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Home My WebLink About3221 Brush Creek Rd - 210910403001EAGLE,NTY DEPARTMENT OF ENVIRONM, JAL HEALTH ` Box 81 1 6th & Broadway Eagle, Colorado 81631 PERMIT N0 432 (this does not constitute a building or use permit) Owner GEORGE A. JENSEN System Location TRACT 62, SEC 10, TSS, R84 W of 6th P.M. (100 acres) Licensed Contractor . VIKING LOG HOMES ref h/�on ins CLe.- * Conditional Construction approval is hereby granted for a 1000 gallon xx Septic Tank or Aerated treatment unit. 1000 gallon septic tank 600 sq. ft. leach field Absorption area (or dispersal area) computed as follows: Perc rate 1 inches in 10 minutes 600 sq. ft. absorption area per bedroom 200 sq. ft. # of bedrooms 3 x 200 sq. ft. minimum requirement May we suggest Date May 29, 1980 FINAL APPROVAL OF SYSTEM: Inspector ERIK EDEEN/by jah No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to covering any part. Septic Tank cleanout to within 12" of fi Proper materials and assembly. Cade or aerated access ports above grade.pgl - Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. VAdequate compliance with County and State regulations/requirements. Date Inspector G RETAIN WITH RECEIPT RECORDS A ONSTRUCTION SITE * CONDITIONS: 1. All .installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973 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 structures not approved by the building and Zoning office 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, 3.20requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications con- tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or hnth N PLEASE RETURN THIS PORTION WITH YOUR SITE PLAN AND FEES - ,328-7311 949-5257 927-3823 ENVIRONMENTAL HEALTH BOX 850 EAGLE, COLORADO 81631 PERMIT FEE = $75 PERCOLATION TEST FEE = $50 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT NO. ZY9 NAME OF OWNER: ADDRESS: NAME OF APPLICANT (IF DIFFERENT ADDRESS: �P� lei& !Fa DESIGN ENGINEER OF SYSTEM (IF APPLICABLE): ADDRESS: PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: 7_0 44)5 ADDRESS: PHONE: PERMIT APPLICATION IS FOR: ( ✓) New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED FACILITY: County Lot Size 3 5 Acre City or Town, if within City or Town Li s LEGAL DESCRIPTION: STREET (RURAL) ADDRESS: IS SYSTEM DESIGNED FOR BUILDING OR SERVICE TYPE: (Check applicable category) ( Residential - Single-family dwelling ( ) Residential - Duplex ( ) Commercial - State usage # Persons Z # Bedrooms ,3 Residential - Triplex Residential - Quadplex WASTE TYPES: (Check all applicable) ( ) Commercial or Institutional (✓)" Dwelling ( ) Non -domestic wastes ( ) Transient Use ( ) Other SOURCE AND TYPE OF 14ATER SUPPLY: ( N' Well ( ) Spring Give depth of all wells within 200 feet of the system: If supplied by community water, give name of supplier: TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( V) Septic Tank ( ) Aeration Plant ( ) ( ) Vault Privy ( ) Composting Toilet ( ) ( ) Pit Privy ( ) Incineration Toilet ( ) ( ) Greywater ( ) Other ( Garbage Grinder ( � Dishwasher ( ) Automatic flasher ( ) Creek or Stream Chemical Toilet Recycling, Potable Use Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? ( ) Yes r Signature ( P f No Date 5. Zl - 90 * * * * Qk / * k k * *1 * * * :r * * * * * * * * * * * * * * * * * INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER /00O GROUND CONDITIONS: Percent Ground Slope: GOO sq i Depth to Bedrock p (per 8 Profile Hole � ) d Depth p to Groundwater Table: %Zd SOIL PERCOLATION TEST RESULTS: / Q Minutes per inch in Hole No. 1 Minutes per inch in Hole No. 2 /J Minutes per inch in Hole No. 3 FINAL DISPOSAL BY: ( L ) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Above Ground Dispersal ( ) Sand Filter ( ) Underground Dispersal ( ) Wastewater Pond ( ) Other REPAIR PERMIT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEMS A permit fee of $75. shall be charged for alteration, enlargement, or any repair involving alteration of an existing sewage disposal system. This fee is authorized by Eagle County Individual Sewage Disposal System Regulations adopted and effective March 27, 1980. For minor repairs of less than $100 for maintenance of the individual sewage disposal system, no fee shall be required. A percolation test fee of $50 shall be charged for all new leach fields on repair permits. Percolation testing may be waived at the ,discretion of the Environmental Health Officer on certain repair cases where prompt action must be taken to prevent a wealth hazard. IF PRESENT SYSTEM IS PRE-EXISTING, NON -CONFORMING, A NEW SYSTEM SHALL BE INSTALLED, COMPLYING WITH ALL CURRENT REGULATIONS. IF A NEW SYSTEM IS REQUIRED, ALL FEES ARE APPLICABLE. DESCRIPTION OF PROBLEM/MALFUNCTION: TYPE AND SIZE OF SYSTEM PRESENTLY IN USE: DATE PRESENT SYSTEM WAS INSTALLED PERMIT NUMBER FOR ORIGINAL SYSTEM, IF A PERMIT WAS ISSUED BY THIS DEPARTMENT: SITE PLAN BELOW SHOWING PRESENT SYSTEM COMPONENTS: OWNER OF SYSTEM: ADDRESS: APPLICANT: ADDRESS: DATE: Af, F•` e l „o t. � i ti k PERCOLATION TESTA •f;� i� �y FEE: $50 APLICATION NO. OWNER: ��/iv�:� /�. i✓/1 y�i� /��a�i� :i��r� _ s✓r.c�.� �� 11 LEGAL DESCRIPTION: RURAL ADDRESS: r— TYPE OF DWELLING: _ ,�2 # OF BEDROOMS: DATE OF TEST: U Dy TYPE OF SOIL: ��G� �i ��"Z� Ga4 7-7 n,c TEST HOLES PRESOAKED: YES (/ TIME WATER DEPTH INCHES OF FALL RATE 1 2 3 1 2 3 1 2 3 1 2 3 11,A5 �i� / ! (p 71 PERCOLATION RATE: ( () SQUARE FOOTAGE PER BEDROOM: TANK SIZE: () C)C) LEACH FIELD SIZE: Site has been reviewed and tested for percolation rate. j We recommend: APPROVAL DISAPPROVAL DATE: EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICER U4.JZ 'i-racz uz, 5ec lU, 'ft)b, �y �; f 1 JOB NAME _ R84W, 6thPM, 3-�--Rr-U-sh---Cr �Cf��1 �1� Y' II��,l1iZ IC' f �C Rd, �E-N-q X laarr_ral iE 7l oc)—1 ni—nn—nol JOB NO. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED LIN 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 279 p NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in US,X --I 6q 0 44 ' '=-4 b t 4.� (,::, - -1 '7 1 IE- ?-% 41\ Lij Ld Uj r\j LLJ owil—Im 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-019465-2020 Permit Type: OWTS Permit Work Classification: Major Repair Permit Status: Active Issue Date: 8/29/2020 Expires: 12/28/2020 On-Site Wastewater Treatement System Project Address Parcel Number 3221 BRUSH CREEK RD, EAGLE AREA,210910403001 Owner Information Address Peri Berman PO Box 6533 Eagle, CO 81631 Phone: (480) 993-8036 Cell: Email: peri.berman@gmail.com Inspections: For Inspections Call: (970) 328-8755 and call the Design Engineer Engineer Phone Email LKP Engineering, Inc., Luiza Petrovska, PE (970) 390-0307 luiza@lkpeng.com Contractor License Number Phone Email Altitude Septic LLC altitudeseptic@gmail.com(970) 471-6292OWTSPL-000056-20 20 Permitted Construction / Details: Install the OWTS exactly as depicted in the LKP Engineering, Inc design stamped, signed, and dated by Luiza Petrovska, PE. The system is designed to completely replace the existing OWTS, with no permit record for the system serving the residence, and will served the residence of three-bedrooms. Abandonment of the existing tank must be completed in conformance with ECPHA OWTS Regulation 43.9.C. The OWTS consist of a Valley Precast 1,000 gallon three compartment septic tank (1,500 gallon total capacity) with and effluent filter and an Orenco high head effluent pump PF500511 in the third compartment with floats set to pressure dose approximately 90 gallons per dose over 57 feet of effluent line to a mounded soil treatment area (STA). The mounded STA consists of two 49 ft laterals, set atop one foot of gravel distribution cell, 50' long by 11.25' wide, placed over two feet of secondary sand media basal area, 76' long by 37.25' wide, exactly as shown in the engineer design. Note: Gradation of the sand media use must be completed within one month prior to the installation and confirmed with the design engineer. If the sand does not conform to secondary or preferred sand media requirements, it cannot be used for the sand treatment media. 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 or occupancy of the dwelling. 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 Claire Lewandowski Date August 29, 2020 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 Saturday, August 29, 2020 1 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-504479-2020 Permit Number: OWTS-019465-2020 Inspection Date: 12/14/2020 Inspector: Lewandowski, Claire Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: Major RepairOwner:Peri Berman Job Address:3221 BRUSH CREEK RD IVR Pin Number:191070 EAGLE AREA, CO Project:<NONE> Parcel Number:210910403001 Contractor:Phone: (970) 471-0913 / Cell: (970) 471-6292Altitude Septic LLC Inspection Status: Approved Inspection Notes The above-referenced permit has been inspected and finalized. The Onsite Wastewater Treatment System (OWTS) was designed and installed to serve the existing three-bedroom residence on the above property, and completely replace the failed existing system. Additional information about the maintenance of your septic system needs can be accessed through our website links, provided on the Environmental Health Department’s septic system resource page. Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with taproots, irrigation systems, and parking areas above the soil treatment area can cause a premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Inspector Comments Added Item: Septic Tank 1000 Gallon 3-compartment Valley Precast Septic Tank. Observed in compliance. Added Item: Record Drawing Received with certification letter from LKP Engineering. Meets requirements, conforms to site observation by EHS staff. Added Item: Record Photos Received, prepared by LKP Engineering. Added Item: Site and Soil Received sand gradation analysis confirm secondary treatment sand. Approved. Added Item: Final Certification Letter Received. Stamped, signed, and dated November 4, 2020 by Luiza Petrovska, PE. Added Item: General Plan Monday, December 14, 2020 For more information visit: http://www.eaglecounty.us Page 1 of 2 Observed in overall compliance with approved design plans and ECPHA OWTS Regulations. Added Item: Soil Treatment Area (STA) Mounded system, observed in compliance with design plans and ECPHA OWTS Regulations. Added Item: Identification of Systems Contractor Installation completed by 2020 licensed Eagle County OWTS Contractor, Altitude Septic, LLC. Monday, December 14, 2020 For more information visit: http://www.eaglecounty.us Page 2 of 2 P.O. Box 724, Eagle, CO 81631 Tel. (970) 390-0307 www.LKPEngineering.com November 5, 2020 Peri and Barbara Berman P.O. Box 6533 Eagle, CO 81631 peri.berman@gmail.com 480-993-8036 RE: Inspection of Septic System Installation OWTS-Replacement – 3Bedroom Lot 1, Helm Subdivision Exemption 3221 Brush Creek Road Eagle County, Colorado Project No. 20-3401– OWTS-019465-2020 Dear Perri and Barbara: At the request of the installer, Travor Dunsdon, Altitude Septic LLC, on October 19 and November 4, 2020, we visited your property at 3221 Brush Creek Road, Lot 1, Helm Subdivision Exemption, Eagle County, Colorado. The purpose of our site visits was to inspect the installation of the new septic system that replaces the failed septic system, for the existing 3-bedroom residence. The system was installed in overall compliance with the septic system design, Drawing No. 20-3401OWTS.dwg, dated August 5, 2020. At the time of the inspection we observed the following: They installed 1000-gallons, three-compartments, Concrete Septic Tank by Valley Precast with an effluent filter (the handle was extended to within 6 inches of the riser cover) in the second compartment and with an Orenco PF500511 high-head pump assembly in the third compartment. The inlet of the tank had the Tee installed. The tank access ports had corrugated, plastic risers with secured, green, plastic covers. The covers were insulated and will be secured with nuts, bolts and screws. All compartments had 24 inches risers. The building sewer line was connected to the existing sewer line on the east side of the existing residence, as shown on the attached as-built sketch. A cleanout was constructed on the new building sewer line about 2.7 feet away from the house. The building sewer line was 4-inch diameter SCH40 PVC pipe. The effluent line from the pump chamber to the end manifold of the mound system, was about 64 feet, 1.25-inch diameter, SCH40 PVC pipe. The soil treatment area consisted of a mound system, consisting of a sand fill with a gravel distribution cell. The sand was from United Gravel Pit, was less than 30-days old, and it passed the classification for a secondary sand. The pressure dosing system consisted of two, 49-feet long, 1.25- inch diameter sch40 pvc, distribution laterals, perforated at their inverts with 5/32-inch holes at 3-foot intervals, arranged on the gravel bed with an end manifold. The end manifold was also, 1.25-inch, sch40 pvc. The ends of the laterals were equipped with flushing assemblies. A squirt test was performed during the inspection. Two inspection ports were installed, one on each side of the distribution cell, about 2 feet away from the laterals. Berman Residence 3221 Brush Creek Road Project 20-3401 Page 2 of 2 P.O. Box 724, Eagle, CO 81631 Tel. (970) 390-0307 www.LKPEngineering.com The septic tank installation was done by Valley Precast. The startup of the pump system was done by Travor Dunsdon, Altitude Septic. The control panel for the pump was on the south side of the Pump Tank. The old, plastic septic tank was abandoned by breaking and burying in place. There is no other warranty either expressed or implied. Sincerely, LKP Engineering, Inc. Luiza Petrovska, PE cc: Eagle County Environmental Health Department E-mail: claire.lewandowski@eaglecounty.us, environment@eaglecounty.us J:\_WP X4-LKP\_2020\20-3401OSIQ4PLUS-SOILMND-PUMPPRESSURE.DOCX 11/04/2020 P.O. Box 724, Eagle, CO 81631 www.LKPEngineering.com August 27, 2020 Peri and Barbara Berman P.O. Box 6533 Eagle, CO 81631 peri.berman@gmail.com 480-993-8036 RE: Soil and Site Evaluation for an OWTS Replacement Lot 1, Helm Subdivision Exemption 3221 Brush Creek Road Eagle County, Colorado Project No. 20-3401 On May 26, 2020 and July 28, 2020, we visited your property at 3221 Brush Creek Road, Lot 1, Helm Subdivision Exemption, Eagle County, Colorado. The purpose of our site visits was to observe the site and help select an area for the proposed onsite wastewater treatment system. There are several existing structures on the property, including the main residence. The property has public water supply. The following evaluation was prepared for the replacement of the existing septic system for the existing 4-bedroom residence. From the information provided by the ECEH Department, there is a record of an existing septic system consisting of an outhouse for a cabin, permitted 9/28/1998, under an ISDS Permit # 1825-98. There is no record of the septic tank and leachfield in use by the existing residence. The owner shared that the existing septic tank is plastic. The proposed new OWTS was designed for a 3-bedroom residence. During the first site visit, we met with you and your installer, Travor Dunsdon with Altitude Septic. Travor dug one profile holes within the selected new soil treatment area. We logged and evaluated the soil exposed in the profile hole. The property is a 3.3-acre parcel of land, according to the Eagle County Assessor’s Records and according to the survey prepared by Ted Archibeque with Archibeque Land Consulting, Ltd. Directions are from the intersection of Sylvan lake Road and Brush Creek Road south on Brush Creek Road for about 1.4 miles. The property is on the south side of the road. ! Preliminary Investigation G Address: The property address is 3221 Brush Creek Road. G Legal Description: Lot 1, Helm Subdivision Exemption, Eagle County, Colorado. G Existing Structures: There is an existing residence and accessory buildings on the site. G Location of existing and proposed wells on property: The property is serviced by public water. No wells. G ECEHD (Eagle County Environmental Health Department) records: There is an existing septic system for the residence, just north and northeast of the residence. The age of the existing septic system is unknown and it is failing. Berman Residence August 5, 2020 Project 20-3401 Page 2 of 3 P.O. Box 724, Eagle, CO 81631 www.LKPEngineering.com G Topography: The topography of the leachfield site is almost flat. G Soil Data: The profile holes were observed on May 26, 2020. The soil exposed in the profile holes was as follows: Profile Hole #1 0 to 2 feet Topsoil 2 to 2.5 Brown, clayey Loam Ground water was at 18-inches Profile Hole # 1, Clay LOAM, Type 3, LTAR = 0.65 gpd/sf, with 2 feet of sand filter and Pressure Distribution – Mound System G Location of applicable setbacks in Table 7-1 ! Reconnaissance G Landscape position: The proposed leachfield site will be located on a Toe Position, in a clearing of large cottonwood trees. G Topography: The topography of the proposed leachfield site is relatively flat. G Vegetation: The vegetation within the proposed leachfield site consisted of grass area and large cottonwood trees. The site surrounding the STA was similar. G Natural and cultural features: Brush Creek runs along the south property line. On the property to the east there was an existing residence. To the west is Town of Eagle (Eagle Ranch) Open Space. To the south there were vacant parcels. G Current and historic land use: The current use is residential/agricultural. Past use might have been ranching, typical to the surrounding areas. ! Detailed Soil Investigation G Visual and tactile evaluation of two or more soil profile test pit excavation; One profile hole was dug by hand, observed and logged and visual and tactile evaluation test was done. G Percolation tests plus one or more soil profile holes or one or more profile test pit excavations: One profile hole was observed and logged and one tactile test was done on May 26, 2020. ! Report and Site Plan G Name, address, telephone number, email address, and credentials and qualification of individual who conducted site evaluation: This site evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. LKP Engineering, Inc., is located at 67 Robins Egg Lane, Eagle, P.O. Box 724, Eagle, CO 81631 www.LKPEngineering.com Berman Residence August 5, 2020 Project 20-3401 Page 3 of 3 Colorado. The phone number is 970-390-0307 and Luiza=s email is luiza@lkpeng.com G Dates of preliminary and detailed evaluation: May 26 and July 28, 2020. G A graphic soil log, to scale: Attached G Setback distances in Table 7-1: G Well Potable water Structure with basement Structure w/o basement PL Lake Surface Water Dry Gulch Septic Tank Tank - ~90’ >5’ >5’ 12’ ~160’ - - STA - ~150’ >20’ >20’ 12’ ~70’ - ~40’ G G Setback distances in Table 7-2: Items 1-3, observed. Item 4, vertical separation of 3 feet with pressure dosing will be met. G A drawing (to scale) with complete property boundary lines on minimum of 8.5 x 11" # Label profile test pits/holes # North Arrow # Graphic scale # Horizontal and vertical reference points of proposed STA # Contours OR slope direction and % slope # Location of any visible or known unsuitable, disturbed, or compacted soils # The proposed elevation of the infiltrative surface of the STA from benchmark or ground surface G Anticipated construction related issues: Ground water. G Assessment of known or foreseeable land use changes expected to affect the system performance: None known. G Narrative explaining difficulties encountered during site evaluation: Shallow ground was encountered during the site evaluation. The graphic soil log is appended to this report. LKP Engineering, Inc. Luiza Petrovska, PE Enclosure J:\_WP X4-LKP\_2020\20-3401SOIL-SITE-EVAL-MOUND.DOCX 8/27/2020 PROFILE HOLE #10 TO 2' TOPSOIL2 TO 2.5 FEET BROWN, CLAYEY LOAMGROUND WATER AT 18 INCHESDESIGN CALCULATIONS FOR A MOUND SYSTEMDUE TO THE HEIGHT OF THE GROUND WATER TABLE IN THE PROFILE HOLE, A MOUND TYPE SYSTEM WITH A MINIMUM OF 24INCHES OF SAND FILL BELOW THE DISTRIBUTION MEDIA AND WITH PRESSURIZED DISTRIBUTION NETWORK ISRECOMMENDED FOR THIS SITE. MAXIMUM SOIL LOADING RATE FOR FOR SOIL TYPE 3 = 0.35GPD/SF - USE LTAR = 0.65 GPD/SFWITH 2-FEET OF SAND FILTER per Table 1 OWTS CDPHE MOUND DESIGN. NO REDUCTIONS.NUMBER OF BEDROOMS = 3MAXIMUM DAILY FLOW = QMAXFROM TABLE 6.1 FOR 3 BEDROOMS USE 2 PERSONS X 75 GALLONS/PERSON/DAYQMAX = 450 GPDSITE SLOPE WITHIN ABSORPTION AREA = 0%SEPTIC TANK1000 GALLONS FOR 2 TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOMFOR A 3 BEDROOM RESIDENCE:1000 GALLONS, THREE-COMPARTMENTS, ELECTRIC LIFT SEPTIC TANK WITH AN EFFLUENT FILTER BY VALLEY PRECASTABSORPTION AREASOIL LOADING RATE (WITH 2-FEET OF SAND FILTER) SLR = 0.65 GPD/SFLINEAR LOADING RATE LLR = 9.0 GPD/LFFOR A SECONDARY SAND,SAND FILL LOADING RATE SFLR = 0.8 GPD/SFDISTRIBUTION CELL WIDTH (A)A = LLR/SFLRA = (9.0 GPD/F) / (0.8 GPD/SF)A = 11.25 FEETDISTRIBUTION CELL WIDTH (B)B = DESIGN FLOW/LLRB = 450 GPD/9.0GPD/SFB = 50 FEETTHE ABSORPTION BED DIMENSION WITHIN THE MOUND SYSTEM WILL BE 11.25 FEET WIDE BY 50 FEET LONG. THEABSORPTION BED WILL BE PARALLEL TO THE SURFACE CONTOURS. WITH THE ADDITIONAL 1 FOOT ON EACH SIDE THEDISTRIBUTION CELL, THE DIMENSIONS WILL BE 13.25 FEET BY 52 FEET.THE PERIMETER OF THE MOUND WILL BE 37.25 FEET WIDE AND 76 FEET LONG.SITE PREPARATIONSTAKE OUT THE MOUND PERIMETER. CUT AND REMOVE ANY EXCESSIVE VEGETATION.INSTALL THE DELIVERY PIPE FROM THE DOSING CHAMBER TO THE MOUND. BACKFILL AND COMPACT THE PIPE TRENCH.FILL PLACEMENTPLACE THE FILL MATERIAL OVER THE PREPARED SITE.THE FILTERING MATERIAL USED IN A SAND FILTER MUST BE CLEAN, COARSE SAND, CLASSIFIED AS PRIMARY SAND ORSECONDARY SAND. THE ABOVE DESIGN WAS PREPARED BASED ON SECONDARY SAND WITH SAND FILL LOADING RATE OF 0.8GPD/SF.THE CLASSIFICATION OF THE SAND FILL TO BE USED IN THE MOUND SYSTEM MUST BE LESS THAN 30 DAYS OLD ANDSUBMITTED TO THE ENGINEER PRIOR TO THE SAND FILL PLACEMENT. THE RESULTS OF THE SAND FILL SPECIFICATION MIGHTREQUIRE A REVISION OF THE SYSTEM.THE HEIGHT OF THE SAND FILL SHOULD BE THE ELEVATION OF THE TOP OF THE ABSORPTION BED. SHAPE THE SIDES OF THEMOUND TO THE RECOMMENDED SLOPE, AS SHOWN ON THE DETAILS.DISTRIBUTION NETWORK PLACEMENTCAREFULLY PLACE THE COARSE AGGREGATE ON THE SAND BED. THE COARSE AGGREGATE WILL CONSIST OF 3/4 TO 2-1/2INCH CLEAN, CRUSH ROCK. LEVEL THE AGGREGATE TO A MINIMUM DEPTH OF 9 INCHES. ASSEMBLE THE DISTRIBUTIONNETWORK OVER THE AGGREGATE. THE DISTRIBUTION NETWORK WILL CONSIST OF TWO 1-1/4-INCH DIAMETER SCH40 PVC,49-FEET LONG LATERALS, CONNECTED BY AN END MANIFOLD, 1.25-INCH DIAMETER SCH40 PVC. THE INVERTS OF THELATERALS SHALL BE PERFORATED WITH 5/32-INCH HOLES SPACED EVERY 36 INCHES. FOR THE PRESSURE DISTRIBUTIONNETWORK USE SCHEDULE 40 PVC (ASTM D 2665) OR ABS (ASTM 2661) PIPE.THE LATERALS SHALL BE LAID LEVEL. CONNECT THE FLUSHING ASSEMBLY AT THE OUTER END OF EACH LATERAL. PLACE AMINIMUM OF 3 INCHES OF ADDITIONAL AGGREGATE OVER THE CROWN OF THE PIPES. PLACE A SUITABLE BACKFILL BARRIER,SUCH AS FILTER FABRIC, OVER THE AGGREGATE.SQUIRT TEST OF THE RESIDUAL HEAD ON THE MOUND LATERALSREMOVE THE END CAPS OF THE FLUSHING ASSEMBLY IN ORDER TO FLUSH THE LATERALS CLEAN FROM ANY DRILLINGDEBRIS OR DIRT. PROVIDE ONE 1/8-DIAMETER HOLE IN A TEMPORARY CAP ON THE ENDS OF THE FLUSHING ASSEMBLY FORTHE SQUIRT TEST. RUN THE SQUIRT TEST TO MEASURE THE 5-FT RESIDUAL HEAD (+/-10%)AFTER THE TEST REMOVE THE TEMPORARY, PERFORATED CAPS AND REPLACE WITH THE PERMANENT CAPS.COVERING OF THE MOUND SYSTEMPLACE A FINER TEXTURED SOIL, SUCH AS CLAY OR SILT LOAM OVER THE TOP OF THE BED, TO A MINIMUM THICKNESS OF 6INCHES.PLACE ADDITIONAL 4-6 INCHES OF GOOD QUALITY TOPSOIL OVER THE ENTIRE MOUND SURFACE. PLANT GRASSESADAPTABLE TO THE CLIMATE OVER THE MOUND SYSTEM.INSPECTION PIPEINSTALL A 4 INCH DIAMETER INSPECTION PIPE ON BOTH ENDS OF THE GRAVEL BED. THE PIPE WILL BE OPEN ON THEBOTTOM. THE BOTTOM OF THE PIPE WILL BE AT THE SAME ELEVATION AS THE BOTTOM OF THE GRAVEL BED. THE BOTTOM 8INCHES OF THE INSPECTION PIPE WILL BE PERFORATED. THE PIPE WILL BE COVERED WITH A VENT CAP.EXISTINGRESIDENCEEXISTINGCLEANOUTINVin=6792.66'OWTS X-SECTION SKETCHN.T.S92 FEET, 4-INCH DIAMETER, SCH40PVC BUILDING SEWER LINEABOUT 57 FEET OF 1.5 INCH SCH40PVC TRANSPORT (EFFLUENT LINE)EL~6796'INVout=6792.41'FROMPUMPCLEARED ANDRAKED SURFACESAND FILLMANIFOLD INVin=2.75'ABOVE EXISTINGGRADE (~6798.75')3/4" TO 2-1/2" ROCKTOPSOILEXISTING GROUNDEL=6796'APPROXIMATEINV=6794.5' (TOBE VERIFIED)MOUND DIMENSIONSDESCRIPTION SYMBOLDIMENSION(FEET)DISTRIBUTION CELL WIDTH A11.25DISTRIBUTION CELL LENGTHB50.00UP SLOPE FILL DEPTH UNDERDISTRIBUTION CELLC2.00DOWNSLOPE FILL DEPTH UNDERDISTRIBUTION CELLD2.00DISTRIBUTION CELL DEPTHE1.00DEPTH OF FINAL COVERF1.00DISTANCE FROM EDGE OF DISTRIBUTIONCELL TO DOWNSLOPE EDGE OF FILLI12.00DISTANCE FROM EDGE OF DISTRIBUTIONCELL TO UP SLOPE EDGE OF FILLJ12.00DISTANCE FROM END OF DISTRIBUTIONCELL TO EDGE OF FILLK12.00OVERALL MOUND FILL LENGTHL76.00OVERALL MOUND FILL WIDTHW37.25NOTES:1. BENDS IN THE BUILDING SEWER SHALL BE LIMITED TO 45 DEGREES.2. THE SEPTIC TANK SHALL BE INSTALLED LEVEL.3. THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALLRISERS SHALL EXTEND TO OR ABOVE FINAL GRADE.4. EACH RISER LID SHALL HAVE A SECURE CLOSING MECHANISM, SUCH AS ALOCK, SPECIAL HEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TOPREVENT UNAUTHORIZED ACCESS.5.THE SEPTIC TANK AND ALL THE PIPING WILL BE BACKFILLED UP TO THEINVERTS PRIOR TO SCHEDULING AN INSPECTION.6. THE EFFLUENT FILTER MUST HAVE THE HANDLE EXTENDED TO WITHIN FEWINCHES OF THE COVER FOR INSPECTION AND MAINTENANCE.7. THE FIRST AND LAST FIVE FEET OF THE BUILDING SEWER LINE MUST HAVEA SLOPE OF 2%.8. AVOID VEHICLE TRAFFIC OVER THE SYSTEM.7. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THEEAGLE COUNTY PUBLIC HEALTH AGENCY AND OWTS REG 43, EFFECTIVEAUGUST 24, 2018.8.FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE EAGLE COUNTYPUBLIC HEALTH AGENCY AND THE DESIGN ENGINEER A MINIMUM OF72-HOURS PRIOR TO BACKFILLING ANY PART OF THE SYSTEM TO SCHEDULEAN INSPECTION.D=2'6'2.63'C=2'FROMPUMPMOUND SECTIONNOT TO SCALEE=1'INSPECTION PORT4-INCH DIAMETER SDR35 WITHPERFORATIONS ON THEBOTTOM 8-INCHESVENT CAPCLEARED ANDRAKED SURFACESAND FILLMANIFOLD INVin=2.75'ABOVE EXISTING GRADE2.63'3/4" TO2-1/2" ROCK49 FEET, 1.25-INCH DIAMETER SCH40PVCLATERALS PERFORATED WITH 5/32-INCHHOLES AT 3-FT INTERVALS AT THEIR INVERTSFILTER FABRIC, MIRAFI 140N,NONWOVENCLAY OR TOPSOIL FILLMOUNDED AT THE MIDDLETOPSOIL6-FT, 125-INCH DIAMETER SCH40PVC END MANIFOLDI = 12'A+2 = 13.25'J=12'31~0%GROUNDEL=6796'NOTE:TOPOGRAPHICAL SURVEY EMAILED BYTED ARCHIBEQUE, PLSARCHIBEQUE LAND CONSULTING, LTDTract 60Tract 61BRUSH CREEKEVANCHOBRUSH CREEK STABLESLOT 33Lot 13.261 acres3221 Brush Creek RoadCounty Road P 307Varying Width Right of WayMOUND PERIMETER(SAND FILL)DISTRIBUTION CELL(GRAVEL BED)6-FT LENGTH, 1.25-INCHDIAMETER, SCH40 PVCEND MANIFOLD6795 6796 6796A=11.25'B=50.00'K=12.00'K=12.00'J=12.00'13.25'52.00'I=12.00'TOP OF RISERELEVATION ~ 6796'(AT GRADE OR ABOVE)6796APPROXIMATEINVout=6794.5'INVin=6792.66'ABOUT 57 FEET OF1.5 INCH DIAMETER,SCH40 PVCTRANSPORT LINE92 FEET SCH40 BUILDING SEWER LINE.SET THE FIRST AND THE LAST 5 FEET OFTHE PIPE AT 2% SLOPE(INSULATE THE PIPE WHERE DEPTHS ARELESS THAN 4 FEET BELOW FINISH GRADE)12.00'12.00'40'+/-FLUSHING ASSEMBLY (TYPICAL ATTHE END OF EACH LATERAL)67966.00'2.63'12.00'2.63'76.00'PROFILEHOLE37.25'70.01'THIS EXISTING SEPTIC TANKTO BE ABANDONEDACCORDING TO OWTS #43.9.C.1EXISTING SEPTICTANK COVERSTWO, 49-FT LONG DISTRIBUTION LATERALS,1.25-INCH DIAMETER, SCH40 PVC, PERFORATED ATTHEIR INVERTS WITH 5/32-INCH HOLES AT 3-FOOTINTERVALS, WITH FLUSH ASSEMBLY AT THE ENDS,.INSPECTION PORTSEE DETAIL (TYPICALAT BOTH ENDS OF THEDISTRIBUTION CELL)THE SEPTIC TANK TO BE INSTALLEDWITH A MINIMUM OF 2-FT HIGH RISERSOVER THE ACCESS OPENINGSTYPICAL SYMBOLFOR LARGE TREES1000 GALLONS, 3-COMPARTMENTS,CONCRETE SEPTIC TANK WITH ANEFFLUENT FILTER AND AN ORENCO PUMPBY VALLEY PRECAST(GROUND WATERANCHORS MIGHT BE NEEDED)VENT CAPINSPECTION PORT4-INCH DIAMETER SDR35WITH PERFORATIONS ONTHE BOTTOM 8-INCHESINSPECTION PORTN.T.S.Sweeping EllSIDE VIEWFLUSHING ASSEMBLYN.T.S.10" VALVE BOXCLEANOUTCAPPUMP SELECTIONA PUMP CAPABLE OF DELIVERING 23.2GPM AGAINST 18.8 FEET OFHEAD CAN BE USED. THE ELEVATIONS BETWEEN THE PUMPINVERT AND THE MANIFOLD INVERT MUST BE FIELD VERIFIED.THE PUMPING SYSTEM MUST ALSO INCLUDE PUMP CONTROLSAND AN ALARM SYSTEM, AUDIBLE AND VISUAL. THE PUMP DOSINGWILL BE ON DEMAND WITH 90 GALLONS PER DOSE. USE ORENCO,PF500511 HIGH HEAD EFFLUENT PUMP, 115/230V, 50GPM, 12 HP, OREQUIVALENT, APPROVED BY THE ENGINEER. WHEN THE PUMPSHUTS OFF THE EFFLUENT LINE WILL DRAIN INTO THE PUMPCHAMBER. THE PUMP SYSTEM MUST BE TESTED BEFORE THEFINAL INSPECTION OF THE SEPTIC SYSTEM AND A LETTER OF THETEST SUBMITTED TO THE ENGINEER.DRAWN BY:CHECKED BY:PROJECT NO.:SHEET:DRAWING NO.:DATE:BYDESCRIPTIONDATENO.L.P.L.P.C-1AUGUST 5, 2020P.O. Box 724 EAGLE, CO 81631Tel (970) 390-0307www.LKPEngineering.com20-340120-3401OWTS.DWGONSITE WASTEWATER TREATMENT SYSTEMREPLACEMENTLOT 1, HELM SUBDIVISION EXEMPTION3221 BRUSH CREEK ROADEAGLE COUNTY, COLORADOPREPARED FORPERI & BARBARA BERMANSITEAREA MAP~1"=500'8/5/2020 Pump Selection for a Pressurized System - Single Family Residence Project 20-3401 Peri Berman / 3221 Brush Creek Road Parameters Discharge Assembly Size Transport Length Transport Pipe Class Transport Line Size Distributing Valve Model Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 2.00 57 40 1.50 None 10.42 6 40 1.25 2 49 40 1.25 5/32 3 5 None 0 inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity 0.68 34 23.2 2 3.1 3.7 gpm gpm % fps Frictional Head Losses Loss through Discharge Loss in Transport Loss through Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 1.1 1.9 0.0 0.1 0.4 0.0 0.0 feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Vol of Manifold Vol of Laterals per Zone Total Volume 6.0 0.5 7.6 14.1 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 23.2 18.8 gpm feet 0 1020304050607080 0 20 40 60 80 100 120 140 160 Net Discharge (gpm) PumpData PF5005 High Head Effluent Pump 50 GPM, 1/2HP 115/230V 1Ø 60Hz, 200/230V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: GRADATION ANALYSIS TESTLABORATORY TEST REPORT DATALaboratoryClient:Location / Plant:Sample / Product:Sample Date:Lab Test Date:Job Number:SIEVESIEVE OPENING IN MILLIMETERSPERCENT PASSING THRU SIEVE3"751.537.53/4"193/8"9.5 100.0No. 44.75 98.0No. 82.36 82.0No. 161.18 65.0No. 300.6 43.0No. 500.3 19.0No. 1000.15 5.0No. 2000.075 1.8GRADATION RESULTS COMPARED TO PREFERRED AND SECONDARY SAND FILTER SPECIFICATIONSValue UnitsPreferred Sand ValuePass / Fail Preferred SandSecondary Sand ValuePass / Fail Secondary Sand1.05 millimeters0.204 millimeters 0.25 to 0.60FAIL0.15 to 0.60 PASS5.15 unitless ratio < or = 4.0FAIL< or = 7.0 PASS1.8 millimeters < or = 3 PASS < or = 3 PASSEffective Size - D10 - Diameter that 10 percent of the sample is finer than.ENTER INFORMATION IN BLUE CELLSPeri Berman Mound102_01202-Eagle14111-Gypsum 1/4" Concrete Sand1-1-2020 to 9-28-2020Uniformity Coefficient (D60 / D10)Percent passing thru #200 Sieve20-3401ParameterD60 - Diameter that 60 percent of the sample is finer than.01020304050607080901000.01 0.1 1 10 100Percent Passing SieveDiameter of Particle in MillimetersPlot of Gradation Analysis3"1.5"3/4"3/8"#4#8#30#50#100#200#16J:\_WP X4-LKP\_2020\20-3401PeriBerman\OSI-Permit\19-3338-United1-1-2020 to 9+28-2020Sand Gradation Analysis Spreadsheet INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1825-98 BP NO. N/A OWNER: KEVIN WHELAN PHONE: 970-328-7241 MAILING ADDRESS: P.O. BOX 10, EAGLE, CO 81631 APPLICANT: SAME PHONE: SYSTEM LOCATION: 3221 BRUSH CREEK RD., EAGLE, CO TAX PARCEL NO. 2109-104-00-003 LICENSED INSTALLER: N/A LICENSE NO. PHONE: DESIGN ENGINEER: PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 70 GALLON HOLDING TANK, TUFWAY PORTABLE TOILET. FOR USE OF GUEST CABIN. SPECIAL REQUIREMENTS: INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. BE SURE TO MAINTAIN FLY -TIGHT CONSTRUCTION WITH NO. 16 OR TIGHTER MESH SCREENING. PROVIDE EAGLE COUNTY ENVIRONMENTAL HEALTH WITH PHOTOS OF THE INSTALLATION ONCE IT IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL. DATE: OCTOBER 13, 1998 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 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: SQUARE FEET (VIA ) INSTALLED TANK: GALLONS IS LOCATED _ DEGREES AND _ FEET FROM COMMENTS:TUFWAY PORTABLE TOILET INSTALLED AS INDICATED BY PHOTO RF. ETV D ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: MARCH 22, 1999 Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # _ Building Permit l 8;25-I5 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81G31 328-8755/927-3823 (El Jebel) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: 40- t/i A MAILING ADDRESS: hw PHONE: yl �t APPLICANT/CONTACT PERSON: ),`v\, PHONE: LICENSED SYSTEMS CONTRACTOR: D`-' PHONE: COMPANY/DBA: ADDRESS: PERMIT APPLICATION IS FOR: �X) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Tax Parcel Number: c2f 0 q - to N' - 0 O - 6 Lot Size: Physical Address: 3 as +^use cre k? S BUILDING TYPE: (Check applicable category) (�) Residential/Single Family umber of Bedrooms Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surface (�C) Public Name of Supplier: LUr *These systems require design by a Registered Professional Engineer SIGNATURE: ^i��L Date: *********************************************************** *************** AMOUNT PAID: I J� RECEIPT # : l �✓ l DATE: vZ CHECK # : 71e.1 0 CASHIER: Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO March 22, 1999 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 8163 1 -0 179 Kevin Whelan P.O. Box 10 Eagle, CO 81631 RE: Final of ISDS Permit #1825-98, Tax Parcel #2109-104-0.07-003. Property location:.3221 Brush Creek Rd. Eagle, "CO. Dear Mr. Whelan: 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. 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 (970) 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL: Final ISDS Permit cc: files Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO DATE: October 14, 1998 TO: Kevin Whelan Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1825-98, Tax Parcel #2109-104-00-003. Property Location: 3221 Brush Creek Rd., Eagle, CO., Whelan residence. Enclosed is your ISDS Permit No. 1825-98. It is 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 provide photos of the installation when it is completed. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Enclosures: ISDS permit # 1825-98; ISDS Final Inspection Completeness Form P.O. Box 10 3221 Brush Creek Rd. Eagle, CO 81631 September 28, 1998 Ray Merry/Director Eagle County Environmental Health 0500 Broadway Eagle, CO 81631 Dear Sir, This is a follow-up letter per our phone conversation two weeks ago on an outhouse to service a log cabin we own at 3221 Brush Creek Rd. As we discussed, a portable outhouse, is the best solution to having an outhouse for the cabin. This will be framed around to look like an old outhouse but integrity of the manufactured outhouse will not be compromised. It will just be shell around the outside. I have spoken with two local portable septic services who wil service the tank as needed. I f you need something in writing, I would be glad to furnish this. The retailer as well as the service companies have fully informed me of the maintenance required. The location of the outhouse will be where the small shed by the electric meter is as indicated on the enclosed improvement location certificate. Also enclosed is information provided by the salesperson. Products used in odor control are cirled on the brochure. I hope this satisfies all your concerns and regulations. Thanks for your help! Sincerely, /' Kevin C. Whelan nm a imPROVtMENT LOCATION CERTI IC TE 3221 Brush Creek Road Eagle, Colorado 81631 " LEGAL DESCRIPTION Part of Tract 59 and Tract 60, being Range 84 West of the 6th Principal Meridian, part oand ebeing, 10' Township 5 South, described as follows:Gmore particularly Beginning at Corner No. 6 of Tract 59, being the same as Corner No. 3 of Tract 61; og thence S. 86.04' E. 112.5 feet; thence S. 00021' E. 55.62 feet; thence S. 32.24' W. 56.58 feet; thence N. 59044' W. 95.93 feet; thence AT. 21052' W. 263.95 feet; thence N. 11027' W.' 127.03 feet; thence S. 67.50' E. 100.63 feet; thence S. 06.40' E. 275 feet to the place %)f beginning. Also a p°•reel of lard situate in the South Outh portion Of Tract 6i said tract being locatc�i ;rt Section 10, Townshi � �� ` Meridiang , and beinP So th, Ranye 84 West of the Principal o more particularly described as follows: Commencing at a Bureau of Land Management: brass cap monument, being Corner No. 6 of Tract 5 Said monument 9 and Corner No. 3 of Tract 61 and the true Point of beginning;. thence S. 87°25'00" E. between Tracts 60 and 61 a distance of 741. the Southeast corner -of said parcel of land; 72 feet to thence N. 02035100" E. a distance of 48.13 _ feet to the south fight-Of-t1,a%, of Brush Greek Road and t he Northeast corner of said parcel of land; thence. .N. 75016'.4Q". W. along -the-south riTh ' t-of_ distance of 134. 17 feet to an angle pCl _„.� �way of Lrh .reek Road a .,, thence N. 710171001, W. along the south right-of-way of 648.81 feet t t Northwest -.ori_ of -way of Brush. Creek Road a the boundary line between Tracts !�o_thwest corner of said parcel of land and acts 59 and 61; thence S. 00015'00" E. along the line between Tracts 59 and 61 a distance of 256.95 feet t s _o the Pureau OX I:al?C't. _'�iaaagement tttiT�ti;n2r.t a:id the true point of beginning. . I hereby certify that this Improvement L•ocatiOn Certificate American Land Title was,�r^epa�r'ed for Association, Terra Funding, Inc. and Kevin Kimberly S. Whelan; that i ri C. Whelan and t i,. not a Lard survey nl.at or impr'C,�>eme„t SLI'Vev Mat; and that it is not to be relied upo:t for the establishment of building or other future imprq:�ement 1 fence, roes. ,Job No. 92-006 P:!e 2 Of 3 S'Larbuck Surveyors & Fn.Eineers IMPROVEMENT LOCATION CERTIFICATE I further certify that the improvements on the above described parcel on this date, January 21, 1992, except utility connections, are entirely within the boundaries of the parcel, except as shown; that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated; and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. Note: There is no FEMA mapping or flood plain study available for Brush Creek in this area.. The northerly boundary of the 100-year flood plain, as shown on page 1 hereof, is interpreted from a flood plain study for BRUSH CREEK STABLES, prepared by Eldorado Engineering Co., dated May, 1980; and on ice levels observed at the site on January 17, 1992. Note:, Parcel 1, as shown, is that portion. of the legal description in Tracts 59 and 60. Parcel 2, as shown, is that portion of the legal description in Tract 61. There are gaps between Parcel 1 and Parcel 2 which are not included in either part of the legal description.. It appears that the legal description of Parcel 1 is erroneous, as it does not close by 4.52 feat and contains 0.65 acres rather than the 0.77 acres referred to in Book 214 at Page 83 of the Eagle .County records. Since it is not within the scope of the Improvement.Location Certificate to resolve -these discrepancies, I would recommend completion of a boundary survey and a land survey plat.conforming to C.R.S. 38-51-102. Note: 'There was no final title policy available for this survey, so there may be easements or rights -of -way of record other than what is shown_ on this certificate. This certificate is based on Title Commitment No..123689 prepared by American Land Title Association dated December 12, 1991. Notice: According to Colorado law, you must commence any lecral action based upon any defect in this certificate within three years after you first discover such defect. In no event may any action based upon any defect in this certificate be commenced more than. ten years from the date of cert-ification shown hereon. ,\ , Date: 12 2 Herbert A. Ritschard, v E{ 1r S.:16d2A Yxf� A si ` y Job No. 92" 00b Page 3 of 3 Star%uck Surveyors & Engineers v:..,c .. .:.. ....��,...,w—.-.• m�.. _.� _ n... .x; .7 •aro .,. l�kn'ai a �Y .._mot :�(.ii ros - Ilf 0 / o u /tn N O jR Z d- LLJ Z—.—+.n.re,c --- r � U S r i0 — x 1 z k cli Lu CO V` ak Z � CO n- o IL k LU +; W Q �' `'� u O' X d 5i L U) N- 0i x � � �1 Of 0 (U W_� C ) It 00, U) m CV °•- li., = w co4� ,t z Cl) lij e QR aN1lp O LL FA N "J 1 f� c0 Nil y 9. � a Ln C.7 J O.11� q _7 w ��✓/ O p� } 9 09� o cn *0 0� „ ,`�v U s 9 0d p � own cnrn O lh S Ln CD i 6 �%o S 00*15'00" E 2-56.r.�`i `" � Cb � `'� 0 w �m rr� S 0640' 00" E a. in p cwi 275.00 N _ O nw r0 ri C) � x W ?.6� 0 11'2T p0 52 0� a 000 '177.03 N 21 m x F,S o GAF-F'� U) N OC ocn 1825-98 Tax# 2109-104-00-003 JOB NAME 3221 Brush Creek Rd WHELAN Eagle, CO JOB NO. R I n(`ATInN v BILL TO DATE ST RTED DATE COMPLETED DATE BILLED o U1U�c 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 277 JOB FOLDER Printed in U.S.A.