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2291 Brush Creek Rd - 210909100002 (2)
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. 2212-02 BP NO. 14714 OWNER: BARBARA PEARCH PHONE: 970-328-6922 MAILING ADDRESS: P.O. BOX 313, EAGLE, CO 81631 APPLICANT: KLEINSMIDT & SHAMIS PHONE: 970-328-2800 SYSTEM LOCATION: 2291 BRUSH CREEK RD., EAGLE, CO TAX PARCEL NO. 2109-091-00-002 LICENSED INSTALLER: W.Y. CONSTRUCTION, BILL YEIK LICENSE NO. 02-03 PHONE: 970-328-6641 DESIGN ENGINEER: JOHNSON, KUNKEL & ASSOCIATES, JAMES KUNKEL PHONE NO. 970-328-6368 x232 (Shawn Koch) INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE 1250 GALLON FLYXX TANK WITH A 433 GALLON DOSING CHAMBER, 720 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 21 INFILTRATOR UNITS IN A PRESSURIZED SAND MOUND SYSTEM WITH AND UNDERLAYING SAND BED 15 FEET BY 48 FEET. SPECIAL INSTRUCTIONS: THE WELL MUST BE LOCATED AT LEAST 100 FT. FROM THE LEACH FIELD AND AT LEAST 50 FT. FROM THE SEPTIC TANK. INSTALL A CLEAN -OUT BETWEEN THE HOUSE AND THE TANK. THERE MUST BE A HIGH WATER ALARM INSTALLED FOR THE DOSING CHAMBER. THERE MUST BE AT LEAST 6 INCHES BETWEEN ROWS OF INFILTRATOR CHAMBERS. INSTALL AS PER ENGINEER'S DESIGN DATED 12/10/02. DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENV. HEALTH AND DESIGN ENGINEER BEFORE COVERING SYSTEM FOR INSPECTION. PROVIDE SAND SPECIFICATION DOCUMENTATION TO EAGLE COUNTY WHICH CAN BE OBTAINED FROM THE SUPPLIER. FINAL AS-BUILTS FROM THE ENGINEER MUST LOCATE WELL, LEACH FIELDS AND SEPTIC TANKS. ENVIRONMENTAL HEALTH APPROVAL: LAURA FAWCETT DATE: JANUARY 8, 2003 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN 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: 720 SQUARE FEET (VIA 21 INFILTRATOR UNITS IN A SAND MOUND DESIGN ) INSTALLED A 1250 GALLON CONCRETE SEPTIC TANK WITH A DOSING CHAMBER LOCATED 274 DEGREES AND 10 FEET FROM THE CLEAN -OUT. COMMENTS: THE FINAL INSPECTIONS WERE DONE BY LAURA FAWCETT OF EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGIN- EER ON FEBRUARY 21, 2003. THE ENGINEER'S FINAL CERTIFICATION WAS RECEIVED ON MARCH 7, 2003. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A FOUR BEDROOM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. q ENVIRONMENTAL HEALTH APPROVAW �uC DATE: MARCH 7, 2003 DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO Raymond P. Merry, REHS Director This letter is to inform you that th& above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy, toretain for your records. This permit does not* indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Eagle County Environmental Health Department ENCL: Informational Brochure Final ISDS Permit cc: files OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 • DATE: January 8, 2003 TO: Shawn Koch, Johnson, Kunkel & Associates FROM: Eagle County Department of Environmental Health RE: Individual Sewage Disposal System Permit #2212-02 Tax Parcel #2109-091-00-002, SE 1/4 NE 1/4 bk-0135 Property Location: 2291 Brush Creek Rd., Eagle, CO. Pearch/Fischer Property Enclosed is a copy ISDS Permit #2212-02. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this Department. Systems designed by a Registered Professional Engineer must be certified by the engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Due to the onset of winter, special care should be taken during installation to gnsure that the system will function at optimal levels, if you plan to undertake this installation now. Do not install in wet weather. It may be best to postpone installation until warmer and dryer conditions exist. Please note that our ISDS Permit specifications are typically minimum requirements only and should be brought to the property owner's attention in case they may wish to install a system capable of handling larger wastewater flows. This permit does not indicate conformance with any other Eagle County requirements. If you have any questions, please feel free to contact us at (970) 328-8755. cc: ISDS file # 2212-02 Chrono file Jan. 03 •Y DATE: January 8, 2003 TO: W.Y Construction, Bill Yeik FROM: Eagle County Department of Environmental Health RE: Individual Sewage Disposal System Permit #2212-02 Tax Parcel #2109-091-00-002, SE 1/4 NE 1/4 bk-0135 Property Location: 2291 Brush Creek Rd., Eagle, CO, Pearch/Fischer Property Enclosed is a copy ISDS Permit #2212-02. The permit is valid for 120 days or for the duration of your current building permit for this property. 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 note any special requirements that may have been added to the design by this Department. Systems designed by a Registered Professional Engineer must be certified by the engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer and views the installation. Due to the onset of winter, special care should be taken during installation to unsure that the system will function at optimal levels, if you plan to undertake this installation now. Do not install in wet weather. It may be best to postpone installation until warmer and dryer conditions exist. Please note that our ISDS Permit specifications are typically minimum requirements only and should be brought to the property owner's attention in case they may wish to install a system capable of handling larger wastewater flows. This permit does not indicate conformance with any other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact us at (970) 328-8755. cc: ISDS file # 2212-02 Chrono file Jan. 03 Johnson, Kunkel &Associates, Inc. CIVIL ENGINEERING • STRUCTURAL ENGINEERING • SURVEYING • MAPPING March 7, 2003 Eagle County, Department of Environmental Health Re: EA02120, Fischer Individual Sewage Disposal System (ISDS). Greetings Laura, I respectfully submit that the Individual Sewage Disposal System installed by Wayne Fischer located at 2291 Brush Creek Road was successfully installed per Johnson, Kunkel & Assoc. engineering plans dated December 12, 2002. Four inspections were made by Johnson, Kunkel & Assoc. while the ISDS was under construction. 1. The sub -grade was inspected and found to be prepared satisfactorily. 2. The mound system sand was inspected for proper thickness and area and found to be satisfactory. 3. A concurrent inspection on February 21, 2003 with Laura Fawcett from Eagle County of the infiltrator system along with the three compartment tank and effluent pumping chamber and all hook ups to the dwelling unit were satisfactory except for the 14' vertical extension at the inlet to the tank, which was too short. Wayne Fischer said he would make the change. 4._. The inspection of the 14' inlet pipe noted above was found to be good. The fill placed over the infiltrators and absorption bed was found to meet the engineering requirements. A copy of the sand gradation report from Lafarge as well as the property ILC showing the as -built ISDS is included with this document. Please let me know if you have any questions or you need further information rega ding this project. Sincer , wn Koch Project Engineer Johnson, Kunkel & Associates og,P�O REQ1,9 328-6368 ext. 232 AC at�1 P.O. Box 409 • 1286 Chambers Ave. • Suite 200 • Eagle, Colorado 81631 • Phone (970) 328-6368 • Fax: (970) 328-1035 P.O. Box 771 196 • 1 120 So. Lincoln Ave. • Suite 202 • Steamboat Springs, CO 80477 • Phone: (970) 879-4676 • Fax: (970) 879-4870 KLEINSCHMIDT & SHAMIS, LLC Attorneys & Counselors at Law P.O. Box 1050 0850 East Chambers Avenue, Suite 8 Eagle, CO 81631 Telephone: (970) 328-2800 Telefax: (970) 328-2804 June 27, 2002 Barbara Pearch PO Box 313 Eagle, CO 81631-0313 Dear Barbara: I met with the Eagle County Planning Department earlier this morning for a Pre - Application conference. We discussed the special Use Permit which you have asked us to assist you in submitting. Jenna Skinner with the Planning Dept. stated that letters will need to be obtained from the Town of Eagle and the Eagle County Environmental Health Department. The letter from the Town of Eagle should address either the existing water tap which was used on the old house, having the Town state that if the County approves the Special Use Permit, that the Town will allow you to use that tap for water to Terri and Wayne's house. Alternatively, the Town's letter should state that if the Special Use Permit is approved, the Town will allow a new tap to be installed so to service Terri and Wayne's house. The letter from the Environmental Health Department should address their approval of an ISDS permit for the installation of an additional septic system for the new house if the Special Use Permit is approved. I will be following up tomorrow with another letter addressing the status of the work we've completed with regard to obtaining your Special Use Permit. However, in the interest of saving time, this letter will give you a head start on obtaining the additional necessary paper work as required by the Planning Department. Should you have any questions please do not hesitate to contact us. Very Truly Yours, Heidi S. McCollum, Associate to Mara M. Kleinschmidt i�►� Johnson, Kunkel & Associates, Inc. . CIVIL ENGINEERING •LAND PLANNING -SURVEYING •MAPPING January 7, 2003 Eagle County, Health and Human Services Re: EA02120, Fischer Individual Sewage Disposal System (ISDS). Greetings Laura, This purpose of this letter is to address specific items to be complied with or the rational applied to the desian of the Fischer mound type ISDS. This letter is required for the approval of the ISDS. The letter is subject to the Eagle County Health and Human Services ISDS regulations whether specifically stated or has been determined to be standard practice. Comments were referred to Johnson, Kunkel & Assoc. by Laura Faucet on two occasions the latest being January 7, 2003. Comment # 1 Should the 25% reduction in absorption area be taken with the use, of permanent water conserving appliances and a dosing regiment as stated in the ISDS regulation 4.08.01.12? The dwelling unit will have permanent water conserving appliances which are standard in the industry and standard in Modular Home construction. The ISDS is designed with a dosing regiment not to exceed 4 doses per day @ 225 gal per dose as required. The actual absorption area will be 650 sq. ft. as constructed. The required absorption area without the reduction is 750 sq. ft. In actuality the absorption area is only decreased 13.3%. The difference between the 25% reduction and the actual reduction in absorption bed area accounts for a garbage disposal and dishwasher. With the use of the infiltrator system for effluent distribution over the absorption bed area as the engineer I feel that the system is more than adequate and meets or exceeds the Health and Human Services ISDS regulations. Comment # 2 A high level warning must be installed in the effluent dosing chamber. A high level warning switch will be installed in the dosing chamber. The switch can either activate an inexpensive audible alarm or a slightly more complicated visual indication in the dwelling unit or both. Comment # 3 Per the manufacturer the Infiltrators need to be a minimum of 6" apart. The infiltrator spacing as designed are 5 3/4" apart. They will be positioned such that they are 6" apart. P.O. Box 409 • 1286 Chambers Ave. • Eagle, Colorado 81631 • Phone (970) 328-6368 • Fax: (970) 328-1035 P.O. Box 771 196 • 1724 Mt. Werner Dr. • Steamboat Springs, CO 80477 • Phone: (970) 879-4676 • Fax: (970) 879-4870 Please let me know if you have any questions or you need further information regarding this project. Sinc ly, Shawn Koc Project Engineer Johnson, Kunkel & Associates 328-6368 ext. 232 Johnson, Kunkel & Associates, Inc. CIVIL ENGINEERING • LAND PLANNING • SURVEYING • MAPPING IDIVIDUAL SEWAGE DISPOSAL SYSTEM RECOMMENDATIONS FOR 2291 BRUSH CREEK ROAD EAGLE COUNTY, COLORADO PREPARED FOR: TERRI & WAYNE FISCHER BARBARA PEARCH PROJECT NO. EA02-120 PREPARED BY: SHAWN KOCH DECEM 3ER 12, 2002 P.O. Box 409 • 1286 Chambers Ave. • Eagle, Colorado 81631 • Phone (970) 328-6368 • Fax: (970) 328-1035 P.O. Box 771 196 • 1724 Mt. Werner Dr. • Steamboat Springs, CO 80477 • Phone: (970) 879-4676 • Fax: (970) 879-4870 SCOPE This report provides sewage disposal recommendations for the approved additional residence at 2291 Brush Creek Road, Eagle County, Colorado. SITE LOCATION AND DESCRIPTION The site is a 2.5 acre lot located in the NE 1/4 of Section 9 T. 5 S., R. 84 W., between the south side of Brush Creek Road and the north side of Brush Creek, Eagle County, Colorado. The topography of the lot is relatively flat with slopes around 1.5%. SITE EXISTING CONDITIONS An on -site investigation was done on November, 27, 2002 to determine the subsurface and groundwater conditions for the approved residence. Two excavations were done to determine the soil and groundwater stratum; one in the area of the approved dwelling and one in the area of the proposed sewage disposal area. Three percolation test holes were excavated in accordance with the Eagle County Department of Health Individual Sewage Disposal System (ISDS) Regulations. The percolation tests and the soil analysis were completed by Hepworth-Pawlak Geotechnical Inc. The Geotechnical Report No. 102764 is included in Appendix B. DESIGN CRITERIA A single family residence is approved for this site. The residence will be a four bedroom modular home with three bathrooms, a clothes washer and a garbage disposal. A Mound Type Sewage Disposal System was selected for the site due to groundwater depth. The system was herein designed in accordance with procedures outlined in the EPA's Design Manual for Onsite Wastewater Treatment and Disposal Systems as well as the Eagle County Department of Health Regulation's for Individual Sewage Disposal Systems. The following criteria were used. Occupancy = 2 persons per bedroom Average Flow = 75 gallons per person per day Peak Flow = 150% of average flow Groundwater = 3.5 ft below natural ground surface CALCULATIONS Refer to Appendix A for calculation worksheets. SEWAGE DISPOSAL RECOMMENDATIONS A 1689 gallon, 3 compartment tank, manufactured by Front Range Precast, is recommended; refer to Appendix C for component data sheets. The tank will have a minimum 1250 gallon 2 compartment solids receiving and settlement portion as well as a 430 gallon effluent storage and dosing chamber. The dosing chamber will contain a Barnes BNBP314A effluent pump. The effluent will be pumped to a 576 sq. ft. absorption bed surrounded by a minimum 20 foot X 56 foot basal area as shown on the included site plans. The laterals shall be suspended with nylon straps inside SideWinder Infiltrator's with their perforations located at the 12 o'clock position. The Infiltrators are placed level on a 2 foot compacted medium sand absorption bed, no gravel is required, and backfilled. APPENDIX A « a 2 L \ $ E E 6 c\ \ .\ a) E o g \00 « o ./ ACM 0 � \�\ / b \ / 0 cz \ \ 0 a) / eAVV 2 m � co z u cn a) @ $ a c: o k t u c CL ® /2 ƒ 3 n- . / 2 t u ƒ w o 0 70 ■ Z cz k w _0 $ @ 4 o & « < < x / ® / \ E w w w . ƒ � . m 6 $ $ R ' # 2 \ e » w i R 7 2 E a - & / / co f � c � c ƒ ± ± - / O � 0 2 © A It / /\ o r / q o - \ n E . I § $ 2 § ! C6 U) / i -F i § � \ % @ a)\ a-£ o E k - ( O \ = k: � 0 Q- L f m e ' f �� 2 / o CC 3 0 $ co§ I 2 c k E / ± E w / 2 ■ ca \ ƒ f / _% 7 �CL ( 2 G E @ m q \ = 0 2 \ 2 2 §: CL c 0 2 < ƒ / k ƒ k < f / 2 � , C k . k , § § k . § 5 ) CL / . CY) § / . k . c 2 0 $/ \ c . 2 // • /� E c_ °o e 22 2A . \ @ 0- 0 U) / 0 0 § / LL k 0- / 0 � / / . f m c n ƒ Q \ j - O 3 m § / � k / / / / d . o � � � o . \ 0 / co 0 0 0 0 0 / n / / \ k / $ / a # � q w # ¥ a cod a a CD 0) ¥ n q . � co c � m / . " (D 0 a) c f LL ■ e cr % @ f ƒ LL \ § �� 11 a)f 2 / . � a) co/ « �� m / 7 / / £ 2 b$ ƒ c \ _ \ / o / m c 5 0 E Fn o / \ k £ 7 / E f o _o / / / .: 2 R » 0 2. w = o = ■ o m c m _ = @ R 0 0 _ 0 < c E _ O = 7 I 2 3 » 2 . / . \ . 5 # k c . / 5 � \ \ 3 . 2 ƒ � . f -C = . 7 C / z t co . / / § c / r 2 . k c 0 § . t _0 .. 2 q ( co co a)m / m , . n C � \ / ) / # / o & m / 3 e R L + 7 D % \ f . \ / L O \ { , E \ ƒ co 7 E $ g k : / k : 2 ± \ \ \ k \ % 2 \ R / # q / G n \ \ \ # g d e _ 7 w o _ w — \ co W It� \ % � u r r k � a > / E D i " $ D E ƒ £ �� W �� Z k I # � �� m /. / > .% $ 3 E / co 2 £ u % e o 2 0 /. 0 9 $ m 0 \ � / % f o E co � U) / . ..5 0 S / / -j m k ¥ ® 5 3 = E e E % 2 / / 3 . 0 � / / / �c $ � » 2 ® ) a) E @ � m R E e 2. f E $ E \ 2 ƒ ƒ ƒ \ / m k k w p / -j k 3 / \ E . L = f E r \ Cl) U) . .5 = # $ f \ =[ � 2 k \ E � \ « / //i ƒ 3 �� k_ co r q r 2 m 6 / co c 2 % / \ o ¥ m % ƒQ _ % @ E 2 O 2 E / � / \ �� ■ �� \ \ / 70 0 ® 2 ) / •(. o ■ S k 7 \ % § / f k / 0 ƒ \ > § ' ' \ 2 \ � / a k k 0 ƒ ƒ / ƒ k 0 co APPENDIX B DEC-12-2002 12:34 H—P GEOTECH P.02/10 G(9FXech HEPWORTH-PAWI.AK GEOTECHNICAL December 10, 2002 Terrie Fischer ;P.O. Box 1774 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone:970-945-7988 Fax:970-945-8454 email: 11p9leo©hp9eotech-com .Eagle, Colorado 81631 Job No. 102 764 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residence, 2291:.Brush Creek Road, Eagle County, Colorado. .bear Ms. Fischer: As requested, Hepworth-Pawlak Geotcchnical, Inc. performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The study was conducted in general accordance with our agreement for geotechnical engineering services to you dated November 25, 2002. In addition, percolation testing was requested by the client at the time of our field work. The data obtained and our recommendations based.on the proposed construction and subsurface conditions encountered are presented in this report. Evaluation of potential geologic hazard impacts, such as .flooding, on the site are beyond the scope of this study. Proposed Construction: The proposed residence will be a single story, double -wide trailer over a crawispace located on the site as shown on Fig. I. We understand cut depths will be shallow, about 1 to 2 feet deep. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. The septic disposal system is proposed to be a mounded system located to the northwest of the residence. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The property is currently occupied by a one story modular house, a one story log cabin and a shed. The site of the proposed construction was vacant and covered with about 3 inches of snow at the time of our field exploration. The ground surface in the building area is relatively flat with about 1 to 2 feet of elevation difference. Brush Creek is located about 50 feet to the west of the site. The property is vegetated with cottonwood trees, grass and weeds. Cobbles and boulders are exposed on the ground surface, Subsurface Conditions. The subsurface conditions at the site were evaluated by excavating one exploratory pit in the building area, and a prole pit in the septic disposal area at the approximate locations shown on Fig. 1. The logs of the pits are presented on Fig. 2. The subsoils encountered, below about r/z foot of topsoil and I to 21/a feet of stiff DEC-12-2002 12:35 H-P GEOTECH P.03i10 Terrie Fischer December 10, 2002 Page 2 sandy silty clay, consist of relatively dense, slightly silty sandy gravel with cobbles and boulders. Results of swell -consolidation testing performed on a relatively undi-turbed sample of the clay soils, presented on Fig. 3, indicate moderate to high compressibility under conditions of loading and wetting. Results of a gradation analysis performed on a sample of the gravels (minus 5 inch fraction) obtained from the site are presented on Fig. 4. Groundwater was encountered in the pits'at depths of 3'/2 feet at the time of excavation. The upper soils were moist. Floundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural gravels or compacted structural fill designed for an allowable soil bearing pressure of 3,000 psf for support of the proposed residence. The clay soils tend to compress upon loading and should be removed from beneath the building area. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Clays and loose disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural gravels. As an alternative, design bearing levels can be re-established with compacted structural fill. The fill should consist of the on -site gravels or imported granular materials compacted to at least 100% of standard Proctor density at a moisture content near optimum. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 42 inches below the exterior grade is typically used in this area. Continuous foundation wails should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an. equivalent fluid unit weight of at least 5€3 pcf for the on -site soil as backfill. Floor Slabs: The natural on -site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. ' ,Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A. minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support- of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on -site soils devoid of vegetation, topsoil and oversized rock. H-P Gpmr-rk DEC-12-2002 12:35 H-P GEOTECH Terrie Fischer December 10, 2002 Page 3 P.04110 Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation -of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in -all directions. We recommend a minimum slope of d inches in the first 10 feet in unpaved areas and a minimum, slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percolation Vesting: Percolation tests were conducted on November 27, 2002 to evaluate the feasibility of an infiltration septic disposal system at the site. Three percolation holes were dug by the client at the locations shown on Fig. 1. The test holes had been dug at the bottom of shallow. backhoe pits and were soaked with water by the client prior to testing. The soils exposed in the.percolation holes are similar to those exposed in the Profile Pit shown on Tig. 2 and consist of about 1/2 foot of topsoil and 2V2 feet of sandy silty clay overlying.slightly silty sandy gravel with cobbles and small boulders. Groundwater was encountered in the pit at a depth of 3%a feet. The percolation test results are presented in Table II. The percolation test results indicate an infiltration rate between 3 and 5 minutes per inch with an average of 4 minutes per inch. Based on the subsurface conditions encountered, primarily the shallow groundwater, Eagle County may require that a civil engineer design the septic disposal system. Limitations; This study has been conducted in' accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on fig. 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and 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 at once so 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 H-P [:MnTTru DEC-12-2002 12:36 H-P GEOTECH P.05/10 Terrie Fischer December 10, 2002 Page 4 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 the recommendations presented herein. We, recommend on -site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Sincerely, Jordy Z: A.damson, J ., P. Zulu/ Reviewed by:.°'•..,,h z,��•�,\�t�� Daniel E. Hardin, P.E. JZA/ksw attachments cc: Johnson, Kunkel and Associates - Attn: Shawn Koch H-P GEo7ECH DEC-12-2002 12:38 H-P GEOTECH P.10i10 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I PERCOLATION TEST RESULTS JOB NO. 102 764 HOLE NO. HOLE DEPTH LENGTH OF WATER DEPTH (INCHES) INTERVAL WATER DEPTH DROP IN AVERAGE AT START OF . (MIN) AT END OF WATER, PERCOLATION INTERVAL (NTERVAL LEVEL RATE (INCHES) UNCHESI (INCHES) (MIN./INCH) P-1 36 10 241/2 20 41/2 20 T6 4 16 12 4 12 10 2 10 $ 2 S 6 2 ' 6 4 2 4 2 2 5 P-2 33 10 23 1 /2 19 4 112 19 15 q. 75 13 2 13 11 2 T1 g 2 9 7 2 7 5 2 5 3 2 5 P-3 31 10 13 6 7 6 4 2 water added 19 13 6 5 2 3 water added 13 9 4 9 6 3 3 Note: Percolation test holes had been dug in the bottom of backhoe pits and soaked by the client prior to our testing. Percolation tests Were conducted.on November 27, 2002, The average percolation rates were based on the last three readings of each test. DEC-12-2002 12:36 H-P GEOTECH P. 06/10 APPROXIMATE SCALE 6704 1" = 60` „ � � J� 6706 PROFILEPIT M P 1 6704 � / P2Q P 3 r. 704 � � �-' PROPOSED RESIDENCE / } 67'08 o � / PIT 11 � � / [ { 6710 % i 6706 y ISTING �� 6708 SHED � 7 1 AN7 jf �f r EXISTING LOG `"- 70 RESIDENCE E / / EXISTING 6710MODULAR [ .. / RESIDENCE `02 764 1 GEOTEC N! CAL W NC. AND PIERCOLATI ON TESTQHOLES Fig. 1 DEC-12-2002 12:36 H-P GEOTECH P.07/10 PIT 1 PROFILE PIT ELM= 6705' ELEV.- 6704' 0 0 we=23.6 COD DD-99 d 5 1— 10 10 LEGEND: TOPSOIL; sandy silty clay, organic, firm, moist, brown. CLAY (CL); silty, sandy, stiff, moist, brown. GRAVEL (GP -GM); sandy, slightly silty, with cobbles and boulders, dense. moist to wet, brown, arq' subrounded to rounded rock. 2" Diameter hand driven liner sample. Disturbed bulk sample. Free water level in pit at time of excavating. NOTES: 1. Exploratory pits were excavated on November 27, 2002 with a Ford 7558 bockhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 5. Elevations of exploratory pits are based on topographic, lines shown on the site plan provided. Logs of exploratory pits are drawn to depth. �. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. ►. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual, Water level readings shown on the logs were made at the time of excavation. Fluctuations in water level may occur with time. . Laboratory Testing Results: WC = Water 0ontent ( X ) DO - Dry Density ( pcf ) +4 = Percent retained on No. 4 sieve --200 = Percent passing No. 200 sieve 102 764 1 GEOTECHNiCAL, INC. LOGS O EXPLORATORY PITS Fig. DEC-12-2002 12:37 H-P GEOTECH bt L O Q 12 764 GEat CHN1CALW{NK I SWELL CONSOLIDATION TEST RESULTS I Fig. 3 APPENDIX C 1250 Gal. Electric Lift Septic Tank '-'V7 Note: N.T.S PLAN • MONOLITHIC .TANK meets ASTM-C-913 Spec, for water and wastewater structures. • Butyl rubber sealant meets Fed. Spec. SS-S-210A. (Provided with tank.) • Effluent pump shown in diagram provided by others. • It is the system engineer's requirement to determine VOLUME, LOADING and RETURN TIME. Dimensions Capacities Lift Station Dis c�,o-) TT—L H A B Chamber Per 6'-8" 10'-2" 5'-10" 842 414 433 Variable 8.5 Gal./ Vertical Inch Front Range Precast Concrete, Inc. 5439 N. Foothills Highway Boulder, Colorado 80302 (303) 442-3207, (800) 783-3207, FAX (303) 442-3209 www.frontrangeprecast.com -24- Tank Lid Baffle Walls Total 96501bs 4400lbs 1 2880lbs 116,930 lbs SUBMERSIBLE SUMP Et EFFLUENT PUMPS FEATURES. • Discharge: 1-1/2", (38mm) N.P.T. Female, Vertical • Liquid Temperature:104°F (40°C) continuous • Motor Housing: Cast Iron • Pump Body b Strainer: Thermoplastic • Impeller: Design - Multi -Vane Vortex Material - Thermoplastic • Shaft: Carbon Steel • Cable Entry.10 Ft. (25mm) Cord with Plug and Pressure Grommet for Sealing and Strain Relief • Seal: Design - Single Mechanical, Oil -Filled Reservoir • Speed:1750 RPM • Lower Bearing: Design - Sleeve • Motor: Design - Oil -Filled 40 27 12" 1/2" 58 43 20 None 1/3,115V BNBP33 175.00 122.85 28 12" 1/2" 58 43 20 Slide 1/3,115V BNBP33VF 197.60 138.32 EATURES. Discharge: 1-1/2", (38mm) N.P.T. Female, Vertical Liquid Temperature:1047 (40°C) continuous Motor Housing: Cast Iron Pump Body Fr Strainer: Thermoplastic Shaft: Carbon Steel • Impeller: Design - Mufti -Vane Vortex Material - Thermoplastic • Cable Entry: 10 Ft. (25mm) Cord with Plug and Pressure Grommet for Sealing and Strain Relief • Seal: Single Mechanical, Oil -Filled Reservoir • Speed: 1750 RPM • Lower Bearing: Design - Sleeve • Motor: Design - Oil -Filled 28 18" 1/2" 75 63 41 15 None 1/2,115V BNBP50 250.90 175.63 28 181, 1/2" 75 63 41 15 Slide 1/2,115V BNBP50VF 297.70 208.39 FEATURES. • Discharge: 2" (51mm) NPT, Vertical • Liquid Temperature: 77°F (25°C) Continuous • Volute: (BP) Cast Iron, (BP -BR) Bronze • Motor Housing: (BP) Cast Iron, (BP -BR) Bronze • Seal Plate: (BP) Cast Iron, (BP -BR) Bronze • Impeller: Design - 2 Vane, Open, dynamically Balanced, ISO G6.3 Material- (BP) Polypropylene with Stainless Insert • Shaft: 416 Stainless Steel 3/4" 66 60 • Seal: Design - Single Mechanical, Oil -Fill Reservoir, Secondary Exclusion Seal Material - Carbon/Ceramlc/Buna-N • Cable Entry: 15 Ft. (5M) Quick Disconni Cord w/Plug on 115 Volt, Pressure Gromi for Sealing and Strain Relief • Upper Bearing: Single Row, Ball, Oil Lubricated • Lower Bearing: Single Row, Ball, Oil Lubricated • Available in 230 Volt,1 Phase and/or High Temperature LEVEL CONTROLS W/DEANGLEFLOATSWITCH-Molded male and female (piggy -back) plug w/ground. Current inrush not to exceed 22A. The wide angle mercury level control is a direct acting, in -line control system for automatically controlling 1/2 HP and smaller pump motors. The unit has a piggy -back plug attached to the cord, allowing the user to plug the pump plug directly into it, and then plug the entire unit into a standard grounded outlet. The wide angle mercury level control is furnished with an adjustable strap for mounting to the pump discharge pipe. Standard units are preset at the factory for a nine inch pump down range, but can easily be adjusted to various pump down cycles by shortening or lengthening the cord length at the pivot point. The level control is also omni-directional; the pumping differential is maintained in any horizontal plane. 2 140° Pipe Mnt. 15' 13A @ 115V Open Dia. BNO68889 101.40 70.98 3 200° Pipe Mnt. 15' 12A @ 230V Open Mech. BN090268 46.80 32.76 3 140° .Pipe Mnt. 20' 15A @ 230V Open Mech. BN102262XA 58.50 40.95 BARNES FLOAT CONTROL WEIGHTS Split Weight BN074764 14.83 10.38 WIDEANGLEDELLW DOUBLEFLOAT SWITCH- contain a heavy-duty switch with a holding relay sealed inside The deluxe double float switch consists of two floats ("on" one float. The special heavy-duty switches, together with a I and "off" float), two cables molded to one piggy -back plug unique circuit, prevent relay -contact arcing when starting and cord, and two releaseable mounting straps. Both sealed floats stopping a pump. ALARM WITH FLOAT CONTROL INDOOR ALARM FEATURES: • Can be used with any UL listed switching mechanism rated 1 amps, 24 VAC minimum. • System operates, when properly installed, even if pump circuit fails. • Switching mechanism operates on low voltage and is isolated from the 120V power line to reduce the possibility of shock. • Direct wire option (knock out holes provided on panel back and bottom). • Entire unit, alarm panel and float switch, are UL Listed and CSA Certified. • Alarm Panel - This NEMA 1 metal panel features a red warning light, a green "power on" light, push -to -test alarm button, and a hom silence switch. • Alarm Float - SJE's Sensor Float control switch (Model 15SWI). • Splice Kit - This UL Listed splice kit provides a safe means to make a strong, waterproof splice connection if additional Gable length is required. OUTDOOR ALARM FEATURES: • NEMA 4X thermoplastic alarm panel. • Hom and light warn of high or low liquid levels. • Auxiliary Alarm contacts on alarm circuit. • Alarm system operates even if Pump circuit should fail. • Entire unit, alarm panel and float switch, are UL Listed and CSA Certified. • Alarm Panel - This NEMA 4X non- corrosive, indoor -outdoor alarm panel comes preassembled. Panel exterior feature a large, red light specially designed non -corrosive hom, silence switch (with automatic reset feature) and alarm test switch. • Alarm Float - SJE's Standard Sensor Float control switch (Model20PC) alarm contacts on alarm circuit. 5 120VAC 12VAC Nema 1- Indoor SRPW217115 139.10 97.37 SIMPLIX SEWAGE SYSTEM PACKAGE ChNhVWn �° (1) -Barnes Submersible automatically. With 2" vent and 2" Discharge. Non - clog pump: Heavy duty (1) -1830 Polyethylene (1) -2" Vertical Check Valve: sewage pump. Rugged cast Basin:18" Dia. x30" deep, ABS Flapper type with clamps. —` iron body and molded impeller. with 4" inlet (1)-Level Control: Mercury (1)-4"Adapt-A-FlexInlet NOTE: DISCHARGEPIPENOT z: �G switch molded inside of a Super -tuff Sanoprene SUPPLIED. OTHERACCESSORIES ole .onnrp— waterproof float. Single control construction MAYBEORDERED SEPARATELY. turns pump on and off (1)-18S22C Steel Cover. Imake- 111101— Coulldnp Huh- 100 4/10 BNSE411 BNSE411SP 670.36 469.25 Air Blued Hole — 130 1/2 BNSE51 BNSE51 SP 845.86 592.10 M 11111211 CC pclod S,=So 65 1/2 BNSEV412 BNSEV412SP 545.86 381.89 MODEL #SRPW217-115 Vmd -i—Minim= 4'SucffiII Melndnl Flont Switch Pump Off minis= 4'.,=ulnd Sub•Bnne The Standard Sideffindero Chamber The Standard Sidewinder Chamber System Offers You These Unique Benefits: • Supports wheel loads of 16,000 Ibs/axle (equivalent to an H-10 AASHTO rating) • Optimum infiltrative capacity in a compact design • Easy assembly and installation with as few as two people • Lightweight chambers that can be delivered in one pickup truck load and hand -carried into position • Inspection port option for easy access to leachfield with no site disruption • Solid -topped chambers that need no geotextile • OVERALL REDUCED COST Tested and Proven with More than One Million Installed • Infiltrator is the number -one septic leachfield chamber system in the onsite industry. • More than one million systems (and counting) have been installed, with over 22 million units in -ground in all 50 states and 13 countries. • Infiltrator's established history of per- formance and reliability began in 1987. • Field surveys of septic system performance and failure rates show Infiltrator chamber systems are more resistant to hydraulic failure than stone and pipe systems. Infiltrator is ISO 9001:2000 certified and is IAPMO tested and UPC approved. Approved in SYSTEMS INC Environmental Onsite Wastewater Solutions` The Standard SideWindere Chamber 7 F 1" Overlap at Latching Mechanism The Standard SideWinder Chamber — 75' — Effective Length INFILTRATOR SYSTEMS INC STANDARD LIMITED WARRANTY INFILTRATOR SYSTEMS, INC., 1I.Elima STANDARD LIMITED WARRANTY FOR SEPTIC PRODUCTS (a) The structural. Integrity of each chamber antl and plate manufactured by Infiltrator (collectively referred to as "Unitsy, when Installed and operated In a leachfield of an onshe septic system In ..."dance with In fillretor'S installation Inswcttons. Is warranted to the original purchaser (`Holderl against defec- tive materials and workmarehip for one (1) year from the sate upon which a septic permit is Issued for the septic system containing the Units; provided nowever, that if a septic permit Is not required for the septic system by applicable law, the one (1) year warranty period will begin upon the date that Instal- lation of the septic system commences. In order to exercise warranty rights, Holder must notify Infiltrator In writing at is corporate headquarters in Old Saybrook, Connecticut, within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for those Units determined by Infiltrator to be defective and covered by this Limited Warranty. Infltrator's lability speUfiwly excludes the cost of removal and/or Installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS. INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. (c) The Umited Warranty does rot extend to Incidental, consequential, special or Indirect damages. Infiltrator shag net be liable for penalties or liquidated damages, Including loss of production antl profits, labor and materials, overhead costs or other losses or expenses Incurred by the Holder or any third Perry. Specifically excluded from Limited Warranty coverage Is damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the Installation Instructions; failure to main- tain the minimum ground covers set forth In the Installation Instructions; the placement of Improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting, improper sizing, excessive water usage, Improper grease disposal or Improper operation or any other event not caused by Infiltrator. This Limited Warranty shag be void g the Holder fails to comply with all of the terms set forth In this Umited Warranty. Further, In no event shag Infiltrator be respornslble for any loss or damage to the Holder, the Units, or any third party resulting from Installation or shipment, or from any productflabl6ty claims of Holder or any dtrd party, For tins Umited Warranty [o apply, the Units must be installed In accordance with all site conditions required by state and local codes, all other applicable laws and Infitrator's Installation 4 ttions. (di No representable of Infiltrator has the authority to change this Limited Warranty In any manner whatsoever, or to extend this Limited Warranty. No war- ranty applies to any patty other than the original Holder. The above represents the standard Umked Warranty offered by Infiltrator. A lmfted number of states and counties have different warranty requirements. Any purchaser of Units should contact Infgvator's corporate headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty and should carefully read that warranty prior to the purchase of Units. Infiltrator Systems does not recommend Installing onsite systems under pavement Chambers must be installed according to manufacturer's Instructions. Failure to Instal according to manufacturers Instructions will void warranty. Infiltrator Systems recommends the use of septic tank filters and laundry filters with all onst a septic systems. r ML IN U9 ile SYSTEMS I N C Environmental Onsite WastewaterSolutiorle 6 Business Park Road • P.O. Box 768 Old Saybrook, CT 06475 800-221-4436 • 860-577-7000 FAX 860-577-7001 www.inflitratorsystems.com 1-800-221- 4436 U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511.903; 5,716,163; 5,588.778; 5.839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. INFILTRATOR J f r{ice 'y'•':. � _ _ITS` � ,r � �- - �:ai�r_. _;:� 4 Imo• - -- - ��'� - ,_. 1. - - L ..fir ' �' � '� ,�� • � �ra.� � � fin' Y :`. r� - - .. n, LIf:,. ~ '� ti`. �� � ''�i•S'.% 2'� I `' �'7f n }y -..d ••`.t+., ':11 ._ _ rr t_„ r •n - - �.wl►1 s. ! it - .Y •i5.a ' tl t. t +A �, 1 i' r .9 so s { 4 •;ice �J f - , - f; '1 t 4 Y: k a� �l 1 - , r ,r i , t ` � t ly - .'s 1- i - 4 R. f - y err':• .. y� �i �:w 1 r - + cs •Y�l Y M.' y r-•:r< _ Y �d- - i �w ti ,.. ,,':'r.: �,. ;, _.,r•;+•syr, +. :.:cam ,., :�.�,:• ', s. iM61 1 - 'wr i6.c �� YS14r_ n I.l' ___. .. .. - ...—. _ •. -:. _. -_. • _ _._ .,.. ._ ...4_ ... _.Y. _r—,L.'_:_.._r ,, .... _.. r__ ti'i'%1��'-y'r�.:. %M1r:j'<,v., w-itr�'�':: tr: OCT-29-2002 16:32 LARIMER COUNTY 9705772060 P.03 Improve effluent distribution with the Infiltrator Chamber System. Even Distribution. • Hollow chamber allows effluent to spray in all directions off the chamber dome for cve,n distribution. • Private testing shows exposed soil contact is 5 times greater than a stone -filled trench. Easy Installation. ■ Lightweight chambers are easy to deliver and handle, cutting labor costs in half. 111ustrdlion dep/Cts the even distribution of effluents in a pressure dosed C%r9mber system.. Pressure distribution design options. Method A Ptesaure Pipe with holes at 12 o'clock 12' r)rength er nylon or plastic every 611r convenient Maintenance. • Inspection port in chamber top provides easy access to the trench bottom and p.ipr.. • System observation and mainlenance is quick and simple. Guaranteed Performance. • The gravelcss design eliminates the. negative effects of stogie in the syr;tom. • Chamber technolt jy offers increased intiltrativ,� capacity over. Conventional innthods. Method B Standard Pressure Pipe. Chamber with holes at 12 o'clock �l ._1 3" 1 ' 34' 1 Features • Pipe and orifice are placed closer to Itte chamber dome. offering improved distribution • Pipe positioned near the chamber top keeps it well above pending effluent. • Nylon or plastic pipe hanger oasity secures pipe in place. s A Us r O SYSTEMS INC The world leader in chamber technology P.O. Box 71338, 4 Ousiness Park Road Old Saybrook, CT 06475 800-221-4436 860-388-6639 FAX 860-388-6610 www. i nfiltratorsy5tems,COm 800-221-4436 eland'<trd Chamber Stabilize or "T" every 10' to prevent pipe .._ 1 3" rotation and maintaln proper pipe position. 34' Features • Pipe resling on the trench bottom offers easy installation and inaintenanre. • Pipe remains level due to its posilioniriq. * System prornotes efficient pressure checks. U.5 Patgnta: a,75s.sit;S,01T,oai:5.158,488:5.336.ptr;5,a0t,t16:;,401,459;5,511,903;5.588.778:5.7t6,ifi8 Canadian Patients: t.329.959; zwcs84 Otheroetcsds neddino.. OCT-29-2002 16:34 LARIMER COUNTY 9705772060 P.05 Before You Begin... Materials and Equipment Needed 0 2" Drywall Screws O Sand O Backhoe/Bulldozer n Screw Gun 0 Berm Material 0 Utility Knite 0 End Plates 0 Vibratory Plate Compactor 0 Garden Hose" O Glue ' Optional O IntiltratorO Chambors O Multiple Share Chisel Plow 0 Nylon or Plastic Pipe Straps 0 Paving Block` O Pressure Lateral Pipe 0 Bake This document is designed to provide Installation Instructions for a pressure -dosed sand mound septic system utllizing infiltrator Chambers. These chambers can only be installed according to state and/or local regulations. if you are not sure of the installation requirements for a particular site, be sure to contact your local regulator. Like conventional systems, the soil and site conditions must be approved for installation in order to use chamber technology. Be sure that you or your local health official Preparing the Site. El In preparing the sand mound site, refer to local codes for specific requirements, 19 Look at site plans to determine the height of the mound based on the limiting layers or seasonal high water table, El Calculate the number of sand lifts necessary. Each lift should be between 6 inches and 12 inches in height. Confirm that the sand being used to build the mound meets infiltrator System;' grain -size distribution specification; method ASTM #D422 or equivalent. Sand Mound Specifications Sieve Size % Passing _ 3/8" 100°/4 No. 4 9p%- 100% _.._.. _ No. 30 - 20% - 60% No, 200 _ 0% - 9% It is important to folluw Ittr_4tti titdf (ill il,e construction machinery on an tntiltT:=fr,if. ar,jtlI rr,uund installation site: • Avoid direct contact with the chambers when using large wheeled vehicles. Always maintain a 6-inch minimum sand lift between the tracks and chambers. • Avoid having stones larger than 3 inches in diameter in your backfill. Remove any stones of this size or larger which are in direct contact with the chambers. • Never drive wheeled machinery on top of clambers in mounds, conduct a thorough site evaluation and determine the proper sizing of the system before proceeding with the installation. Sand mound systems aro commonly used on sites where additional vertical separation is required between the water table or restrictive limiting layers. These installation instructions will help you to properly install your Infiltrator sand mound septic system. E Determine how the soil will be densificd, with either a dozer or a backhoe, A plate compactor is needed for both. Each 12-inch lift must be densificd to 90% standard Proctor. The sand should have a minimum moisture content of 10% in order to aid this compaction. Water may be added with either a garden hose or water trickling device on the plate compactor to obtain the appropriate moisture content. (Field density tests may be required to confirm density, although if performed correctly either option has shown to meet the required densification.) Nf 11('•11 lr 4'. it ;, •r ;f,r :ii .. )l, lr.:r'l.l t•I•iili ll ,f ,' •i r, r Q Remove stumps or other obstacles from the site. I[w Rough or plow the area parallel with the contour of the land to a 6-inch maximum depth. This can be done using a multiple share chisel plow or a similar implement attached to lightweight equipment. Avoid rotary tilling. OCT-29-2002 16:34 LARIMER COUNTY 9705772060 P.O6 Placing the Sand. 0 Use a dozer or backhoe to evenly spread a one foot lift of the specified fill material over the required area. 13 if using a dozer, track over the material Compact the fill with a dozer repeatedly to densify it prior to placing the next lift, If using a backhoe, run a single pass over the lift with its tires to density the material, If allowed, move across the bed at increments equal to the width of the wheels or tracks or pass over each lift with a vibratory plate compactor assuring a minimum density of 90% standard Proctor. It is Critic ai 1/7,1/ 11h, ,iri r,'r/ t7;rilr'Il,li 1 lr'I!.';!r!1'rl !!1(ir`!.''I:1(� t(:'1'rl,;1r:17N?c°;,I,n, •rglrl,li L (ul(i!:•1(irllr ti:•, rl rr!It'; •,:il !1r:I11 (U /!((.'l:r'(!1 .ir'rllrr, 1Ir!l;r`l','r rL , ' !r'i)ir':?;Ir:rJf?fr '014',:1),i,j1 1r:;rihit ,I r'1:t.r!!,,i11:!4,., (Iu111.'lit) # , r:I- ' i('':I:rtn IJ,II'11tI1,' (ir'rlr,:r�vr:•i';r;;: ..., Del l.)l:du)Jn;�irl Jlr'ci;: r�+! !!•, !,+,. IIM Place consecutive lifts following Steps 1 and 2 until the design elevation is achieved (the desired elevation is the infiltrative surfs}cc). Each lift must be a maximum of 12-inches in he;icjt7L Pass over each lift with a vibratory plate compactor 13 Lightly drag a landscape rake over the final infiltrative surface to scarify the top Y, inch of the sand. 19 Continue with "Installing the Chambers and End Plates". Installing the Chambers and End Plates, 0 Screw the splash plate into the bottom of the end plate so that it protrudes into the chamber. Splash plates are needed on the end plates closest to the manifold pipe. They protect the infiltrative surface on the bottom of the trench from the stream of effluent coming from the drain hole. A paving block may be used as a substitute for the splash plate, Cut the appropri- ately -sized hole at the proper elevation in the end plate for the pressure lateral pipe. .0 Insert the pressure lateral pipe into }he hole in the end plate and slide it into the manifold pipe. Glue the pressure lateral pipe to the manifold pipe. Glue the pressure lateral pipe to the manifold pipe. `Lrlif/i;(';(J1t'li,i,•'!}:li'l; tilt',{14t'IIiit it, yt I)r.` t 1r.1170 J rll+ q ,I r r,l ,TW.1i-'r Ir7:cli !!i: )Jrc a+, Et llr,,i 1117c rul;r:V;i,y /M.1011N!''.(tlrrr110 10 Attach the chamber to the end plate with the pressure lateral pipe through it. Secure the end plate to the chamber with 4 2-inch screws (such as drywall screws). M Secure the pressure lateral pipe to the top of the first chamber with a nylon strap at the outlet end of the unit, This is done by sliding the strap up through one of the slots in the chamber top, down tl trough the other slot, and cinching the two ends around 11 it-! pipe. El Lift and place the next chamber onto the provious one at a 45 Line up the hook on the center end of this chamber and lower it to the ground, engaging the patented interlocks. U Secure the lateral pipe to the top of this chamber once it's in place, Follow the same method as described in Step 5. 19 Continue interlocking the chambers and pipe until you have installed the correct number for that trench. rat>li •. rl,t'1,' '.;l,r',,•i, i i,r • .l „ , � , ... .. , . „ ll,t:: t.'lGUI1I ), v.^ (, � it u ' r 'r i, I' . , :; , •. El Attach an end plate to the last chamber in the trench and secure its placement with 4 screws, If cleanout extensions are required, cut a hole in the end plate using a hole saw, at the proper elevation, through which the lateral pipe will extend. A 90' elbow "tumUP" will then be added to the lateral pipe so that it can extend up to the soil's surface for clean -out access to the pipe. M Begin laying the next row of chambers in the bed parallel to the first, following Steps 1-9 above. Keep .a minimum distance of 6 inches between each row of chambers. between each row of chambers. ZSDs permit #aL�� 2r-02.. Date Z12.1 1LL3 TAM Fisa_1 InaDsat on anp"teness Dorm / De t - Tank is �?Svai. TtJc Material Tank is located L()ft. andr2,2_F__degrees fry tps,...re 1..askJ Tank is located ft. and degrees from tpmtmmn t ]�wdc► VTank set level. Tank lids within 8" of finished grade. Size of field ft2 lineal ft. Technology ' ,X 3 �- V �is nstal, d in between tank and house(+ 1/lOOft). that goes down 14inches in the inlet and. outlet of the tank: Inlet and outlet is sealed with tar;taper rubber gasket etc. + p0s t1hak, Inds two•°:cdtnpartments with the:;4a,�g+sr-.;c�apaxtment closest to hous ' 2 distance and relative direcu,+-q 4�'��.� fft_iL4� th of field. ft _ ITX Soil interface raked_ Inspection portals at the end of each trench_. % v Proper distance to setbacks_ Chambers properly installed as per manufacturers; specifications. (chambers latched, end plates properly installed, rocks temoved from trenches, etc.) i used for building sewer Line , leach field Other o Inspection meetsg f i gents . copy form to installer's file if recommendations for improvement Nero suggested. ACTIN TAKEN: setbacks well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 1O0 25 20 10 50 25 10 10 ��� 50 10 5 10 50 10 * 10 OCT-15-2002 11:00 O 00 z � m G) s T 0 T 0 m m u D X m 0 w 0 D IAFARGF p C. O p = J o \„J � v1 m� t5 � z m D -<� � © rC- m 0 z w m 0 IT m �' o m Viz+ m -Di > Q z z 0 m 0 m c z O rm z �. 0� z 0 9707044834 0 z m 0 TOTAL P.01 FROM : 10000000000 PHONE NO. Jan. 28 2003 04:22PM P2 ik-,1-25-2003 10:17 LPFARGE 570?044834 P.01.,,02 Df a Vv 70-- lc - 2-7- q7 V -7 �-q 2-1 - 6C/Rtv�pwt DW' W.J.,,433 Lofugs Teuhrliqm Smices Ar I 195 CAAVO Stmet Pkfm, it - Z,& Z- a &APARCS-W De"Ver, C�ojomdo W204 303-W7-Q70 3 74, :ssAmtnary crf Aqgnqate Siwe AnalYSiS ASTM 0wMjnjjV-. . Moumbin Aggregaft Aggreqw, Concrete Bwd I ASTM G 13$ A ];;M Lib Na. Fie- ;1 llC>2�487R�� 21 1xz 4,it2 1W ea 7 IOU IM 86 48 Zt 7 3.4 j-.GM7A2.: AMS 100 IOU 87 71 2D 7 02064 PW Im V 46 X 6 _ 2 . :t6,7' 67,31 IM 82W7 FW 56 23 7 3.1 235. o7r.--Aa a=-,, Ico 1 88 72 so 21 6 2.6 14w, 07P230 GZW,PW IOU 47 21* 2-4 .10 urflwi Fw 8.1 71 .42 2i 6 2.0 2.67 07/11 V G= PW 100 100 87 71 40 21 7 070W 623V PW i0o 10D 100 0-1 722 49 21 5 2.8 265 0,7,mv. FRM -1 W P 47 20 a 2-5 Z71 0 Mm' 1 51s" PW Iffi 100 67 71 4 19 f 2.3 ids 0612wi $404 PW IM IOD 88 72 40 21 7 2.8 1'63 owigol 61962 PW IOU 100 100 as 41 .n 47 19 6 311 2.70 0&130 01975 FW 100 88 40 20 6 2,7 2.W MR1101 elvnpw 100 100 v -TI 45 21 7 Z7 267 QMW W967 PW I M an 83 66 42 is 4 2.1 2.90 owtvi 4m1l; 100 1C0 88 71 16 4 2,3 2.77 OW101 aim PW ico 100 67 70 46 is 4 2-6 2,78 =1,01 alga PW 100 100 � OR 44 16 4 i's 2.84 05fix" algal PW 100 IW 64 66 41 14 4 1.8 297 MTV 24,1F 100 1 M 84 ES 39 12 4 1.7 227 04r2wi 23JF I w 100 as 57 43 is 6 2.6 2AI 0701 = I G-92J F 100 110D 9S 04 55 20 6 3.3 140 07MM IwItr ICU 100 94 83 W*- 21 6 2.9 2.41 07/1= 164siF Im 94 84 57 22 1 U 137 07119100 1$481F 100 im 9$ 87 6-u 24 7 2.6 225 UT107W 1547JF 100 so as 77 51 Is 6 3.0 2.62 Q%= i4wir 100 as 80 56 20 5 2.1 2.50 Aveff"W- 100 100 22 73 4a Is 6 2.7 9.95 Std. DwWon: DD 0.2 3.3 6.8 4.8 27 11 05 0,16 minkmm: 100 w 83 65 39 13 4 1.7 2-25 UUMMIM, 100 iou 96 67 so 24 7 U 197 Avg. Indiv. % Retained: a 12 15 24 30 13 3.3 $per- Kmbmm: j0D ro 25 1Q 2 0 Sm. (Maximum: 100 IED im W aD 30 10 3 To Mm""m im 95 80 55 3Q 10 Tarno WAMwv 100 100 go 75 45 2D 3 N"b" of TOW w Average Mobture: 8.137 LFAS NO, Godft; P a; PfPd�16vff ��!�MpRM9 D=-QFY V-AAMAW r` i 05/13/2002 09:09 9703281035 JOHNSON KUNKEL&ASSOC PAGE 03 11TcOMPlete Applications Will NOT Be ACCepted (Site -Plan MST be attached) ISDS Permit # Building Permit # APPLXCATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 GLE, CO 81631 Eagle (970)328-8755, Pax A(970)328-0349, E1 Jebel(w*�)w* *3 $23 *w�irr*tr� FEE SCHEDULE APPLICATION FEE $350.00 '�. THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (.PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FILIAL INSPECTION * ADDITIONAL. FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A * PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED REINSPECTION FEE $47.00, PRE --CONSTRUCTION SITE VISIT FEE $85.00 MARE A.LL..REMITTANCE PAYABLE TO s "EAGLE COUNTY TRZASURER" **'*aFdrir�lr*Ar�k�r*'Ar1kk�k�E*xr�yr**•,ktrytrrytr�k4F*,koxwyF+kakirIrki�r�k�F��txr�yt***wrr#it*w*��ie�tr9r•+�t7k**aY�Fakt*** PROPERTY OWNER: MAILING ADDRESS: APPLICANT/CONTACT PERSON:; _LICENSED SYSTEMS CONTRACTOR: COMPANY/DBA: ADDRESS: -a?. ZSp PHONE: W9_ (01 "/Z PHONE: 3.2 �tC PHONE : 396'' 4,&qF PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description c���,Trvn� nag-S-��/ ire -PUT ► SjY) 1/, -a�ts7GiC3- bK-o1�2 i����9� �C Cy'_U_7.Z Tax Parcel Number: Lot Size : Physical Address: bar c 13UILDING TYPE: (Check applicable category) �- (X) Residential/Single Family Number of Bedrooms.o! ( ) Resident ial/Multi.-Family* Number- of Bedrooms ( ) Commercial/Industrial* Type *Theae systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surface {� Pub IiC. Name of Supplier: APPLICANT SIGNATURE: , f , Date. AMOUNT PAID: D ^� RECEIPT DATE. CHECK `jam _ CASHIER: - / i • y •„ 9t Fj' : s�� R'.� �!i`(' i 1'� �r' fiS's,l. '��'•• �,.t .. . r : a f' - u�.. k,�� . ''J i�y�`.��,► � ��. �'' i s ��i•�"`� i 1~ � �� 1 *� .. -di �. Sys �nI ` t� !•..� :,-'� � �• :.3,,.{ 'fit Ti Ji r� , ram' �.r. ........� • "' - , 020 County Road 154 Henwood Springs, 80601 u � 7 0-945-7988 � HEPWORTH-PAWLAK GEOTECHNICAL ax: 970-945-8454 ww.hpgeotech.com nail: hpgeo@hpgeotech.com EI]wood Sptings Norado Springs verthorne rker Art Buck Geologist ISDS PERMIT # 2 2) z - 02 PERCOLATION TEST ;OUNTY ENVIRONMENTAL HEATLH LEGAL DESCRIPTION: MAILING ADDRESS: TYPE OF DWELLING: -�=+ TEST HOLES PRE-SOAKED: YES TIME WATER DEPTH NUMBER OF BEDROOMS: L-? NO SOIL INCHES OF FALL RATE PROFILE nv t, 2' I 41 jj,j, 51 AV IG, it- 61 ,. !rr_ L:r SiA;I) P, 0 TIME TO DROP LAST INCH: PERC RATE: MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: 77 ENVIRONMENTAL HEALTH SPECIALIST DATE L� Nj� 2212-02 Tax #2109-091-00-002 JOB NAME_ 2291 Brush Creek Rd., PEARCH JOB NO. I J �� Eagle tnR t nrertnnt BILL TO DAT STA TED DATE COMPLETED DATE BILLED f F ` 6 - 0 cz ,v c s i`(z_ C9 i cti 1 0 ry - C'�>-1- cc' P-� e VIAeM kuG� ice , pi0wco')et` aro (- f0"� )�, c e, vti 0 J ` �� G S cx ,v e c, u c, , no - Le co e- 5 L—t `Zti. r��r n CC J r o'b 0- 2 -©t V e t w t JOB COST SUMMARY C� TOTAL SELLING PRICE / �' tt __ TOTAL MATERIAL TOTAL LABOR jj `` /P F (N GC (_• C . N C° J �G � L' C CL it � e-� -4' .Q Q ._ � C%1il- tn./ P v INSURANCE L- � t L r --1r c' l. , ��, C c9 ti � �' c-r ri � W C C' ✓ t � v e � ..S SALES TAX u Gv ("I L p CA e C-L-L %j%A we'' MISC. COSTS � l , J f �- TOTAL JOB COST S/12102-q �� , a i -'q GROSS PROFIT i I 8 Z LESS OVERHEAD COSTS % OF SELLING PRICE .7 Z ! -75D X NET PROFIT JOB FOLDER `J�t v > � tJ JOB FOLDER Prl�ted in U.S.A. '9' c�2 Koch �'- chose trL/V,\6,�� � e �9 mac � ? � � ;,L �) I CtAl A o� t tk -%c vyY AJA'\,kQ,WA, -I) U,6 4,:�I- � Cf -eL Recycled Content 101,6 Post -Consumer i n to 00 F I i i Fr i k z 0 0 O PEARCH FISCHER o � M o0 0 _ m l� • t� V a MOUND TYPE � � 030 I � t � o0 W N (n m /71 O N IDIVIDUAL SEWAGE DISPOSAL SYSTEM _ Qa ao M LO O o J M IN PO cape O O ' rn rn o n w J w Z n O O _ in M w ( 1L. 0 0 o: a z G - - --- - ----- --__- x Q) w +� 0 z Cd - y Telephone '�� ------— — — — — — — — T+z Pedestal `!�_ BRUSH -------------------------- V W W H CREEI{ R0A _ R.O.W. VARIES U� �Q PL —--- -- 14 z 153 O z ------------------------------ � ------------ Glow___ Tel hone _ .� `t P stal - 25.1Q - - N89.13'00"E 452.30' P O- ty ` t ---------------- ------------------- _--_ - ------------ ------ --1--� it---- _-------_—i—_--_—_—_-----_--_—;--_� �__--------_--__F -- �``------_-------=— `------------------- _----_---------------- o _ _ ty\,�y 2291 BRUSH CREEK RD. ► \ty 2.49 AC. rn i \ APPROXIMATE LOCATION 20' MIN. Main Line ` Water Construction Buffer r o I t U o a7os t OF EXISTING MOUND I , o r ty� r/ 1 SEPTIC SYSTEM F o N 'x56' Basal Area (1120 sq. ft.)/� ' ty �` a 1 1 a o t- - 12'x48' orption Bed, Pressurized 'ty I Sand ound System, See Sheet 2 L------------------J I f etails. e \ 1 `ty\ ty 1 I I &5' of 4' SCH40 PVC e7oT�� _ j ® Y4 /ft max, )CIft min / \sty N I _ o U 000 ------------- -------------- -- sty\ ing Water Main i ty ` APPROXIMATE LOCATION i _ OF EXISTING MODULAR 1 i 10' MIN. I ! , - i Dwelling Sewer Outlet I O 1 _ Approx. Invert Elev. 6701.13' t250 Col. Electric Lift (3 cxnportment) At j m Septic Tank. Invert In Ele%r- 6704.8' t t o. Invert Out Elev. 6705.04' Approximate Base Elev: 6VO.46' $ Approximate Top Elev. 6706.3' ty\ 1.�.----^------ ----------------- -- At y ` O 1� Top of foundation stemwoll 6708 O ty\ *--....,Water ServicesAt 1 S LLJ \ty ` ! 12.50 I Water Service to Old House to be used for New Modular i IV - - -- 6l�• - - ��`` Meter - i 50' Stream_ Setba ANIMAI`�HED ' Q 025^ SHED E TO BE= REMOVED , o / New Elec. pole��� R MOVED _ N N ,SHED o o, �_ _ 38.8- - _ `r - - -AND �TUCO 4.3 i Co HOLSE Approximate 100yr. Floodplain. 4 WOpQ 15.1' -Information obtained from ! r•-� , , 2 QQ3� FIRM Panel J080051 0212 C'* a 1 1 vr/ro ZH CREEK `'` WOODS p'ND BR -------------------------- ,o••••....•.• S m m z COON —--------------------- F A D 0 ao Z CO 0 .- � t^D pnp m M TABLE' OF MINIMUM HORIZONTAL DISTANCES (IN FEET) BETWEEN COMPONENTS OF A SEWAGE DISPOSAL SYSTEM d- •r CL SPRING, POTABLE POTABLE DWELLING, PROPERTY SUBSOIL LAKE DRY SEPTIC U O i WELLS. WATER WATER OCCUPIED LINES DRAINS WATER COURSE GULCHES TANK General Notes: Q� I I a o SUCTION SUPPLY SUPPLY BUILDING IRRIGATION DITCH l,1 O O o 0 LINES LINE CISTERN OR STREAM V rnLi DISPERSAL SYSTEM I 1) Construct Mound T C c Zook �00 10 so 1zs 10 0 2s 10 10 UTILIZING AEROSOL METHODS ype Septic System in accordance with Eagle County Department of Health Regulations for Individual Sewage Disposal SEEPAGE PIT OR SILT > TRENCH Systems (ISMS). i 100 50 25 20 25 10 50 15 6 ABSORPTION TRENCH, SEEPAGE 2) Refer to Jol'nson, Kunkel & Associates Re ort EALO BED. SAND FILTER. OR SUB- I P # 02120 for the o L SURFACE DISPERSAL SYSTEM 1� 25 25 20 io 10 so �s s Engineering calculations related to the septic design. 1 I N UNLINED SAND FILTER IN € N co o SOIL WITH A PERCOLATION M C 3) Percolation '3nd soils tests were performed by H—P Geotech, Report I I RATE SLOWER THEN 60 0 o ca MINUTES PER INCH 100 25 25 15 10 10 25 15 10 available frcn owner. ^ n UNLINED OR PARTIALLY LINED EVAPOTRANSPIRATION SYSTEM ! �' � WASTEWATER POND, OR SURFACE � � 4) Minimum horizontal seperation of 10 and verticle seperation of 18" � o ., 0 0 DISPOSAL SYSTEM OTHER 100 25 25 15 10 10 25 15 10 ¢ is to be mcintained between sewer and water lines. " _ m THAN AEROSOL W a li 00 LINED SAND FILTER a a 60 10 25 15 10 10 25 10 s 5) Septic tank will be designed for AASHTO H-20 loading or barricades LINED EVAPOTRANSPIRATION will be rovded to prevent vehicles from driving over tank.c� FIELD OR LINES WASTEWATER p P- � Z 60 10 25 15 10 10 25 10 5 V Z POND j 6) All topsoil v th vegetation must be stripped from the mound area ,� 1 . PIT PRIVY OR VAULT PRIVY ( _ d OR VAULT 50 10 25 15 10 10 25 10 -- prior to construction. z SEPTIC TANKS, : TREATMENT 'w U� «« __ «« «« «« __ 7) A representitive of Johnson, Kunkel &Associates shall be contacted w PLANTS. DOSING TANKS OR � 50 10 25 5 10 10 50 10 EFFLUENT ELINES for inspection prior to placement of backfill. +' C z .« .. cd z BUILDING SEWER •U r z 50 10 25 0 10 50 10 - ° o NOTE: THE MINIMUM DISTANCES SHOWN ABh BALL EE-MAINTAINED BETWEEN THE --SYSTEM COMPONENTS AND THE PHYSICAL FEATURES - --� _ -- - _—_----_ _ -- t DESCRIBED. WHERE SOIL, GEOLOGICAL OR GTHER CONDITIONS WARRANT, GREATER DISTANCES MAY BE REQUIRED BY THE LOCAL BOARD OF, -- - --- � HEALTH OR BY THE WATER QUALITY CONTROL COMMISSION PURSUANT TO C.R.S. 1973. 25-8-206 IN ACCORDANCE WITH THE AUTHORITY -- - - - — _- - _ _ > PRESCRIBED BY LAW AND RULES AND REGULATIONS IMPLEMENTAL OF SAID SECTION. FOR REPAIR OR UPGRADING OF EXISTING SYSTEMS O - A WHERE THE SIZE OF LOT PRECLUDES ADHEENCE TO THESE DISTANCES, REPAIRED FACILITY SHALL NOT BE CLOSER TO WATER SUPPLY COMPONENTS THAN THE EXISTING FACILITIES. z COMPONENTS WHICH ARE NOT WATER T1CHT SHOULD NOT EXTEND INTO AREAS OF THE ROOT SYSTEM OF NEARBY TREES. DISTANCES SHOWN SHALL NOT APPLY TO TREATMENT PLANTS OR EFFLUENT LINES WHERE RECYCLING IS PERMITTED. «= CROSSINGS MAY BE PERMITTED WHERE PIPELINES ARE CONSTRUCTED OF SUFFICIENT STRENGTH TO CONTAIN FLOWS UNDER PRESSURE:- ••= ADD 8 FEET ADDITIONAL DISTANCE FOR EACH 100 GALLONS PER DAY OF DESIGN FLOW OVER 1000 GALLONS PER DAY. i 3"0 Inspection & Cleanout pipes. i 3ea 45' x 1 Y2"O schedule 40 laterals w/ Install at each corner of system. Y4 0 holes @ 30 O.C. suspended with holes Ensure caps are installed for operatiop. at the 12 O'clock position with nylon straps insie Cleanaouts may be placed inside an 1 Standard Infiltrator Systems SideWinder Chamber. Front Range Precast FLXX 1.250 Gal., irrigation valve box for mowing equipgent Insure all laterals are level with Inverts at with additional 433 Gal. dosing chamber, protection. I Elev: 6703.65' 3 compartment Electric lift Septic tank I **Drill Y4"0 holes ® 12' O.C. in each lateral Foundation Stemwall To of Mound(invert)" P at the 6 0 clock position Elev: 6708.0' Elev: 6707.5' ' 15.25' of 3" Solid Schedule 40 PVI P[}y Cy to 8' of 3" solid PVC manifold. noldboard plow 7-8" deep to prepare soil together with solid 1 Y2"O schedule 40 Dior to placing medium sand. PVC pipe external to Infiltrators. by of plowed soil average Elev: 6703.0' `Minimize wheel traffic after plowing** 3 Onsite Fill, w/ 6" topsoilAIUM ,qp Barnes SRPW2171138 wide ankle double ��o r - -t'-� float switch. 'OFF' float set d 8" above bottom of tank, 'ON' floats at 34" SEPTIC TANK NOTES: above bottom of tank. := I **No Check Valves** I 1) THE 4" PVC PIPE SHALL BE PROPERLY SUP?ORTED TO PRE •U VENT FAILURE No BY SETTLING. REFER TO THE COUNTY REGULONS ATFOR REQUIREMENTS. ra t� jw C�bs-21�,� 2) THE OPENING COVER OF A SEPTIC TANK Q 1 M/NHOLE, INSPECTION PORT OR W \ v 4. _ Plowed existing soil _ ACCESS PORT SHALL BE NO DEEPER THAN 8 BELOW FINISH GRADE. 3)' THE SEPTIC TANKS SHALL BE DESIGNED TO WITHSTAND 8 FEET OF CID m Section C t I O rl A— A SATURATED OVERBURDEN. o° 1 ; 5 ;Existing soil — I S C Q i e: 1— (: + W m Q -- - 2 Irk 4) THE TRANSFER OF LIQUID FROM THE FIRST COMPARTMENT TO THE U o I SECOND OR SUCCESSIVE COMPARTMENT SHALL BE MADE E AT A LIQUID DEPTH - j OF' AT LEAST 14" BELOW THE OUTLET INVERT T NOT IN THE SLUDGE .2 ZONE. E 0 E - LEGEND Property Lines Building Setback ------------------------------ Adjacent Property Lines Edge of Pavement Edge of Drive --------------- Sidewalk ------------------------------ Water Service Line (apprx. location) -K-K-K-%M-VS-W- Overhead Electric Service Line -U -a -R -Ix -a -13 - r Fence Line ' 00.0' (tie) Building Ties Telephone Pedestal I Efl Water Service Water Meter Electric Service i 0 2291 Brush Creek Road N ' 1) Street Address: 2291 Brush Creek Road (Posted). 2) The legal description and record easement information are based upon the M a^o a^o �; Deed recorded February 28. 1950 in Book 135 at Page 87, and an ALTA Title I 1 0, m Commitment No. ES374051302 furnished by First American Heritage Title O o `o .2 Company, dated June 7, 2002 t~/> rn rn LEGAL DESCRIPTION IMPROVEMENT LOCATION CERTIFICATE 3) Improvement locations and apparent deed lines are based upon the monuments >� Mix shown hereon. A PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER (SE1/4NE1/4) OF SECTION I hereby certify that this Improvement Location Certificate was prepared o 0 NINE (9) IN TOWNSHIP FIVE (5) SOUTH OF RANGE EIGHTY-FOUR (84) WEST OF THE SIXTH (6TH) for Barbara F. Pearch and First American Heritage Title Company THAT 4) The property is subject to a 50' stream setback as described in the Eagle PRINCIPAL MERIDIAN, AS ORIGINALLY DESCRIBED AND PATENTED. DESIGNATED BY THE INDEPENDENT THIS IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, and County Land Use Regulations RESURVEY OF SAID TOWNSHIP AND RANGE, APPROVED BY THE UNITED STATES SURVEYOR GENERAL that it is not to be relied upon for the establishment of fence. building. as In 6 ON JUNE 20, 1922. AND ACCEPTED BY THE GENERAL LAND OFFICE ON JUNE 6. 1923, AS TRACT or other future improvement lines. _ 5) Building setbacks are from the Eagle County Land Use Regulations. M p E •_`3 NUMBER FIFTY-EIGHT (58). BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS t I further certify that the Improvements on the above described parcel on (n a0 a0ithi l ti ti utility t 2003 18except uy connections. are entirely within b F t dae, February . BEGINNING AT A POINT WHENCE CORNER NO. 2 OF SAID TRACT 58, IDENTICAL WITH CORNER N0. 7 this the boundaries of the parcel, except as shown. that there are no N N 00 N _ M M N OF TRACT FIFTY-FIVE (55), IN SAID SECTION NINE (9) AND TOWNSHIP AND RANGE AFORESAID BEARS S89'13'W, 25.1 FEET DISTANT; THENCE N89'13'W. 4523 FEET; THENCE SO'46'E, 250.7 FEET. encroachments upon the described rode premises that improvements on any I I adjoining premises. except as indicated. and that there in no APPARENT o o cn TO THE CENTER OF THE BED OF BRUSH CREEK; THENCE MEANDERING ALONG THE CENTER OF THE evidence or sign n of an easement crossing or burdenin on ^ r- 9 Y 9 g Y part of said BED OF SAID BRUSH CREEK S86'15'W. 225.8 FEET; THENCE CONTINUING AND MEANDERING ALONG parcel, except as noted. o n THE CENTER OF THE BED OF SAID BRUSH CREEK N71'42'W, 240 FEET TO A POINT AT THE CENTER W ♦ P. OF THE BED OF SAID BRUSH CREEK AND THE WEST BOUNDARY OF THE LAND HEREBY CONVEYED; �0 R1 S LLJ _J Z o 0 THENCE NO-46'W, 184 FEET. TO THE PLACE OF BEGINNING. AS RECORDED ON FEBRUARY 28. 1950 d` . `•. c� m m IN BOOK 135 AT PAGE 87, COUNTY OF EAGLE. STATE OF COLORADO. 14 o O Kendrick Neubecker. P.L.S. No. 2 25ea a Project Surveyor a°�.rI 24325++�•• Johnson Kunkel and Assoc.. In 1��GYr �d � �. J �t'r •••.. o••� i _ � U Z Date `/©� •:...•• S �i a AC LAO BRUSH CREEK ROAD - R.O.W. • VARIES 4-) 0z z� 0 •v w w U2 �p Found. 1 1/2" Alumirum 1 452 3 Ca on 5 rebor _ PLS #4551 N$ 9 T-3 0 0 E P ■ ■ ■ ■ ■ ■ ■ ■- ' �, tie)_ 147.6' (tie) I I 46 z 1 t • F - __- 1 t 1 1 z - l 1 1 I t OD C_'T1 rl l� t 1 F CA \LT I t C' ; APPROXIMATE LOCATIONLn ► _ _ - o \►�\ 1 I OF MOUND SEPTIC SYSTEM ; j " \`_\ - ------ Building Setback------------------------------------fi--------------�------------t---------------------;--------------------------E------------------------ g • 1 t - - - - - ---------------------------'�-------- 1 f a t f ! 1 f 1- Z ; \ I l ! • 161 t - \ 40T ----- ------------ - _! - _ f O kv SEPTIC TANK � -- /// 1 f U2cu ^ C ; (---------- / / jjam�. V a �7 f 1 1 75.8 O' 79.7' (tie} 1 ttt Z � � \ � � �/ � N F ►�i � � $ 1 4.1 \ J N i EXISTING WOOD FRAME w 0 OUTSIDE EDGE OF ►r - - - - - i 1 a' r. C! f l ' I \ - - i MODULAR HOUSE o ! C7 1 , � 4,1• CONCRETE BUILDING � - tO i FOUNDATION (8' WALL) 12.5 f�' 68.4' (tie) ,� f 1 f \ � Wood Deck as 1 1 - - - - - - \ Electric - - _J �'\ Meter i - EAGLE RANCH FILING NO. 3 a 1 1 `T \ - TRACT OS5 in I . o---------- ` Proposed Septic Field �\ � „ i ' Under Construction PROPANE TANK / i m 00 2291 BRUSH CREEK RD. 1 2.49 ACRES.- o \ c ►o o 1 1 o i ■ - _ j - - - - - - - - _ - - _ 1 - O-- - - � - - - =- - - i i BUILDING EAGLE RANCH FILING NO. 3 i / 1 W 1 .b D: TRACT OS5 f 40.5' (tie) WOOD FRAME N 34.2. BUILDING o w o / 1 10.3.Ob o to 12.5 38.8' N `�' "� AND WOOIX STORY D �/ 1 38.8' a FRAME HOUSE cs/ ` Co 4 / .3' F Bpi/din N�1'4 78 5. (tie� 9 Setbock�` 38.5' 2 / I 05 LOG FRAME � of / BUILDING i ■ 778'1 Pro ert boundaryas shown on the ? W 01- final plotyof Eagle anch Fein No. 3 105' v �+•/ ------ ! recorded in the office of the EagleCountyBRU (t) % A----------r--------------------- --, O Clerk and Recorder as Reception No. 718009. JH CEK ?Og 56. ?4!? �O, �e 1g �. 8 cO ('' --------------------------- a f� / N O This boundary was created to conform with deed (t'e) " j _------------------ r k U calls to the center of the bed of Brush Creek. ` 0 M °'--------- Building Setbac I (/) O z4 J (t1e) j �-/----------- --------- -- 155.3' (tie) 5.8 W \O I ` / 22 0 27 �. /� 589'14'20W 201.44 19.3' (ties 22.3' (tie) NT2 Found. 1 1/2' Aluminum �: p 1 (tied 28.9' (tie) „W �s,2S•W Cap on /5 rebar S86'15 00 s PLs J14109 o z 41 BRUSH CREEK 2s3�En SHEET EAGLE RANCH FILING NO. 3 TRACT OS5 CIF Jai Ge"M xn the - - - - =iL