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HomeMy WebLinkAbout5539 Bellyache Ridge Rd - 194134401003Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-023308-2022 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 2/17/2022 Expires: 6/17/2022 On-Site Wastewater Treatement System Project Address Parcel Number 5539 BELLYACHE RIDGE RD, WOLCOTT AREA,194134401003 Owner Information Address David Schneider Phone: Cell: (612) 708-6351 Email: daveschmd@aol.com Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email Kumar & Associates, Shane Mellow (970) 945-7988 smello@kumarusa.com Contractor License Number Phone Email Daly Excavation bamford_joe@yahoo.com(970) 987-7284OWTSPL-000171-20 22 Permitted Construction / Details: Install the new system exactly as depicted in the Kumar and Associates design December 1st, 2021, stamped and signed on December 3rd, 2021 by David A Young, PE. The new system will be sized to accommodate the maximum daily flows for a 3 bedroom residence. This OWTS consists of one sewer line from the residence. A 1,000 gallon, three-compartment septic tank with a total volume of 1,500 gallons will be used with an Orenco PF3005 submersible effluent pump, or equivalent, enclosed in an Orenco Biotube Pump Vault in the third compartment. The pump floats will be set to pump 93 gallons per dose. The soil treatment area will consist of a sand bed with 2 rows of 17 Infiltrator Quick4 Plus Standard chamber. The STA should be sloped at 3 horizontal to 1 vertical or flatter and will consist of a 12 inch thick sand bed that is 68' long by 6' with a basal area of 68' long by 23.5' wide. Schedule 40 PVC shall be used and encased under driveway surfaces and when crossing the water line. Gradation analysis must confirm that sand is secondary sand media. Do not install in wet or frozen ground. 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 Danielle Salinsky Date February 17, 2022 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 Thursday, February 17, 2022 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-527534-2023 Permit Number: OWTS-023308-2022 Inspection Date: 11/28/2023 Inspector: Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: NewOwner:David Schneider Job Address:5539 BELLYACHE RIDGE RD IVR Pin Number:195124 WOLCOTT AREA, CO Project:<NONE> Parcel Number:194134401003 Contractor:Phone: (970) 963-3987 / Cell: (970) 987-7284Daly Excavation Inspection Status: Approved Inspection Notes Inspector Comments Added Item: Septic Tank A 1,000 gallon, three-compartment septic tank with a total volume of 1,500 gallons with an Orenco PF3005 submersible effluent pump, or equivalent, enclosed in an Orenco Biotube Pump Vault in the third compartment was installed. Added Item: Record Drawing Received 11/28/2023 from K&A. Added Item: Record Photos Received 11/28/2023 from K&A. Added Item: Site and Soil Received 2/11/2022 from K&A. Added Item: Final Certification Letter Received 11/28/2023 from K&A. Added Item: General Plan Received 2/11/2022 from K&A. Added Item: Soil Treatment Area (STA) The soil treatment area consisted of a sand bed with 2 rows of 17 Infiltrator Quick4 Plus Standard chamber. The STA should isat 3 horizontal to 1 vertical or flatter and consists of a 12 inch thick sand bed that is 68' long by 6' with a basal area of 68' long by 23.5' wide. Gradation analysis received 11/28/2023. Tuesday, November 28, 2023 For more information visit: http://www.eaglecounty.us Page 1 of 2 Added Item: Identification of Systems Contractor Bronn Excavating was the licensed installer. Tuesday, November 28, 2023 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 November 16, 2023 David Schneider 548 South Frontage Road West, Unit 107 Vail, Colorado 81657 daveschmd@aol.com Project No. 21-7-289.02 Permit No. OWTS-023308-2022 Subject: Certification of Onsite Wastewater Treatment System, Proposed Schneider Residence, Lot 60, Filing 2, Bellyache Ridge, 5539 Bellyache Ridge Road, Eagle County, Colorado Dear David: A representative of Kumar & Associates observed the installation of the Onsite Wastewater Treatment System (OWTS) for the residence 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 to you dated March 19, 2021. We previously designed the OWTS for the residence as submitted in our report dated December 1, 2021, Project No. 21-7-289.02. The system was designed for three bedrooms. The OWTS was installed by Bronn Excavating under Permit No. OWTS-023308-2022. We performed our as-built evaluations on August 5 and September 13, 2022, and August 3, 2023. The OWTS components observed included: sewer line, cleanout, septic tank, effluent line, pump, control panel 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 visits are included with this report. The distance locations to the septic tank shown on Figure 1 were made by taping. On September 13, 2022, a sample of the secondary sand media was obtained and the results of gradation analysis test are attached. On August 3, 2023, after power had been supplied to the pump, a pump performance test was performed with adequate pump pressure observed. 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 observations 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. ETCETCETCETCETCDYH>> >> > >>>>>>>>>> ETC ETCETCOS W S 5 4 ° 0 2 ' 3 8 " E 2 2 5 . 6 3 'BASIS OF BEARINGSN27°57'40"E 170.00'S33°10'49"W 172.15'L=162.14'R=6358.35'SET LARGE SPIKE & WOOD LATH @ BUILDING ENVELOPE CORNERS (TYPICAL) LOT 56 90 5 0GARAGE DOOR = 5 7 .00 MAIN LEVEL FF = 69.00 LOWER LEVEL FF = 58.00 S33°10'49"W 172.15'BELLYA C HE RI D GE R O A D 80' Right-of-Way9056 9055 9054 9052 9051907090719072907390749075906990689067906690659064906390629061906090599058905790569055905490539052905190509049907090699065906090619062906390649066906790689059905890579056905590549053905290719060 9059 90 5 8 9 0 5 790569072907190709055 9053 9068 9065 9060 905590509049904790469045904 8 904990489049 9048 9051 90679065 9063 9060 905 89050 905090479050 9051 9049 9048 9047 904 6 90459055905490709 0 4 5 3 BEDROOM RESIDENCE LOT 60 5539 BELLYACHE RIDGE ROAD 1.501 Ac.±WS WS WS WS WS WS WS WS WS WS 3 0 ' 54.5' Kumar & Associates GRADATION ANALYSIS TEST LABORATORY TEST REPORT DATA Laboratory Client: Location / Plant: Sample / Product: Sample Date: Lab Test Date: Job Number: SIEVE SIEVE OPENING IN MILLIMETERS PERCENT PASSING THRU SIEVE 3"75 100.0 1.5 37.5 100.0 3/4"19 100.0 3/8"9.5 100.0 No. 4 4.75 100.0 No. 8 2.36 86.0 No. 16 1.18 70.0 No. 30 0.6 46.0 No. 50 0.3 19.0 No. 100 0.15 6.0 No. 200 0.075 2.5 GRADATION RESULTS COMPARED TO PREFERRED AND SECONDARY SAND FILTER SPECIFICATIONS Value Units Preferred Sand Value Pass / Fail Preferred Sand Secondary Sand Value Pass / Fail Secondary Sand 0.94 millimeters 0.196 millimeters 0.25 to 0.60 FAIL 0.15 to 0.60 PASS 4.78 unitless ratio < or = 4.0 FAIL < or = 7.0 PASS 2.5 millimeters < or = 3 PASS < or = 3 PASS Uniformity Coefficient (D60 / D10) Percent passing thru #200 Sieve 09/13/2022 21-7-289.02 Parameter D60 - Diameter that 60 percent of the sample is finer than. Effective Size - D10 - Diameter that 10 percent of the sample is finer than. Kumar GWS David Schneider United Sand Filter 09/13/2022 0 10 20 30 40 50 60 70 80 90 100 0.01 0.1 1 10 100Percent Passing SieveDiameter of Particle in Millimeters Plot of Gradation Analysis 3"1.5"3/4"3/8"#4#8#30#50#100#200 #16 OWTS PHOTOGRAPH LOG SCHNEIDER RESIDENCE LOT 60, FILING 2, BELLYACHE RIDGE 5539 BELLYACHE RIDGE ROAD EAGLE COUNTY, COLORADO Project No. 21-7-289.02 Photograph 1: Sewer line exiting residence and cleanouts. Photograph 2: Inlet tee installed in Valley Precast 1,000-gallon, 3-chamber septic tank. OWTS PHOTOGRAPH LOG SCHNEIDER RESIDENCE LOT 60, FILING 2, BELLYACHE RIDGE 5539 BELLYACHE RIDGE ROAD EAGLE COUNTY, COLORADO Project No. 21-7-289.02 Photograph 3: Pump installed in the third chamber of the septic tank. Photograph 4: 1.5” Schedule 40 effluent transport line to soil treatment area (STA). Fabric was removed. OWTS PHOTOGRAPH LOG SCHNEIDER RESIDENCE LOT 60, FILING 2, BELLYACHE RIDGE 5539 BELLYACHE RIDGE ROAD EAGLE COUNTY, COLORADO Project No. 21-7-289.02 Photograph 5: Soil treatment area (STA): Infiltrator Quick4 Plus chambers distribution cell over sand filter. Fabric was removed. Photograph 6: Cleanouts and observations ports installed at end of STA. Fabric was removed. OWTS PHOTOGRAPH LOG SCHNEIDER RESIDENCE LOT 60, FILING 2, BELLYACHE RIDGE 5539 BELLYACHE RIDGE ROAD EAGLE COUNTY, COLORADO Project No. 21-7-289.02 Photograph 7: Control panel. 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 RESIDENCE LOT 60, FILING 2, BELLYACHE RIDGE 5539 BELLYACHE RIDGE ROAD EAGLE COUNTY, COLORADO PROJECT NO. 21-7-289.02 NOVEMBER 10, 2021 REVISED DECEMBER 1, 2021 PREPARED FOR: DAVID SCHNEIDER 548 SOUTH FRONTAGE ROAD WEST, UNIT 107 VAIL, COLORADO 81657 (daveschmd@aol.com) Kumar & Associates, Inc. Project No. 21-7-289.02 TABLE OF CONTENTS INTRODUCTION ...................................................................................................................... - 1 - PROPOSED CONSTRUCTION ................................................................................................ - 1 - SITE CONDITIONS ................................................................................................................... - 1 - SUBSURFACE CONDITIONS ................................................................................................. - 2 - OWTS ANALYSIS .................................................................................................................... - 3 - DESIGN RECOMMENDATIONS ............................................................................................ - 3 - SOIL TREATMENT AREA................................................................................................... - 3 - OWTS COMPONENTS ......................................................................................................... - 5 - OWTS OPERATION AND MAINTENANCE.......................................................................... - 8 - OWTS HOUSEHOLD OPERATION .................................................................................... - 8 - OWTS MAINTENANCE ....................................................................................................... - 9 - OWTS CONSTRUCTION OBSERVATION ............................................................................ - 9 - LIMITATIONS ........................................................................................................................... - 9 - 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 ARE CROSS SECTION FIGURE 6 – DISTRIBUTION LINE CLEANOUT DETAIL ATTACHMENTS VALLEY PRECAST 1,000 GALLON, THREE-CHAMBER SEPTIC TANK DETAIL ORENCO PF3005 PUMP PERFORMANCE CURVE Kumar & Associates, Inc. Project No. 21-7-289.02 INTRODUCTION This report provides the results of an onsite wastewater treatment system (OWTS) design for the proposed residence to be located on Lot 60, Filing 2, Bellyache Ridge, 5539 Bellyache Ridge Road, Eagle County, Colorado. The purpose of this report was to provide design details for the OWTS in accordance with the 2018 Eagle County Onsite Wastewater Treatment System Regulations and the Colorado Department of Public Health and Environment’s Regulation #43. The study was performed as part of our agreement to David Schneider dated March 19, 2021. BACKGROUND INFORMATION We previously prepared a subsoil study for foundation design of the residence and submitted our findings in a report dated July 22, 2021, Project No. 19-7-289. Information from that report has been considered in the preparation of the OWTS design. PROPOSED CONSTRUCTION The residence will be a three-bedroom single-family structure with an attached garage located on the lot as shown on Figure 1. The residence will have a walkout basement with a finish floor elevation of 9,058 feet. The OWTS will be designed for a total of 3 bedrooms. The proposed OWTS soil treatment area (STA) will be located to the northeast of the residence. Water service will be provided to the residence by the public water supply from Bellyache Ridge Road and the water service line will follow the planned route along the driveway as shown on Figure 1. If proposed construction is different than that described, we should be contacted to re-evaluate our design recommendations. SITE CONDITIONS The lot was vacant at the time of field exploration and the ground surface appeared mostly natural. The terrain at the proposed STA location slopes moderately down to the east at a grade of about 10%. The overall terrain of the lot is moderately steep on the northwest side to moderately sloping on the south and east sides of the property. Slope grades in these areas range from about 10 to 20%. Vegetation on the lot consists aspen trees, sagebrush, grass and weeds. No surface water features were observed in the near vicinity of the lot. We are not aware of any nearby water wells. - 2 - Kumar & Associates, Inc. Project No. 21-7-289.02 SUBSURFACE CONDITIONS The field exploration for the OWTS was conducted on August 18, 2021. Two profile pits (Profile Pits 1 and 2) were excavated with a backhoe at the approximate locations shown on Figure 1 to evaluate the subsurface conditions at the original planned soil treatment area (STA) 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, slightly moist, dark brown. 1’-4’ CLAY; with gravel and scattered cobbles and small boulders, strong blocky structure, very stiff, slightly moist, brown. • Disturbed bulk sample taken from 3 to 4 feet. • Bottom of pit @ 4 feet, where digging refusal with the mini-excavator occurred. • No free water or redoximorphic features observed at time of pit excavation. Log of Profile Pit 2 Depth USDA Classification 0-3’ TOPSOIL; organic loam, firm, moist to slightly moist, dark brown. 3’-5’ CLAY; with gravel and scattered cobbles and small boulders, strong blocky structure, very stiff, slightly moist, brown. • Bottom of pit @ 5 feet, where digging refusal with the mini-excavator occurred. • No free water or redoximorphic features observed at time of pit excavation. The soils encountered in the profile pits, below about 1 to 3 feet of organic topsoil, consisted of Clay that extended down to the depths explored of 4 and 5 feet where digging refusal occurred. Hydrometer and gradation analyses were performed on a disturbed bulk sample of the soils from Profile Pit 2 from 3 to 4 feet depth with the results provided on Figure 2. The tested sample (minus No. 10 size sieve fraction) classified as Clay 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. The clay soils encountered in our previous borings at the building site are similar to those encountered at the profile pits and underlain by claystone bedrock at depths from about 9 to 10 feet. The laboratory testing on the clay soils and claystone bedrock showed the soils to be expansive when wetted. No groundwater was encountered in the borings when drilled in May 2021. - 3 - Kumar & Associates, Inc. Project No. 21-7-289.02 Based on the subsurface conditions encountered at the site and laboratory testing, the near surface soils the site have been classified as Type 4 per State regulations, which equates to a long-term acceptance rate (LTAR) of 0.20 gallons per square foot per day for the Clay soils. OWTS ANALYSIS Based on the site conditions, the profile pit evaluations, our previous subsoil study information and our experience in the area, the clay soils are expansive and tend to swell when wetted. Based on these considerations, we recommend a mounded sand wastewater treatment system for proper treatment of the effluent. The system will consist of chambers in a bed configuration overlying a sand filter placed on the native ground surface. The STA will be sized three bedrooms (six persons) using an LTAR of 0.8 gallons per square foot per day for imported “secondary sand media”. The STA basal area of the sand will be sized for Soil Type 4 with an LTAR of 0.20 gallons per square foot per day. The sewage will gravity flow from the residence to the septic tank for primary treatment and then be pressured-dosed on a regular basis to the STA for dispersal and final treatment. Pressure dosing is necessary for the sand treatment system. As currently planned, the sewer effluent line will cross the driveway and the water service line. Also a portion of the water service line location is within the minimum set-back from the STA. Encasement of the water service line with larger diameter Schedule 40 (or stronger) pipe will be needed in the area of the water service line encroaching within 25 feet of the STA. The water service line will be also needed to be encased for 5 feet on both sides of the crossing with the effluent line. 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, please contact us to re-evaluate our design recommendations. SOIL TREATMENT AREA • The STA will consist of 2 rows of 17 Infiltrator Quick 4 Plus Standard chambers in a bed configuration placed on imported secondary sand media. The sand media should be a minimum 12 inches thick and be placed on the native ground surface. A pressure - 4 - Kumar & Associates, Inc. Project No. 21-7-289.02 distribution system will be used to disperse the effluent to the chambers on a regular basis. • The distribution cell was sized based on an LTAR of 0.80 gallons per square foot per day for secondary sand media. The basal area was sized using an LTAR of 0.20 gallons per square foot per day for Soil Type 4 for the natural Clay soils. • A 30% reduction of the STA size was applied for use of Infiltrator chambers. The proposed distribution cell will be 6 feet wide by 68 feet long (408 square feet). • The minimum basal area of the mound is 68 feet long by 23.5 feet wide (1598 square feet). • Soil treatment area calculations are shown on Figure 3. • Vegetation should be removed and the ground surface scarified to at least 3” deep prior to the sand placement. • Distribution lines, consisting of 1.5-inch diameter, Schedule 40 piping, with 1/8-inch diameter orifice holes drilled at 4-foot centers near the center of the Infiltrators, should be installed along the complete length of the chambers, see Figure 4. The distribution lines should be suspended approximately 2 inches from the top surface of the infiltrators by pipe ties. The orifice holes should face up toward the infiltrator surface above. • An ⅛-inch hole should be drilled on the bottom of each end of the distribution pipe to allow for complete drainage of the distribution line following pressure dosing. Install splash plates below drain holes. • The sand bed should be oriented along ground contours to minimize soil cover. • Sand filter material should extend one foot horizontally from the perimeter of the chamber bed and then be sloped at 3 horizontal to 1 vertical maximum in all directions. • The sand filter media should meet the requirements of the current Eagle County OWTS Regulations for “secondary sand media”. ASTM C33 concrete sand is suitable for the filter media. A sample of the sand filter media should be obtained within one month prior to installation of the system for gradation analyses testing by us or the gradation test results of the sand provided to us for approval. • The sand filter material shall be placed in lifts not exceeding 10 inches thick. Each lift shall be track or bucket compacted until settlement ceases. • A minimum of 10 inches and a maximum of 24 inches of cover soil should be placed over the chambers. The cover soil should include 6 inches of topsoil. • Backfill should be graded to deflect surface water away from the STA and should be sloped at 3 horizontal to 1 vertical or flatter. This may require a swale along the up-slope side of the STA. - 5 - Kumar & Associates, Inc. Project No. 21-7-289.02 • 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 Infiltrator end caps. Install ports at each corner of the bed. 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 minimum setback from the STA to the water service supply line is 25 feet. Where the water line encroaches on the setback, the water line must be encased with larger diameter Schedule 40 PVC pipe in a watertight manner throughout the encroachment. • A plan view of the STA is presented on Figure 4 and a cross section of the STA is presented on Figure 5. • Cleanouts are required at the end of the distribution line. See Figure 6 for the cleanout detail. 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 1,000 gallon, three-chamber septic tank (1,500 gallons total) will be used for primary treatment and dosing to the STA. The first two chambers of the tank will be utilized for treatment and settling, and the third chamber of the tank will contain the dosing pump. A detail of the tank is provided as an attachment to the report. • A submersible effluent pump enclosed in a Biotube Pump Vault will be installed in the third chamber. • The tank must be a minimum of five feet from the residence and from the STA. The tank must be a minimum of 10 feet from any potable water supply lines. • 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. - 6 - Kumar & Associates, Inc. Project No. 21-7-289.02 • 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. • The sewer pipe should be sloped between 2% to 4% to help limit disturbance of solids in the tank and the potential for 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 36 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 pipe bends 90 degrees or more and at 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. • The sewer line location shown on Figure 1 is considered conceptual. We assume that there will be only one sewer line exiting the residence. 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 more than one sewer line exiting the building. Effluent Transport Piping • The effluent transport pipe should be 1.5-inch diameter Schedule 40 piping sloped at a 2% minimum to drain back to the dose chamber. • 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. - 7 - Kumar & Associates, Inc. Project No. 21-7-289.02 • 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. • The effluent pipe should be encased with larger diameter Schedule 40 PVC pipe underneath driveway surfaces and be provided with at least 48 inches of soil cover and be insulated on top and sides with 2-inch-thick foam insulation board. • All 90-degree bends should be installed using a 90 degree long-sweep or by using two 45-degree elbows. • The minimum setback from the effluent line to the water supply line is 5 feet. Where the water line encroaches on the setback and crosses the effluent line at the driveway, either the water line or the effluent line must be encased with larger diameter Schedule 40 PVC pipe in a watertight manner throughout the encroachment. Effluent Pumping System • An Orenco PF3005, 115-volt, submersible effluent pump with a 1.25-inch diameter discharge assembly, or equivalent, will be required for the effluent pumping. • The maximum effluent transport distance from the pump discharge to the STA estimated to be 80 feet. • The elevation difference from pump discharge to the STA is estimated to be 2 feet of drop. • The pump should be enclosed in an Orenco Biotube Pump Vault for effluent filtering and protection of the pump from vibration. • An equivalent pump must be capable of operating at 15.6 gallons per minute at 6.1 feet of total dynamic head. A pump performance curve is provided as an attachment to this report. • The floats should be set to provide a dose volume of approximately 93 gallons. The actual dose volume will be about 93 gallons in the transport line. To achieve the desired dose volume, the upper (“ON”) and lower (“OFF”) floats should be set approximately 9¼ inches apart. • The flow differential between the first and last orifices is estimated to be 1.0%. • The high-water alarm float should be placed approximately 3 inches above the “ON” float in the dose tank. The high-water alarm must be wired on a separate electrical circuit from the pump. - 8 - Kumar & Associates, Inc. Project No. 21-7-289.02 • An ⅛-inch diameter weep hole should be drilled in the effluent transport line prior to exiting the dose tank so the transport line can drain after each pumping cycle. 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 soil absorption 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 includes: 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 soil absorption system. • The effluent in septic tanks can freeze during extended periods of non-use in cold weather. We recommend that a tank heater be installed in this system to help prevent freezing. - 9 - Kumar & Associates, Inc. Project No. 21-7-289.02 OWTS MAINTENANCE • Inspect the septic tank, pump, pump vault filter and STA at least annually for problems or signs of failure. • The filter should be cleaned annually by spray washing solids into the first chamber of the septic tank. • The septic tank should be pumped and cleaned about 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 As-Built inspection will include a pump test for the system. 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. ETCETCETCETCETCDYH 58.0 57.0 57.060.25 57.557.3456.8469.0 68.88 56.56 56.08 >> >> > >>>>>>>>>> 70.7 68.88 58.6 58.67 60.6760.73 62.7362.78 64.78 64.83 66.83 66.88 56.6 ETC ETCETCWS WS WS WSWSWSWSWSWSW S W S56.6453.8355.61 55.56 55.17 55.03OS W S 5 4 ° 0 2 ' 3 8 " E 2 2 5 . 6 3 'BASIS OF BEARINGSN27°57'40"E 170.00'S33°10'49"W 172.15'L=162.14'R=6358.35'SET LARGE SPIKE & WOOD LATH @ BUILDING ENVELOPE CORNERS (TYPICAL) LOT 56 90 5 0GARAGE DOOR = 5 7 .00 MAIN LEVEL FF = 69.00 LOWER LEVEL FF = 58.00 S33°10'49"W 172.15'BELLYA C HE RI D GE R O A D 80' Right-of-Way9056 9055 9054 9052 9051907090719072907390749075906990689067906690659064906390629061906090599058905790569055905490539052905190509049907090699065906090619062906390649066906790689059905890579056905590549053905290719060 9059 90 5 8 9 0 5 790569072907190709055 9053 9068 9065 9060 905590509049904790469045904 8 904990489049 9048 9051 90679065 9063 9060 905 89050 905090479050 9051 9049 9048 9047 904 6 90459055905490709 0 4 5 3 BEDROOM RESIDENCE LOT 60 5539 BELLYACHE RIDGE ROAD 1.501 Ac.± Kumar & Associates SILT COBBLES COARSE GRAVEL MEDIUMMEDIUMV. FINE SAND CLAY FINE CO.FINEV. CO.CO.FINE Kumar & Associates Kumar & Associates Kumar & Associates NATIVE SOILS REMOVE VEGETATION AND SCARIFY UPPER 3" OF GROUND SURFACE PRIOR TO SAND PLACEMENT INFILTRATOR QUICK 4 PLUS STANDARD CHAMBERS EXISTING GROU N D S U R F A C E SAND FILTER PLACED ON EXISTING GROUND SURFACE 4" DIAMETER OBSERVATION PORT 6.0' 8.0' 10" COVER SOIL. 3:1 MAX. SLOPE. 23.5' MINIMUM BASAL WIDTH 1.0' MIN SAND FILTER UNDER CHAMBERS Kumar & Associates Kumar & Associates NOT TO SCALE NRWHV AOO SLSLQJ ILWWLQJV DQG YDOYHV VKRXOG EH SFK  39C ,QVWDOO GLVWULEXWLRQ OLQH FOHDQRXWV DW WKH HQG RI HDFK GLVWULEXWLRQ OLQH Pump Selection for a Pressurized System - Single Family Residence Project 21-7-289.02 / 5539 Bellyache Ridge 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 1.25 80 40 1.50 None -2 3 40 1.50 2 68 40 1.50 1/8 4 5 None 0 inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity 0.43 36 15.6 2 1.0 2.5 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 1.7 1.3 0.0 0.0 0.1 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 8.5 0.3 14.4 23.2 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 15.6 6.1 gpm feet 0 5 10 15 20 25 30 35 40 0 50 100 150 200 250 300 Net Discharge (gpm) PumpData PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 1Ø 60Hz, 200V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: • EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PLEASE CALL FOR FINAL P. 0. Box 850 - 550 Broadway PERMIT MUST BE POSTED INSPECTION BEFORE COVERING Eagle, Colorado 81631 AT INSTALLATION SITE ANY PORTION OF INSTALLED SYSTEM 328-7311 or 949-5257 or 927-3823 PERMIT NO. N c 6 3 0 OWNER: Larry Metternick ADDRESS: P.O. Box 1073 - Eagle, CO 81631 SYSTEM LOCATION: Lot 57 - Bellyache Ridge Subd. #2 - 5539 Bellyache Road -_Wolcott, CO LICENSED INSTALLER: Owner LICENSE NUMBER: **CONDITIONAL INSTALLATION APPROVAL is hereby granted for the following: MINIMUM REQUIREMENTS: 1000 gallon septic tank or aerated treatment unit. Absorption area or dispersal area computed as follows: PERCOLATION RATE: one inch in 20 minutes. Absorption Area per Bedroom sq. ft. 1BCD( Ole ��'0400cii No. of Bedrooms 3 x �&p sq. ft. minimum requirement per bedroom Sqtotal sq. ft. minimum requirement.6A0 SPECIAL REQUIREMENTS: ,� IZfkK,klSS — dip AA)d 3 J ---- tJ 0Z^ i DATE: July 20, 1983 **CONDITIONS: 1. All installation must comply with all requirements of the 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 building and zoning 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 installed ys emwis approved prior to covering any part. 5?0c H u�� i Installed Absorption or Dispersal Area: M40 sq. ft. Obi +� Sr PAO Installed Septic Tank: (00 p gallons. Degrees: Feet: A Design Engineer of System: Installer of System: Phone: Septic tank cleanout to within 12" of fint�Aade or aerated access ports above grade? Yes No Proper materials and assembly? Yes t! No Compliance with permit requirements? Yes L---' No Compliance with County/State regulations requirements? Yes No. kHny ILeni cnecKeu --nu-- requires correctiion oerore ri i approval of system is made. Arrnnnc n ro_incnor+inn wknn i.inAl is rmmn1n+orl 1/ A F�. _►ra ENVIRONMENTAL ZAEALTH P.O. BOX 811 PERMIT NO. EAGLE, COLORADO 81631 PERMIT FEE APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT � T U 6 D l s eo /�Ji 1®I . Name of Owner: �ky'enS Phone: Address of Owner: 60 )c is facility within boundaries of a city/town or sanitation district? /yo Distance to nearest sewer system: Location of Proposed System: f .5-7 2 Uez9!L LegalDiscription: .� .� Type of Structure: Single Family Dwelling ( ) Other: No. Bedrooms Water Supply: Private Well ( ) Location: Distance From leach field - Size of Lot: Public Water Sup pIy:-.4ae%/efdf, dz-'m,,`{'` l>ecz t� ck_iZ An appropriate plat plan must accompany site inspection for this application: showing required information. (See attached sheet.) The individual sewage disposal system will be constructed and installed in accordance with the regulations governing individual sewage systems within Eagle County, and shall comply with House Bill 1553 CRS 66-14, 1973. Payment shall be made to the Eagle County Treasurer. Permit, upon approval of this application, may be obtained at the Eagle County, sanitarian's office. Appointment for final inspection must be made prior to construction, by contacting the inspecting sanitarian. [Phone bet;neer, 8:30 cind 9:00 AM.] Refer to permit number. No approval will be given on any systern without final inspections. `i 44 9 a 5c 57'1 ex-6 02 38 C VouZ Ara) Name, address, and telephone of person responsible for design of system: --- The undersigned acknowledges that the above information is true and that false information will invalidate the application or subsequent perm' . SIGNATURE OF APPLICANT: ' - �S :e`z.�� Date: �4�7 (This application becomes invalid 6 months from above date.) f Ek,c, -rES i o/vL y peAYq ' HEALTH DEPARTMENT USE ONLY Nor i 0 6E- X_A1 r-,9 . dn� � err �1 �a g Percolation Information: _ Permit No. Tank Capacity: al. minimum '- g ( ) Fee Receipt: Absorption Area: Sq. ft. (minimum) File: REMARKS: APPLICATION IS: APPROVED ( ) DENIED The above individual sewage disposal system was instolled by _ AND HAS BEEN INSPECTED ANID APPROVED BY A REPRESENTATIVE OF THE EAGLE COUNTY HEALTH DEPT. Dcte: .— _ _, Sanitarian: APPLICATION OR "",DICIDUAL SE :AGE DISPOSAL SYSTEMPFR`fIT • R., E ,V' I R1NDENi L ?E-OFLL- EAGLE COU""TY P.O. Do-,,: 350 Eagle, Colorado 81631 No. 10 PERMIT APPLICATION FEE: 8150.00 328-73II PERCOLATION TEST FEE: $50.00 NAME OF OWNER: /_ 0 IrV, -¢ 1" GLy Ci V 0�7 ADDRESS: PC, ��� � � PHONE: NAME OF APPLICANT (if different from owne ): ADDRESS: PHONE: DESIGN ENGINEER OF SYSTDi (if applicable): ADDRESS: PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: Licensed Installer (see attached list): YES_ NO ADDRESS: PHONE: PERMIT APPLICATION IS FOR: New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM- Street/Rural Address: J�3 o / c �, Lot Size: X o5- Legal Description: I pi 5% psi vGLI - - 1 O ff, Sub d i'vi'.s in A- Fi�1►� �CJ,�, BUILDING OR SERVICE TYPE (check applicable category): .�g Residential - Single Family ( ) Residential - Duplex ( ) Residential - Triplex NUMBER OF PERSONS: __//_ WASTE TYPES (check applicable categories): ( ) Commercial or Institutional ( ) Non -Domestic Wastes �6) Garbage Disposal Automatic Washer ( ) Other TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( ) Residential Quadplex ( ) Commercial (state usage)' NUMBER OF BEDROOMS: Dwelling ( ) Transient Use ( Dishwasher ( ) Spa Tub Septic Tank ( } Composting Toilet ( ) Incineration Toilet ( ) Vault Privy ( ) Greywater ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Potable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: YES ( ) NO (�4 IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: YES (K) NO ( ) WASTEWATER FLOW REDUCTION PLAN: YES ( ) NO (j) (I6 yes, see attached wastewateh 4tow &eduction methods) NOTE: The Env tronmentat Health 044ice& may &educe the &equitced abso&pti,on a&ea upon app&ovat o6 an adequate wastewate& 6.-ow &educti.on ptan.- SOURCE AND TYPE OF WATER SUPPLY: Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: fling vie- If supplied by community water, give name of supplier: e- (a-N1e1v-e) SIGNATURE: DATE: INFORMATION BELOW O BE FILLED OUT BV ENUIRONXIENTAL HEALTH OFFICER. GROUND CONDITIONS: Pehcent G&ound Stope Depth to Bed&ock (petr. 8' P&o4ae Ho.-e) Depth to GAoundwa te& Tabte SOIL PERCOLATION TEST RESULTS: Minuta pe& inch in Hote #1 Minutes pe& inch to Hone # 2 M nutu pets inch to Hote # 3 FINAL DISPOSAL By: ( ) Abso&pt%.on T&en h, Bed c& Pit ( j Evapott ansp.vtation ( j Above G&ound D.i s peAsa E ( ) Sand FitteA ( ) Unde/tg&ound D%speuae ( j Wastewate& Pond ( ) Oche& aAll Amount Paid: ISO �� Receipt Nwnbet Date: (Env. Health Department - Rev. 4-07-83) TELEPHOfQE w 303/328-7311 Board of County Commissioners Ext 241 Assessor Ext 202 Clerk and Recorder Ext 217 Sheriff Eagle: Ext 211 Basalt: 927-3244 Gilman: 827-5751 Treasurer Ext 201 Administration Ext 241 Animal Shelter 949-4292 Building Inspection Ext 226 or 229 Community Development Ext 226 or 229 County Attorney Ext 263 Engineer Ext 236 Environmental Health Ext 238 Extension Agent Ext 247 Library Ext 255 Public Health Eagle: Ext 252 Vail: 476-5844 Personnel Ext 241 Purchasing Ext 245 Road and Bridge Ext 257 Social Services 328-6328 EAGLE COUNTY Eagle, Colorado 81631 July 13, 1984 Mr. Larry Metternick P.O. Box 1073 Eagle, Colorado 81631 Dear Mr. Metternick: This is to inform you that your ISDS Permit #630 for property located on Lot 57- Bellyache Ridge Subdivision, Filing #2 - 5539 Bellyache Road in Wolcott has been finalized and signed off by Richard Pylman, Assistant Environmental Health Officer for Eagle County, on Friday, July 13, 1984. I am enclosing a copy of this completed permit for your records. If you have any questions, please contact this office. Sincerely, L Lorraine Funke, Secretary Environmental Health Office EAGLE COUNTY /if Enc. Page 1 of 1 Lori Siefers From: Ray Merry Sent: Tuesday, November 22, 2005 5:24 PM To: Colleen Wirth; Laura Fawcett Cc: Kim Erickson; Lori Siefers Subject: RE: BP-17199 / Metternick basement alteration Thanks, Colleen. I suspect the term "self -flushing" is her description of a siphon -dosed system. We'll try to give her a call and ask whether she has any pumping records that we might keep in her file for her. It will be a reminder for her to have it done every once in a while. We'll keep your note in the property ISDS record. Raymond P. Merry, REHS, Director Eagle County Environmental Health P.O. Box 179 Eagle, CO 81631 (970) 328-8757 (970) 328-8788 (fax) ray.merry@eaglecounty.us From: Colleen Wirth Sent: Tuesday, November 22, 2005 5:16 PM To: Ray Merry; Laura Fawcett Cc: Kim Erickson Subject: BP-17199 / Metternick basement alteration Hi Ray / Laura, Thanks for your research on Mary Ann Metternick's property. Spoke with Mary Ann this afternoon. She confirms 3 existing bedrooms in the house, and further agrees to the following building condition on her floor plans for the basement alteration. As follows: ***LOWER OFFICE NOT APPROVED FOR USE AS A BEDROOM, CLOTHES CLOSET SHALL BE PROHIBITED (DUE TO EXISTING SEPTIC CAPACITY), INSPECTOR SHALL VERIFY RECESSED SHELVES ONLY INSTALLED BEFORE RELEASE OF THE C.O. FOR BASEMENT ALTERATION*** Plans have been marked accordingly. The homeowner conveyed that her septic system has continued to function to their satisfaction (she says that it is self -flushing???). She confirmed it is her intent not to install a clothes closet and not presently contemplating alteration of her existing septic. Thanks Laura for your flag on the folder. Once workflow is signed off by Environmental Health, you may want to call Kim Erickson at ext 8730 and let her know when it's been approved. She has it on her desk now. Thanks, Colleen Wirth Ext 8741 704-2784 12/12/2005 v f ,4. titbU.00} Ip»Xac,nti-011 .No. �'crillit No. ' Type of Dwe 13. _c l2f>: tT S no, of L c,xoo;as: Date of 7`cst 17 �8 bc2�tl1 0 I101cs: �< m00% /1L Di -,,:m c t e x : /5�� � � Tyne of Loi1: �Ocv-.tion of ` os:t- Holes: .� � Cost 1101e �ca.s nz•eso, icedxo,2: 'rG-. :. • • `�tilac Tzu1e - eL TIME/ALLRC,T 2_ E i 3 LIAO 2-0 exc:olation Rate: ite Ills been xe;ricwea and 'Lest ; c� YO-Co:11112clid:• IIJV>>L 1)1Ell iP R0VAL DPTE . o,IIIICI11-:11.' Coll t2 1.�� 1 a `1- ti� -S 3 EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE L C'k Name Date Routed l � 4?,;�,Q-1 t 6_L_� Application No. Locat' Please review the attached Individual Sewage Disposal System Permit Application and return it with this completed form to the Environmental Health Office._ PLANNING: Complies with - YES ' NO 'REVIEWED BY DATE Subdivision Regulations: Zoning Regulations: Recommend Approval: COMMENTS: .` V BUILD_ING: Complies with - Building Permit Applied For: Building Permit Issued: Recommend Approval: COMMENTS: YES -NO REVIEWED BY DATE ENGINEER_: Complies.with - Roads: Grading: Drainage: Recommend Approval: YES NO REVIEWED BY DATE COMMENTS: ENVIRONMENTAL HEALTH: Complies with - Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recommend Approval: YES NO REVIEWED BY DATE Fl- COMMENTS: a 0630 Metternick Lot 57 NAME, Bellyache Ridge 5539 Bellyache Road J013 1114 (5777ION BILL TO DATE STARTED n I ct'i DATE COMPLETED DATE BILLED pp P- I V I? Wss2q JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR PERMIT NO. 630 Comte, INSURANCE OWNER: 6a*j-y44et+e"k SALES TAX P.O. Box 1073 - Eagle, CO 81631 LOCATION: Lot 57 - Bellyache Ridge Subdivision Filing #2 MISC. COSTS 005539 Bellyache Road - Wolcott, co INSTALLER: Les Frimmi SIZE OF TANK: 1,000 gallons 600 Degrees; 50 Feet DWELLING: Single Family - 3 bedrooms x 280 sq.ft.— PERC RATE: TOTAL JOB COST one inch/20 mintues = 760 sq.ft. leach field Comments: Septic tank equipped with dosing siphon - Care should GROSS PROFIT be taken in driveway construction to avoid damage to tank. LESS SS OVERHEAD COST % OF SELLING PRICE Finalized: ill 3/84 By: Richard Pylman fameJ 9 4 1- 31-P-4 l NET PROFIT Printed in U.S.A. PER 1.