HomeMy WebLinkAbout1290 Wapiti Rd - 193931300045INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT Eagle County Department of Environmental Health PERMIT Np 0852 P.O. Box 850 - 550 Broadway Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST PLEASE "CALL FOR FINAL INSPECTION BEFORE BE POSTED AT INSTALLATION SITE COVERING ANY PORTION OF INSTALLED SYSTEM Owner: Mark & Patty Beagley Telephone: 524-7335 Address: P. 0. Box 675 Eagle, Colorado 81631 System Location: Chambers Ranch Lot C Installer: Mark Beagley - owner License Number: Conditional installation approval is hereby granted for the following: Minimum requirements: 1250 Gallon Septic Tank or Aerated Treatment unit Absorption area of dispersal area computed as follows: Percolation rate: 1 Inch in 10 Minutes Absorption area per bedroom Sq. Ft. Number of Bedrooms 3 X Sq. Ft. minimum requirement per bedroom - equals Total Sq. Ft. minimum requirement Special Requirements: Two 80' of 10" ' SB2 Date: Jul Y 6, 1988 Environmental Health Officer: Sid Fox CONDITIONS: 1. All installations must comply with all requirements of the Eagle County Individual Sewage Disposal System Regulations, adopted pursuant to authority granted in 25-10-104, C.R.S. 1973, as amended. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Connection to or use with any dwelling or structure not approved by the zoning and building departments shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.21 requires any person who constructs, alters or installs an Individual Sewage Disposal System to be licensed according to the regulations. FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System Regulations until the system is approved prior to covering any portion of the system. LiNJTA(_ INSTALLED ABSORPTION OR DISPERSAL AREA: 'A. FT. C6 10 INSTALLED SEPTIC TANK:.1-220 GALLONS; �' S DEGREES; 1 3 FEET DESIGN ENGINEER OF SYSTEM: INSTALLER OF SYSTEM: 1N-2 < &4,d e �j PHONE: SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR AERATED ACCESS PORTS ABOVE GRADE: YESNO PROPER MATERIALS AND ASSEMBLY: YES NO COMPLIANCE WITH PERMIT REQUIREMENTS: YES_f NO COMPLIANCE W1TH COUNTY / STATE REGULATION REQUIREMENTS: YES NO COMMENTS: (Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) DATE (Final Approval) ENVIRONMENTAL HEALTH OFFICER: 52/0 DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER: RETAIN WITH RECEIPT RECORDS PERMIT Name of Applicant: Mark & Patty gley Name of Owner: Mark & Patty Beagley Amount Paid:$275.00 Receipt Number: 10 Date:6-24-88 Cashier: Jo Brophy Check # 1404 White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, COLORADO 81631 ND• 321� 949-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATION FEE $150.00 I PERCOLATION TEST FEE $125.00 NAME OF OWNER: A/C,ki_llye MAILING ADDRESS: PO B �c ( s / � ,, Cc FIK31 PHONE: s� �—��.�,� NAME OF APPLICANT (If different from owner): ADDRESS: DESIGN ENGINEER OF SYSTEM (If applicable): ADDRESS: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: LICENSED INSTALLER: ( ) YES ( NO ADDRESS: PHONE: PHONE: PHONE: I PERMIT APPLICATION IS FOR: (C4 NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYST M: Physical Address: � Parcel Number: C - 13-CCC_- SLo Siz Legal Description: Zot C -- c a e BUILDING OR SERVICE TYPE (Check applicable category): Residential - Single Family ( ) Residential - Fourplex Residential - Duplex ( ) Commercial (Type) ( ) Residential Triplex NUMBER OF PERSONS: -3 NUMBER OF BEDROOMS: 3 WASTE TYPES Check applicable categories : Commercial or Institutional ( ) Dwelling ( ) Non -Domestic Wastes ( ) Transient Use ( Garbage Disposal ( vrDishwasher ( Automatic Washer ( ) Spa Tub ( ) Other (Specify): TYPE OF INPIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: Septic Tank Composting Toilet ( ) Incineration Toilet ( ) Vault Privy ( ) Greywater ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use ( ) Other ( ) Recycling, Other UsKNO WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES ( IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: ( ) YES ( O WATER CONSERVATION PLAN: ( ) YES ( ) NO NOTE: The Environmental Health Office may reduce the required absorption area upon approval of an adequate water conservation plan. SOURCE AND TYPE OF WATER SUPPLY: ( Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: -�-- If � supply d y com nity ater, give name of supplier: a -�— _ SIGANTURE: DATE: 6 5i�ZK INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope S 10 I%v Depth to Bedrock (Per 8' profile hole Depth to Groundwater table SOIL PERCOLATION TEST RESULTS: jo Minutes per inch in Hole #1 Minutes per inch in Hole #2 Minutes per inch in Hole #3 FINAL DISPOSAL BY: (;K,) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Above Ground Dispersal ( ) Sand Filter ( ) Under Ground Dispersal ( ) Wastewater Pond ( ) her �� C-,L �' AMOUNT PAID. c9, : RECEIPT NUMBER )7') DATE: & " y NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. (Environmental Health Dept. - Rev. 4/88) PERCOLATION TEST ENVIRONMENTAL HEALTH DEPARTi•IENT Eagle County FEE: $50.00 ISDS APPLICATION idO. `32t4 OWNER: Ai2iC Ali i LEGAL DESCRIPTION: LdT e�V"�dA,11 T RURAL ADDRESS: .a: .TYPE OF D4JELLING: � �' N e NUmBER OF BEDROOFIS : 1 DATE OF PERCOLATION TEST: TYPE OF SOIL:�� TEST HOLES PRE-SOAKED: YES NO TIC?E II WATER DEPTH 2 3 II 177 2 aa3,-/ a �� ; 57 S i3 3 35-11 0'/0 1 35 ` � 11 INCHES OF FALL a 7/b I a If tr2�' i ,ZS 69 PERCOLATION RATE: (Yr P� RECOMMENDED MINIMUM SEPTIC TANK SIZE: IODD A) RECOMMENDED MINIMUM LEACH FIELD SIZE: yQ5- RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: 72e"cg SITE HAS BEEN REVIETHED AND TESTED FOR PERCOLATION RATE. S/iJ G -2- Environmental Health Officer Date COMMENTS: ---rZrNcH Uj Ij4 -Pr�1 Rev. 5/31/84 RATE E 6 ; o? /'<- S. /Dot � 30,0 P, 2, 0 :17 qo / 3� 3 852 Beagley Lot E Chamber Ranch 1939-313-00-045 JOB NAME JOB NO. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL ---------- ----------- PERMIT # 852 OWNER: Mark and Patty Beagley LOCATION: Lot C, Chambers Ranch INSTALLER: Mark Beagley - owner SIZE OF TANK: 1250 Gallons DWELLING: 3 BR Residence PERC RATE: 10 MPI ABSORPTION AREA: Two 80' lengths of 10" SB2 FINALIZED: 7-6-88 BY: Sid Fox - LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 Q® N Pdnted iti U.S.A. 852 Beagley Lot E Chamber Ranch 1939-313-00-045 JOB NAME JOB NO. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL ----------------- - - PERMIT # 852 OWNER: Mark and Patty Beagley LOCATION: Lot C, Chambers Ranch INSTALLER: Mark Beagley - owner SIZE OF TANK: 1250 Gallons DWELLING: 3 BR Residence PERC RATE: 10 MPI ABSORPTION AREA: Two 80' lengths of 10" SB2 FINALIZED: 7-6-88 BY: Sid Fox - -- -)TAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER PrOdUCt 278 59970 N Printed in U.S.A. 852 Beagley Lot E Chamber Ranch 1939-313-00-045 JOB NAME JOB NO. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL -- --- ---- — — - -- - - ----- - PERMIT # 852 OWNER: Mark and Patty Beagley LOCATION: Lot C, Chambers Ranch INSTALLER: Mark Beagley - owner SIZE OF TANK: 1250 Gallons DWELLING: 3 BR Residence PERC RATE: 10 MPI ABSORPTION AREA: Two 80' lengths of 10" SB2 FINALIZED: 7-6-88 BY: Sid Fox -- -)TAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Prodltot 278 80910 N Printed in U.S.A. ROUTE FORM EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE Mark and Patty Beagley ` Name June 30, 1988 3216 Date Routed Chambers Ranch - Lot C Application No. Location Please review the attached Individual Sewage Disposal System Permit Application and return it with this completed form the the Environmental Health Office. PLANNING: Complies with - YES NO REVIEWED BY DATE Subdivision Regulations: Zoning Regulations: Recommend Approval:. COMMENTS: BUILDING: Complies with - Building Permit Applied For: Building Permit Issued: Recommend Approval: COMMENTS: ENGINEER: Complies with - Roads: Grading: Drainage: Recommend Approval: COMMENTS: 3 5' A4cke A�tcQ. ' -3o S YES NO REVIEWED BY DATE YES NO REVIEWED BY DATE ENVIRONMENTAL HEALTH: Complies with -, YES Floodplain Permit Necessary: I.S.D.S. Regs..Compliance: Recommend Approval: COMMENTS: NO REVIEWED BY DATE U N r i7> no Q) m INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1237 Please call for final inspection before covering any portion of installed system. OWNER: Mark Beagley PHONE: 328-6647 MAILING ADDRESS: P.O. BOX 675 O;ry: Eagle State: CO ZIP: 81637 APPLICANT: Mark Beagley PHONE: 328-6647 SYSTEM LOCATION: 1290 Wapiti Road TAX PARCEL NUMBER: 1939-313-00-045 LICENSED INSTALLER: Bemis Plumbing & Heating LICENSE NO: 2 2 - 9 3 DESIGN ENGINEER OF SYSTEM: INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: ff/I L % / //��� /� 1600 125 GALLON SEPTIC TANK,2) - I100051- t a, �-,�i /!. Se�sP J t pkoe ,A..'Oved 4'." / :q ABSORPTION AREA REQUIREMENTS: `3 /� f SQUARE FEET OF SEEPAGE BED !r SQUARE T OF TREN O TTOM' SPECIAL REQUIREMENTS: infiltrator units In tries Or 200 lineal feet SB2 in trenches. Install inspection portals at end of each trench. (Sizing per o rs re s )-T ENVIRONMENTAL HEALTH APPROVAL: DATE: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10. 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 1313 SQUARE FEET. INSTALLED SEPTIC TANK: 2-1000 GALLON 116 DEGREES 11 FEET FROM center of house On east side of house. SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY X YES NO COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: X YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL - DATE: ENVIRONMENTAL HEALTH APPROV L• DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # ISDS Permit # 037 Building Permit APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.0 ************************************************************************** PROPERTY OWNER: MAILING ADDRESS : ,0 jyC A — APPLICANT/ CONTACT PERSON: j0 t" /Cy PHONE • 32-9 - 66 4 /fir) d1 LICENSED SYSTEMS CONTRACTOR: bS �J /ca!, kx. / '� ++ �-- _f - ADDRESS: (.,/e Pf r ,�� q �' _ PHONE • 2-9 - �, o / PERMIT APPLICATION IS FOR: NEW INSTALLATION ( ) ALTERATION ( ) REPAI LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: �� 4( - c� Parcel Number:Lot size:�,� Physical Address: qL-1 RCA BUILDING TYPE: (Check applicable category) (0�, (�Cf Residential / Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms ( ) Commercial / Industrial* Type TYPE OF WATER SUPPLY: Well (X Spring ( ) Surface ( ) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY. TREASURER" SIGNATURE: aix A DATE: AMOUNT PAID::`, L_ RECEIPT# DATE: 1 ' CHECK # ram. CASHIER: COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 EAGLE COUNTY, COLORADO November 1, 1994 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 Mark Beagley P.O. Box 675 Eagle, CO 81631 RE: Final of ISDS Permit No. 1237-93 Parcel # 1939-313-00-045, Property located at: 1290 Wapiti Road, Chambers Ranch, Eagle. Dear Mr. Beagley, This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at 328-8755. Sincerely, Jeff Fedrizzi Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit enclosures I TSMM m 9 rn V e, � 3 m to -a PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. ,e� 4 .-,A' OWNER: vl ' y 16e_�,a 1 LEGAL DESCRIPT1011; MAILING ADDRESS: TYPE OF DWELLING:e NUMBER OFBEDROOMS TEST HOLES PRE-SOAKED: YES_ NO TIME Whmvn r%""M1 1 2 3 1 -- 2 37 iw�nLJ yr 1 2 rHLL 3 RATE 1 2 SOIL PROF °. on ' 21 �D f-12 3b V1. D 1 1 Zie V-{" 1 Z Z 37- � o F 75 Ib�l J tIS l 5��'%79 q, ��� ®1 `+ C .� r�11J 51 .- 5sD a- 6� ,� j w 5� cl_ , Z 2.5 01 b4)0r, I I i' .g15 �2, Time to drop last inch PERC RATE: MINIMUM SEPTIC TANK SIZE:« MINIMUM LEACH FIELD SIZE: COMMENTS: PERC TEST DONE BY: /V, DATE: Coda Environmental Health officer rev. 6/90ks !S 7-s-' . z 4-za ��c � COMMUNITY DEVELOPMENT DEPARTMENT (303) 32 8.8 730 EAGLE COUNTY, COLORADO DATE: June 3, 1993 t` TO: Bemis Plumbing & Heating 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO 81631 FAX (303) 328-7207 FROM: Eagle County, Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No.:1237-93 Parcel #:1939-313-00-045 Property Located at:1290 Wapiti Road, Parcel C, Chambers Ranch, Mark Beagley Enclosed is your ISDS Permit No. 1237-93 valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please call our office well in advance for the final inspection. The final inspection is to be done before any portion of the installed system is covered. The deadline for the final inspections done by Eagle County Environmental Health is December 1. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Be aware that the specifications on the permit are minimum requirements only. Installers should bring this to the attention of the property owner. This permit does not indicate conformance with other Eagle county requirements. If you have any questions, please feel free to contact us at 328-8755. cc: file Building Department, File #5790 1237-93, Tax Parcel #1939-313-00-045, Parcel C, Chambers Ranch BP.agl?y JOB NO. BILL TO DATE STARTED DATE COMPLETED DATE BILLED Ms-: - ' -0 0 0o /0 0 0 oats/ s1 Ili 3 4 JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 NEW ENGLAND BUSINESS SERVICE,. INC., GROTON, MASS. 01471 JOB FOLDER Printed in USA ':�-'- -5- L4 Z /,Doc Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-030088-2024 Permit Type: OWTS Permit Work Classification: New Permit Status: Final Issue Date: 8/6/2024 Expires: 2/8/2025 On-Site Wastewater Treatement System Project Address Parcel Number 1290 WAPITI RD, EAGLE AREA,193931300045 Owner Information Address Mark and Patty Beagley PO Box 675 Eagle, CO 81631 Phone: (970) 328-7125 Cell: (970) 471-3731 Email: mark@sdi-builds.com Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email KUMAR & ASSOCIATES, Dave Young (970) 945-7988 dyoung@kumarusa.com Contractor License Number Phone Email RDM Excavating rdmexc@gmail.com(970) 524-1386OWTSPL-000380-20 24 Permitted Construction / Details: Install the new system exactly as depicted in the Kumar & Associates design dated April 30, 2024, and stamped and signed on May 2, 2024. The new system will be sized to accommodate the maximum daily flows for a 3 bedroom ADU. Records indicate that a mobile home was previously on the site. The tank for the system serving the mobile home and permitted under 852IS must be removed or abandoned in accordance with Eagle County OWTS regulation 43.9.C. This OWTS consists of 1 sewer line from the dwelling to a Valley Precast 1,000 gallon, two-chamber concrete septic tank with an effluent filter in the outlet tee. Effluent will flow from the tank to a Tuf-Tite 4-Hole Distribution Box, equipped with speed levelers, and with risers as needed to be accessible at grade. The STA consists of 2 shallow trenches of 22 Infiltrator Quick 4 Plus Standard chambers for a total of 44. Schedule 40 PVC shall be used beneath all driveway surfaces. Be sure to flag and maintain 25’ setback distance from the dry gulch prior to starting excavation. The water supply line for the ADU must be indicated on the engineers final documentation and setbacks observed as indicated in approved plans. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system. THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Kirk Weems Date August 06, 2024 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Tuesday, February 11, 2025 1 5020 County Road 154 Glenwood Springs, CO 81601 phone: (970) 945-7988 fax: (970) 945-8454 email: kaglenwood@kumarusa.com www.kumarusa.com Office Locations: Denver (HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, and Summit County, Colorado January 30, 2025 Mark Beagley P. O. Box 675 Eagle, Colorado 81631 mark@sdi-builds.com Project No. 24-7-205 Permit No. OWTS-030088-2024 Subject: Certification of Onsite Wastewater Treatment System, Proposed Accessory Dwelling Unit (ADU), Parcel C, Chambers Ranch Parcels, 1290 Wapiti Road, Eagle County, Colorado Dear Mark: A representative of Kumar & Associates observed the installation of the Onsite Wastewater Treatment System (OWTS) for the ADU at the subject site as required by the Eagle County Environmental Health Department. Our observations and recommendations are presented in this report. The services are supplemental to Kumar & Associates agreement for professional services with you dated March 19, 2024. We previously designed the OWTS for the site as submitted in our report dated June 26, 2024, Project No. 24-7-205. The ADU will have three bedrooms. The system was designed for three bedrooms. The OWTS was installed by RDM Excavating under Permit No. OWTS-030088- 2024. We performed our as-built evaluation on December 16, 2024. The OWTS components observed included: septic tank, distribution box, effluent line and soil treatment area (STA) and the locations of these components. The installation and locations of the system components were verified as shown on Figure 1. Pictures of the OWTS components made during the site visit are included with this report. The septic tank was changed from a Valley Precast 1,000-gallon, two-chamber tank to a Roth 1,060-gallon, two-chamber tank. The Tuf-Tite 4-hole distribution box was changed to a Polylok 7-hole distribution box. The changes are acceptable to us. It is our opinion that the OWTS was installed in general conformance with the above referenced design. The observations and recommendations presented above are based on our site observation and our experience in the area. We make no warranty either express or implied. Alterations to the system or improper backfill and site grading could affect the operation and effectiveness of the OWTS. 129 0 WA P I T I R D . BE A G L E Y RE S I D E N C E +100 ' - 0 " = 6 , 6 8 6 ' u s g s MAI N L E V E L S H E A T H I N G DRAINAGE SWALE T/OFLA G S T O N E PATI O = +6 6 8 5 . 5 129 0 WA P I T I R D . BEA G L E Y GA R A G E +10 0 ' - 0 " = 6 , 6 8 6 . 0 ' u s g s GAR A G E C O N C R E T E T/O CON CSIDE W A L K = +6 6 8 5 . 5 TO BE REMOVED T/O PAV E R PAT I O = +6 6 8 5 . 5 DRAINAGE SWALE 82' 84' 80' 80' 82' 84' 86' 88' 88' 86' 85' 85' 85.5' 90' 90' 84' DRAINAGE SWALE DRAINAGE SWALE 85.5' 85' 85' 85' 85' 85' 85' 85' 85' 85' 85' 85' 80' 80' DRAINAGE SWALE Kumar & Associates OWTS PHOTOGRAPH LOG PROPOSED ADU PARCEL C, CHAMBERS RANCH PARCELS 1290 WAPITI ROAD EAGLE COUNTY, COLORADO Project No. 24-7-205 Photograph 1: Roth 1,060- gallon, two-chamber septic tank Photograph 2: Effluent filter at septic tank outlet OWTS PHOTOGRAPH LOG PROPOSED ADU PARCEL C, CHAMBERS RANCH PARCELS 1290 WAPITI ROAD EAGLE COUNTY, COLORADO Project No. 24-7-205 Photograph 3: Polylok 7-hole distribution box with flow equalizers installed Photograph 4: Effluent lines from distribution box to soil treatment area (STA) OWTS PHOTOGRAPH LOG PROPOSED ADU PARCEL C, CHAMBERS RANCH PARCELS 1290 WAPITI ROAD EAGLE COUNTY, COLORADO Project No. 24-7-205 Photograph 5: Soil treatment area (STA) with observation ports. Inspection Result Eagle County, Colorado P.O. Box 179 500 Broadway Eagle, CO Phone: (970) 328-8730 Fax: (970) 328-7185 IVR Phone: 1-866-701-3307 Inspection Number: INSP-538166-2025 Permit Number: OWTS-030088-2024 Inspection Date: 12/16/2024 Inspector: Weems, Kirk Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: NewOwner:Mark and Patty Beagley Job Address:1290 WAPITI RD IVR Pin Number:202313 EAGLE AREA, CO Project:<NONE> Parcel Number:193931300045 Contractor:Phone: (970) 524-1386 / Cell: RDM Excavating Inspection Status: Approved Inspection Notes Inspector Comments Added Item: Septic Tank 12/16/2024 - Roth IM 1060 2 chamber poly tank Added Item: Record Drawing Received 1/31/2025 Added Item: Record Photos Received 1/31/2025 Added Item: Site and Soil Included with orginal design submitted 05/30/2024 Added Item: Final Certification Letter Received 1/31/2025 Added Item: General Plan 12/16/2025 - Installed generally to plan. D-box and tank manufacturer changed,; tank on CDPHE acceptance list, d-box is polylok 7 hole with flow equalizers installed. Added Item: Soil Treatment Area (STA) 12/16/2025 - 2 trenches of 22 Infiltrator chambers for total of 44. No smearing observed and depth is less than 48". Added Item: Identification of Systems Contractor Confirm Rodney Morgan/RDM Excavating Tuesday, February 11, 2025 For more information visit: http://www.eaglecounty.us Page 1 of 2 Tuesday, February 11, 2025 For more information visit: http://www.eaglecounty.us Page 2 of 2 5020 County Road 154 Glenwood Springs, CO 81601 phone: (970) 945-7988 fax: (970) 945-8454 email: kaglenwood@kumarusa.com www.kumarusa.com Office Locations: Denver (HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, and Summit County, Colorado ONSITE WASTEWATER TREATMENT SYSTEM DESIGN PROPOSED ACCESSORY DWELLING UNIT (ADU) PARCEL C, CHAMBERS RANCH PARCELS 1280 WAPITI ROAD EAGLE COUNTY, COLORADO PROJECT NO. 24-7-205 APRIL 30, 2024 PREPARED FOR: MARK BEAGLEY P. O. BOX 675 EAGLE, COLORADO 81631 mark@sdi-builds.com Kumar & Associates, Inc. Project No. 24-7-205 TABLE OF CONTENTS INTRODUCTION ...................................................................................................................... - 1 - PROPOSED CONSTRUCTION ................................................................................................ - 1 - SITE CONDITIONS ................................................................................................................... - 1 - SUBSURFACE CONDITIONS ................................................................................................. - 1 - OWTS ANALYSIS .................................................................................................................... - 2 - DESIGN RECOMMENDATIONS ............................................................................................ - 3 - SOIL TREATMENT AREA................................................................................................... - 3 - OWTS COMPONENTS ......................................................................................................... - 4 - OWTS OPERATION AND MAINTENANCE.......................................................................... - 6 - OWTS HOUSEHOLD OPERATION .................................................................................... - 6 - OWTS MAINTENANCE ....................................................................................................... - 6 - OWTS CONSTRUCTION OBSERVATION ............................................................................ - 7 - LIMITATIONS ........................................................................................................................... - 7 - FIGURES FIGURE 1 – OWTS SITE PLAN FIGURE 2 – USDA GRADATION TEST RESULTS FIGURE 3 – SOIL TREATMENT AREA CALCULATIONS FIGURE 4 – SOIL TREATMENT AREA PLAN VIEW FIGURE 5 – SOIL TREATMENT AREA CROSS SECTION ATTACHMENTS VALLEY PRECAST 1,000 GALLON, TWO-CHAMBER SEPTIC TANK DETAIL TUF-TITE 4-HOLE DISTRIBUTION BOX Kumar & Associates, Inc. Project No. 24-7-205 INTRODUCTION This report provides the results of an onsite wastewater treatment system (OWTS) design for a proposed accessory dwelling unit (ADU) to be located on Parcel C, Chambers Ranch Parcels, 1280 Wapiti Road, Eagle County, Colorado. The purpose of the report is to provide design details for the OWTS in accordance with the Garfield County Environmental Health Department Onsite Wastewater Treatment System Regulations and the Colorado Department of Public Health and Environmental Regulation #43. The services were performed in accordance with our agreement for professional services to Mark Beagley dated March 19, 2024. PROPOSED CONSTRUCTION The proposed ADU will be a one-story structure over crawlspace with a detached garage located on the parcel as shown on Figure 1. The ADU will have three bedrooms. The OWTS will be designed for three bedrooms. The proposed soil treatment area (STA) for the OWTS will be located downhill and to the southwest of the ADU as shown on Figure 1. Water service will provided by an onsite well. The route of the water supply line to the ADU has not yet been determined. A trailer and shed on the property will be removed for the new construction. If proposed construction is different than that described, we should be contacted to re-evaluate our design recommendations. SITE CONDITIONS The site was occupied by a trailer house and shed at the time of our field exploration, see Figure 1 for locations. The main residence and onsite well are located approximately 800 feet southwest of the proposed building location. The terrain at the proposed ADU and STA is moderately sloping down to the southwest. There are steep hillside drainage gulches to the southwest and southeast of the proposed ADU. Vegetation consists of sagebrush, juniper trees, grass and weeds. SUBSURFACE CONDITIONS The field exploration for the OWTS was conducted on April 12, 2024. Two profile pits (Profile Pits 1 and 2) were excavated with an excavator at the approximate locations shown on Figure 1 to evaluate the subsurface conditions at the planned soil treatment area for the OWTS. The pits were logged by a representative of Kumar & Associates. Logs of the profile pits are provided below. Log of Profile Pit 1 Depth USDA Classification 0-1’ TOPSOIL; organic Loam, firm, moist, dark brown. 1’-8’ SANDY LOAM; gravelly, strong blocky structure, stiff, moist, brown to light brown. • Disturbed bulk sample obtained from 5 to 6 feet. • Bottom of pit @ 8 feet. • No groundwater or redoximorphic features observed at time of pit excavation. - 2 - Kumar & Associates, Inc. Project No. 24-7-205 Log of Profile Pit 2 Depth USDA Classification 0-1’ TOPSOIL; organic Loam, firm, moist, dark brown. 1’-3’ LOAM; strong blocky structure, stiff, moist, brown. 3’-9’ SANDY LOAM; gravelly, moderate blocky structure, stiff, moist to slightly moist, brown to light brown. • Bottom of pit @ 9 feet. • No groundwater or redoximorphic features observed at time of pit excavation. The soils encountered in profile pits, below about 1 foot of organic topsoil, consisted of nil to 2 feet of Loam overlying Sandy Loam down to the pit depths of 8 and 9 feet. Hydrometer and gradation analyses were performed on a disturbed bulk sample of the soils from Profile Pit 1 from 5 to 6 feet depth with the results provided on Figure 2. The tested sample (minus No.10 size sieve fraction) classifies as Sandy Loam per the USDA system. No free water was encountered in the pits nor indications of seasonal high groundwater were observed at the time of the pit excavations. Based on the subsurface conditions and laboratory testing, the soils at the STA have been classified as Type 2 per State regulations, which equates to a long-term acceptance rate (LTAR) of 0.60 gallons per square foot per day. OWTS ANALYSIS Based on the site conditions and profile pit evaluations, the evaluated area should be suitable for a conventional infiltration disposal system. There is adequate elevation difference from the ADU down to the STA for gravity flow of the sewer effluent. The STA will consist of chambers in a trench configuration based in the Loam and Sandy Loam soils. The STA will be sized for three bedrooms (6 persons) with an average daily flow of 75 gallons per person, and an LTAR of 0.60 gallons per square foot per day for the natural soils. The effluent will gravity flow from the ADU to the septic tank for primary treatment and then gravity flow to the STA for dispersal and final treatment. The STA will consist of two trenches with Infiltrator Quick 4 Plus Standard chambers. Equal distribution will be provided to the chambers and trenches by a distribution box. The existing trailer house and shed will be removed prior to construction. The existing septic tank and STA were not located. The existing septic tank should be removed or abandoned per county regulations. The onsite well is far outside of any setbacks to the OWTS. The route of the planned water supply line to the ADU is currently not designed. The required setback to the water line from the septic tank is 10 feet, 5 feet for sewer and effluent lines, and 25 feet from the STA. We should be notified for additional recommendations if the water line is within these minimum setbacks. - 3 - Kumar & Associates, Inc. Project No. 24-7-205 DESIGN RECOMMENDATIONS The design recommendations presented below are based on the proposed construction, the site and subsurface conditions encountered and our experience in the area. A layout of the proposed OWTS components is provided on Figure 1. If conditions encountered during construction are different than those that are described in this report, we should be contacted to re-evaluate our design recommendations. SOIL TREATMENT AREA • The STA will consist of two trenches with 22 Infiltrator Quick 4 Plus Standard chambers placed in each trench (44 chambers total) in the native soils. Equal distribution will be provided to the trenches by a distribution box. • The STA was sized based on an LTAR of 0.60 gallons per square feet per day. • Each chamber was allowed 12 square feet of area. A 30% reduction of the STA size was applied for use of Infiltrator chambers in a trench configuration. The total STA design size is 528 square feet. Soil treatment area calculations are shown on Figure 3. • A minimum of four feet of undisturbed soil between trenches is required. • Trench cut depths should be a maximum of 3 feet deep. • The trenches should be oriented along ground contours to minimize soil cut and cover. • The base and sidewalls of the trench excavations should be scarified prior to the chamber placement. • A minimum of 12 inches and a maximum of 24 inches of cover soil should be placed over the chambers. • Backfill should be graded to deflect surface water away from the STA and should be sloped at 3 horizontal to 1 vertical or flatter. A swale to divert surface water flow away from the STA may be needed. • Disturbed soil should be re-vegetated as soon as possible with a native grass mix. No trees, shrubs or other plants with deep roots should be planted on or near the STA as this may damage the system piping. • Four-inch diameter inspection ports should be installed vertically into the knockouts provided in the chamber end caps. Install ports at each end of the trench. The inspection port piping should be screwed into the top to the chambers and should not extend down to the ground surface inside the chambers. The inspection ports should extend at least 8 inches above the finished ground surface or be protected in a valve box at finished grade. • The STA must be a minimum of 5 feet from the septic tank. • The STA must be a minimum of 25 feet from any potable water supply lines. • The STA must be a minimum of 20 feet from the ADU. • The STA must be a minimum of 100 feet from a potable water cistern. • The STA must be a minimum of 25 feet from a dry gulch. • A plan view of the STA is presented on Figure 4 and a cross section of the STA is presented on Figure 5. - 4 - Kumar & Associates, Inc. Project No. 24-7-205 OWTS COMPONENTS Recommended OWTS components provided below are based on our design details and our experience with the specific component manufacturers. Equivalent components may be feasible but need to be approved by us prior to construction. Septic Tank • A Valley Precast 1,000 gallon, two-chamber septic tank should be used. A detail of the tank is provided as an attachment. • An effluent filter should be installed in the tank outlet tee. • The tank must be a minimum of 5 feet from the ADU and the STA. • The tank must be a minimum of 10 feet from any potable water supply lines. • The tank must be a minimum of 10 feet from a dry gulch. • The tank must be a minimum of 50 feet from a potable water cistern. • The tank must be set level. The excavation bottom must be free of large rocks or other objects that could damage the tank during placement. A road base or gravel bedding material may be needed to prevent tank damage during placement and act as a leveling course. • The tank lids must extend to final surface grade and made to be easily located. • Install the tank with 2 feet minimum cover soil for frost protection. Maximum tank soil cover is 4 feet. Sewer Pipe • The sewer line to the septic tank should not be less than the diameter of the building drains and not less than 4 inches in diameter. • The sewer pipe should have a rating of SDR35 or stronger. • Schedule 40 PVC pipe is required beneath any driveway surfaces. • The sewer pipe should be sloped between 2% to 4% to help limit disturbance of solids in the tank and potential sewage bypass of the first chamber of the tank. If a steeper slope is needed, this can be accomplished with vertical step-downs in the sewer line. • A minimum 18 inches of cover soil should be provided over the sewer pipe. Paved areas, patios or other areas without vegetative cover may be more susceptible to frost and we recommend 48 inches of soil cover over the sewer pipe in these areas, and the pipe be insulated on top and sides with 2-inch-thick blue foam insulation board. If adequate soil cover is not possible, we should be contacted for re-evaluation prior to installation. • The sewer pipe should be bedded in compacted ¾-inch road base or native soils provided that the native soils contain no angular rocks or rocks larger than 2½ inches in diameter to help prevent settlement of the pipe. Sags in the pipe could cause standing effluent to freeze and damage the piping. • Install cleanout pipes within 5 feet of the building foundation, where the sewer pipes bend 90 degrees or more and every 100 feet of sewer pipe. • All 90-degree bends should be installed using a 90-degree long-sweep or by using two 45-degree elbows. - 5 - Kumar & Associates, Inc. Project No. 24-7-205 • The sewer line location shown on Figure 1 is considered conceptual. We assume that there will be only one sewer line exiting the ADU. It is the responsibility of the owner/ contractors to locate all sewer line exit locations and connections to the septic tank. We should be notified if there are other sewer lines exiting the building. Effluent Transport Piping • The effluent transport pipe should be 4-inch diameter SDR35 piping sloped at a 2% minimum to flow from the septic tank to the distribution box and from the distribution box to each trench. Piping should extend at least 6 inches into the top knockout provided in the Infiltrator end caps and be screwed in place. Splash plates should be installed beneath the inlet piping to help limit scouring of the infiltrative soil surface in the chambers. • The effluent transport pipe should be bedded in compacted ¾-inch road base or native soils provided that the native soils contain no angular rocks or rocks larger than 2½ inches in diameter to help prevent settlement of the pipe. Sags could cause standing effluent to freeze and damage to the piping. • A minimum 18 inches of cover soil should be provided over the effluent transport pipe. Paved areas, patios or other areas without vegetative cover may be more susceptible to frost. We recommend 48 inches of soil cover over the effluent pipe and insulation with at least 2 inches of rigid foam insulation in these areas. If adequate cover soil is not possible, we should re-evaluate the condition prior to installation. • Schedule 40 PVC pipe is required underneath driveway surfaces and should be provided with at least 48 inches of soil cover and be insulated on top and sides with 2-inch-thick rigid foam insulation board. • All 90-degree bends should be installed using a 90 degree long-sweep or by using two 45-degree elbows. Distribution Box • The distribution box will be used to equally divide effluent flow between the trenches. We recommend the Tuf-Tite 4-Hole Distribution Box since it is easily accessible from ground surface for maintenance. A copy of the distribution box detail is provided as an attachment to this report. • The distribution box outlet pipes should be equipped with Tuf-Tite speed levelers for ease of initial setup and adjustment over time. • The distribution box should be a minimum of 18 inches below grade with risers and an access lid at or above grade. • The distribution box must be accessible from ground surface for inspection and maintenance per the State guidelines. • The effluent line from the septic tank should be directed downward into the distribution box with a 90-degree elbow inside the box. • The distribution box must be installed level on a compacted road base subgrade to ensure equal effluent distribution. If settlement of the distribution box occurs, unequal effluent - 6 - Kumar & Associates, Inc. Project No. 24-7-205 distribution may take place which could cause hydraulic overload of one of the trenches and potential failure. The distribution box should be monitored periodically, and the speed levelers should be adjusted as necessary for levelling. • The ground surface above and around the distribution box should be graded to drain away surface water to prevent standing water near the distribution box which could freeze or cause settlement. OWTS OPERATION AND MAINTENANCE The OWTS will require periodic inspection and maintenance to function properly. A properly designed, installed and maintained system can greatly increase its lifespan. The level of maintenance will vary depending on the complexity of the system and water use habits of the residents. We recommend that an OWTS Operation and Maintenance (O&M) Manual be developed. Depending on the complexity of the system, a contract with an OWTS maintenance provider may be prudent. Below are some basic recommendations for the OWTS O&M. OWTS HOUSEHOLD OPERATION • Use of high efficiency water fixtures is recommended to decrease the hydraulic load on the OWTS system. • Fix plumbing leaks immediately as this may cause a hydraulic overload of the soil absorption system. • Do not irrigate the area on top of or directly upgradient of the STA field as this may cause a hydraulic overload. • Do not dispose of household waste down drains as this may clog or damage OWTS components. Examples of household waste include: dental floss, cotton swabs, coffee grounds, paper towels, feminine products and many other kitchen and bath items. • Use of kitchen garbage disposals is not recommended. If a garbage disposal is utilized, kitchen wastewater should be screened thoroughly. Many kitchen solids are not decomposed in the septic tank and may cause increased tank pumping frequency. • Do not dispose of household chemicals, greases, oils, paints, hot tub water or water softener backwash in household drains. A separate drywell, if feasible, may be necessary for hot tub water or water softener backwash disposal. • Limit the use of bleach as this may harm useful bacteria in the septic tank and soil absorption system. • Liquid dishwasher and clothes washer detergent is recommended for households served by an OWTS. Clay substances used as fillers in powder detergents may result in clogging of the soils absorption system. OWTS MAINTENANCE • Inspect the septic tank, distribution box and STA at least annually for problems or signs of failure. • The effluent filter for the tank should be cleaned at least annually by spray washing solids into the first chamber of the septic tank. - 7 - Kumar & Associates, Inc. Project No. 24-7-205 • The septic tank should be pumped and cleaned every 3 to 5 years depending on use. Longer pumping intervals may increase the amount of solids that reach the STA, which may shorten its life span. • Pumping of the septic tank should take place when the level of the sludge and scum layers combined take up 25 to 33% of the capacity of the first chamber of the tank. OWTS CONSTRUCTION OBSERVATION The Eagle County Environmental Health Department requires that the designer of the system provide a record drawing and certification of the OWTS construction (As-Built inspection). We should be provided with at least 48-hour notice prior to the installer needing the inspections. Prior to issuance of our certification letter, we require observation of all system components prior to backfill. The number of site visits required for the inspection will depend on the installer’s construction schedule. LIMITATIONS We have conducted this design in accordance with generally accepted engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The recommendations provided in this report are based on the site conditions, profile pit evaluations and soil texture analysis, the proposed construction and our experience in the area. Variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to our design. It is our opinion that the designed location of the OWTS components does not violate any setback requirements of the current Eagle County Regulations. Below is a table of common minimum horizontal setbacks to OWTS components. Refer to the Eagle County Regulations for a complete list of required setbacks. We recommend the OWTS components be surveyed by a Professional Colorado Land Surveyor. Table 1 - Common Minimum Horizontal Setbacks from OWTS Components Wells Water Supply Line Occupied Dwelling Lined Ditch Lake, Irrigation Ditch, Stream Dry Ditch or Gulch Septic Tank STA 100’ 25’ 20’ 10’ 50’ 25’ 5’ Septic Tank 50’ 10’ 5’ 10’ 50’ 10’ - Building Sewer 50’ 5’ 0’ 10’ 50’ 10’ - 88' 84' 92' 90' 86' 87.5' 86' 87.5' 87' 87' 86'84' 84' 86' 86' 90' 92' 91.0' 91.0' 90' Kumar & Associates SILT COBBLES COARSE GRAVEL MEDIUMMEDIUMV. FINE SAND CLAY FINE CO.FINEV. CO.CO.FINE Kumar & Associates Kumar & Associates Kumar & Associates Notes: &KDPEeUssKoXOGEeLQstDOOeGOeYeOoQDsFDULILeGJUoXQGsXUIDFe&oQFUetesDQGPD\EeXseGDsDOeYeOLQJFoXUseLI QeFessDU\ &DUesKoXOGEetDNeQE\tKeFoQtUDFtoUtoDYoLGFoPSDFtLoQoItKeQDtLYesoLOsLQtKetUeQFKDUeDs7KeEDseDQGsLGeZDOOsoI tUeQFKe[FDYDtLoQssKoXOGEesFDULILeGSULoUtoFKDPEeULQstDOODtLoQ $OOSLSLQJsKoXOGKDYeDUDtLQJoI6'5oUstUoQJeU &KDQJestotKLsGesLJQsKoXOGQotEePDGeZLtKoXtFoQsXOtDtLoQDQGDSSUoYDOE\.XPDU $ssoFLDtes 5eIeUtotKe(DJOe&oXQt\2QsLte:DsteZDteU6\steP5eJXODtLoQsIoUotKeUDSSOLFDEOesSeFLILFDtLoQs Kumar & Associates Notes: &KDPEeUssKoXOGEeLQstDOOeGOeYeOoQDsFDULILeGJUoXQGsXUIDFe&oQFUete sDQGPD\EeXseGDsDOeYeOLQJFoXUseLIQeFessDU\ &DUesKoXOGEetDNeQE\tKeFoQtUDFtoUtoDYoLGFoPSDFtLoQoItKeQDtLYesoLOsLQ tKetUeQFKDUeDs7KeEDseDQGsLGeZDOOsoItUeQFKe[FDYDtLoQssKoXOGEe sFDULILeGSULoUtoFKDPEeULQstDOODtLoQ &KDQJestotKLsGesLJQsKoXOGQotEePDGeZLtKoXtFoQsXOtDtLoQDQGDSSUoYDO E\.XPDU $ssoFLDtes Tough Problem Providing a simple, reliable, and permanent means for dividing septic tank effluent flow. TUF-TITE Solution A strong, stable, permanent, non-corrosive Tuf-Tite Distribution Box, with a Tuf-Tite Speed Leveler in each outlet. Snap-in pipe seals They’re patented. Simply insert your PVC pipe and push it through the flexible, polyethylene Tuf-Tite seal. Pipes fit watertight. Installation couldn’t be easier. Tuf-Tite® Distribution Box. THE TOUGH ONE! n Injection molded HDPE n Non-corrosive n Simple to install n Easy to level In a septic environment, no other material can match High Density Polyethylene in delivering a lifetime of trouble-free service. Tuf-Tite Distribution Boxes are injection molded, using only premium HDPE which contains no fillers or foam. They’re permanent Unlike cement-based pipe grout, Tuf-Tite seals will not crack or corrode in septic conditions. They stay pliable and watertight permanently. 4-Hole Distribution Box4-Hole Dist Cat Sheet 11/8/01 8:09 AM Page 1 nInjection molded.Exceptionallystrong.nHDPE is non-corrosive in a septic environment. nPatented snap-in pipe seals simplify installation. Interlocking Lid. Heavy-dutyHDPE Lid is ribbed for addedstrength and rigidity. Slottedsides interlock on theDistribution Box to assure atight fit.The 4HD2 Distribution Box comes complete with a Regular Lid or an Inspection Port Lid, and 5 snap-in fittings of your choice. Model B1 Riser. For series B1 Box. Stackable HDPE Risers extend to grade in 6” increments. Accept 11” x 11” lids and grates. 11” S-35 S-40 P-10 11” 11” 11” 11” 151/2” 2” Drop INSTALLATION IS JUST THIS SIMPLE 1.Position the Distribution Box on level virgin soil. Do not place box on a concrete slab. 2.Install the inlet pipe and outlet pipes. Be sure the bottoms of all pipes rest on virgin soil. 3.Level the Distribution Box and all pipes as needed. 4.Backfill the pipes to within two feet of the Distribution Box. Recheck the level of the box, then backfill up to the top lid ridge. 5.Install and adjust Tuf-Tite Speed Levelers. 6.Place lid on the Distribution Box and finish backfilling. Choice of Fittings S-35 Pipe Seal, for: n Sewer and Drain n SDR 35 n ASTM 3034 n Thin Wall n 1500 Lb. Crush S-40 Pipe Seal, for: n Schedule 40 n 4” Corrugated P-10 Plug, for unused holes Choice of Lids Regular Lid. Molded of rugged HDPE. Inspection Port Lid. For easy access and inspection. Models available to accept either 4” or 6” extension pipes. Tuf-Tite Speed Levelers™ Control the flow of effluent from the Distribution Box. Simply insert a Speed Leveler into each outlet pipe. Rotate each Speed Leveler so the flow is distributed as desired. Available for 3” or 4” PVC pipe. ©1999 Tuf-Tite® Corporation Form 4HD2-3. Printed in USA A full line of innovations for better septic systems 11” 6” 7” 14” Drainage and Septic Products Tuf-Tite®Corporation 1200 Flex Court Lake Zurich, Illinois 60047 4-Hole Distribution Box 4HD24-Hole Dist Cat Sheet 11/8/01 8:09 AM Page 2 Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-030088-2024 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 8/6/2024 Expires: 12/4/2024 On-Site Wastewater Treatement System Project Address Parcel Number 1290 WAPITI RD, EAGLE AREA,193931300045 Owner Information Address Mark and Patty Beagley PO Box 675 Eagle, CO 81631 Phone: (970) 328-7125 Cell: (970) 471-3731 Email: mark@sdi-builds.com Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email KUMAR & ASSOCIATES, Dave Young (970) 945-7988 dyoung@kumarusa.com Contractor License Number Phone Email RDM Excavating rdmexc@gmail.com(970) 524-1386OWTSPL-000308-20 23 Permitted Construction / Details: Install the new system exactly as depicted in the Kumar & Associates design dated April 30, 2024, and stamped and signed on May 2, 2024. The new system will be sized to accommodate the maximum daily flows for a 3 bedroom ADU. Records indicate that a mobile home was previously on the site. The tank for the system serving the mobile home and permitted under 852IS must be removed or abandoned in accordance with Eagle County OWTS regulation 43.9.C. This OWTS consists of 1 sewer line from the dwelling to a Valley Precast 1,000 gallon, two-chamber concrete septic tank with an effluent filter in the outlet tee. Effluent will flow from the tank to a Tuf-Tite 4-Hole Distribution Box, equipped with speed levelers, and with risers as needed to be accessible at grade. The STA consists of 2 shallow trenches of 22 Infiltrator Quick 4 Plus Standard chambers for a total of 44. Schedule 40 PVC shall be used beneath all driveway surfaces. Be sure to flag and maintain 25’ setback distance from the dry gulch prior to starting excavation. The water supply line for the ADU must be indicated on the engineers final documentation and setbacks observed as indicated in approved plans. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system. THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Kirk Weems Date August 06, 2024 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Wednesday, September 18, 2024 1