that any third party who receives a copy of this document may act under it. Revocation of the power of attorney is not effective as to a third party until the third paity learns of the revocation. We agree to indemnify the third party for any claims that arise against the third pa11y because of reliance on this power of attorney . Signed this }._, r day of April, 2016. ~ ~ /vf _A1 t~- Barbara M. Snobble 2 STA TE OF FLORIDA ) COUNTY OF o.f"-..,(ca~ J SS. The foregoing instrument was acknowledged before me this _'-t___ day of ~cb++--p.;._d~-2016 by Barbara M. Snobble. Witne ss my hand and seal. My commission expires : /ryPublic 3 ..._.,.. .... " Pu~ Matthew S. Young :.: 0 . @. -<-c. State of Florida ~ ~ ~ MY COMMISSION # FF 56936 >~OFf ... 0~ Expires: September 24, 2017 861890 04/24/2015 11 :50:30 AM Page 1 of 3 Jean Alberico, Garfield County, Colorado Rec Fee: $21.00 Doc Fee: $0.00 eRecorded SPECIAL WARRANTY DEED THIS DEED, made this.2L day of ri r 2015, betweenBarbaraM. Snobble of the County of Garfield, State of Colorado, Grantor, and Barb a M. Snobble and Cameron Bazley as joint tenants with right to survivorship, whose legal address is 5970 County Road 109 Carbondale CO 81623, Grantees; WTI'NESSETH, That Grantor, for and in consideration of the sum of Less Than Five Hundred Dollars, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confinn, unto Grantees, · and Grantees' heirs, successors and assigns forever, all the real property, together with all improvements, if any, situate, lying and being in the County of Garfield, State of Colorado, described as follows: SEE EXHIBIT A, consisting of one page, attached hereto and by this reference incorporated herein; also known by street and number as Lots A and C 5970 County Road 109 Carbondale CO 81623 TOGETHER WITH all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HA VE AND TO HOLD the said premises above bargained and described with the appurtenances, unto Grantees, and Grantees' heirs, successors and assigns forever. Grantor, for Gran tor and Grantor's heirs, successors and assigns, does covenant and agree that Grantor shall and wiHW ARRANT AND FOREVER DEFEND the above bargained premises in the quiet and peaceable possession of Grantees, and Grantees' heirs, successors and assigns, against all and every person or persons claiming the whole or any part thereof, by, through or under Grantor except taxes and assessments for the current year and those exceptions of public record. IN WI1NESS WHEREOF, Grantor has executed this deed on the date set forth above. STATE OF FLORIDA ) ) SS. COUNTY OF 6 Katoo6a ) . The foregoing instrument was acknowledged before me this7L_ day of ..,lliJ,.,. l'-'-tl~/ ________ , 2015 · by Barbara M. Snobble. T Witness my hand and seal. My commission expires: I : .. ~·~. $HANI MARIE GOINES l i'i » MY CQMMISSIOM # FF208693 '\"$ EXPIRES Maroll 11, 2019 1.\(,1~;{~·~ Fton:taHo!a ·~. , 861890 04/24/2015 11 :50:30 AM Page 2 of 3 Jean Alberico, Garfield-County, Colorado Rec Fee: $21.00 Doc Fee: $0.00 eRecorded EXHIBIT A SCHEDULE A LEGAL DESCRIPTION TRACT A:. A TRACT OF LAND SITUATED IN LOTS 11 AND 14 OF SECTION 28, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO, LYING SOUTH-WESTERLY OF THE CENTERLINE OF THE CRYSTAL RIVER AND LYING NORTHEASTERLY OF COUNTY ROAD NO. 109 AS CONSTRUCTED AND IN PLACE, SAID TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING ATA POINT IN THE NORTHEASTERLY RIGHT ..OF-WAY FENCE OF SAID COUNTY ROAD NO. 109; WHENCE THE SECTION CORNER COMMON TO SECTIONS 28, 29, 32, AND 33, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN BEARS S 60'16'20'' W 805.61 FEET; THENCE N 73'06'27" E 504.53 FEET TO THE CENTERLINE OF THE CRYSTAL RIVER; THENCE S 30'00'00" E 177.00 FEET ALONG THE CENTERLINE OF SAID CRYSTAL RIVER; THENCE S 68'01'23" W 437.03 FEET TO A POINT IN THE NORTHEASTERLY RIGHT-OF-WAY FENCE OF SAID COUNTY ROAD NO. 109; THENCE N 31'49'48" W 170.74 FEET ALONG THE NORTHEASTERLY RIGHT-OF-WAY OF SAID COUNTY ROAD NO. 109; THENCE N71'40'04"W 80.00 FEET ALONG THE NORTHEASTERLY RIGHT-OF-WAY OF SAID COUNTY ROAD NO. 109 TO THE POINT OF BEGINNING. . ALSO KNOWN AS: \ LOT A OF SNOBBLE EXEMPTION AS REFERRED TO IN RESOLUTION NO. 81-298 RECORDED OCTOBER 7,1981 IN BOOK582ATPAGE 947 AS RECEPTION NO. 320026. . COUNTY OF GARFIELD, STATE OF COLORADO Copyright 20(1$,-2009 American Land Title Assoc1atlon. All rlghte rtiserved. Tha use of ll'IS l"onn 1s (Cl$llicled '°ALTA lloeMees and Al. TA mem.bm In. good standing SS (If the da1eol)f '1$&. Al ot)WUSQS ll(O pt(Jh~ Repl'IB!ed underf.cem$ rrom U\e Asneneatl Lend TiUe. AucdaliOl'I. Fiie No. -01330-39876 CO STG ALTA Commllment Sch A STO Page 2 of 2 STEWARTTITLE GUARANTY COMPANY ~ ~ .. " 861890 04/24/2015 11 :50:30 AM Page 3 of 3 Jean Alberico, Garfield County, Colorado Rec Fee: $21.00 Doc Fee: $0.00 eRecorded EXHIBIT A-continued SCHEDULE A LEGAL DESCRIPTION Tract C: A tract of land situated in Lot 11 of Section 28, Township 7 South, Range 88 West of the 6th Principal Meridian, Garfield County, Colorado, lying Southwesterly of the centerline of Crystal River and lying Northeasterly of the northeasterly right-of-way line of County Road No. 109 as constructed and in place, said tract of land being more particularly described as follows: Beginning at a pint in the Northeasterly fence of said County Road No. 109 whence the Section Corner common to Sections 28, 29, 32 and 33, Township 7 South, Range 88 West of the 6th principal Meridian bears S. 60°16'20" W. 805.61 feet; thence N. 71°40'04" W. 20.00 feet along the Northeasterly right-of-way line of said County Road No. 109; thence N. 58°24'32" W. 134.49 feet along the Northeasterly right-of-way line of said County Road No. 109 to a point in the fence as constructed and in place; thence N. 00°34'23" E. 831.06 feet along said fence to the centerline of the Crystal River; thence S. 48°40'22" E. 328.90 feet along the centerline of said Crystal River; thence S. 10°00'00" W. 701.21 feet to the point of beginning. County of Garfield, State of Colorado Copyright 2006-2009 American Land Tlt:le Association, All rights reserved. The use ol lhis Form is restricted lo ALTA licensees and AL TA members fn good standing as of the date of use. All other uses are prohi:IHed. Reprinted ooder license from the American Land Tiiie AssoclaUon. File No. 01330-39879 CO STG AL TA Commitment Sch A STO Page 2 of 2 STEWART TITLE GUARANTY COMPANY NOTES ON MINERAL RIGHTS RESEARCH – 2014 Thanks for meeting with me this past Monday (July 28th) to discuss final changes to the plat and to suggest that additional research is necessary regarding the mineral rights for the Snobble Lots. In more closely examining the current title commitments for the properties (issued May 2014) and the Clerk & Recorder’s records, I have found the following: • Deed from Frank & Leanna Kistler to Harold (Harald) Pabst excepting and reserving to sellers an undivided ½ interest in oil gas and other minerals (Rec 163910 on 2-28-1948) • Oil and Gas lease Frank & Leanna Kistler, Pabst and Dodge Drilling & Development for the property – Rec 175039 on 2/8/1951) • Assignment of lease from Pabst and Kistler to Mt. Sopris Petroleum Co., Rec 175098 on 2/13/1951) • After that date, Mt. Sopris Petroleum only assigned one lease – and that was to John Mulford (Rec 189046 on 3/28/1955). That assignment did not include the subject property. No other assignments or deeds were tendered by Mt. Sopris Petroleum according to County Records. • Then, further review showed that Mt. Sopris Petroleum was no longer a functioning entity (1964) • The estate of Kistler did grant all rights of oil, gas and other minerals at time of death to Marjorie Dunn. A treasures deed dated 10/18/2006 assigned these rights to Greg Forbes. I spoke to Mr. Forbes in May 2014. He obtained these mineral rights because they were in the neighborhood of Satank and he lived in Satank at that time. He told me that he was not sure where all the property was located. In my project notes, I consulted a surveyor and two other people. No one was sure where the property was with certainty, but they thought that by the legal description the intent was for property located east and north of the Crystal River. Mr. Forbes is still in the area and we can reach him again if you think that is necessary. Based on the above, it is my opinion that any mineral lease for the subject is no longer effective and has not been assigned to any other person or entity POSSIBLE MINERAL RIGHTS FOR SNOBBLE/BAZLEY PROPERTY Date Grantor Grantee Bk Pg Rec#Comment Address 2/28/1948 Frank & leans Kistler Harald Pabst 163910 includes 1/2 interest in oil, gas + other minerals NKA Kislter or Pabst 2/8/1951 Kistler, Kistler & Pabst Dodge Drilling & Dev 175039 NKA Kistler, Pabst or Dodge Drilling 2/13/1951 Kistler & Pabst Mt. Sopris Petroleum 175098 Assignment of lease Note 1: After that date, Mt. Sopris only assigned one lease, to John Mulford - Rec 189046… and not for this property Note 2: NO other assignments by Mt. Sopris Petroleum Note 3: further review shows Mt. Sopris Petroleum no longer functioning (as of 1964) Note 4: did not see Pabst convey/grant anything on these lots again - Lots 11 & 14 Sec 28 6/27/1960 Kistler & Kistler Francis Christensen 209999 oil & Gas lease NKA - Kistler or Christensen 6/27/1960 Kistler/Kistler & Christensen Pan American Petroleum Corp 210000 assignment of Lease NKA - Kistler, Christensen or Pan American 5/20/1963 Pan American Petroleum 221520 Release of leases Note: then no other grants from Christensen 10/23/1964 Estate of Kistler Marjorie Dunn 227379 all right of oil, gas & other minerals at time of death NKA for Kistler 10/18/2006 Treasurer's deed Dunn to Greg Forbes 709156 for all rights Dunn had obtained from above Address found for Forbes .. .(r:i_ '-'" ook 361 age 43 4. .Recorded 11t .... ll.;.J,S: ..... ~ .. 0 1clocl< ... ,..! .. Jr. . ... .,Qt;.~ .... ~.J .•.... l.9.6/i. ......... ,_,, .... .,.,,.,, ... -..... ,,.,. Reception N0-•.. ~.~.137.9. .... , .. , ......... ., ,. ... Jlb~.~ .. ,,. .. $..r, ...• K~~&~!l ....................... Recordev. TH~S DEED, -!lfode this 20th day of October in the y!lnr of O\lr Lord one tho.usand nine hl.lndl;ed aml sixty-four J. F. GREGORY, Executor of the Estate of Frank E • Kistler, Deceased between ·• of the County ct Garfield and State o:f Colorado, of the first pa1·t, and 'MARJORIE O. DUNN o:f tho County o:f Garfield and State of Colorado, of the second part, 1VITNESSEXH, ',l'hnt the sn.id party of the ft:rst pa:rt, :for s,nd in consideration o:f the sum of Ten Dollars and other good and valuable considerations, ~I'~ to the snid party . of the first pa.rt in hand :paid· by the said ).larty of the second part, the receipt whereof fa hereby confessed and acknowledged, haS remised, released; sold, conveyed and QUIT CLAIMED, and by these presents does remise, release, sellt convey and Qill'f CLAIM unto the said party of the second pa11;, . her heirs, successors and assigns forever, nil the right, title, interest, claim and demand. which the said party of the first part has in and to the :following described mineral rights situate, lying and being in the County o! Garfield and State o:f Colol·ndo, to-wit: All of the right~ title and interest which the above-named decedent had at the time of his death in and to the oil, gas and other minerals and mineral rights in, upon and under the following lands: Lots 5, 11, 15, 16 and 20, and that part of Lot 14 lying East and North of the Crystal River, in Section 28, Tp. 7 S., R. 88 W. of the 6th P. M.; Lots 2, 3, 6, 7, 10, 11 and 12, the WtNEt, that part o:f Lot 4 lying East and North of the Crystal River, and that part of Lot 1 lying South and West of the D. & R. G. W. R. R. all in Section 33, Tp. 7 S., R. 88 W. of the 6th P.M.; Lots 15 and 16, in Bloc:k 7, and Lots 1, 2, 3, 4, 5, 6, 28, 29 and 30 in Block 14, in the Townsite of Cooperton. TO HA VE AND TO HOI,D the same, together with all and singulat the n1>pi.u:te11ances and privileges thereunto belonging or in anywise the1·eunto appei·taining, and all the estate, :right, title, illterest and claim whatsoever, of the said party of the first part, either in law o-r equity, to the only proper use, benefit and behoof of the said inirty of the second i>art, her heh-s and assigns :for~ver. IN WITNESS WHEREOF, The said party of the :first part haS l1eteunto set his l1n11d and senl t11e dny and year fu:st above wi•itten. Signed, Scaled and Delivered in the Presence of \. .................................................................................................. {SEAL] ............................. ; ..................................... ; .............................. [SEAL] STATE OF COLORADO, } County <>f Garfield ss. The fotcgoillg instruntent was ack11-0wledged before me this 22nd <lay of October A. D. 19 6·4,,,, ~by*-J. F. GREGORY, Executor of the Estate of Frank E • . . :'; L'''1 . d \ ~ , ..... '")''.-..: Kistler, Decease . ' ··•U•·· .v:;,,,.'l F b 6 68 _;nry co:n1nDijsi.on ~-..:ph'es e ruary , 19 • Witness my hand and official seal. .. h .. ,...,,.,_,..,,~ . : .\ u\AP]}~ '.;. c.-r~ ' ,.. : .... :: --¢-<:>-¢~ • ,,_ ... \ :"> r1 B' \\Ji cg • 1 ..... ~ .. ' ~ ~ .... ·s~ __ ...... ''.... . ... · ~ ... ~ ~;. .................. -= "'""" ~" . ~ ;~ ....... ~\ " ... ~ '1 ~ .. -... ~ ~.-~-~ ......... '" ... ~ '• /ff al'· ~ d ' .. ~:. •• 4.~~---· .. 1·=--· .. ......... ~ •• • .~ • ..,,,.,,.. Notnzy :Pub 1c. •rf b~· nntur:il person or tlcrsons bcro insert name or 11.(1.mes; lC by pcl.'son t1.ctln1> In i·ep1·esentMive or ol'ticlnl capacity or ns nttot•JH!Y-fo-fnct, thou lnsert nnme of porson ns cxccuto1; attorney-111-!nct or othc1· capnctty or desci:lptio11; If by ofClcel· oC cor}lorntlon, then lniicrt no.m<l of sucll ottlcer or ottlcc1·s, na the in·csldcut 01· other ofrlcel's or such corpo1·nt1011, na.mlng it.- Statutory .dok1101clcc7gment, .8c811!oi~ 19?,1. No. 933. QUIT CLAlbl DElID.-'£hc ll~nd!ord-Roblnson Ptg. Co., Mr~. :Rob!n3on's L~i:nl lnn'ks, 1824 Stout-St., Denver, Colo. 1111111 11111 1111111111111111111111111111111111111111111 709156 10/18/2006 03:37P 81854 P169 M ALSDORF 1 of 1 R 6.00 D 0.00 GARFIELD COUNTY CO TREASURER'S DEED # 05-17 Know all Men by these Presents, That, whereas, the following described property, viz.: SECT,TWN,RNG:28-7-88 DESC: LOTS 5, 11, 15, 16, 20 & PT OF LOT 14 E & N OF DESC: THE CRYSTAL RIV. SECT,TWN,RNG:33-7-88 DESC: LOTS 2,3,6,7,10,11,12 Wl/2NE& PT OF LOT 4 E & N OF DESC: THE CRYSTAL RIV.,& PT OF LOT 1 S&W OF D&RG RR SEC33 DESC: ALSO LOTS 15-16 BLK 7, LOTS 1-6 &28-30 BLK 14 IN DESC: COOPERTON SUB. (114 MIN/RTS). subject to matters of record situated in the County of Garfield and State of Colorado, was subject to taxation for the year(oryears) A. D. 2001 and was assessed in the name(s) of Marjorie Dunn.; And, Whereas, The taxes assessed upon said property for the year (or years) aforesaid remained due and unpaid at the date of the sale hereinafter named; And, Whereas, The Treasurer ofthe said County did, on the 7th day of November, A. D. 2002 by virtue of the authority vested in him by law, at the sale begun and publicly held on the 7"' day of November, A. D. 2002, expose to public sale at the office of the Treasurer in the County aforesaid, in substantial conformity with the requirements of the statute in such case made and provided, the tax lien on real property above described for the payment of the taxes, delinquent interest, and costs then due and remaining unpaid on said property; And, Whereas, At the time and place aforesaid Gregory A. Forbes, whose address is 1227 County Road 106, Carbondale, Colorado bid on the tax lien on all of the above described property the sum of Fifty Eight dollars and forty cents ($58.40) being the whole amount of taxes, delinquent interest and costs then due and remaining unpaid upon said property for said year 2001, and the said Gregory A. Forbes having offered in his said bid to pay the sum of One dollar ($1.00) in excess of said taxes, delinquent interest, and costs, and the said bid being the largest amount which any person offered to pay in excess of the said taxes, delinquent interest and costs so due upon said property for that year. And, Whereas, The said Gregory A. Forbes, has paid subsequent taxes on said property to the amount of Seventy three dollars and forty eight cents ($73.48) DOLLARS, And, Whereas, More than three years have elapsed since the date of the said sale, and the said property has not been redeemed therefrom as provided by law; And, Whereas, The said property was valued for assessment for said year 2001, at the amount of$170.00; And, Whereas, All of the provisions of the statutes prescribing prerequisites to obtaining tax deeds have been fully complied with, and are now of record, and filed in the office of the Treasurer of said County; Now, Therefore, I Georgia Chamberlain , Treasurer of the County aforesaid, for and in consideration of the sum to the Treasurer paid as aforesaid, and by virtue of the statute in such case made and provided, have granted, bargained, and sold, and by these presents do grant, bargain, and sell the above and foregoing described real estate unto the said Gregory A Forbes, whose address is 1227 County Road 106, City or Town of Carbondale, County of Garfield and State of Colorado 81623, his heirs and assigns, forever, subject to all the rights ofredemption by minors, or incompetent persons, as provided by law. In Witness Whereof, I Georgia Chamberlain, Treasurer as aforesaid, by virtue of the authority aforesaid, have hereunto set my hand and seal this 18th day of October, A. D. 2006. Certificate No.~Book No.2002 Tax Sale Record State of Colorado j:ss County of Garfield } ~ The foregoing instrument was acknowledged before me this 18th day of October, 2006 by Georgia Chamberlain as Treasurer of Garfield County. Witness my hand and official seal. When Recorded Return To: Garfield County Treasurer I 09 g•h Street, Suite 204 Glenwood Springs, CO 81601 My Commission Expires: January 12, 2008 it9 5/1 \ An Employee-Owned Company LLoott AA,, SSnnoobbbbllee EExxeemmppttiioonn FFllooooddppllaaiinn DDeevveellooppmmeenntt SSuubbmmiittttaall March 22, 2016 Engineer: High Country Engineering, Inc. HCE Project No. 2161012.00 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 970.945.8676  Telephone 970.945.2555  Fax www.hceng.com Land Surveying Civil Engineering Table of Contents 1. Application, Authorization, Agreement to Pay, Ownership and Parcels within 200’ 2. Floodplain Review Narrative 3. Floodplain Development Site Plan 4. Floodplain Development Grading Plan 5. 1986 FEMA panel 080205 1856 B dated January 3, 1986 6. FEMA panel 0845C1611 E dated October 26, 2011 7. North American Green SC250 product information 8. All Service Septic OWTS Plan 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 Telephone (970) 945-8676 - Fax (970) 945-2555 An Employee-Owned Company FLOODPLAIN REVIEW NARRATIVE The owner of Lot 1A of the Snobble Exemption located near Carbondale Colorado in Garfield County has requested us to review the effects of placing an Onsite Wastewater Treatment System within the floodplain located on this parcel. This parcel is located within FEMA panel 0845C1611E dated Oct 26, 2011, and FEMA panel 080205 1856 B dated January 3, 1986. This area is a part of a delineated floodplain area and requires a Special Use Permit in accordance with Section 6 of Garfield County Zoning Resolution. The purpose of county floodplain regulations is to permit only such uses that will not endanger life, health, public and private properties due to flood conditions. HCE has utilized the most recent preliminary study dated 2011 that is currently in review. This study appears to have more detail within this area and has a cross section just upstream of this property. HCE compared the floodplain elevations with the study that is currently in effect from 1986 and appears to be similar 100 year flood elevations when the Datum is converted to the NAD 1929 datum that is referenced on the 1986 mapping. There also appears to be greater detail identifying the floodway from the floodplain. It is clear from the 2011 document that the proposed OWTS area is significantly out of the floodway. The property was shown on FEMA panel 0845C1611E dated Oct 26, 2011 Flood Insurance Study of Unincorporated Garfield County produced by the Federal Emergency Management Agency (FEMA) is determined to be located in Zone AE of the floodplain. The area is classified as Base Flood Elevation Determined. There is a pond located just upstream of the OWTS which is believed to create the “hook” in the floodplain. This feature will help slow the velocities in the proposed area of the OWTS, however HCE utilized data from the upstream cross-section to determine velocities to establish appropriate protection to the OWTS. The mean velocity reported for Section D was 8.3 feet/second. The proposed erosion protection North American Green Vmax SC250 is rated up to 15 feet per second with vegetation or 9.5 feet per second without vegetation. Erosion blanket coverage is conservatively placed to cover all disturbed areas below the 100 year floodplain elevation plus 1’. Review of the site and available floodplain information has indicated that the impact of a small OWTS at this location would be negligible and can be protected from flooding, if inundated. Development in the floodplain per definition of the floodplain and floodway is anticipated and elevations of the floodplain are anticipated based on development occurring. Based on this information, no public or private properties will be caused endangerment. Land Surveying Civil Engineering I ~ ~ .. !l ; ~ THE B.C.S. GROUP. L.LC GARFIELD COUNTY, COLORADO LOT A. SNOBBLE EXEMP'l10N FLOODPLAIN DEVELOPMENT SJTEPLAN iii!,ili 1 I ! I I :11 111 11 ;. ~ ~ 1· •i ~·~ I ! 11 1!1 i • ~ 111 1111 1•!111 ;lil"J . I ~ I • I .. HIGH COUNTRY ENGINEERING, INC. 1•17a...AJO!AY!Ot ... Sl'l!i 101, lllLBNWOOD--, CO 8UIOI PHONE(lr70)-·FAXClt'10)- WWW.Hca:NG.COM .. Ii ~· I ~ ~: .. n~1 ~ n I ,----L ----..... ,, r -............... ,,~ I r I I I I \-_ .... , ..... -' ...... 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PERFIWIMP :-..lf---1------------~ ... ~'---J'---------------mm'.& .. -FUllFUlll '""..,.... ...... __________ ... ____ ... 111.:-_Ml. ______ _ .. _,,,,, ____ _ > ~ • .J t I I •• J Dalen S-.nniulbl1 Sheu Stn11 --i...--·-1.Dpsft\o44hl u,.1(120p,> _,,_.,,. l.Opof(JIJP>) IAJ;mtSIDPI.) Phnt9:N-,v.., 1'l.0Pffl<IOP>l 1.Gpof()l)P>) --t.Sfpc(UmJs) --""'14"'"'~ Shoreline Installation Tht t oncwdng: g:1.tlcl1 outli:llt1 OUttfntnl ttcommendaUofls tor 1nstalilrta Ttnnit's RollMir11-tt1n~ry ancl/01 cietmar.ent RECPs 1!ons shortllne ind Wtim biQik '-PCJlltitJons. Consult the mplt pi'ttern JIM~ (FTsurw 1) fcir fnttfler s~dn11 rt(omrnenditbM ~~Cl ontht bilnk stvtrity. .......... _. ..... SHOR!UN!/STREANBANK INSTALLATION ST[JJS 1. For NSlerlnstall.cion, lower water level from Lewi A to Level Ii befo,e W t1llttion. 1. FrttHUG ~I betor1 lnst:illlng RUP•. tncluOlng Jnv "DCIHs.lJ'V ippllutlon of l!me, fertilizer and seed. See page 7 for SJ1edal requirements whM soll flllfll a waven TRM. l . Bfjin 11. the topof t ht $h0relir\c 17y ~ncl'!Ofin9 tMRECPslfl I Iii ln.(1S<ni) dHp x,ln, (l5cm)w ld1 tl"tf'lchwfth appro!d· mately12 kl. (30 cm) of RHPs ~xter1dl!'d beyood the up:Slope portion or the utncn. Anchor the RECPs witn a rcw of snplH/s~lrH approxfm•U~1y12 In. (30 cm) ap;m In tM1 bottom cf the trench. Backfill and comp ii ct t Ile trenth afttt staplng.. Appl'f !tttd to the rnmiaKti!d sail mil fold 11itrema!nlng:i2 In. (~Ocm) portlon of AE:CP$~kowr the seed aNI com~ed SOil. Secure RECPs <W"comp~ted soll-.Mth a row of st3plts/m11rts SJJ~•d .approxlmuetv 12 kl. (30 cm) apaJt KrOss mr wldtli of tlit RECP1. 4. Aoll AEC.Ps ek:het (A) dawn the shortUn• for long bilnks (top to bet tom) oc (8) horlmnt~ly ~ross theo shordr1e SC250 EROSION FABI sklpt.. RECPs wlll ul"tl'Oll with iilJ!Jltt!CJdile 4de il~~nst the soil SW'fac.eo. Al AECPs must be securefy fastened to sol surlac.e byplXlng ~ta~s:t:ik.H mapproptlate loutloos as shi:wn 1n lht sup~t11~ntm svldt. S. Thi! ed~ of al horlzoot~ and ltt!~I seams mLJSl be stap.'led with approxlm.ately2 ln.~S in. (5 ·12.5 cm)over1ap. In weam~nk appl!utioM, sum ovMaps tl'IOulCI be shingtod In the predomlnint flew direction . '· Thi! edges of tile AECPs •t orbelownonnillwaterlevel must be anchored byplacln! thtRECPslna 12 rn.. (3DcmJ dtf'P x 6 rn. (ls cmJ wfde 1nchor trcncli. Anchor ctie RECPs with 1 raw of mrAes/stillces spilled ilpprox!matety 12 In. (:W cm) ;apart In t:tw l::rl!l1ch. Elackfll ilnd compact the t rench ilftw stilptng (stone orsoll mfY be vsecl ts bldcflfl). F0t lm.un .. - tlon ill ar b~w nanNI Willet kvel use of Shau:M•X-mit on top ot Ule RECPor teote.'kt!Je may be recommended. Bottom ntior uencl'I wi bt tUm'nated Yifltn usln9 ShoreMil:ic mat ~r RECP illoog the t?ottom edg!o. #OTfi ll'ltlf/WtstStllfQWJdft.lom:IOtlft#~Ult.f:fottOl'tfli.olld»tsMC11 OIM«HOt)'IOPIO(M/JINnllffhrRft'PI. CALLADON & SPECS 11.T.I. 6 z PRO.J'ECT NO. a1s101a.oo GR JOINS PANEL 1470 @ REFERENCE ~ MARK RM20 RM39 RM40 RM61 20 21 G A R F I E L D ZONE C ZONE B- ZONE C 29 BRIDGE ZONE C ZONE A2 ZONE B 32 ZONEC JOINS PANEL 1858 NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WITHIN TOWNSHIP 7 SOUTH, RANGE 88 WEST ELEVATION !FT. NGVDI 6127.58 6087.07 6095.44 6135-.10 c ZONE C FREEMAN SJAMES BRIDGE ELEVATION REFERENCE MARl<S DESCRIPTION OF LOCATION U.S. Army Corps of Engineers benchmark comprising a chiseled "X" or. the top of the northwest abutment ot the Highway 133 bridge over the Roaring Fork River near Carbondale. U.S. Coast and Geodetic Survey brass cap in c0ncrete, located 1.6 miles northwest along Denver and Rio Grande Western Railroad from Carbondale Station. 400 feet west of Highway 133 Bridge over Roaring Fork. Brass cap in concrete, located 3 miles north of Carbondale, on east side of Highway 82. Established by Garfield County, A Colorado Department of Highways right-of-way marker approxi- mately 1 foot above ground, located at the north city limits of Carbondale. ZONE C 0 u N T ZONE C y RM61 (f- l ! \ ' ZONE C TOWN OF CARBONDALE ZONE B 6111 l i 11' 1 I 1.11 '' ' ZONE B KEY TO MAP 1 00-Year Flood Boundary --·--·-----·-·--~ Zone Designations 100-Yeai· Flood Boundary - 500-Year Flood Boundary------- Base Flood Elevation Line With Elevation In Feet** ----513--- Base Flood Elevation in Feet Where Uniforrn Wiihin Zone** (EL9871 Elevdtion Reference Mark RM7x Zone D Boundary---~---------- River Mile •Ml.5 **Refe1·enced to the National Geodetic Venical DJ tum O-! 1929 EXPLANATION OF ZONE DESIGNATIONS ZONE EXPLANATION A Areas of 100-year 'flood; base flood elevations and flood hazard factors not determined. AO Special Flood Hazard Areas inundated by types of 100-year shallow flooding where depths are between 1 .0 and 3.0 feet; derths are shown, or area.; of 1 00- year alluvia! fan flooding, depths and ve!ocitit'S shown, but no flood hazard factors are determined. AH Areas of 100-year shallow flooding where depths are between one (1) and three (3) feet_: base tlood elevations are shown, but no flood hazard factors are determined, A1-A30 Areas of 100-year flood; base flood elevations and flood hazard factors determined. A99 Areas of 100-year flood to be protected by flood protection system under construction; base fluocl elevations and flood hazard factors not determined. B Areas between limits of the 100-year flood and 500- year flood; or certain areas subject to 100-year flood- ing with average depths less than one (1) foot 01· where the contributing drainage area is Jess than one square mile; 01· areas protected by levees from th~ base f!ood. (Medium shading) C Areas of minimal flooding. (No shading) D v Areas of undetermined, but possible, flood hazards. Areas of 100-year coastal flood with velocity (wave action); base flood elevations and flood hazard factors not determined. V1-V30 Areas of 100-year coastal flood with velocity (wave action}; base 'flood elevations and flood hazard factors determined. NOTES TO USER Certain areas not in the special floo( 11azard arnas (zor,es A and V} tnJ.y be protected by flood control S• ,;ctures. This map is 1'01· flood insurance pUi'i'<-)ses only; it dues not neccs- sarlfy ~how all areas subject to fluoding in rile cominunity or J.11 planirnet1·ic features outside speci,11 flood hanu·ci areas. For <ldjoining map panels, sec separately prinlecl Index T0 Map Panels. INITIAL lDENTIFJCAT!ON: DECEMBER 15, 1977 f-LOOD HAZARD BOUNDARY MAP RI-. VISIONS: f'LOOD tNSURA:-.lCE RAT[ MA!' rr·1 ~~Cl IV[; DECEMBER 15, 1977 FLOOD INSURANCE RATE MAP Rl::VISIO\JS: Mar revised January 3, 1986 to chang<: flood pi:iin boundarics1 101e de~ignation~, base flood elevJtions, corpora·.c limits, scale, cu:tur,il features, or map forrnat. -lo ;_1,·ii:r:nine if flood insura'lce is <ivail,ibk <n !~;i~ cnrr,;1u-,i1}·, ,-,, :'1..._' your insurance agent, or call the NJl!ut~J: Fiucd !';~:_; ,,0c{; (" · •y11. <tt (800) 638-6620. r\PPROXli'd,\ n:: SC.t\L!-_ i.\ f • ·- 500 0 ':~JC EC:cCI:_·:E.OOrT~~cc:~:.:::: . GARFIELD COUNTY, COLORADO (UNINCORPORATED AREAS) PANEL 1856 OF 1900 (SEE MAP INDEX FOR PANELS NOT PRINTED) COMMUNITY ·PANEL NUMBER 08!1205 1856 B MAP REVISED: JANUARY 3, 1986 Federal Emergency Management Agency NOTES TO USERS This map is for use in administering the National Flood Insurance Program. It does not necessarily identify all areas subject to flooding, particularly from local drainage sources of small size. The community map repository should be consulted for possible updated or additional flood hazard information. To obtain more detailed information in areas where Base Flood Elevations (BFEs) and/or floodways have been determined, users are encouraged to consult the Flood Profiles and Floodway Data and/or Summary of Stillwater Elevations tables contained within the Flood Insurance Study (FIS) Report that accompanies this FIRM. Users should be aware that BFEs shown on the FIRM represent rounded whole-foot elevations. These BFEs are intended for flood insurance rating purposes only and should not be used as the sole source of flood elevation information. Accordingly, flood elevation data presented in the FIS Report should be utilized in conjunction with the FIRM for purposes of construction and/or floodplain management. Coastal Base Flood Elevations shown on this map apply only landward of 0.0' North American Vertical Datum of 1988 (NAVO 88). Users of this FIRM should be aware that coastal flood elevations are also provided in the Summary of stillwater Elevations table in the Flood Insurance Study Report for this jurisdiction. Elevations shown in the Summary of Stillwater Elevations table should be used for construction and/or floodplain management purposes when they are higher than the elevations shown on this FIRM. Boundaries of the floodways were computed at cross sections and interpolated between cross sections. The floodways were based on hydraulic considerations with regard to requirements of the National Flood Insurance Program. Floodway widths and other pertinent floodway data are provided in the Flood Insurance Study Report for this jurisdiction. Certain areas not in Special Flood Hazard Areas may be protected by flood control structures. Refer to Section 2.4 "Flood Protection Measures" of the Flood Insurance study Report for information on flood control structures for this jurisdiction. The projection used in the preparation of this map was Universal Transverse Mercator (UTM) zone 13. The horizontal datum was NAO 83, GRS 1980 spheroid. Differences in datum, spheroid, projection or UTM zones used in the production of FIRMs for adjacent jurisdictions may result in slight positional differences in map features across jurisdiction boundaries. These differences do not affect the accuracy of this FIRM. Flood elevations on this map are referenced to the North American Vertical Datum of 1988. These flood elevations must be compared to structure and ground elevations referenced to the same vertical datum. For information regarding conversion between the National Geodetic Vertical Datum of 1929 and the North American Vertical Datum of 1988, visit the National Geodetic Survey website at http://www.ngs.noaa.gov or contact the National Geodetic Survey at the following address: NGS Information Services NOAA, N/NGS12 National Geodetic Survey SSMC-3, #9202 1315 East-West Highway Silver Spring, Maryland 20910-3282 (301) 713-3242 To obtain current elevation, description, and/or location information for bench marks shown on this map, please contact the lnfonnation Services Branch of the National Geodetic Survey at (301) 713-3242, or visit its website at http://www.ngs.noaa.gov. Base map information shown on this FIRM was derived from NAIP Orthophotograph produced with a one meter ground resolution from photography dated 2009. This map reflects more detailed and up-to-date stream channel configurations than those shown on the previous FIRM for this jurisdiction. The floodplains and floodways that were transferred from the previous FIRM may have been adjusted to conform to these new stream channel configurations. As a result, the Flood Profiles and Floodway Data tables for multiple streams in the Flood Insurance study Report (which contains authoritative hydraulic data) may reflect stream channel distances that differ from what is shown on this map. Corporate limits shown on this map are based on the best data available at the time of publication. Because changes due to annexations or de-annexations may have occurred after this map was published, map users should contact appropriate community officials to verify current corporate limit locations. Please refer to the separately printed Map Index for an overview map of the county showing the layout of map panels; community map repository addresses; and a Listing of Communities table containing National Flood Insurance Program dates for each community as well as a listing of the panels on which each community is located. For information on available products associated with this FIRM visit the Map Service Center (MSC) website at http://msc.fema.gov. Available products may include previously issued Letters of Map Change, a Flood Insurance Study Report, and/or digital versions of this map. Many of these products can be ordered or obtained directly from the MSC website. If you have questions about this map, how to order products, or the National Flood Insurance Program in general, please call the FEMA Map Information eXchange (FMIX) at 1-877-FEMA-MAP (1-877-336-2627) or visit the FEMA website at http://www.fema.gov/business/nfip. NOTICE TO MAP USERS FEMA maintains information about map features, such as street locations and names, in or near designated flood hazard areas. Requests to revise information in or near designated flood hazard areas may be provided to FEMA during the community review period, at the final Consultation Coordination Officer's meeting, or during the statutory 90-day appeal period. Approved requests for changes will be shown on the final printed FIRM. 2510000 FT NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WITHIN RANGE 88 WEST, TOWNSHIP 7 SOUTH. ~ w z <!: "' z 0 ~ 1585000 FT 1580000 FT 39" 24' 22.5" 107" 13' 7.5" LEGEND SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD The 1 % annual chance flood (100-year flood), also known as the base flood, is the flood that has a 1 % chance of being equaled or exceeded in any given year. The Special Flood Hazard Area is the area subj2ct to flooding by the 1 % annual chance flood. Areas of Special Flood Hazard include Zones A, f\.E, AH, AO, AA, A99, V, and VE. The Base Flood Elevation is the water-surface elevation of the 1 % annual chance flood. ZONE A ZONEAE ZONE AH ZONE AO ZONE AR ZONEA99 ZONEV No Base Flood Elevations determined. Base Flood Elevations determined. Flood depths of 1 to 3 feet (usually areas of ponding); Base Flood Elevations determined. Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain), average depths determined For areas of alluvial fan flooding, velocities also determined Special Flood Hazard Areas formerly protected from the 1 % annual chance flood by a flood control system that was subsequently decertified. Zone PR indicates that the former flood control system is being restored to provide protection from the 1 % annual chance or greater flood kea to be protected from 1 % annual chance flood by a Federal flood protection system under construction; no Base Flood Elevations determined. Coastal flood zone with velocity hazard (wave action); no Base Flood Elevations determined. ZONE VE Coastal flood zone with velocity hazard (wave action); Base Flood Elevations determined. WIJdl FLOODWAY AREAS IN ZONE AE The floodway is the channel of a stream plus any adjacent floodplain areas that must be kept free of encroachment so that the 1 % annual chance flood can be carried without substantial increases in flood heights ZONEX ZONEX ZONED OTHER FLOOD AREAS Preas of 0.2% annual chance flood; areas of 1 % annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile, and areas protected by levees from 1 % annual chance flood. OTHER AREAS Preas determined to be outside the 0.2% annual chance floodplain Preas in which flood hazards are undetermined, but possible ~ COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS [' ~ ~: '1 OTHERWISE PROTECTED AREAS (OPAs) CBRS areas and OPf\.s are normally located within or adjacent to Special Flood Hazard Areas. 1 % Annual Chance Floodplain Boundary ••••••••••••• -513- (EL 987) 0.2% Annual Chance Floodplain Boundary Floodway boundary Zone D boundary CBRS and CPA boundary Boundary dividing Special Flood Hazard Area Zones and boundary dividing Special Flood Hazard Areas of different Base Flood Elevations, flood depths, or flood velocities Base Flood Elevation line and value, elevation in feet* Base Flood Elevation value where uniform within zone, elevation in feet* *Referenced to the North American Vertical Datum of 1988 ©------------@ ~ -- ---~ 45° 02' 08", 93° 02' 12" 3100000 FT DX5510 x Cross section line Transect line Geographic coordinates referenced to the North American Datum of 1983 (Nf\D 83) Western Hemisphere 5000-foot ticks Colorado State Plane Central Zone (FIPS Zone 0502), Lambert Conformal Conic projection 1000-meter Universal Transverse Mercator grid values, zone 13 Bench mark (see explanation in Notes to Users section of this FIRM panel) River Mile MAP REPOSITORIES Refer to Map Repositories list on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL For community map revision history prior to countywide mapping, refer to the Community Map History table located in the Flood Insurance Study report for this jurisdiction To determine if flood insurance is available in this community, contact your insurance agent or call the National Flood Insurance Program at 1-800-638-6620 250 0 MAP SCALE 1" = 500' 500 150 0 150 FIRM FLOOD INSURANCE RATE MAP GARFIELD COUNTY, COLORADO AND INCORPORATED AREAS PANEL 1611 OF 2075 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS COMMUNITY NUMBER CARBONDALE, TOVVN OF 080234 1611 1611 ' ' GARFIELD COUNTY 080205 ~ 0-\~I"\)~~ <?-":-0 7-<o 'P "00"' Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. MAP NUMBER 08045C1611 E EFFECTIVE DATE Federal Emergency Management Agency 11 TEMPORARY PERMANENT BIONET ERONET VMAX S150BN SC150BN C125BN P300 SC250 C350 P550 Longevity 12 mo.18 mo.24 mo.Permanent Permanent Permanent Permanent Applications Moderate Flow Channels 3:1-2:1 Slopes Medium Flow Channels 2:1-1:1 Slopes High-Flow Channels 1:1 and Greater Slopes High-Flow Channels 1:1 Slopes High-Flow Channels 1:1 and Greater Slopes High-Flow Channels 1:1 and Greater Slopes Extreme High-Flow Channels 1:1 and Greater Slopes Design Permissible Shear Stress lbs/ft2 (Pa) Unvegetated 1.85 (88) Unvegetated 2.10 (100) Unvegetated 2.35 (112) Unvegetated 3.0 (144) Vegetated 8.0 (383) Unvegetated 3.0 (144) Vegetated 10.0 (480) Unvegetated 3.2 (153) Vegetated 12.0 (576) Unvegetated 4.0 (191) Vegetated 14.0 (672) Design Permissible Velocity ft/s (m/s) Unvegetated 6.00 (1.83) Unvegetated 8.00 (2.44) Unvegetated 10.00 (3.05) Unvegetated 9.00 (2.7) Vegetated 16.0 (4.9) Unvegetated 9.5 (2.9) Vegetated 15.0 (4.6) Unvegetated 10.5 (3.2) Vegetated 20.0 (6.0) Unvegetated 12.5 (3.8) Vegetated 25.0 (7.6) Top Net Leno woven. 100% biodegradable jute fiber 9.30 lbs/1000 ft2 (4.53 kg/100 m2) approx wt Leno woven. 100% biodegradable jute fiber 9.30 lbs/1000 ft2 (4.53 kg/100 m2) approx wt Leno woven. 100% biodegradable jute fiber 9.30 lbs/1000 ft2 (4.53 kg/100 m2) approx wt Heavyweight UV-stabilized polypropylene 5.0 lbs/1000 ft2 (2.44 kg/100 m2) approx wt Heavyweight polypropylene 5.0 lbs/1000 ft2 (2.44 kg/100 m2) approx wt Extra heavyweight polypropylene 8.0 lbs/1000 ft2 (3.91 kg/100 m2) approx wt Ultra heavyweight polypropylene 24.0 lbs/1000 ft2 (11.7 kg/100 m2) approx wt Center Net N/A N/A N/A N/A Ultra heavyweight polypropylene – corrugated 24.0 lbs/1000 ft2 (11.7 kg/100 m2) Ultra heavyweight polypropylene – corrugated 24.0 lbs/1000 ft2 (11.7 kg/100 m2) Ultra heavyweight polypropylene – corrugated 24.0 lbs/1000 ft2 (11.7 kg/100 m2) Fiber Matrix Straw fiber 0.50 lbs/yd2 (0.27 kg/m2) Straw/coconut matrix 70% Straw 0.35 lbs/yd2 (0.19 kg/m2) 30% Coconut 0.15 lbs/yd2 (0.08 kg/m2) Coconut fiber 0.50 lbs/yd2 (0.27 kg/m2) UV-stabilized polypropylene fiber 0.70 lbs/yd2 (0.38 kg/m2) Straw/coconut matrix 70% Straw 0.35 lbs/yd2 (0.19 kg/m2) 30% Coconut 0.15 lbs/yd2 (0.08 kg/m2) Coconut fiber 0.50 lbs/yd2 (0.27 kg/m2) UV-stabilized polypropylene fiber 0.50 lbs/yd2 (0.27 kg/m2) Bottom Net Woven. 100% biodegradable jute fiber 7.70 lbs/1000 ft2 (3.76 kg/100 m2) approx wt Woven. 100% biodegradable jute fiber 7.70 lbs/1000 ft2 (3.76 kg/100 m2) approx wt Woven. 100% biodegradable jute fiber 7.70 lbs/1000 ft2 (3.76 kg/100 m2) approx wt Heavyweight UV-stabilized polypropylene 3.0 lbs/1000 ft2 (1.47 kg/100 m2) approx wt Heavyweight UV-stabilized polypropylene 5.0 lbs/1000 ft2 (2.44 kg/100 m2) approx wt Extra heavyweight polypropylene 8.0 lbs/1000 ft2 (3.91 kg/100 m2) approx wt Ultra heavyweight polypropylene 24.0 lbs/1000 ft2 (11.7 kg/100 m2) approx wt Thread Biodegradable Biodegradable Biodegradable UV-stabilized polypropylene UV-stabilized polypropylene UV-stabilized polypropylene fiber UV-stabilized polypropylene March 18, 2016 Project No. C1189 Jeff Sabo Legacy Homes of Aspen jeff@legacyhomesofaspen.com Subsurface Investigation and Onsite Wastewater Treatment System Design 5970 CR 109 Lot A, Snobble Exemption Garfield County, Colorado Jeff, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 2.438-acre property is located outside of Carbondale, in an area where OW TSs are and wells necessary. High Country Engineering has completed a report dated February 19, 2016, Grading and Erosion Control for Floodplain Development, Project Number 2161012.00. Any previous ALL SERVICE septic design should be discarded and replaced with ALL SERVICE septic design documents dated March 18, 2016. Legal Description: Section: 28 Township: 7 Range: 88 Subdivision: SNOBBLE EXEMPTION Lot: A AMENDED Parcel ID 2939-283-18-001 SITE CONDITIONS A 5-bedroom, single-family residence currently exists on the property and is served by an existing OWTS. There is a desire to remodel the residence, and to upgrade the existing OWTS. A private well exists on the property. The well is located a minimum of 50-feet from the proposed septic tank and a minimum of 100-feet from the proposed soil treatment area (STA). An unlined pond exists to the east of the proposed STA. The pond is located a minimum of 50-feet from the infiltrative area of the proposed STA. A portion of the STA will be located in the flood plain. The infiltrative area will be mounded. Please refer to High Country Engineering report dated February 19, 2016, Grading and Erosion Control for Floodplain Development, Project Number 2161012.00. The proposed STA is relatively flat and is in a natural clearing with native grasses and a few large trees (spruce and cottonwood) located to the south of the proposed STA. Page 2 SUBSURFACE The subsurface was investigated on December 13, 2015 by digging one soil profile test pit excavation (Test Pit). Only one Test Pit was excavated due to the presence of groundwater in the Test Pit. A visual soil analysis was completed by Carla Ostberg at the time of excavation.1 The soil was very wet to saturated, and the existing soil treatment area was encountered. The materials encountered in the Test Pit consisted of dark brown, moist, organic topsoil to 1.5-feet, underlain with medium brown, moist, loamy sand to 3-feet, underlain by a gray, moist to saturated organic horizon (which is likely the existing STA) to 4-feet, underlain by gravel and cobbles to a maximum depth explored of 6-feet. Groundwater entered the pit at approximately 3-feet below grade at the time of excavation. Given the location of the flood plain, the proximity to the river, and time of year, we estimate high seasonal groundwater at the ground surface. STA sizing is based on sand filter material (unlined sand filter). A long term acceptance rate (LTAR) of 1.0 gallons per square foot will be used to design the OWTS, in accordance with Section 43.11 C.c. presented in the Garfield County On-Site Wastewater Treatment System Regulations, adopted April 14, 2014. Test Pit Profile pit Note groundwater entering pit at approx. 3’ 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Backfill, very wet View of profile pit and edge of bank DESIGN SPECIFICATIONS There will be 5-bedrooms in the main house and a detached accessory structure with pluming. The OWTS will be sized based on 6-bedrooms. Design Calculations: 3 bedrooms x 75 gallons/person/day x 2 people/bedroom = 450 + [3 x 75 gal (4th – 6th bedrooms)] = 675 gal/day Septic Tank sizing for 6 bedrooms = 1750 gallons minimum + 250 gallons for pump Sand Filter Material = 1.0 gallons/ SF / day Approximate footprint of infiltrative area = 12’ x 57’ Height of mound = 18” replacement of topsoil layer with sand filter material + 3’ sand filter material + 1’ pipe and gravel + 1’ topsoil = 5’ Approximate footprint of basal area of mound based on height to infiltrative area of 5’ = 27’ x 87’ The installation will include one 2000-gallon septic tank with an Orenco® Biotube Pump Vault and an Orenco® PF5005 pump in the second compartment of the septic tank. The floats should be set to dose approximately 90 gallons each pump cycle. The control panel for the pump must be located within line of sight of the septic tank. Page 4 Effluent will be pressure dosed through a 1.5-inch diameter pump line to a mounded unlined sand filter. The mound will be positioned against the existing 6-foot high bank to blend the mounded area into the topography on the property. The topsoil horizon (18-inches) must be scraped from the base of the 12’ x 57’ mound and replaced with sand filter material. The mound will consist of a minimum of 3-feet of sand filter material above native grade. Sand filter material must be clean, coarse sand, all passing a screen having four meshes to the inch. The sand must have an effective size between 0.25 and 0.60 mm. The uniformity coefficient must be 4.0 or less. Material meeting ASTM 33, for concrete sand, with one percent or less fines passing 200 mesh sieve may be used. Pipes used to disperse the effluent must be surrounded by washed coarse screened gravel or crushed stone. All of the gravel or stone must pass a 2 ½-inch screen and must be retained on a ¾-inch screen. The manifold must be 1.5-inches in diameter. Laterals must be 1.25-inches in diameter with 1/8-inch diameter orifice holes facing down, spaced 3-feet on center. Each 1.25-inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric should be placed over the gravel layer followed by approximately 1-foot of topsoil or other suitable soil able to support vegetative growth. The mound must have a minimum 3:1 slope (horizontal: vertical); therefore, the basal area will extend 15- feet beyond the sand filter on all sides, with the exception of the side of the mound bordered by the existing bank. Proposed disturbed areas below elevation 6088’ are to be armored with All American Green SC250 erosion fabric covered with 3-inches of topsoil and reseeded with native grasses. Reference High Country Engineering report dated February 19, 2016, Grading and Erosion Control for Floodplain Development, Project Number 2161012.00. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the absorption area. No heavy equipment, machinery, or materials should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. Page 5 If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS \ N I I I O' 50' 100' Scale: 1" = 100'=0" ALL ~ ~rn1m1 W --- 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com / --~ ~ // ~~ .... , -.,.. ~ ,.~, ~, - 30----- ~ ......... ___, *· "-... "'*· "'-... ~ rS\_<t.'2-~~~t~ .. 't> -:c. ~ \ ~ / (j) SITE PLAN ·' •M' _, Bazley Residence Lot A, Snobble Exemption Garfield County, Colorado Project Number: C1189 ~ ~ I I I I ~ ~ ~ I ~ r \ \ \ ~ ---• ' ' • ' --~ DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 03/18/16 Date: 03/18/16 Designed By: CBO Reviewed By: RHP Drawn By: ANG W1.0 Sheet 1of4 \/ I ~~·./· ........ ~ .• // .. -... 0.··./····~ .. -'/'> , !' i~ /~/./ / \ ic,.. -,o . <· ( • , ___ "Y"-l-..1-.,.;-y... --~1-1.; '-1~--1- 4" DIA SDR-35 SEWER PIPE _JI ~ .... _,>-/ _,_..., WITH DOUBLE-SWEEP CLEAN OUT . . "!~;. >-;._ ''y, INSPECTION PORT AT "1·">-~ACH CORNER OF STA ... ,.,_ 1 ··-··-··-··-··-.. ·""' '·· ,,,,,. '·· .. '· -''··," i' • ---.1~1--<\ I ·,, I ·,. ---1-1-1~-- ,.1--'~~ ,f r \ /' . ~' \ I' ~ f y~ I. , ... ~ -r"' "' \ ,,~" ;I • K, A, i ~ .L • ~r ,~ i \>-~ .JJI • K' , • _,,.>!', ):/ / 1'-'C' ~ • c>>-, _.#' / ~' ~ . ,.r-,., / ~ "' , , . / "" ,I ,\ '" . ~-<//:) -------- \ · .. j ,,~ / ~ ' ... //--~ ~ '~// ~ ~ 0 ~ ~'-~':' ~' ~MOVE EXISTING SEPTIC REPLACE WITH NEW 2000- TWO-COMPARTMENT, CON SEPTIC TANK WITH 'ORENC SYSTEM u7 Ur _ _,,_I-al-_ __,__,_,__ 1- 1---1-1--1---1-1-1----1-1-1-- ---12' x 57' MOUNDED UNLINED SAND FILTER WITH 3' OF ASTM C-33 CONCRETE SAND ABOVE GRADE .--1.25" DIA SCH-40 PVC LATERALS WITH 1/8" DIA ORIFICE HOLES FACING DOWN AT 3' O.C. END EACH LATERAL IN A 90° LONG SWEEPING ELL FACING UP WITH A BALL VALVE IN A VALVE BOX FOR FLUSHING ~f ,/ ;..4 \1 ,.,·· \4 , ,,, ,• ----(!) ~ 0: ~ r "' I""\ .• '-1-1-1 ---1-1-l--~ ··"" ........ ..... ...... .............. ALL ~ ~rn1m1 W ............ .. .. "' 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com NOTE: SPECIFICATIONS FROM HIGH • COUNTRY ENGINEERING PROJECT NO. 2161012.00, GRADING & EROSION CONTROL FOR FLOOD PLAIN DEVELOPMENT MUST BE FOLLOWED. --t:f- ~ l.LJ (!) fil (2) PROPOSED STA ·' ""' _, Bazley Residence Lot A, Snobble Exemption Garfield County, Colorado Project Number: C1189 '----LINE OF BASAL AREA MIN 3:1 SLOPE AROUND THREE SIDES OF MOUND (MOUND BACKS UP TO EDGE OF BANK) ·l-1-....... 1""'-1-- --1.,.1-1.,.--1-1-1.,. .... _I FLooopLA.IN Date: 03/18/16 Designed By: CBO Reviewed By: RHP Drawn By: ANG W2.0 Sheet 2 of 4 INSPECTION PORT AT ----.... EACH CORNER 57· • I EDGE OF BANK 1.5" DIAM SCH-40 ----- MANIFOLD 1.5" DIAM SCH-40 INLET I 3' 3' CHAMBER EI LINE FROM PUMP I ~ I 1.25" DIA SCH-40 PVC ~ PERFORATED LATERALS SPACED 3' O.C. WITH 1/8" DIA ORIFICE HOLES FACING DOWN EXTENT OF SAND ON - 3' 3' 0 0 12' -15·1 L1s·-i DOWNHILL SIDE 15' L ~ ~ l ~ ~ ~ ~ BASALAREABOUNDARY ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ J '--END EACH LATERAL AT A90° SWEEPING ELL FACING UP WITH A BALL VALVE IN VALVE BOX ACCESSIBLE AT GRADE I 87' I NOTE: SEE SECTION A-A, HIGH COUNTRY ENGINEERING PROJECT NO. 2161012.00 GRADING & EROSION CONTROL FOR FLOODPLAIN DEVELOPMENT PROPOSED DISTURBED AREAS BELOW 6088 TO BE ARMORED WITH ALL AMERICAN GREEN SC250 EROSION FABRIC COVERED WITH 3" TOPSOIL AND RE-SEED WITH NATIVE GRASSES 6088' MIN 1' TOPSOIL 4" DIA SDR-35 -----... INSPECTION PORT AT EACH CORNER OF STA 6087.8' ~ \ 100 YEAR FLOOD PLAIN 6085' NATURAL GRADE GROUNDWATER AT SURFACE 15' 0 ST A PLAN NOT TO SCALE ~-----END EACH LATERAL IN A 90° LONG SWEEPING ELL FACING UP WITH A BALL VALVE IN A VALVE BOX FOR FLUSHING ~--1.25" DIA SCH-40 PVC LATERALS WITH 1/8" DIA ORIFICE HOLES FACING DOWN AT 3' ON CENTER. l--T-------12' -------J,___--i PIPES SPACED 3' ON CENTERS SURFACE OF MOUND EDGE OF BANK ·-SLOPE FOR DRAINAG SWALE FOR DRAINAGE MIN. 1 GEO-FABRIC ·: 4 · . . .4 4 • . 12" DEEP GRAVEL · ... <1 ·. : · .. · 4 SURROUNDING PIPES ASTM C-33 CONCRETE SAND 3' {MIN. 2" COVER OVER PIPES) SAND FILTER MATERIAL SIEVE %PASSING i 100 4 95/100 8 80/100 16 45/85 30 25/60 50 15/60 100 0/4 200 0/2 18" SCRAPE 18" CLAYEY TOPSOIL L__ LAYER AND REPLACE WITH SCARIFY SURFACE SAND OR LOAMY SAND i------------------~27'-------------------i EDGE OF BANK STA SECTION © U-H-MU~ ALL ~ ~rn1m1 W 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Bazley Residence Lot A, Snobble Exemption Garfield County, Colorado Project Number: C1189 Date: 03/18/16 Designed By: CBO Reviewed By: RHP Drawn By: ANG W3.0 Sheet 3 of 4 SLIP-ON PVC CAP-------. DO NOT GLUE INSULATED COPPER TRACER WIRE 4" DIA SDR-35----.. SEWER LINE TO TANK FINISHED GRADE TO HOUSE ® CLEANOUT DETAIL NOT TO SCALE DESIGN 5-BEDROOM RESIDENCE+ DETACHED REC ROOM WITH PLUMBING (75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS) + (3 BEDROOMS x 75 GAL (4th -6th BEDROOMS) = 675 GALLONS TANK: MIN. 1750 GALLON TANK TO SERVE 6 BEDROOMS+ 250 GALLONS FOR PUMP= USE 2000-GALLON, TWO-COMPARTMENT TANK WITH HIGH HEAD PUMP SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (L TAR) =1.0 GAL/ SQ FT CALCULATED STA= Q/LTAR = 675 GAL/ 1.0 GAL/SF= 675 SF PRESSURIZED MOUNDED UNLINED SAND FILTER SLIP-ON PVC CAP DO NOT GLUE SPRINKLER VALVE BOX AT GRADE , FINISHED GRADE ~_.,.._~1~1_m111~~1qq!!!!!!!!l!!""'il"1i~111_~1~1_.,,_~ 4" DIA SDR-35--- INSPECTION PIPE STA FILTER -~ ~C;t)J;j MEDIA 1/4" DIA HOLE DRILLED INTO TWO SIDES OF PIPE FOR VENTILATION (BELOW SLIP ON CAP) ©INSPECTION PORT DETAIL NOT TO SCALE LEGEND f"I topsoil n . . n Ill loamy sand existing STA gravel 1-w w u. I l-a.. w Cl 0 1 2 3 4 5 6 7 8 12 FT X 57 FT WITH 3 FT ASTM C33 SAND FILTER MATERIAL ABOVE GRADE ALL ~ ~rn1m1 W 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Bazley Residence Lot A, Snobble Exemption Garfield County, Colorado Project Number: C1189 FINAL GRADE 7" DIA VALVE BOX WITH SECURED LID ~ 1.5" PVC SLIP X MALE PIPE THREAD ADAPTOR W/CAP l .. ITT' I 'iii' I I 1 .5" DIA BALL VALVE ~--1.5" DIA PVC LONG SWEEP 90° BEND 0 FLUSHING DETAIL NOT TO SCALE SOIL PROFILE TEST PIT ... . .. ... :=:=:= :· .·: · ... DARK BROWN, MOIST, ORGANIC TOPSOIL MEDIUM BROWN, LOAMY SAND GRAY ORGANIC (LIKELY EXISTING STA) GRAVEL GROUNDWATER ENTERING TEST PIT AT TIME OF EXCAVATION ®SOILS LOG NOT TO SCALE Date: 03/18/16 Designed By: CBO Reviewed By: RHP Drawn By: ANG W4.0 Sheet 4 of 4 Pump Selection for a Pressurized System - Single Family Residence Project Lot A, Snobble Exemption / Garfield County, Colorado Parameters Discharge Assembly Size Transport Length Transport Pipe Class Transport Line Size Distributing Valve Model Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 2.00 50 40 1.50 None -10 6 40 1.50 3 56 40 1.25 1/8 3 5 None 0 inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity 0.43 57 24.8 3 1.9 3.9 gpm gpm % fps Frictional Head Losses Loss through Discharge Loss in Transport Loss through Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 1.2 1.8 0.0 0.1 0.2 0.0 0.0 feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Vol of Manifold Vol of Laterals per Zone Total Volume 5.3 0.6 13.1 18.9 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 24.8 1.7 gpm feet 0 10 20 30 40 50 60 70 80 0 20 40 60 80 100 120 140 160 Net Discharge (gpm) PumpData PF5005 High Head Effluent Pump 50 GPM, 1/2HP 115/230V 1Ø 60Hz, 200/230V 3Ø 60Hz PF5007 High Head Effluent Pump 50 GPM, 3/4HP 230V 1Ø 60Hz, 200/230/460V 3Ø 60Hz PF5010 High Head Effluent Pump 50 GPM, 1HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF5015 High Head Effluent Pump 50 GPM, 1-1/2HP 230V 1Ø 60Hz, 200V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: Item# 2000T-2CP-HH 2000 Gallon Top Seam Two Compartment with High Head Pump ------------162"'------------ DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 87. 75 ft2 • f'c @ 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • Secondary safety screen available with PVC riser ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL o' -0 11 3' -o" utyl Rubber Sealant • • + ~· 4 II . ... .. ··~ : . ·. . ... •.. ..• . . • . •t ... , . ..;· ··. : .· .. 1· -o" 3 1 -0 11 2' -O" 4' -O" 3' -O" 4' -O" DRY 4' -o" *SeNice contracts available for maintenance* Digging Specs Invert Dimensions Min. 15' Long x 8' Wide Inlet Outlet Length Width Height 56" below inlet 56" 73" 162" 78" 92" Pump: • Lowara TSS and lmprtJV88 affluent quality 1o field • Easiest pump system 1o maintain on the market • Complete installation (wiring, panel, mounting and start-up procaduras) • Complete wananty Net Capacity Net Weight Inlet Side Outlet Total Lid Tank 1559 gal 507 gal 2066 gal 5420 lbs 15530 lbs Wallar& o VALLEY 0 PRBCAST, lac. -;, 7 II Section View Total 21150 lbs Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 1 of 4 Biotube® ProPak Pump Package™ Technical Data SheetOrenco® 60-Hz Series Pump Packages General Orenco’s Biotube® ProPak™ is a complete, integrated pump package for filtering and pumping effluent from septic tanks. And its patented pump vault technology eliminates the need for separate dosing tanks. This document provides detailed information on the ProPak pump vault and filter, 4-in. (100-mm) 60-Hz turbine effluent pump, and control panel. For more information on other ProPak components, see the following Orenco technical documents: • Float Switch Assemblies (NSU-MF-MF-1) • Discharge Assemblies (NTD-HV-HV-1) • Splice Boxes (NTD-SB-SB-1) • External Splice Box (NTD-SB-SB-1) Applications The Biotube ProPak is designed to filter and pump effluent to either gravity or pressurized discharge points. It is intended for use in a septic tank (one- or two-compartment) and can also be used in a pump tank. The Biotube ProPak is designed to allow the effluent filter to be removed for cleaning without the need to remove the pump vault or pump, simpli- fying servicing. Complete packages are available for on-demand or timed dosing sys- tems with flow rates of 20, 30, and 50-gpm (1.3, 1.9, and 3.2 L/sec), as well as with 50 Hz and 60 Hz power supplies. Standard Models BPP20DD, BPP20DD-SX, BPP30TDA, BPP30TDD-SX, BBPP50TDA, BPP50TDD-SX Product Code Diagram Biotube® ProPak™ pump package components. 4-in. (100-mm) turbine effluent pump Pump motor Pump liquid end Pump vault Support pipe Discharge assembly Float collar Float stem Floats Float bracket Biotube® filter cartridge Vault inlet holes External splice box (Optional; internal splice box comes standard.) Riser lid (not included) Riser (not included) Control panel BPP Pump flow rate, nominal: 20 = 20 gpm (1.3 L/sec) 30 = 30 gpm (1.9 L/sec) 50 = 50 gpm (3.2 L/sec) Control panel application: DD = demand-dosing TDA = timed-dosing, analog timer TDD = timed dosing, digital timer, elapsed time meter & counters Standard options: Blank = 57-in. (1448-mm) vault height, internal splice box, standard discharge assembly 68 = 68-in. (1727-mm) vault height SX = external splice box CW = cold weather discharge assembly DB = drainback discharge assembly Q = cam lock MFV = non-mercury float - Biotube® ProPak™ pump vault Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 2 of 4 ProPak™ Pump Vault Materials of Construction Vault body Polyethylene Support pipes PVC Dimensions, in. (mm) A - Overall vault height 57 (1448) or 68 (1727) B - Vault diameter 17.3 (439) C - Inlet hole height 19 (475) D - Inlet hole diameter (eight holes total) 2 (50) E - Vault top to support pipe bracket base 3 (76) F - Vault bottom to filter cartridge base 4 (102) ProPak™ pump vault (shown with Biotube filter and effluent pump) Biotube® Filter Cartridge Materials of Construction Filter tubes Polyethylene Cartridge end plates Polyurethane Handle assembly PVC Dimensions, in. (mm) A - Cartridge height 18 (457) B - Cartridge width 12 (305) Performance Biotube® mesh opening 0.125 in. (3 mm)* Total filter flow area 4.4 ft2 (0.4 m2) Total filter surface area 14.5 ft2 (1.35 m2) Maximum flow rate 140 gpm (8.8 L/sec) *0.062-in. (1.6-mm) filter mesh available Biotube® filter cartridge (shown with float switch assembly) AA D E B B C E Technical Data Sheet Orenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 3 of 4 Pump Curves Pump curves, such as those shown here, can help you determine the best pump for your system. Pump curves show the relationship between flow (gpm or L/sec) and pressure (TDH), providing a graphical representation of a pump’s performance range. Pumps perform best at their nominal flow rate, measured in gpm or L/sec. 4-in. (100-mm) Turbine Effluent Pumps Orenco’s 4-in. (100 mm) Turbine Effluent Pumps are constructed of lightweight, corrosion-resistant stainless steel and engineered plastics; all are field-serviceable and repairable with common tools. All 60-Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, and meet UL requirements. Power cords for Orenco’s 4-in. (100-mm) turbine effluent pumps are Type SOOW 600-V motor cable (suitable for Class 1, Division 1 and 2 applications). Materials of Construction Discharge: Stainless steel or glass-filled polypropylene Discharge bearing: Engineered thermoplastic (PEEK) Diffusers: Glass-filled PPO Impellers: Acetal (20-, 30-gmp), Noryl (50-gpm) Intake screens: Polypropylene Suction connection: Stainless steel Drive shaft: 300 series stainless steel Coupling: Sintered 300 series stainless steel Shell: 300 series stainless steel Lubricant: Deionized water and propylene glycol Specifications Nom. flow, Length Weight Discharge Impellers gpm (L/sec) in. (mm) lb (kg) in., nominal 1 20 (1.3) 22.5 (572) 26 (11) 1.25 4 30 (1.9) 21.3 (541) 25 (11) 1.25 3 50 (3.2) 20.3 (516) 27 (12) 2.00 2 Performance Nom. flow, hp (kW) Design Rated Min liquid gpm (L/sec) flow amps cycles/day level, in. (mm) 2 20 (1.3) 0.5 (0.37) 12.3 300 18 (457) 30 (1.9) 0.5 (0.37) 11.8 300 20 (508) 50 (3.2) 0.5 (0.37) 12.1 300 24 (610) 1 Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect discharge assemblies to metric-sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® ProPak™ Pump Vault. 10 20 30 40 6050 70 0.63 1.26 1.89 2.52 3.793.15 4.42 140 120 100 80 60 40 20 Flow in gallons per minute (gpm) Flow in liters per second (L/sec) To ta l d y n a m i c h e a d ( T D H ) i n f e e t To ta l d y n a m i c h e a d ( T D H ) i n m e t e r s PF 500511 43 37 30 24 18 12 6 PF 200511 PF 300511 Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-BPP-1 Rev. 1.2, © 08/14 Page 4 of 4 AUTO OFF MAN NN1 Control Panel (Demand Dose) Orenco’s ProPak™ demand dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as demand dosing from a septic tank into a conventional gravity drainfield. Materials of Construction Enclosure UV-resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz 1. Motor-start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 2. Circuit 120 V, 10 A, OFF/ON switch, Single pole breakers 3. Toggle switch Single-pole, double-throw HOA switch, 20 A 4. Audio alarm 95 dB at 24 in. (600 mm), warble-tone sound, UL Type 4X 5. Audio alarm 120 V, automatic reset, DIN rail mount silence relay 6. Visual alarm 7/8-in. (22-mm) diameter red lens, “Push-to-silence,” 120 V LED, UL Type 4X Control Panel (Timed Dose) Orenco’s ProPak timed dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as timed dosing from a septic tank into a pressurized drainfield or mound. Analog or digital timers are available. Materials of Construction Enclosure UV-resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5 (240) C - Depth 5.4 (135) Specifications Panel ratings 120 V, 3/4 hp (0.56 kW), 14 A, single phase, 60 Hz Dual-mode Programmable for timed- or demand-dosing (digital timed-dosing panels only) 1a. Analog timer 120 V, repeat cycle from 0.05 seconds to 30 (not shown) hours. Separate variable controls for OFF and ON time periods 1b. Digital timer 120-V programmable logic unit with built-in LCD (shown below) screen and programming keys. Provides control functions and timing for panel operation 2. Motor-start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 3. Circuit breakers 120 V, 10 A, OFF/ON switch. Single pole 120 V 4. Toggle Switch Single-pole, double-throw HOA switch, 20 A 5. Audio alarm 95 dB at 24 in. (600 mm), warble-tone sound, UL Type 4X 6. Visual alarm 7/8-in. (22-mm) diameter red lens, “Push-to-silence”, 120 V LED, UL Type 4X Control panel, demand-dose Control panel, timed-dose (digital timer model shown) 1b 2 3 4 56 1 2 3 4 5 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 1 of 6 PF Series 4-inch (100-mm) Submersible Effluent Pumps Technical Data SheetOrenco® Applications Our 4-inch (100-mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion-resistant stainless steel and engineered plastics; all are field- serviceable and repairable with common tools; and all 60-Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco’s Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotube® pump vault or after a secondary treatment system. Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run-dry capability with no deterioration in pump life or performance* • Patented 1⁄8-inch (3-mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI-SEAL™ floating impeller design on 10, 15, 20, and 30 gpm (0.6, 1.0, 1.3, and 1.9 L/sec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 L/sec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship * Not applicable for 5-hp (3.73 kW) models Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call Orenco. Product Code Diagram PF - Nominal flow, gpm (L/sec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) Pump, PF Series Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Voltage, nameplate: 1 = 115* 200 = 200 2 = 230† 4 = 460 Horsepower (kW): 03 = 1⁄3 hp (0.25) 05 = ½ hp (0.37) 07 = ¾ hp (0.56) 10 = 1 hp (0.75) 15 = 1-½ hp (1.11) 20 = 2 hp (1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) Cord length, ft (m):‡ Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) * ½-hp (0.37kW) only †220 volts for 50 Hz pumps ‡Note: 20-foot cords are available only for single-phase pumps through 1-½ hp Franklin Super Stainless Motor Franklin Liquid End Discharge Connection Bypass Orifice Suction Connection LR80980 LR2053896 Powered by Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 2 of 6 Specifications, 60 Hz Pump Model PF100511 10 (0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 ¼ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 10 (0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 ¼ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10 (0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 ¼ in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 4, 5 10 (0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 ¼ in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF10073200 4, 5 10 (0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 ¼ in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 5, 6 10 (0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 ¼ in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 5, 6 10 (0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 ¼ in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5, 6, 7, 8 10 (0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 ¼ in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5, 6, 8 10 (0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 ¼ in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 5, 6, 8 10 (0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 ¼ in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15 (1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 ¼ in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15 (1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 ¼ in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20 (1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 ¼ in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20 (1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 ¼ in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20 (1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 ¼ in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4, 5 20 (1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 ¼ in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4, 5 20 (1.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 ¼ in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4, 5 20 (1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 ¼ in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4, 5 20 (1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 ¼ in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30 (1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 ¼ in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30 (1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 ¼ in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30 (1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 ¼ in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30 (1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 ¼ in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30 (1.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 ¼ in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301012 4 30 (1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 ¼ in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30 (1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 ¼ in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4, 5 30 (1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 ¼ in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4, 5 30 (1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 ¼ in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4, 5 30 (1.9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 ¼ in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5, 6, 7 30 (1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 ¼ in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5, 6 30 (1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 ¼ in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5, 6, 7, 8 30 (1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 ¼ in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5, 6, 8 30 (1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 ¼ in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5, 6, 7, 8 30 (1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 ¼ in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5, 6, 8 30 (1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 ¼ in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5, 6, 8 30 (1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 ¼ in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50 (3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 50 (3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50 (3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 50 (3.2) 0.50 (0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50 (3.2) 0.50 (0.37) 3 460 480 1.5 1.5 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500712 50 (3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50 (3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50 (3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300 De s i g n g p m (L / s e c ) Ho r s e p o w e r (k W ) Ph a s e Na m e p l a t e vo l t a g e Ac t u a l v o l t a g e De s i g n f l o w am p s Ma x a m p s Im p e l l e r s Di s c h a r g e s i z e an d m a t e r i a l 1 Le n g t h , i n . ( m m ) Mi n . l i q u i d l e v e l , 2 in . ( m m ) We i g h t , 3 l b ( k g ) Ra t e d c y c l e s / d a y Technical Data Sheet Orenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 3 of 6 Specifications, 60 Hz (continued) Pump Model PF500734 50 (3.2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501012 50 (3.2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF50103200 50 (3.2) 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF501034 50 (3.2) 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50 (3.2) 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 PF501532004 50 (3.2) 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 PF503012 4, 5, 7, 8 50 (3.2) 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200 4, 5, 8 50 (3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 PF503034 4, 5, 8 50 (3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 5,6,7,8 50 (3.2) 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 PF505032 5,6,7,8 50 (3.2) 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 PF751012 75 (4.7) 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 PF751512 75 (4.7) 1.50 (1.11) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 10 (0.6) 0.50 (0.37) 1 220 230 3.9 4.1 6 1 ¼ in. GFP 23.0 (584) 17 (432) 26 (12) 300 PF100752 4, 5 10 (0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 ¼ in. GFP 26.8 (658) 17 (432) 30 (14) 300 PF101552 5, 6 10 (0.6) 1.50 (1.11) 1 220 230 10.5 11.4 18 1 ¼ in. SS 39.5 (1003) 22 (559) 46 (21) 300 PF300552 30 (1.9) 0.50 (0.37) 1 220 230 4.1 4.1 4 1 ¼ in. GFP 22.5 (572) 19 (483) 26 (12) 300 PF300752 30 (1.9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 ¼ in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301052 30 (1.9) 1.00 (0.75) 1 220 230 7.4 7.4 7 1 ¼ in. GFP 28.4 (721) 20 (508) 32 (15) 100 PF301552 4, 5 30 (1.9) 1.50 (1.11) 1 220 230 9.3 9.3 8 1 ¼ in. GFP 35.4 (899) 24 (610) 40 (18) 100 PF500552 50 (3.2) 0.50 (0.37) 1 220 230 4.0 4.0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 300 PF500752 50 (3.2) 0.75 (0.56) 1 220 230 6.3 6.4 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF501052 50 (3.2) 1.00 (0.75) 1 220 230 7.3 7.4 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF501552 50 (3.2) 1.50 (1.11) 1 220 230 9.1 9.1 5 2 in. SS 32.5 (826) 30 (762) 42 (19) 100 PF751052 75 (3.2) 1.00 (0.75) 1 220 230 7.3 7.3 4 2 in. SS 30.0 (762) 27 (686) 34 (15) 100 1 GFP = glass-filled polypropylene; SS = stainless steel. The 1 ¼-in. NPT GFP discharge is 2 7⁄8 in. octagonal across flats; the 1 ¼-in. NPT SS discharge is 2 1⁄8 in. octagonal across flats; and the 2-in. NPT SS discharge is 2 7⁄8 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric-sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco for more information. 3 Weight includes carton and 10-ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam-lock option (Q) on discharge assembly. 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) required for this pump. Contact Orenco. 8 Torque locks are available for all pumps, and are supplied with 3-hp and 5-hp pumps. De s i g n g p m (L / s e c ) Ho r s e p o w e r (k W ) Ph a s e Na m e p l a t e vo l t a g e Ac t u a l v o l t a g e De s i g n f l o w am p s Ma x a m p s Im p e l l e r s Di s c h a r g e s i z e an d m a t e r i a l 1 Le n g t h , i n . ( m m ) Mi n . l i q u i d l e v e l , 2 in . ( m m ) We i g h t , 3 l b ( k g ) Ra t e d c y c l e s / d a y Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 4 of 6 Materials of Construction Discharge Glass-filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass-filled PPO (Noryl GFN3) Impellers Celcon® acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture-free windings. All thrust absorbed by Kingsbury-type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1.11 kW) have built-in thermal overload protection, which trips at 203-221˚ F (95-105˚ C). Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or L/sec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump’s optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco’s PumpSelect™ software. Pump Curves, 60 Hz Models T ot a l d y n a m i c h e a d ( T D H ) i n f e e t Flow in gallons per minute (gpm) 24 81012141660 800 700 600 500 400 300 200 100 PF1005-FC w/ ¼" flow controller PF10 Series, 60 Hz, 0.5 - 2.0 hp PF1007 PF1010 PF1020 PF1005 T ot a l d y n a m i c h e a d ( T D H ) i n f e e t Flow in gallons per minute (gpm) 36 12 15 18 21 2490 160 140 120 100 80 60 40 20 0 PF1503 PF15 Series, 60 Hz, 0.3 hp Technical Data Sheet Orenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 5 of 6 T ot a l d y n a m i c h e a d ( T D H ) i n f e e t Flow in gallons per minute (gpm) 5102025303540150 400 350 300 250 200 150 100 50 0 PF2005 PF2010 PF2015 PF20 Series, 60 Hz, 0.5 - 1.5 hp T ot a l d y n a m i c h e a d ( T D H ) i n f e e t Flow in gallons per minute (gpm) 510202530354045150 800 900 700 600 500 400 300 200 100 0 PF3005 PF3007 PF3010 PF3015 PF3020 PF3030 PF3050 PF30 Series, 60 Hz, 0.5 - 5.0 hp T ot a l d y n a m i c h e a d ( T D H ) i n f e e t Flow in gallons per minute (gpm) 450 400 350 300 250 200 150 100 50 0 10 02040506070809030 PF5050 PF5030 PF5015 PF5010 PF5007 PF5005 PF50 Series, 60 Hz, 0.5 - 5.0 hp T ot a l d y n a m i c h e a d ( T D H ) i n f e e t Flow in gallons per minute (gpm) 10 20 40 50 60 70 80 90 100300 80 90 100 70 60 50 40 30 20 10 0 PF75 Series, 60 Hz, 1.0 - 1.5 hpPF7515 PF7510 60 Hz Models (continued) Technical Data SheetOrenco® Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 6 of 6 To ta l d y n a m i c h e a d ( T D H ) i n m e t e r s To ta l d y n a m i c h e a d ( T D H ) i n f e e t , n o m i n a l Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.90.80.70.60.50.40.30.20.10 13119.57.96.34.83.21.6 120 100 80 60 40 20 0 160 180 140 394 328 262 197 131 66 525 459 PF100552 PF100752 PF101552 PF1005-FC w/ 6mm flow controller PF10 Series, 50 Hz, 0.37 - 1.11 kW To ta l d y n a m i c h e a d ( T D H ) i n m e t e r s To ta l d y n a m i c h e a d ( T D H ) i n f e e t , n o m i n a l Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.8 1.2 1.6 2.0 2.40.40 13 19 25 326.3 60 80 100 120 40 20 0 197 262 328 131 66 PF301552 PF301052 PF300752 PF300552 PF30 Series, 50 Hz, 0.37 - 1.11 kW T ot a l d y n a m i c h e a d ( T D H ) i n m e t e r s T ot a l d y n a m i c h e a d ( T D H ) i n f e e t , n o m i n a l Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.5 1.0 2.0 2.5 3.0 3.5 4.0 4.51.50 7.9 16 32 40 48 56 6324 40 45 35 30 25 20 15 10 5 0 131 115 98 82 66 49 33 16 PF501552 PF501052 PF500752 PF500552 PF50 Series, 50 Hz, 0.37 - 1.11 kW T ot a l d y n a m i c h e a d ( T D H ) i n m e t e r s T ot a l d y n a m i c h e a d ( T D H ) i n f e e t , n o m i n a l Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 0.6 1.2 2.4 3.0 3.6 4.2 5.44.8 6.01.80 10 19 4838 57 67 76 8629 27 30 24 21 18 15 12 9 6 3 0 89 79 69 59 49 39 30 20 PF751052 PF75 Series, 50 Hz, 0.75 kW Pump Curves, 50 Hz Models 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 Telephone (970) 945-8676 - Fax (970) 945-2555 An Employee-Owned Company The following information is submitted as an addendum to the Floodplain Review Narrative submittal For the Lot A, Snobble Floodplain Development for an OWTS. In reference to the floodplain Datums- All of the site plans and mapping associated with the proposed OWTS location are referenced to the 2011 FEMA Mapping which uses the North American Datum 1988. The 1986 mapping references the 1929 North American Datum. There is approximately 4’ difference between the datums. The surveyed elevations on the site plan and contours reference the 1988 datum. Specifically to section 4-109 items C 1-10 we have the following comments following each item from the code. 1. The danger to life and property due to flooding or erosion damage; The OWTS is located accessed via the hillside and is elevated out of the floodplain. We have protected the slopes that project into the floodplain with a permanent erosion control fabric. The danger to life and property should be no more or less than the current danger living next to a floodplain. 2. The susceptibility of the proposed facility and its contents to flood damage and the effect of such damage on the individual owner; If flooding reaches the OWTS it will be approaching 100 year flooding some surface damage down to the erosion fabric may occur, and would also occur with native grade. Minor surface grading and re-vegetation may be required. This would also be required without the addition of the OWTS. 3. The danger that materials may be swept onto other lands to the injury of others; The erosion control fabric will protect the field components from being swept away. 4. The compatibility of the proposed use with existing and anticipated development; The OWTS is in a location where additional development is not anticipated. 5. The safety of access to the property in times of flood for ordinary and emergency vehicles; The location of the floodplain development does not impact access. Land Surveying Civil Engineering April 13, 2016 Project No. 2161012.00 Page 2 of 4 6. The costs of providing governmental services during and after flood conditions, including maintenance and repair of streets and bridges, and public utilities and facilities such as sewer, gas, electrical, and water systems; No governmental services would be impacted. 7. The expected heights, velocity, duration, rate of rise, and sediment transport of the flood waters and the effects of wave action, if applicable, expected at the site; The extent of the 100 year flooding would create velocities less than 10 feet per second at the edges of the floodplain where this impact is located. The duration of the impact is likely less than 24 hours, but could occur daily for many days at some level. During this period with velocities and wave action there likely will be erosion of the soil above the erosion fabric. 8. The necessity to the facility of a waterfront location, where applicable; The necessity of placing the OWTS at this location is due to the size of the property and the limited options for locating the system out of the floodplain. 9. The availability of alternative locations, not subject to flooding or erosion damage, for the proposed use; and 10. The relationship of the proposed use to the Comprehensive Plan for that area. The necessity of placing the OWTS at this location is due to the size of the property and the limited options for locating the system out of the floodplain. The Comprehensive Plan for this location is residential medium density and there is very little impact to development with the placement of an OWTS. From Section 3-301 Section B 8. On-site waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding. The OWTS has been located as far out of the floodplain as possible maintaining the proper setbacks. We are also proposing that the elevation of the infiltrative surface be 1.2’ above floodplain elevation. The system is also located downstream of an elevated area out of the floodplain that will create an eddy which will slow the velocities significantly at the OWTS location. Effectively the OWTS will be completely out of the floodplain after it is constructed. From Section 3-301 Section E 3. Adequate drainage paths around structures are required to guide flood waters around and away from proposed structures. Drainage shall not adversely impact adjacent properties. The location of the OWTS essentially removes a small section out of the floodplain and would potentially slow the velocities just downstream and on the adjacent property. This April 13, 2016 Project No. 2161012.00 Page 3 of 4 area as described previously is downstream of a small section that is already raised out of the floodplain. Redirected drainage around the OWTS flows onto the applicants’ property and into the floodplain. There are no expected impacts to adjacent property. From Section 4-203 Section O: 1. Floodplain Specific Site Plan. The Applicant shall submit a Site Plan with specific information pertaining to the SFHA and shall include the following elements. The Floodplain Administrator may require, or the Applicant may choose to submit, a more detailed version of all or part of the Site Plan. Any elevation information shall be provided in the North American Vertical Datum of 1988. a. Base Flood boundary and water surface elevations; Shown on GR Sheets. b. Floodway boundary; Shown on GR Sheets. c. Channel of water course; Shown on GR Sheets. d. Existing and proposed topographic contours shown at vertical intervals of no greater than 2 feet; Shown on GR Sheets. e. Elevation of the Lowest Floor, including Basement and garage, or each existing and proposed structure; Elevations of OWTS system components are Shown on GR Sheets. f. Proposed elevations to which structures will be flood-proofed; All components are placed above flood elevations. Elevations of OWTS system components are Shown on GR Sheets. g. Existing and proposed location, dimension, and elevation of proposed landscape alterations, structures, streets, water supply and any sanitation facilities; Shown on GR Sheets. April 13, 2016 Project No. 2161012.00 Page 4 of 4 h. Boundaries and total land area of existing and proposed impervious surfaces, including structures; and None proposed. i. Location of existing water supply ditches, irrigation ditches and laterals. None in this vicinity. 2. A certificate from a qualified professional engineer or architect that the nonresidential flood-proofed structure shall meet the flood-proofing criteria in section 3-301.C.2., Specific Standards for Nonresidential Construction. N/A 3. An elevation certificate from a qualified professional surveyor, engineer or architect that certifies that all residential construction and mechanical equipment will be at least 1 foot above BFE. N/A 4. Description of the extent to which any watercourse or natural drainage will be altered or relocated as a result of proposed development. The floodplain will get slightly narrower in this section. 5. An engineer’s report completed by a qualified professional engineer experienced in hydrology or hydraulics, using a methodology acceptable to FEMA or the CWCB, that address the standards in section 3-301.B-G. of this Code. The pertinent section E was referenced above. Roger Neal, PE 29975