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HomeMy WebLinkAbout1.00 General Application Materialsi=G 'iarfield County Community Development Department 108 gth Stre et, Suite 401 Glenwood Spr ings, CO 81601 (970) 945-8212 www.garfield-county.com TYP E O F APPLICATION ~ Ad m inistrative Rev iew I I Li m ited Im pa ct Rev iew D Maj o r Impact Rev iew Am end ments to an Approved LUCP □uR □M I R □s u p D M inor Tempor ary Hous ing Faci lity D Vacation of a Cou nty Road/Public ROW D Loca t ion and Extent Rev iew D Comp rehensive Plan Am end m en~ D Pipeline Deve lopmen t I I Oil & Gas Development D Ti me Ext ension (a lso c heck t ype of origin al appl ica t ion) INVOLVED PARTIES Owner/ Applica nt □ □ □ LAND USE CHANGE PERMIT APPLICATION FORM Development in 100-Year Fl oodplain Development in 100-Yea r Flood p lain Va riance Code Text Amendment Rezo n ing D Zone District O PUD O PUD Amend m ent D Adm in ist rative Interpret ation D Ap peal of Adm in ist rative Interpret at ion D Areas and Activities of Sta t e Interest D Acco m modation Pu rsuant t o Fa ir Housing Act □va riance D Oil & Gas Development Amend ment D Ce rtifica t e of Designation Name: l Q.vi ""V\ d. ~~-12+,n ~YY\o..V, Phone: ( cno ) eii a:,, ~ ~\.,\ Mail ing Address : 5<33 Cuyh¾ \2:9 &..d :;)37 City : s ·1 1+ State: lo Zip Code : <i'.<l \ll c;;;z E-ma il: k.-V' ·, ± ~ ~ e. \1-lo-t-~.,._i l . ,;.,ofr'.l Representative (Authorization Required) Name: Phone: ( ) Mailing Address : City: State: Zip Code: E-mai l: PROJ ECT NAME AND LOCATION Project Name: ~fY\GlV'I $:CC QVJ cl Q\.j 1'we-\l1vt7) \JV\·,± Asse ssor's Parce l Number: _J:._ _L L -, -~ -1L i -_o_ _a._ -_Q_ .:J_ ...o._ Physical/Street Address : 5!3::?l (,UVV'l~ ~c,AL:I '.(!~, S i I+ ... c.o a:lu S~ Legal Descript ion: Tow n::,\,-. p 5 SOLl'l-n t 14A "'!;) e q;,_ wes-r ~ --tYle La ,t-YI ~./'v\. S:fc...1:J oY'\ -z,h : Sw •1~ tvw •1~ N W '/!!. ~~~-•~'5"->t:i : .1t-n-t 1-e1r =z Q vC-0,;,.n{ Tract-: ~ Garfield County Land Explorer Parcel Physical Address Owner Account Num Mailing Address 212735108001 132 ODIN DR SILT CHARLESWORTH, JOHN ERIC & TARA R200095 132 ODIN DRIVE SILT, CO 81652 212735108004 350 RAINBOW DR SILT MOON, IVAN V & TALLY R R200023 350 RAINBOW DRIVE SILT, CO 81652 212735108007 248 RAINBOW CT SILT DUFF, ROBERT A & KELLY A R200145 PO BOX 183 SILT, CO 81652 212736200069 1157 237 COUNTY RD SILT BOGAN, KEVIN J & KIMBERLY D R084215 1157 HARVEY GAP ROAD SILT, CO 81652 212736200070 833 237 COUNTY RD SILT BYMAN, IAN D & KRISTIN E R084278 833 COUNTY ROAD 237 SILT, CO 81652 212736200071 1159 237 COUNTY RD SILT BURKETT FAMILY TRUST R084279 1159 COUNTY ROAD 237 SILT, CO 81652 212736200076 827 237 COUNTY RD SILT KENNEY, MICHAEL R084397 PO BOX 122 SILT, CO 81652 212736202001 837 237 COUNTY RD SILT TROFHOLZ, SAGE & KEBRA R085469 1805 ANVIL VIEW AVENUE RIFLE, CO 81650 212736202003 831 237 COUNTY RD SILT ROSE, STEPHANI N R085471 831 COUNTY ROAD 237 SILT, CO 81652 212736300074 829 237 COUNTY RD SILT VASQUEZ, EDUWIGES & ARVIZO LOZOYA, ROSALIA R084350 829 COUNTY ROAD 237 SILT, CO 81652 Glenwood Springs Branch 1322 Grand Avenue Glenwood Springs, Colorado 81601 Telephone: (970) 945-4444 Facsimile: (970) 945-4449 March 23, 2026 Re: Mineral Owners Letter To whom it may concern: We examined mineral reservations and subsequent transfers of any said interests as reflected in recorded documents in the Garfield County Clerk and Recorder’s Office and our title plant for the following parcel owned by Ian D. Byman and Kristin E. Byman: Township 5 South, Range 92 West of the 6th P.M.: Section 36: SW1/4NW1/4NW1/4 Also Described as Tract 9 Antlers Orchard Development Plat Number 1, recorded as Reception No. 37488. As appears from the recorded documents in the Garfield County Clerk and Recorder’s Office we examined for the above described parcel, and subject to reservations, exceptions and conditions contained in the United States Patent, easements, rights of way, liens, encumbrances, rights of parties in possession, liens, if any, of mechanics and materialmen, zoning and subdivision regulations, and any state of facts which an accurate survey would disclose, title to the minerals is vested in the following: Mineral Rights Owner Address as shown on the most recent recorded instrument or Assessor’s Site Ian D. Byman and Kristin E. Byman 833 County Road 237 Silt, Colorado 81652 C.R.S. § 24-65.5-103 requires that an applicant notify a mineral estate owner who either (1) is identified as such by the county tax assessor’s records; or (2) has filed in the Clerk and Recorder a request for notification. If such records do not identify any mineral estate owners, including their addresses of record, “the applicant shall be deemed to have acted in good faith and shall not be subject to further obligations....” We researched the Garfield County Clerk and Recorder’s index of mineral owner requests for notification per C.R.S. § 24-65.5-103(a)(I)(B) and confirmed that no mineral owner for the subject property has filed a request for notification. We also confirmed with the Garfield County Assessor’s Office that their records do not list any active or inactive mineral owners and that there are no separate tax accounts for mineral owners on the above parcel. Commonwealth Title Company of Garfield County, Inc. 127 East 5th Street Rifle, Colorado 81650 Telephone: (970) 625-3300 Facsimile: (970) 625-3305  Page 2 March 23, 2026 Although we deem this information to be reliable, it is not to be construed as an abstract of title, nor an opinion of title, nor a guaranty of title, and the Companies’ liability is limited to the amount paid for the examination. The effective date of this title analysis is March 17, 2026. If you have any questions regarding this analysis, please contact me. Sincerely, Patrick P. Burwell Patrick P. Burwell American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 1 of 9 ALTA COMMITMENT FOR TITLE INSURANCE issued by COMMONWEALTH LAND TITLE INSURANCE COMPANY NOTICE IMPORTANT – READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY’S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I – Requirements; Schedule B, Part II – Exceptions; and the Commitment Conditions, Commonwealth Land Title Insurance Company, a(n) Florida corporation (the “Company”), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Amount of Insurance and the name of the Proposed Insured. If all of the Schedule B, Part I – Requirements have not been met within 180 days after the Commitment Date, this Commitment terminates and the Company’s liability and obligation end. COMMITMENT CONDITIONS 1.DEFINITIONS a. “Discriminatory Covenant”: Any covenant, condition, restriction, or limitation that is unenforceable under applicable law because it illegally discriminates against a class of individuals based on personal characteristics such as race, color, religion, sex, sexual orientation, gender identity, familial status, disability, national origin, or other legally protected class. b. “Knowledge” or “Known”: Actual knowledge or actual notice, but not constructive notice imparted by the Public Records. c. “Land”: The land described in Item 5 of Schedule A and improvements located on that land that by State law constitute real property. The term “Land” does not include any property beyond that described in Schedule A, nor any right, title, interest, estate, or easement in any abutting street, road, avenue, alley, lane, right-of-way, body of water, or waterway, but does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. d. “Mortgage”: A mortgage, deed of trust, trust deed, security deed, or other real property security instrument, including one evidenced by electronic means authorized by law. e. “Policy”: Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. f. “Proposed Amount of Insurance”: Each dollar amount specified in Schedule A as the Proposed Amount of Insurance of each Policy to be issued pursuant to this Commitment. g. “Proposed Insured”: Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. h. “Public Records”: The recording or filing system established under State statutes in effect at the Commitment Date under which a document must be recorded or filed to impart constructive notice of matters relating to the Title to a purchaser for value without Knowledge. The term “Public Records” does not include any other recording or filing American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 2 of 9 system, including any pertaining to environmental remediation or protection, planning, permitting, zoning, licensing, building, health, public safety, or national security matters. i. “State”: The state or commonwealth of the United States within whose exterior boundaries the Land is located. The term “State” also includes the District of Columbia, the Commonwealth of Puerto Rico, the U.S. Virgin Islands, and Guam. j. “Title”: The estate or interest in the Land identified in Item 3 of Schedule A. 2.If all of the Schedule B, Part I – Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company’s liability and obligation end. 3.The Company’s liability and obligation is limited by and this Commitment is not valid without: a. the Notice; b. the Commitment to Issue Policy; c. the Commitment Conditions; d. Schedule A; e. Schedule B, Part I – Requirements; f. Schedule B, Part II – Exceptions; and g. a counter-signature by the Company or its issuing agent that may be in electronic form. 4.COMPANY’S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company is not liable for any other amendment to this Commitment. 5.LIMITATIONS OF LIABILITY a. The Company’s liability under Commitment Condition 4 is limited to the Proposed Insured’s actual expense incurred in the interval between the Company’s delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured’s good faith reliance to: i. comply with the Schedule B, Part I – Requirements; ii. eliminate, with the Company’s written consent, any Schedule B, Part II – Exceptions; or iii. acquire the Title or create the Mortgage covered by this Commitment. b. The Company is not liable under Commitment Condition 5.a. if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. c. The Company is only liable under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. d. The Company’s liability does not exceed the lesser of the Proposed Insured’s actual expense incurred in good faith and described in Commitment Condition 5.a. or the Proposed Amount of Insurance. e. The Company is not liable for the content of the Transaction Identification Data, if any. f. The Company is not obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I – Requirements have been met to the satisfaction of the Company. g. The Company’s liability is further limited by the terms and provisions of the Policy to be issued to the Proposed Insured. 6.LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT; CHOICE OF LAW AND CHOICE OF FORUM a. Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. b. Any claim must be based in contract under the State law of the State where the Land is located and is restricted to the terms and provisions of this Commitment. Any litigation or other proceeding brought by the Proposed Insured against the Company must be filed only in a State or federal court having jurisdiction. c. This Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. d. The deletion or modification of any Schedule B, Part II – Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 3 of 9 e. Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. f. When the Policy is issued, all liability and obligation under this Commitment will end and the Company’s only liability will be under the Policy. 7.IF THIS COMMITMENT IS ISSUED BY AN ISSUING AGENT The issuing agent is the Company’s agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company’s agent for closing, settlement, escrow, or any other purpose. 8.PRO-FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9.CLAIMS PROCEDURES This Commitment incorporates by reference all Conditions for making a claim in the Policy to be issued to the Proposed Insured. Commitment Condition 9 does not modify the limitations of liability in Commitment Conditions 5 and 6. 10.CLASS ACTION ALL CLAIMS AND DISPUTES ARISING OUT OF OR RELATING TO THIS COMMITMENT, INCLUDING ANY SERVICE OR OTHER MATTER IN CONNECTION WITH ISSUING THIS COMMITMENT, ANY BREACH OF A COMMITMENT PROVISION, OR ANY OTHER CLAIM OR DISPUTE ARISING OUT OF OR RELATING TO THE TRANSACTION GIVING RISE TO THIS COMMITMENT, MUST BE BROUGHT IN AN INDIVIDUAL CAPACITY. NO PARTY MAY SERVE AS PLAINTIFF, CLASS MEMBER, OR PARTICIPANT IN ANY CLASS OR REPRESENTATIVE PROCEEDING. ANY POLICY ISSUED PURSUANT TO THIS COMMITMENT WILL CONTAIN A CLASS ACTION CONDITION. 11.ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Amount of Insurance is $2,000,000 or less may be arbitrated at the election of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. COMMONWEALTH LAND TITLE INSURANCE COMPANY P.O. Box 45023, Jacksonville, FL 32232-5023 By: Michael J, Nolan, President By: Marjorie Nemzura, Secretary American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 4 of 9 Transaction Identification Data, for which the Company assumes no liability as set forth in Commitment Condition 5.e.: Issuing Agent: Commonwealth Title Company of Garfield County, Inc. Issuing Office: 127 East 5th Street Rifle, CO 81650 Issuing Office’s ALTA® Registry ID: 1038730 Loan ID Number: Commitment Number: 2026-03-44 Issuing Office File Number: 2026-03-44 Property Address: 833 County Rd 237, Silt, CO 81652 Revision Number: SCHEDULE A 1.Commitment Date: March 17, 2026 at 8:00 AM 2.Policy to be issued: (a) 2021 ALTA Owner's Policy Proposed Insured: Proposed Amount of Insurance:$ Policy Premium:$0.00 The estate or interest to be insured:fee simple (b) 2021 ALTA Loan Policy Proposed Insured: Proposed Amount of Insurance:$ Policy Premium:$0.00 The estate or interest to be insured:fee simple 3.The estate or interest in the Land at the Commitment Date is: fee simple 4.The Title is, at the Commitment Date, vested in: Ian D. Byman and Kristin E. Byman 5.The land is described as follows: The land is described as set forth in Exhibit A attached hereto and made a part hereof. American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 5 of 9 COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY, INC. 127 East 5th Street, Rifle, CO 81650 Telephone: (970) 625-3300 Countersigned by: Patrick P. Burwell, License #153719 Commonwealth Title Company of Garfield County, Inc., License #292895 COMMONWEALTH LAND TITLE INSURANCE COMPANY P.O. Box 45023, Jacksonville, FL 32232-5023 By: Michael J, Nolan, President By: Marjorie Nemzura, Secretary American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 6 of 9 SCHEDULE B, PART I – Requirements All of the following Requirements must be met: 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. Vesting Deed recorded at Reception No. 918509 . Note: This is an informational only commitment and no policy will be issued hereunder. American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 7 of 9 SCHEDULE B, PART II – Exceptions Some historical land records contain Discriminatory Covenants that are illegal and unenforceable by law. This Commitment and the Policy treat any Discriminatory Covenant in a document referenced in Schedule B as if each Discriminatory Covenant is redacted, repudiated, removed, and not republished or recirculated. Only the remaining provisions of the document will be excepted from coverage. The Policy will not insure against loss or damage resulting from the terms and conditions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: 1. Rights or claims of parties in possession, not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage of area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attached, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I—Requirements are met. Note: This Exception will be deleted on the final policy if Commonwealth Title Company of Garfield County, Inc. closes the proposed transaction and records the applicable instruments of conveyance. 6. Any and all unpaid taxes, assessments and unredeemed tax sales. Note: This exception will be modified in the final policy to reflect only those taxes and assessments that are a lien, but not yet due and payable. 7. Any lien or charge on account of the inclusion of subject property in an improvement district. 8. Any and all water rights, claims, or title to water, whether or not the matters excepted are shown by the public record. 9. Easement and right of way for all ditches, laterals, canals, springs, reservoirs and wells. 10. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted and a right of way for ditches or canals as constructed by the authority of the United States, as reserved in United States Patent recorded as Instrument #16856 in the official records 11. Terms, conditions and all matters set forth in Agreement recorded as Instrument #911703 in the official records 12. Easement and right of way as described in document recorded as Instrument #911704 in the official records 13. Terms, conditions and all matters set forth in Agreement recorded as Instrument #911705 in the official records 14. Easement and right of way as described in document recorded as Instrument #906929 in the official records 15. Easement and right of way as described in document recorded as Instrument #906930 in the official records American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 8 of 9 16. Easement and right of way as described in document recorded as Instrument #906931 in the official records 17. Easement and right of way as described in document recorded as Instrument #918273 in the official records 18. Easement and right of way as described in document recorded as Instrument #918274 in the official records 19. Terms, conditions and all matters set forth in Agreement recorded as Instrument #918315 in the official records 20. Covenants, conditions, restrictions, which do not contain a forfeiture or reverter clause, but omitting restrictions, if any, based on race, color, religion, or national origin, and all matters set forth in Declaration recorded as Instrument #918316 in the official records 21. Terms, conditions and all matters set forth in Agreement recorded as Instrument #918347 in the official records 22. Terms, conditions and all matters set forth in Agreement evidenced by Memorandum recorded as Instrument #1009040 in the official records American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 9 of 9 EXHIBIT “A” The Land referred to herein below is situated in the County of Garfield, State of Colorado and is described as follows: Township 5 South, Range 92 West of the 6th P.M.: Section 36: SW1/4NW1/4NW1/4 Also Described as: Tract 9 Antlers Orchard Development Plat Number 1, recorded as Reception No. 37488. 918509 03/26/2019 12: 16:52 PM Page 2 of 2 Jean Alberico, Garfield County, Colorado Rec Fee: $18. 00 Doc Fee: $16.1 0 eRecorded File No. 1902047 EXHIBIT "A" Any and all waler rights. claims. or lillc lo waler. whether or nol the mallcrs excepted arc shown by the public record. Righl or way for ditches and canals in place and in use. Terms and condilions or Declaration or Easements recorded Scplembcr 13. 2018 as Reception No. 911705. Utility Easement contained in Declaration or Ulilily Easement recorded September 13. 2018 as Reception No. 911704. Terms and conditions or Declaralion of Eascmenl and Road Mainlenancc Agreement recorded September 13.2018 as Reception No. 911703. Easement eranled to Public Service Companv or Colorado in instrument recorded Mav 18.2018 as Reception No. 906931. Mav 18. 2018 as Reception No. 906930. Mav 18. 2018 as Reception No. 906929. March 19. 2019 as Reception No. 918273 and March 19. 2019 as Reception No. 918274. Deleted. Terms and conditions scl forth in Declaration or Shared Domestic Waler System recorded March 20. 2019 as Reception No. 918315. Terms and conditions sel forth in Declaration or Restrictive Covenant recorded March 20.2019 as Reception No. 9183 16. Terms and conditions set forth in Easement Deed and Declaration recorded March 20. 2019 as Reception No. 918347. Any loss. claim or damage due to lhc location or renccs. (NOTE: This exception will appear on the Owner's Policy only) Garfield County Land Use and Development Code Article 7: Standards DIVISION 1: GENERAL APPROVAL STANDARDS 7-101. ZONE DISTRICT USE REGULATIONS The Land Use Change complies with Article 3, Zoning. 7-102. COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGREEMENTS The comprehensive plan identifies the area as Residential Medium High and Silt Area of Influence 7-103. COMPATIBILITY The nature, scale and intensity of the proposed dwelling is compatible with adjacent land uses that include residential and agricultural land. 7-104. SOURCE OF WATER Water source is currently supplied by a shared well (Fall Pastures Well, provides water to 5 lots). We have a 3,000 gallon underground cistern that the well water flows in to. Well Permit #82768-F 7-105. CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS OWTS is currently installed and serves the proposed dwelling already. The documentation for this is attached. 7-106. PUBLIC UTILITIES Electrical service provided by Xcel Energy already serves the proposed dwelling with clear easements on property. 7-107. ACCESS AND ROADWAYS Access and driveway are already established to safely serve the property and neighbors. 7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS There are no known natural hazards present. 7-109. FIRE PROTECTION Colorado River Fire Protection District, Station #61. Proposed dwelling has a concrete sidewalk completely surrounding the structure. Grass and irrigation have also been installed to prevent dry fuels. DIVISION 2: GENERAL RESOURCE PROTECTION STANDARDS 7-201. AGRICULTURAL LANDS Proposed dwelling does not interfere with agricultural lands. Pre-existing agricultural uses were not interfered with during or after construction. 7-202. WILDLIFE HABITAT AREAS N/A 7-203. PROTECTION OF WATERBODIES N/A 7-204. DRAINAGE AND EROSION Site Plan attached. Land has been developed to prevent erosion and mitigate any potential flooding with drains, slopes and vegetation. 7-205. ENVIRONMENTAL QUALITY N/A 7-206. WILDFIRE HAZARDS Proposed dwelling complies with all wildfire hazard standards. 7-207. NATURAL AND GEOLOGIC HAZARDS N/A 7-208. RECLAMATION N/A DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS 7-301. COMPATIBLE DESIGN Proposed dwelling is compatible with the existing character of adjacent uses. 7-302. OFF-STREET PARKING AND LOADING STANDARDS N/A 7-303. LANDSCAPING STANDARDS N/A 7-304. LIGHTING STANDARDS Lighting is compliant with the lighting standards listed. 7-305. SNOW STORAGE STANDARDS N/A 7-306. TRAIL AND WALKWAY STANDARDS N/A OTHER PERTIENT STANDARDS Project Narrative Property Address: 833 County Road 237 Silt, CO 81652 Property Owners: Ian and Kristin Byman Request to change our existing 40’x60’ barndominium, which is our current residence, to a 1,600 square foot Secondary Dwelling Unit since it is larger than the by right Accessory Dwelling Unit. We propose to build a larger Single-Family Residence on our 10 acre property and this is a necessary change before proceeding with the building project. The proposed Secondary Dwelling Unit (existing barndominium) is on a high producing shared well with 5 lots total (Permit 82768-F) which would continue to serve the building. There is a 3,000 gallon water cistern buried underground on the property south of the structure. There has been a new well drilled (Permit 90216-F) for the proposed Single- Family Residence Propane is connected to the proposed Secondary Dwelling Unit from an underground 1,000 gallon tank located south of the structure. Propane use for the Single-Family Residence is to be determined still. Electrical service provided by Xcel Energy has been installed and inspected with a 400A CT service. This was installed with the future intent to build a second dwelling, the Single- Family Residence, in addition to the proposed Secondary Dwelling Unit on the property. The OWTS has been engineered, installed and inspected for 8 bedrooms. There will be a total of 7 bedrooms between the two dwellings at completion of the single-family residence. The driveway and access from the county road have already been established to safely serve the property and neighboring properties. The two dwellings on our 10 acre property would be consistent with neighboring properties which have similar amounts of structures. Following completion of the Single-Family Residence, the Secondary Dwelling Unit would remain to be compliant with Section 7-701.B Secondary Dwelling Unit Standards. Impact Analysis – Section 4-203.G Project Overview: The property is approximately 10 acres in a rural area and is currently approved for one dwelling which is a 40’x60’ barndominium. With the anticipation of building a Single Family Dwelling and the current residence being larger than the by right Accessory Dwelling Unit, we are proposing it to become a 1,600 square foot Secondary Dwelling Unit per approval. This request is consistent with surrounding land use. 1) Adjacent Land Uses: The land adjacent to the property consists of rural residential properties and agricultural land. The proposed dwelling(s) will not and have not impacted surrounding land uses. 2) Site Features: The property contains native vegetation and a ditch on the edge of the property with seasonal irrigation overfiow to neighboring farm land. The property has varying topography with no areas subject to fiooding or other features that would be affected by the proposal. 3) Soil Characteristics: A soils test has been conducted. There is no signiflcant condition that would negatively affect the proposed land use or neighboring properties. It is suitable for residential development. 4) Geology and Hazard: The property does have slightly varying topography with one steeper slope on the southwest corner of the property. Prevention of fiooding and erosion have been addressed by installing proper drainage and vegetation on this slope and around existing structures. There are no other known natural or manmade hazards that would affect the proposed use on the land. 5) Groundwater and Aquifer Recharge Areas: The proposed land use change will have no impact to groundwater resources or aquifer recharge areas. There is an Onsite Wastewater Treatment System already installed and inspected to support up to 8 bedrooms that has had no effect on the subject parcel to date. The proposed dwelling is currently on a high producing shared well (5 lots total). The single family dwelling will be on its own well that has already been permitted and drilled. 6) Environmental Impacts: Development of the property has resulted in natural regrowth of fiora to the area that was affected during excavation of the proposed dwelling (barndominium). This is anticipated with the development of the Single Family Dwelling, while keeping disruption of fiora as minimal as possible. There should be no impact on fauna as routes are not being disrupted and no hazardous impacts are being created. 7) Nuisance: There are no nuisances at present. There should be no signiflcant nuisances beyond those typical with construction. 8) Hours of Operation: The proposed land use change will have no hours of operation needed. If approved, the hours of operation for construction of the Single Family Dwelling will be during normal daytime hours until completion. Waiver Request from Submittal Requirements Property Address: 833 County Road 237 Silt, CO 81652 Property Owners: Ian and Kristin Byman Traffic Study: Request to waive the Traffic Study requirement. There is already an existing access from the county road and the driveway is safely and adequately designed. It has been completed to serve the proposed Secondary Dwelling Unit and the proposed Single- Family Residence. The proposed Single-Family Residence project will generate minimal traffic and the need for road improvement should be nothing more than the routine maintenance already in place with adjacent properties. Grading and Drainage Plan: Request to waive the Grading and Drainage Plan requirement. Grading and drainage will be completed during the construction phase of the proposed Single-Family Residence and will be inspected then. The existing barndominium already is properly graded and has adequate drainage. There is no alteration or impact on adjacent properties. Landscape Plan: Request to waive the Landscape Plan requirement. Landscaping and irrigation is already in place and maintains the character of the natural surroundings consistent with rural properties. There has been and will be no effect on adjacent properties at completion of the construction on the Single-Family Residence. Review Criteria: Requesting these waivers does not impact adjacent properties in any way and is consistent with the construction and maintenance that occurred when building the proposed Secondary Dwelling Unit. Documentation submitted with the application should support the request for these waivers. THIS DOCUMENT SHALL NOT BE REPRODUCED, TRANSMITTED, DISCLOSED OR USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT BY STUDIO M ENGINEERS, LLC. SCALE: AS SHOWN STUDIO M 12.15.2025 83 3 C O U N T Y R O A D 2 3 7 IA N + K R I S T I N B Y M A N R E S I D E N C E :: S T U D I O M E N G I N E E R S , L L C : : 9 7 0 - 3 6 6 - 8 6 9 0 : : GA R F I E L D C O U N T Y , C O SITE PLAN 1" = 50 FT A1.1 SITE PLAN LEGAL DESCRIPTION ACCOUNT NO: R084278 PARCEL NO: 212736200070 PLAT RECEPTION NO: 37488 SECTION: 36 TOWNSHIP: 5 RANGE: 92 SUBDIVISION: ANTLERS ORCHARD DEVELOPMENT TRACT: 9 PLAN NORTH 684'-5 1/4" 66 1 ' - 1 0 3 / 4 " 43 2 ' - 5 " 316'-4 1/2" 284'-7 1/2" 66 1 ' - 7 1 / 2 " 17 8 ' - 1 0 " 681'-10 1/4" 3,805 SQ. FT MAIN LEVEL 934 SQ. FT GARAGE 2,442 SQ. FT LOWER LEVEL 412 SQ. FT MAIN LEVEL BACK YARD PATIO 122 SQ. FT MAIN LEVEL FRONT YARD PATIO TOTAL: 7,715 SQ. FT 5750.32 = MAIN FLOOR PLAN ELEVATION OF 100'-0" NOTE: ROOF HEIGHTS ARE IDENTIFIED ON SHEETS A3.0 & A3.1 1. EXIST'G BARNDOMINIUM, HAS LESS THAN 1200 SQ FT OF LIVING SPACE AND IS THE CURRENT PRIMARY RESIDENCE 2. THIS BARNDOMINIUM WILL BE ABANDONED AS PRIMARY RESIDENCE ON THE DAY OF OCCUPANCY OF NEW HOUSE. SEPTIC TANK DRILLLED WELL SITE DATA TABLE ACTUAL PROPERTY SIZE 10 ACRES (435,600 SQ. FT) MAXIMUM ALLOWABLE BUILDING HEIGHT 27 FT SETBACKS PROVIDED (SEE DIMENSIONS ON SITE PLAN) STREET ADDRESS:833 COUNTY RD 237 BUILDING DEPT:GARFIELD COUNTY, CO SQUARE FOOTAGE: SITE DRAINAGE: 1. SITE DRAINAGE PLAN WILL COMPLY THE SOILS REPORT. 2. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 12 INCHES WITHIN THE FIRST 10 FEET EXIST'G IRRIGATION SHED EXIST''G LEACH FIELD EXISTING SEPTIC TANKS BELOW GROUND CISTERN 1000 GALLON BELOW GROUND PROPANE TANK EXIST'G AGRICULTURAL SHED EXISTING BARNDOMINIUM (CURRENT RESIDENCE) PROPOSED RESIDENCE 1 Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfieldcountyco.gov PRE-APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 222736200070 DATE: March 18, 2026, Update: March 27, 2026 PROJECT: Byman Secondary Dwelling Unit OWNERS: Ian and Kristin Byman PRACTICAL LOCATION: 833 County Road 237, Silt, CO TYPE OF APPLICATION: Administrative Review ZONING: Rural COMPREHENSIVE PLAN: Residential Medium High, Silt Area of Influence I. GENERAL PROJECT DESCRIPTION The applicant proposes building a larger single-family residence in addition to the existing 1600 sq ft barndominium on the property. Since the existing barndominium residence is larger than the by right Accessory Dwelling Unit, it will become a Secondary Dwelling Unit and an Administrative Review application for a Secondary Dwelling Unit is required. Both units will share driveway access from a private road off of County Road 237. The application will need to show legal and physical access, water supply and wastewater management. The site plan should show current structures, proposed structures with required setbacks, easements, existing and proposed utilities, OWTS, and water lines. Grading and drainage plans may also be required, but they can also be part of a waiver of submittal requirements. For other utilities, a will-serve letter is sufficient. The application should address the Impact Analysis (Section 4-203.G) and Article 7, Division 1-3 Standards. It should also address Section 7-701.B Secondary Dwelling Unit Standards. A shared well (82768-F) originally provides water to 5 lots. The water pump and cistern is located on the southside of the barndominium. The applicant has drilled a well and has a permit from the Division of Water Resources to provide water to the new residence. The new well will provide water to the primary. The secondary dwelling unit will continue on the shared well. The application should include materials to fulfill any Waiver of Submittal Requirements (Section 4-202) and Waiver of Standards (Section 4-118) requests such as Traffic Study, Roadway Standards and any others 2 deemed appropriate. Waiver requests may require a letter from a certified professional attesting to the adequacy of the site, system, etc. The application’s General Description is a narrative that explains what is being proposed, any waivers being requested, and responses to review criteria. The process of an Administrative Review is demonstrated in the flow chart below. The application will need 3 physical copies and 1 digital copy (full size plans) for submittal including at least 1 full size copy of the proposed site plan. Staff will conduct a completeness review to make sure all required submittals are included. Once an application is deemed complete, referrals requests are sent out, and staff will send you a technical completeness letter with public notice instructions. Both the letter and public notice will include the Director’s Decision date. Staff produces a staff report reflecting their review and comments from different referral agencies. The Director makes a decision, and a letter will be produced to be sent to the applicant. It’ll also include a staff report packet with exhibits. The BOCC is also notified when the decision is made, and will get a copy of the staff report and Director’s Decision letter. There is a 10-day call-up period when an applicant can appeal the decision to the board. If called-up, then a hearing is scheduled for a decision from the BOCC. Applicants must complete all documents for the application to proceed. A full list of submittal requirements for the application are listed below, including a flow chart of the review process. Reach out to staff for any questions. A copy of the Land Use and Development Code (LUDC) can be found here: https://www.garfield- county.com/community-development/land-use-code/ II. COMPREHENSIVE PLAN The comprehensive plan identifies the area as Residential Medium High and Silt Area of Influence. III. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS The following Sections of the Garfield Land Use and Development Code as amended apply to the Application: • Garfield County Comprehensive Plan 2030 as amended. • Garfield County Land Use and Development Code as amended. o Section 4-203 Administrative Review and Section 4-101 Common Review Procedures o Table 4-201 Submission Requirements and Section 4-203 Submittal Requirements o Section 4-118 Waivers of Standards and Section 4-202 as applicable o Provisions of Article 7, Sections 1, 2, and 3, include site planning. o Section 7-701.B Secondary Dwelling Unit Standards. IV. SUBMITTAL REQUIREMENTS As a convenience outlined below is a list of information typically required for this type of application. Table 4-201 outlines the specific application submittal criteria. The following list can function as a checklist for your submittal. Submit three paper copies and one digital of all application materials. Additional copies will be requested upon determination of completeness. See the land use code for additional information on submittal requirements. 3 General Application Materials o Signed Application Form o Title Commitment for Property o Signed Payment Agreement Form (see attached) and application fees. o Proof of ownership (copy of deed, title work). o A narrative describing the request and related information. o Names and mailing addresses of properties within 200 feet of the subject property. o Mineral rights ownership for the subject property (demonstrated through a search of Clerk and Recorders database and/or Assessor database, memo attached). o If the owner is an entity or trust, a recorded Statement of Authority, authorizing a person to encumber the property from both Property Owners. o If the applicant is a representative of the owner, a letter of authorization to represent is needed. o A copy of the Pre-Application Summary needs to be submitted with the Application. Vicinity Map including areas within approximately 3 miles. Site Plan (Improvement Location Certificate) Grading and Drainage Plan Landscape Plan (waiver of submittal requirements) Impact Analysis Traffic Study (waiver of submittal requirements) Water Supply/Distribution Plan (copy of well permits and contracts, and/or augmentations plans) Wastewater Management/Treatment Plan Include any building permits and OTWS information for the existing barndominium. The Application should demonstrate compliance with Article 7 Standards, as applicable. The Application should include a waiver request from submittal requirements according to Section 4- 202, specifically addressing the review criteria for each waiver request. The Application should include any waivers from Article 7 Standards that the applicant wishes to pursue, in accordance with 4-118. Community Development Staff is available to meet with the Applicant to provide additional information and clarification on any of the submittal requirements and waiver requests. 4 V. REVIEW PROCESS The Application may be “Called-Up” for review by the Director and the Board of County Commissioners. In addition, the Applicant and any affected Adjacent Property Owner can request a Call-Up for review by the Board in accordance with the procedures and review process contained in Section 4-112. Staff will review the application for completeness prior to requesting referral agencies to provide additional technical review. Staff will prepare a report based on comments received and their review of the application. Public Hearing(s): X No Public Hearing, Directors Decision (with notice per code) Planning Commission Board of County Commissioners Board of Adjustment 5 Referral Agencies may include but are not limited to: Garfield County Surveyor, Garfield County Attorney’s Office, Garfield County Assessor’s Office, Division of Water Resources, Town of Silt, Garfield County Public Health, Garfield County Consulting Engineer, Fire District VI. APPLICATION REVIEW FEES Planning Review Fees: $400 Referral Agency Fees: $ N/A Total Deposit: $400 (additional hours are billed at hourly rate of $80) VII. GENERAL APPLICATION PROCESSING 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 six-month period, after which an update should be requested. The Applicant is advised that the Application submittal once accepted by the County becomes public information and will be available (including electronically) for review by the public. Proprietary information can be redacted from documents prior to submittal. Pre-application Summary Prepared by: March 27, 2025 Heather MacDonald, Planner I Date C o u n t y R o a d 2 6 6 C o u n t y R o a d 2 6 6 Od i n Dr Cedar Dr R a i n b o w D r Co unty Road 2 66 5883 ft Cou n t y Roa d 2 3 7 C o u n t y R o a d 2 3 7 Bluebell R a in b o w D r Blueb ell Ln R a i n b o w D r Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, (c) OpenStreetMap contributors, and the GIS User Community, Garfield County GIS, Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community, Esri, NASA, NGA, USGS, FEMA F orm No. S T ATE OF COLORADO Office Use Only GWS-44 OFFICE OF THE STATE ENGINEER RECEIVED Receipt # 10044326 4 /2025 1313 Sherman St., Room 821 , Denver, CO 80203 08/06/2025 Page Phone: (303) 866-35 81 Website :https://dwr.colorado.gov/ WATER RESOURCES 1 of 3 Email to: dwroerrn,tsonlinel@state.cu us STATE ENGINEER RESIDENTIAL Water Well Permit Application COLO Note: A lso use this form to apply for livestock watering Review form i nstructions prior to complet im1 form. 1. Applicant Information 6. Use Of Well (check applicable boxes) Name or Applicanl(s) See instruc tions to determine use(s} for Which you may q ua lify l~n 0.Y' 0. \t-riSi-\ 0 B"j'IY'o-.v. D A. O r dinary ho usehold use in one s ingle-fam ily dwelling Mainny uddriws \2-a '2,-; 7 (no outside use) i:5 3:, C.()VY"l't'-{ City .:s·, 1-t Stale I Zip Code fjlB. Ordinary household use in 1 to 3 single-family dwellings: c..o '6\lo'S2-Number of dwellings: '2- Tel<;!pt1one II (&re~ code 13. 11u111~er) E-111<1il (Qulin~ filing ,.,,quired) ~1 O • "'I ~1 -·2:2.v-I KRIT07@HOTMAILCOM 15'1 Horne garden/lawn irrigation , not to exceed o ne ac r e: 2. Type Of Application (check applicable boxes) a rea irrigated 15.t 5 o o I&! sq. ft. D acr e lZ} Consttucl new w.:ill D Change source (aquifef) ticJ Domestic animal and poultry water ing (non-commercial) D Replace existing well 0 Reapplication (expired pe rmi t) D Use eicisting well D Roo fto p precipitation collection □ C . Livestock watering (on farm/ranch/range/pasture} □ Change or increase use □other: 3. Refer To (if applicable) 7. Well Data (orooosed) We ll permit # W;;,ter Court case # Max imum pumping role Annu al ;;,moonJ 10 be withdri,wn orsc..w 2..9 tJ> I Ci G PM I· ~08 acre-feet Designated Basin Determination # Well name or# Total Depth Aquifer ~ 100 ~-\-A lluv1~\ 4. Location Of Proposed Well (SEE INSTRUCTIONS) 8. Water Supplier Property address (lnelude Ci ty, Stale. Zip) LJ Check if well address Is same as Item 1 Is this parcel w ithin boundaries ol a waler service area? □YES~ NO 'is33 c_cx..,n t-, \l-0.. Z.37 S il1-, CO ~,1.,;,i;'L If ves, orovlde mime of suooller: Rule 6 .2.3 IXYes O No County 9_ Type Of Sewage System [see instructlon ror Information) 0l ~ tr+-i--e\ d ~Septic.tank / absorption leach fie ld 1/4 of the 114 I Section Township ;or~ I Range ~or; I P.M. D Central system: District name ---- Preferred loc-a lion fom"tat: GPS well location infonnalion in UTM format. The D Vault: Location sewage to be hauled lo: following GPS sailings are required : Formal must be UTM . Units must be in 0 Other (eicplain) meters. Datum must be NAD8J. Unit must be set to true north, 0 Zone 12 or O zone 1:t 10. Proposed Well Driller License# (optional): Easting: 11. Sign or Enter Name of Applicant(s) o r Authorized Agent Northing; Th e making or false statements herein constitutes perjury in the second degree. which is pu nishable as a class 1 misdemeanor pursuant to Optional Location Information {must be provided if GPS location is not C.R.S_ 24-4-104 (13)(a). I have read the statements herein, know the provided above and Rule 6.2,3 does not apply): <;!!stances from secti on lines: contents thereof and state that they are true to my knowledge. feet from the □ N. or □S . Line. S~or enter name(s) of person(s) submitting applic..1ion Dato (n,,.,;l~dlyyyy) ~ 0'8' /05 /JC);).'? feet from the D E. orOW. Line An_~-;1--• A -.. - 5. Parcel On Which Well Will Be Located If signing~·nt name (You must attach a current deed for the subject oarcel\ ~ ...,0..1\ A. You must check and complete one of the following: ll--Y-i s,t-t n 'i3-i 1/V\a Vl D Subdivision: Name Tltte Lot Block Filing/Unit O"'1Vle:v-~ Q.C 'f'Y'tJ{?C.Vt:) D County exemplfon (attach copy of county approval & survey) Name/# Lot# Office Use OnlK WDWCD # S250619IKB(a) dmw 2025-08-22 l:ia.Parcel less than 35 acres, not in a subdivision attach a deed wlth metes Account: R08427 & bounds description recorded prior to June 1, 1972, and ClJ1Tent deed Parcel: 212736200070 D Mining claim (attach copy of deed or survey) Narne/11: Property Address 0 S quare 40 acre parcel as descri bed in Item 4 (114 of the 114 is required) 833 237 COUNTY RD , SILT, CO 81652 0 Parcel of 35 or more acres (attach metes & bounds description or survey) Legal Descriplion :Sec: 36 Twp : 5 S Rng: !l2W, Subdivislon: ANTLERS ORCHARD DEVELOPM ENT 0 Other: (attach metes & bounds description or survey) co Tract 9AS PER PLAT REC EPTION NO . 37488 lOACRES 8. ff of acres in parcel I C. Are yoU the owner of this pa rcel? If no, list owner. Well Location: "Center of Parcel" lO -'3, 7 °fi!f v Es □No "Temporary UTM Coordinates" "Approximate Center of Parcel" D, Will this 1;,e the only well on this pa rcel?~YES U NO (if no -llsl olher wells) E 270255.B N 4384109.3 F P~rcel 1n11 (opt,o,"'1 )· NW 114, NW 1/4, 36-5S-92W,6th 7...\ '2--1 :,\,?"2.-00010 August 28, 2019 Project No. C1462 Kristin Byman krit07@hotmail.com Subsurface Investigation and Onsite Wastewater Treatment System Design 6-Bedroom Residence + 2-Bedroom Additional Dwelling Unit 833 CR 237 Garfield County, Colorado Kristin, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject property. The 10-acre property is located outside of Silt, in an area where OWTSs and wells are necessary. Legal Description: Section: 36 Township: 5 Range: 92 Subdivision: ANTLERS ORCHARD DEVELOPMENT CO Tract: 9 AS PER PLAT RECEPTION NO. 37488 10 ACRES Parcel ID: 2127-362-00-070 SITE CONDITIONS The property is currently undeveloped and a 6-bedroom main residence and detached Shop with a 2- bedroom additional dwelling unit (ADU) is proposed. The property is bisected by a ditch that runs to the southwest. A minimum 50-foot setback must be maintained from any OWTS component to the ditch. The property is served potable water from a shared well located on an adjacent property to the southeast. The well is located greater than 50-feet from the proposed septic tanks and greater than 100- feet from the proposed soil treatment area (STA). A water line easement runs through the property, between the proposed Shop and residence. At setback of 25-feet must be maintained between the water line any proposed OWTS component. The sewer line from the ADU will cross the water line. The sewer line must be encased 10-feet on each side of the crossing. See Encasement Detail W4.0/1. The proposed soil treatment area (STA) location has an approximate ten percent slope to the west. The proposed area is sparsely vegetated with native grasses. SUBSURFACE The subsurface was investigated on July 25, 2019 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.1 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 The materials encountered in the Test Pit #1 consisted of light brown clay loam with weak structure grade to a maximum depth explored of 8.0-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 were similar to those encountered in Test Pit #1. Test Pit #2 was excavated to a maximum depth explored of 8.0-feet. A tactile analysis of the soils was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was weak. The soil formed a ball and a ribbon 1 to 2-inches in length before breaking. Soil structure shape was blocky and consistence was firm to extremely firm. Soil texture was both gritty and smooth. STA sizing is based on Soil Type 3A, Clay Loam with weak structure grade. A long term acceptance rate (LTAR) of 0.3 gallons per square foot will be used to design the OWTS. View of property Test Pit #1 Sidewall Backfill Page 3 Test Pit #2 Sieved sample backfill DESIGN SPECIFICATIONS Design Calculations: Main House = 75 GPD x 2 people/bedroom x 3 Bedrooms + 225 GPD (4th, 5th, and 6th bedrooms) = 675 GPD ADU = 75 GPD x 2 people/bedroom x 2 Bedrooms = 300 GPD Wastewater Design Flow = 975 GPD LTAR = 0.3 GPD/SF 975 GPD / 0.3 GPD/SF x 0.8 (pressure dosed trenches) x 0.7 (chambers) = 1820 SF The OWTS design is based on 6-bedrooms in the main house and 2-bedrooms in the Shop/ADU. An average daily wastewater flow of 975 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ (Shop/ADU finished floor). ALL SERVICE septic, LLC should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. Page 4 OWTS Component Minimum Elevation Primary Tank Inlet Invert (Shop/CDU) 98.5’ Primary Tank Inlet Invert (Main House approx. 5’ 4” lower than Shop) 91.5’ Automatic Distributing Valves 92’ Infiltrative Surface 91’ The 4-inch diameter SDR-35 sewer line exiting the ADU must have a double-sweep clean out and a minimum 2% grade to the septic tank. A 1000-gallon, two-compartment Valley Precast concrete septic tank with an effluent filter on the outlet tee must be installed. Risers must bring the manhole lids to grade for access. If more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. Effluent will gravity flow to the sewer line serving the main house, before it enters the main house septic tank. This section of sewer line will cross the water line. The sewer line must be encased on each side of the water line crossing. The encasement must be a length of pipe with a minimum Schedule 40 rating of sufficient diameter to easily slide over and completely encase the conveyance. Rigid end caps of at least Schedule 40 rating must be glued or secured in a watertight fashion to the ends of the encasement pipe. A hole of sufficient size to accommodate the pipe must be drilled in the lowest section of the rigid cap so that the conveyance pipe rests on the bottom of the encasement pipe. The area in which the pipe passes through the end caps must be sealed with an approved underground sealant compatible with the piping used. The sewer line from the ADU will be connected with a “wye” fitting to the sewer line that serves the main residence. We recommend any sewer line under a driveway or area subject to traffic be a minimum Schedule 40. The 4-inch diameter SDR-35 sewer line exiting the main house must have a double-sweep clean out and a minimum 2% grade to the septic tank. A 2000-gallon, two-compartment Valley Precast concrete septic tank with an Orenco® ProPak and duplexing PF3005 pumps in the second compartment of the septic tank must be installed. The floats must be set to dose approximately 80 gallons each pump cycle, allowing for approximately 4 gallons of drain back into the pump chamber after each pump cycle. Risers must be installed on the septic tank to bring access to grade. Handle extensions on both the effluent filter and float tree must be installed if the riser height exceeds 1-foot. The control panel must be located within line of sight of the septic tank. We recommend Valley Precast out of Buena Vista perform start up on the pumping system. Two 1.5-inch diameter Schedule 40 pump lines must be installed from the pumps to two Orenco® automatic distributing valves (ADV), model 6606. This pump lines must have a minimum 1% grade for proper drain back into the tank after each pump cycle. The ADVs must be placed at a high point in the system and be placed in an insulated riser with access from grade. Screened rock must be placed below the ADV to support the ADV and to assure the clear pipes existing the ADV remain visible for future inspection and maintenance. Effluent will be pressure dosed through 1.5-inch diameter pipes to twelve trenches (two sets of six trenches), each with 13 ‘Quick 4’ Low Profile Infiltrator® chambers, for a total of 156 chambers and 1872 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench, although we recommend at least 6-feet. Effluent will be pressure dosed to 1.5-inch diameter laterals, which must be hung with zip ties from the underside of the chambers. Laterals will have 5/32-inch diameter orifices facing up, with the exception of the first and last holes facing down for drainage. Orenco® Orifice Shields may be placed under each downward-facing orifice. The orifices must be placed 3-feet on center. Each lateral must end in a 90 degree ell facing up with a ball valve for flushing. Page 5 Valves may be placed in a valve box, accessible from grade, for access. Inspection ports must be placed at the beginning and end of each trench. Ports may be cut to grade and covered with a valve box for access. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. INSTALLATION CONTRACTOR ALL SERVICE septic, LLC expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. 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. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. 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 STA. 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 6 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. 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 9/10/19 Pump Selection for a Pressurized System - Single Family Residence Project Byman Residence Parameters Discharge Assembly Size Transport Length Before Valve Transport Pipe Class Transport Line Size Distributing Valve Model Transport Length After Valve Transport Pipe Class Transport Pipe Size Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 1.25 30 40 1.50 6606 120 40 1.50 3 0 40 1.50 6 56 40 1.50 5/32 3 5 None 0 inches feet 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 Before Valve Transport Velocity After Valve 0.68 19 12.9 1 2.0 2.0 2.0 gpm gpm % fps fps Frictional Head Losses Loss through Discharge Loss in Transport Before Valve Loss through Valve Loss in Transport after Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 1.2 0.3 4.8 1.3 0.0 0.2 0.0 0.0 feet feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Before Valve Vol of Transport Line After Valve Vol of Manifold Vol of Laterals per Zone Total Vol Before Valve Total Vol After Valve 3.2 12.7 0.0 5.9 3.2 18.6 gals gals gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 12.9 15.9 gpm feet 0 5 10 15 20 25 30 35 400 50 100 150 200 250 300 Net Discharge (gpm) PumpData PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 1Ø 60Hz, 200V 3Ø 60Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF3010 High Head Effluent Pump 30 GPM, 1HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 1Ø 60Hz, 200/230/460V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: Garfield County, CO Developed by Account Number R084278 Parcel Number 212736200070 Acres 10 Land SqFt 0 Tax Area 020 2019 Mill Levy 65.543 Physical Address 0 Owner Address BYMAN, IAN D & KRISTIN E 361 W ORCHARD AVENUE SILT CO 81652 2019 Total Actual Value $240 Last 2 Sales Date Price 4/24/2019 $0 4/24/2019 $0 Date created: 8/29/2019 Last Data Uploaded: 8/29/2019 3:14:12 AM 703 ft Overview Legend Parcels Roads Highways Limited Access Highway Major Road Local Road Minor Road Other Road Ramp Ferry Pedestrian Way Parcel/Account Numbers Owner Name Lakes & Rivers • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT 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: • &loat Switch ASSemBlieS (NSU-MF-MF-1) • $iScharGe ASSemBlieS (NTD-HV-HV-1) • SPlice "oXeS (NTD-SB-SB-1) • %Xternal SPlice "oX (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) 0.0-in. 1.-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 $iScharGe iS Female .04 threaDeD, U.S. nominal SiZe, to accommoDate Orenco® DiScharGe hoSe anD valve aSSemBlieS. #onSult your Orenco $iStriButor aBout FittinGS to connect DiScharGe aSSemBlieS to metric-SiZeD PiPinG. 2 -inimum liQuiD level iS For SinGle PumPS when inStalleD in an Orenco "iotuBe® 0ro0aK© 0umP 6ault. 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 Tot 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 Tot 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 Tot 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 Tot 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 Tot 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 Tot 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 Tot a l d y n a m i c h e a d ( T D H ) i n m e t e r s Tot 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 Tot a l d y n a m i c h e a d ( T D H ) i n m e t e r s Tot 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 Technical Data Sheet Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-CP-DAX-1 Rev. 2.0, © 03/17 Page 1 of 2 Duplex Control Panels Applications Orenco Duplex Control Panels are used to control dual pumps, alarms, and other equipment as specified in pressure sewers and onsite septic systems. General Orenco Duplex Control Panels are specifically engineered for pressure sewer (STEP) systems and onsite septic treatment systems that require the use of two alternating pumps. Standard features include circuit breakers, an automatic/manual/off motor control toggle for each pump, an audio/visual high level alarm, an alarm reset, and a duplex alternator. Other standard features and options are listed on page 2. Orenco panels are designed for use with mechanical and/or mercury float switches. Listed per UL 508 in the US and Canada. Standard Models DAX1, DAX2 Product Code Diagram Materials of Construction Enclosure UV-resistant fiberglass, UL Type 4X Hinges Stainless steel Specifications Panel Ratings DAX1: 120 V, 1 hp, 16 amps, single phase, 60 Hz. DAX2: 240 V, 3 hp, 16 amps, single phase, 60 Hz. Dimensions Height, in. (mm) 15.5 (394) Width, in. (mm) 13.5 (343) Depth, in. (mm) 6.7 (170) Orenco® DAX2 Control Panel Standard options (list in order): PT = programmable timer RO = redundant off relay CS = current sensor ETM = elapsed time meter CT = event counter HT = heater SA = surge arrestor PRL = pump run light PL = power light Pump voltage: 1 = 120 VAC 2 = 120 VAC or 240 VAC Intrinsically safe relays: Blank = standard, no IR relays IR = intrinsically safe relays DA X DAX series duplex control panel Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-CP-DAX-1 Rev. 2.0, © 03/17 Page 2 of 2 Technical Data Sheet Orenco® DAX2PTRO 240 V panelStandard Components Feature Specification(s) 1. Motor-Start Contactor 120 V, 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA). 240 V, 16 FLA, 3 hp (2.24 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA). 2. Controls Circuit Breaker 10 A, OFF/ON switch. Single-pole 120 V. DIN rail mounting with thermal magnetic tripping characteristics. 3. Pump Circuit Breakers 20 A, OFF/ON switch. Single-pole 120 V or double-pole 240 V. DIN rail mounting with thermal magnetic tripping characteristics. 4. Toggle Switches 20 A, 1hp (0.75 kW). Single-pole, double-throw HOA switch, 5. Audible Alarm 95 dB at 24 in. (610 mm), warble-tone sound. 6. Visual Alarm 7⁄8-in. (22-mm) diameter red lens, “Push-to-silence.” UL Type 4X rated, 1 W LED light, 120 V. 7. Duplex Alternator 120 V. Cross-wired style for independent lag pump function. Selector switch for locking one pump into lead position. Audible Alarm Silence Relay 120 V. Automatic reset. DIN rail mount. (Not shown) Optional Features Feature Specification(s) Code Adder Intrinsically Safe Control Relays Listed per UL 698A, for Class 1 Div. 1, groups A, B, C, D hazardous locations (requires larger enclosure). IR Programmable Timer 120 V. Repeat cycle from 0.05 seconds to 30 hours. Separate variable controls for OFF & ON time periods. PT Redundant Off Relay 120 V. Provides a secondary off. Sounds alarm on low level condition. DIN rail mount. RO Elapsed Time Meter 120 V, 7-digit, non-resettable. Limit of 99,999 hours; accurate to 0.01 hours. ETM Event Counter 120 V, 6-digit, non-resettable. CT Heater Anti-condensation heater. Self-adjusting: radiates additional wattage as temperature drops. HT Surge Arrestor Status light on unit; protects incoming power supply from electrical surges. SA Pump Run Light 7⁄8-in. (22-mm) diameter green lens. UL Type 4X rated, 1 W LED light, 120 V. PRL Power Light 7⁄8-in. (22-mm) diameter green lens. UL Type 4X rated, 1 W LED light, 120 V. PL 1 4 6 5 2 3 3 17 Introduction Orenco’s automatic distributing valve assemblies, pressurized with small high-head effluent pumps, are useful for distributing effluent to multiple zones. These zones can be segments of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing valve assemblies can substantially simplify the design and installation of a distribution sys- tem and reduce installation costs. This is particularly true where a distributing valve assem- bly is used instead of multiple pumps and/or electrically operated valves. Additionally, a reduction in long term operation and maintenance costs is realized due to a reduced size and/or number of pumps. More even distribution can be achieved on sloping sites by zoning laterals at equal elevations. This eliminates drainback to lower lines and the unequal distrib- ution of effluent that occurs at the beginning of a cycle. Valve Operation The valve itself has only a few moving parts, requires no electricity, and alternates automati- cally each cycle. Refer to Figure 1 for the following valve operation description. The flow of the incoming effluent forces the rubber flap disk 1 to seat against the valve bottom 2. The opening 3 in the rubber flap disk aligns with an opening in the valve bottom to allow flow to only one valve outlet. The stem 4 houses a stainless steel spring which pushes the rubber flap disk away from the valve bottom after the flow of effluent stops. The stem acts as a cam follower and rotates the rubber flap disk as the stem is raised and lowered through the cam 5. The force from the flow of effluent pushes the stem down through the cam and the stainless steel spring pushes the stem back up through the cam when the flow of effluent stops. Each linear motion of the stem allows the rubber flap disk to rotate half the distance necessary to reach the next outlet. When there is no flow, the rubber flap disk is in the “up” position and is not seated against the valve bottom. 5 4 3 2 1 Inlet Outlets Figure 1: 6000 Series Valve Orenco Automatic Distributing Valve Assemblies NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 1 of 6 For Wastewater Effluent Systems This article may describe design criteria that was in effect at the time the article was written. FOR CURRENT DESIGN CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843. The Distributing Valve Assembly The Orenco Automatic Distributing Valve Assembly combines the distributing valve itself and sever- al other components to give a complete preassembled unit that is easy to install, monitor, and main- tain. Figure 2 shows a complete assembly. Because distributing valves with several outlets can be difficult to line up and glue together in the field, the discharge lines in the assemblies are glued in place at Orenco. The unions (1) allow removal and maintenance of the valve. The clear PVC pipe sections (2) give a visual check of which discharge line is being pressurized. The inlet ball valve (3) allows a quick, simple method to test for proper valve cycling. The ball valve also stops the flow of effluent in case the pump is activated unexpectedly during maintenance or inspection. Check valves may be necessary on the discharge lines. Use of check valves is discussed in the valve positioning section. Valve Assembly Hydraulics Liquid flowing through the valve assembly must pass through fairly small openings and make several changes in direction. Because of this, headlosses through the valve assembly are fairly high. Table 1 gives the headloss equations for several different assemblies and Figure 3 shows the graphical repre- sentations of these equations. Orenco recommends that high-head turbine pumps be used to pressur- ize the valve assemblies to ensure enough head is available for proper system operation. High-head turbine pumps are also recommended because the use of a distributing valve usually requires more frequent pump cycling. The high-head turbine pumps are designed for high cycling systems and will outlast conventional effluent pumps by a factor of 10 or more in a high cycling mode. Furthermore, the high-head turbine pump intake is 12 inches or more above the bottom of the pump and tends to prevent any settled solids from being pumped into the distribution valve and obstructing its opera- tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the rubber flap disk. Minimum flow rates for the various models are given in Table 1. Figure 2: Orenco Distributing Valve Assembly (6000 Series Valve) NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 2 of 6 Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Series Equation Operating Range (gpm) V4400A HL = 0.085 x Q1.45 10 - 40 V4600A HL = 0.085 x Q1.58 10 - 25 V6400A HL = 0.0045 x Q2 + 3.5 x (1 - e-0.06Q) 15 - 70 V6600A HL = 0.0049 x Q2 + 5.5 x (1 - e-0.1Q) 15 - 70 NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 3 of 6 0 5 10 15 20 25 30 35 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) He a d L o s s T h r o u g h A s s e m b l y ( f t . ) V4600A V4400A V6600A V6400A The Pumping System Although the distributing valve was designed for the irrigation industry, it has started to gain fairly wide acceptance in the effluent pumping industry. However, because of the mechanical movements of the valve, it is necessary to take steps to prevent solids from reaching the distributing valve that may impede the operation of the valve. Orenco Biotube®Pump Vaults — when properly sized and installed — provide the necessary protection to prevent valve malfunction. The Biotube®pump vault accepts effluent only from the clear zone between a tank’s scum and sludge layers and then filters this effluent through a very large surface area screen cartridge. Without this protection in effluent systems, the valve has very little chance of reliable long-term operation. Figure 3: Automatic distributing valve assembly headloss curves Valve Positioning The physical position of the valve in relation to the pump and the discharge point is very important for proper valve operation. The most reliable operation occurs when the valve is placed at the high point in the system and as close to the pump as possible. The transport line between the pump and valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this erratic rotation with empty lines that are long and not laid at a constant grade. An ideal valve loca- tion is shown in Figure 4. If the final discharge point is more than about 2 feet above the valve and the system does not drain back into the dosing tank, check valves should be installed on the lines immediately following the valve and a pressure release hole or line should be installed just prior to the valve. This pressure release hole or line can go into a return line to the dosing tank or to a “minidrainfield” near the valve. In order for the valve to rotate reliably, no more than about 2 feet of head should remain against the valve to allow the rubber flap disk to return to its up position. In many cases, it may take from one minute to several minutes for the pressure in the valve to be lowered enough for proper rotation to occur. Special care should be taken when installing systems controlled by programmable timers to ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves. Pumping downhill to the valve should be avoided unless the transport line is very short and the ele- vation between the discharge line out of the tank and the valve is less than about 2 feet. If the valve is located many feet below the dosing tank, random cycling may occur while the transport line drains through the valve at the end of the cycle. A pressure sustaining valve located just before the distrib- uting valve may overcome this problem in some instances. Dosing Tank Discharge Laterals Distributing Valve Assembly Transport Line Figure 4: Ideal valve location NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 4 of 6 System Startup Refer to the Hydrotek Valve booklet that is provided with the distributing valve assembly for the sequencing of the valve outlets. The transport line should always be flushed with clean water before installing the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during installation can easily become lodged in the distributing valve, causing malfunction. With the pump running, alternately close and open the ball valve on the distributing valve assembly to check proper rotation of the valve. (Note: If check valves are used on the lines after the distribut- ing valve, the pump may need to be turned on and off to allow the pressure to be released from the valve.) If visual operation of which zone is operating is not possible, watch the clear pipe on each line for indication of which zone is operating. Maintenance Annually check for proper operation by following procedures listed in the Hydrotek Valve booklet and system startup procedures listed above. Troubleshooting 1. PROBLEM: Valve does not change or cycle to next zone or outlet CAUSE: The stem and disk assembly is not rotating when water flow is turned off and then back on. SOLUTION 1: Ensure that there is no debris inside the cam. Clean and carefully reinstall the cam. SOLUTION 2: If fewer than the maximum number of outlets are being used, check the installation of the cam. Ensure that the stem and disk assembly is not being held down by an improperly installed cam. Refer to the cam replacement instructions. h Check Valves if h>2'-0" Distributing Valve Assembly Transport Line Dosing Tank Pressure Release Line if h>2'-0" Discharge Laterals Figure 5: Valve assembly below final discharge point NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 5 of 6 SOLUTION 3: Remove the valve top and check for proper movement of stem and disk assembly. Check for and remove any debris or foreign objects that may jam or retard the movement of the disk. SOLUTION 4: Check for freedom of movement of stem and disk assembly up and down over the center pin in bottom of valve. Scale deposits may build up on the pin and hold stem and disk assembly down. Clean pin and again check for freedom of movement. SOLUTION 5: Be sure that all operating outlets are not capped and that the flow to operating zones is not restricted in any manner. This would cause pressure to build up in the valve and lock the stem and disk assembly in the down position. SOLUTION 6: The backflow of water from uphill lines may be preventing the valve from cycling properly. This can happen when the valve is placed too far below an elevated line. If the valve cannot be placed close to the high point of the system, a check valve should be installed near the valve in the outlet line that runs uphill from the valve and a drain line installed just prior to the valve to relieve the pressure. 2. PROBLEM: Water comes out of all the valve outlets CAUSE: Stem and disk assembly not seating properly on valve outlet. SOLUTION 1: Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table 1. SOLUTION 2: Remove the valve top and check the inside walls to ensure that nothing is interfering with the up and down movement of the stem and disk assembly inside the valve. SOLUTION 3: Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner. 3. PROBLEM: Valve skips outlets or zones CAUSE: Pumping into an empty transport line — especially downhill — may cause the valve to skip outlets from pockets of air allowing the rubber flap disk to raise during a cycle. SOLUTION 1: Keep the transport line full. SOLUTION 2: If the line must remain empty between cycles, use a larger diameter transport line laid at a constant grade to prevent air pockets from forming. CAUSE: The stem and disk assembly is being advanced past the desired outlet. SOLUTION 1: Ensure that the correct cam for the desired number of zones is installed and that the outlet lines are installed to the correct outlet ports of the valve as indicated by the zone numbers on the top of the cam. NTP-VA-1 Rev. 1.2, © 11/03 Orenco Systems®, Inc. Page 6 of 6 Distributing Valves General Orenco’s Automatic Distributing Valve Assemblies are mechanically operated and sequentially redirect the pump’s flow to multiple zones or cells in a distribution field. Valve actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve Assemblies allow the use of smaller horsepower pumps on large sand filters and drainfields. For example, a large community drainfield requiring 300 gpm can use a six-line Valve Assembly to reduce the pump flow rate requirement to only 50 gpm. Orenco only warrants Automatic Distributing Valves when used in conjunction with High-Head Effluent Pumps with Biotube®Pump Vaults to provide pressure and flow requirements, and to prevent debris from fouling valve operation. An inlet ball valve and a section of clear pipe and union for each outlet are provided for a complete assembly that is easy to maintain and monitor. Ideal valve location is at the high point in the system. Refer to Automatic Distributing Valve Assemblies (NTP-VA-1) for more information. Standard Models V4402A, V4403A, V4404A, V4605A, V4606A, V6402A, V6403A, V6404A, V6605A, V6606A. Nomenclature Submittal Data Sheet Side View ball valve elbow Top View coupling clear pipe distributing valve union Bottom View elbows Specifications Materials of Construction All Fittings:Sch. 40 PVC per ASTMspecification Unions:Sch. 80 PVCper ASTMspecification Ball Valve:Sch. 40 PVCper ASTMspecification Clear Pipe:Sch. 40 PVCper ASTMspecification V4XXX Distributing Valves: High-strength noncorrosive ABSpolymer and stainless steel V6XXX Distributing Valves: High-strength noncorrosive ABSpolymer, stainless steel, and die cast metal NSU-SF-VA-1 Rev. 3.0, © 4/03 Page 1 of 2 Applications Automatic Distributing Valve Assemblies are used to pressurize multiple zone distribution systems including textile filters, sand filters and drainfields. V Indicates assembly Model series: 44 = 4400 series (2-4 outlets) 46 = 4600 series (5-6 outlets) 64 = 6400 series (2-4 outlets) 66 = 6600 series (5-6 outlets) Distributing valve Number of active outlets A Distributing Valves (continued) Flow (gpm) He a d L o s s T h r o u g h A s s e m b l y ( f t . ) 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 0 5 10 15 20 25 30 35 V4400A V6600A V6400A V4600A NSU-SF-VA-1 Rev. 3.0, © 4/03 Page 2 of 2 Model Inlet Size (in.) Outlets Size (in.) Flow range (gpm) Max Head (ft.) Min. Enclosure V4402A 1.25 1.25 10 - 40 170 VB1217 V4403A 1.25 1.25 10 - 40 170 VB1217 V4404A 1.25 1.25 10 - 40 170 VB1217 V4605A 1.25 1.25 10 - 25 170 RR2418 V4606A 1.25 1.25 10 - 25 170 RR2418 V6402A 1.5 1.5 15 - 100 345 RR2418 V6403A 1.5 1.5 15 - 100 345 RR2418 V6404A 1.5 1.5 15 - 100 345 RR2418 V6605A 1.5 1.5 15 - 100 345 RR2418 V6606A 1.5 1.5 15 - 100 345 RR2418 NOT TO SCALE 07/24/2013EMB 1 of 1DFH INFILTRATOR SYSTEMS INC. 4 Business Park Rd. Old Saybrook, CT 06475 (800) 221-4436 INFILTRATOR ® systems inc . QUICK4 PLUS STANDARD LOW PROFILE CHAMBER PRODUCT SPECIFICATION 8" 48" INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD LOW PROFILE CHAMBER PRODUCT SPECIFICATION (NOT TO SCALE) (EFFECTIVE LENGTH) TOP VIEW 53" SIDE VIEW END VIEW 34" QUICK4 PLUS ALL-IN-ONE END CAP QUICK4 PLUS END CAP 18" 18" 8" 8" 3.3" INVERT 3.3" INVERT 13.3" EFFECTIVE LENGTH* 4.5" EFFECTIVE LENGTH* INSPECTION PORT 6" *ALL VIEWS = INSTALLED LENGTHS 10.4" EFFECTIVE LENGTH* Quick4PLUSPLUS STD LOW PROFILE CHAMBER Failure to comply with these installation instructions may invalidate the warranty. Contact Infiltrator Systems’ Technical Services Department for assistance at 800-221-4436. Installing the Chambers and End Caps 1.To allow pressure laterals to drain after each dose, drill a hole in the bottom of the pipe at the end of the pressure line. Place the snap-off splash plate or a paving block at the bottom of the trench to protect the infiltrative surface from erosion. 2.With a hole saw, drill out the appropriate diameter hole to accommodate the pressure lat- eral pipe. 3.Insert the pressure lateral pipe into the end cap’s drilled opening and slide it into the manifold pipe. Glue the pressure lateral pipe to the manifold pipe. 4. With the pressure lateral pipe through the end cap, place the back edge of the end cap over the inlet end of the first chamber. Be sure to line up the locking pins on the top of both the chamber and end cap. Before You Begin Quick4 Plus Standard Low Profile (LP) Chambers can only be installed according to state and/or local regulations. Soil and site conditions must be approved prior to installation. Conduct a thorough site evaluation to determine proper sizing and siting of the system before installation. Materials and Equipment Needed Quick4 Plus Standard LP Chambers Quick4 Plus All-in-One or Q4 Plus Endcaps PVC Pipe and Couplings Backhoe Laser, Transit or Level Tape measure Shovel and Rake Utility Knife 1 1/4-inch Drywall Screws* Screw Gun* Small Valve-cover Box* 4-inch Cap Inspection Port * Optional These guidelines for construction machinery must be followed during installation: Avoid direct contact with chambers when using construction equipment. Chambers require a 12-inch minimum of compacted cover to support a wheel load rating of 16,000 lbs/axle or equivalent to an H-10 AASHTO load rating. Only drive across the trenches when necessary. Never drive wheeled machinery over chambers. Avoid stones larger than 3 inches in diameter in backfill. Remove stones this size or larger that are in contact with chambers. 5. (Method A)Secure the pres- sure lateral pipe to the top of the first chamber with a plastic pipe strap at the outlet end of the unit. Slide the strap up through a slot in the chamber top, down through the other slot, and cinch the two ends around the pipe. 6. (Method B)With the holes pointing up, stabilize the pressure lateral pipe on the ground to prevent it from moving. 7. Lift and place the next chamber onto the previous one at a 45-degree angle. Line up the chamber end between the connector hook and locking pin at the top of the first chamber. Lower it to the ground to engage the interlocks. 8. (Method A)Secure the lateral pipe to the top of the next chamber once in place. Follow the same method in Step 5. 9. Continue interlocking chambers and securing the pipe until the trench is completed. 10. Before attaching the final end cap, it may be necessary to remove the tongue of the connector hook on the last chamber with a pair of pliers depending on your pipe diameter. 11.Insert the pressure lateral pipe through the hole in the final end cap and slide the end cap toward the last chamber. Lift the end cap over the modified con- nector hook and push straight down to secure it to the chamber. Note: If cleanout extensions are required, use a hole saw to cut a hole in the top of the Quick4 Plus All-in-One Endcap so the pressure lateral pipe with an elbow can extend to the ground surface. For cleanout access, use the “Installing Optional Inspection Ports” section in the general installation instructions. 12.If installing multiple rows of chambers, follow Steps 1-9 to lay the next row of chambers parallel to the first. Keep a minimum separation distance between each row of chambers as required by local code. 2 Drill pressure pipe hole. Quick4®Plus Standard Low Profile Chambers Pressure Distribution Systems Installation Instructions 5 Secure pressure pipe. VALVE BOX (OR IRRIGATION BOX) ACCESS FOR DRAINFIELD MAINTENANCE AND FLUSHING QUICK4 PLUS STANDARD LP 11 Lateral pipe through end cap. 1" PRESSURE LATERAL (TYP.) 2" PRESSURE LATERAL (TYP.) 1” OR 2” TRENCH BOTTOM PIPE PLACEMENT Note: Health departments may require a wet-run pressure check to be done prior to chamber installation when the pipe is lay- ing on the ground. Check with your local health department for the proper procedure. 4 Place end cap over inlet end. Distributed By: 6 Business Park Road • P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • FAX 860-577-7001 1-800-221-4436 www.infiltratorsystems.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, and Quick4 are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. © 2009 Infiltrator Systems Inc. All rights reserved. Printed in U.S.A. PLUS030709AG-0 (a) The structural integrity of each chamber, end cap and other accessory manufactured by Infiltrator (“Units”), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser (“Holder”) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty perod will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator’s liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to inciden- tal, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improp- er operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by State and local codes; all other applicable laws; and Infiltrator’s installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. * * * * * * * The above represents the standard Limited Warranty offered by Infiltrator. A limited number of States and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Infiltrator Systems, Inc. Limited Warranty Advantages of Method A • Pipe and orifice placed closer to the chamber dome offer improved distribution. • Pipe positioned at the top of the chamber places it well above effluent. • Plastic pipe hanger easily secures pipe in place. Advantage of Method B • Pipe resting on the trench bottom allows easy installation and maintenance. • Stabilizing “T’s” keep pipe level. • System promotes efficient pressure checks. • Pipe resting on the trench bottom allows easier inspections if monitoring ports are installed. PRESSURE PIPE WITH HOLES AT 12 O'CLOCK (MAY BE INSTALLED ON EITHER SIDE) ALL WEATHER PLASTIC PIPE STRAP WITH 120 POUNDS TENSILE STRENGTH AT EVERY CHAMBER CONNECTION QUICK4 PLUS STANDARD LP CHAMBER 34" 8" STABILIZE OR "T" EVERY 10' TO PREVENT PIPE ROTATION AND MAINTAIN PROPER PIPE POSITION 3 34" 8" PRESSURE PIPE WITH HOLES AT 12 O'CLOCK (MAY BE INSTALLED ON EITHER SIDE) QUICK4 PLUS STANDARD LP CHAMBER Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-SF-OS-1 Rev. 1.1, © 09/14 Page 1 of 1 Orifice Shields Technical Data SheetOrenco® General Orenco Orifice Shields snap-fit onto laterals. They may be placed on top of or beneath a lateral, depending on the location of the orifice. Orifice shields are covered by method-of-use patent # 5,360,556. Standard Models OS075, OS100, OS125, OS150, OS200 Product Code Diagram Material of Construction PVC per ASTM D-1784 Physical Specifications Model Shield O.D. Lateral pipe O.D. in. (mm) in. (mm) OS075 3.5 (89) 1.05 (27) OS100 3.5 (89) 1.315 (33) OS125 3.5 (89) 1.66 (42) OS150 4.5 (114) 1.90 (48) OS200 4.5 (114) 2.375 (60) Applications Orenco® Orifice Shields are used in a pressurized distribution system to protect the orifices from backfill debris that might cause orifice blockage. Orifice shield installed on lateral pipe, standard configuration Shield Orifice Cutaway view, standard configuration Shield Orifice Cutaway view, cold weather configuration OS Lateral pipe size, nominal: 075 = 0.75 in. (20 mm) 100 = 1.00 in. (25 mm) 125 = 1.25 in. (32 mm) 150 = 1.50 in. (40 mm) 200 = 2.00 in. (50 mm) Orifice shield Item# SEK- Orenco® Flushing Assemblies Flushing Assemblies Orenco® flushing assemblies provide easy access for lateral maintenance. Flushing assembly kits include a PVC sweep with ball valve and a polyethylene valve box enclosure. Orenco® flushing assemblies are available in the following sizes: • 1” diameter • 1.25” diameter • 1.5” diameter • 2" diameter Valve Boxes Orenco® valve boxes are used to provide access to flushing assemblies. Constructed of polyethylene. Valve Box, 7-in. diameter round enclosure Note: Kits include VB7 valve box enclosure. (719) 395-6764 Fax: (719) 395-3727 28005 County Road 317 P.O. Box 925 Buena Vista, CO 81211 Water & Wastewater • Systems • Products • Service Website: http://valleyprecast.com/ Email: frontdesk@valleyprecast.com Speci1ic::1 tion s l. A driveway approach is understood to be that portion of the county road right-of way between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting property. 2. At any intersection, a driveway shall be restricted for a sufficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of l 00 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the county road in order to maneuver safely and without interfering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the county road right-of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred ( 100) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 100) feet shall ·be pennitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No commercial driveway shall have a width greater than thirty (30) feet measured at right anglc:s to the centerline of the driveway except as increased by pennissible radii. No noncommercial driveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by pennissiblc radii . 8. The axis of an approach to the road may be at a right angle to the centerline of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the county road right-of-way is specifically prohibited. Commercial establishments for cu:stomer vehicles should provide off-the-road parking facilities. 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the nonnal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than ten percent ( 10% ). 11. All driveways and approaches shaJl be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior to installation, must approve the dimensions and types of all drainage structures. Note; This permit shall be made aYailable at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be issued without drawing, blueprint, or sketcb..