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Home My WebLink About44 Canyon Ct - 193926101006INDIVIDUAL 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. 1892-99 BP NO. 12638 OWNER: DENIS BEAUDIN PHONE: 970-949-6108 MAILING ADDRESS: P.O. BOX 2411, AVON, CO 81620 APPLICANT: SAME PHONE: SYSTEM LOCATION: 0044 CANYON COURT, WOLCOTT, CO TAX PARCEL NO. 1939-261-01-006 LICENSED INSTALLER: VANDERWALKER CONSTRUCTON BOB VANDERWALKER LICENSE NO. 56-99 PHONE: 970-926-1465 DESIGN ENGINEER: DENIS BEAUDIN PHONE NO. 970-949-6108 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE 1250 GALLON SEPTIC TANK WITH A LIFT STATION,1116 SQUARE FEET OF ABSORPTION AREA VIA 36 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED 9-21-99. EXCAVATE THE TRENCHES TO A DEPTH OF FOUR FEET AND PLACE TWO FEET OF SANDY/SILTY SOIL IN THE THE TRENCHES TO ENHANCE THE SYSTEM'S PERFORMANCE. BE SURE TO MAINTAIN ALL PROPERTY LINE AND RESIDENTIAL SETBACKS. DO NOT BACK FILL ANY PART OF THE INSTALLATION UNTIL IT HAS BEEN INSPECTED BY THE ENGINEER AND EAGLE COUNTY ENVIRONMENTAL HEALTH. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL.: _ DATE: OCTOBER 2 7, 1999 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS, CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 1 029 SQUARE FEET (VIA -1-1 INFILTRATOR UNITS ) INSTALLED CONCRETE SEPTIC TANK: 12 5 Q GALLONS IS LOCATED DEGREES AND FEET INCHES . FROM _SEE AS—BUILTS FOR SYSTEM COMPONENT LOCATIONS LESS ABSORPTION AREA INSTALLFD DUE TO COMMENTS: SITE CONSTRAINTS. ENGINEER'S AS BUILTS RECEIVED 3-31-00. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. �y� ENVIRONMENTAL HEALTH APPROVAi��Wj JLU— (1p�b3 DATE: APRTT, 1, 2000 ISDS Permit # lU / Z-q1 Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 32-8-8 55/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.c PROPERTY OWNER: MAILING ADDRESS: P0 PHONE • APPLICANT/CONTACT PERSON: ) a. '-"'.:,,�'a PHONE: LICENSED SYSTEMS CONTRACTOR: ADDRESS: PHONE: PERMIT APPLICATION IS FOR:EW INSTALLATION ( ) ALTERATION ( ) REPA- LOCATION OF PROPOSED INDIV AL SEWAGE DISPOSAL SYSTEM: Legal Description: i Parcel Number: Physical Address: size: / f 00 BUILDING TY E: (Check applicable category) Residential / Single Family Number of Bedrooms -� ( ) Residential / Multi -Family* Number of Bedrooms ( ) Commercial / Industrial* Type TYPE OF WATER SUPPLY: Well Q Spring ( ) Surface ( ) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER SIGNATURE: ` DATE: AM UT�PsI r �J RECEIPTS 33 o DATE: CHECK CASHI OEM Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO Date: October 27, 1999 TO: Vanderwalker Construction FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Reissuance of Individual Sewage Disposal System Permit No. 1802-99. Tax Parcel # 1939-261-01-006; Property Location: 0044 Canyon Court, Wolcott, CO., Beaudin residence. Enclosed is your ISDS Permit No. 1,802-99. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Your TCO will not be issued until our office receives this certification. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Beaudin Gantze Consulting Engineers, Inc., Dennis Beaudin Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com April 3, 2000 Denis Beaudin P.O. Box 2411 Avon, CO 81620 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit # 1892-99, Tax Parcel #1939-261-01-006. Property location: 0044 Canyon Court, Wolcott, CO. Dear Mr. Beaudin: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL: Informational Brochure Final ISDS Permit cc: files September 27, _1999' Eagle County:8uilding,Department� - ' Environmental �Ieal�th DiNision P.O.B. 179\ ' - W A V --Eagle CO 61631-01-79 �'- `� GAN�Z E. Attn:- Laura Faucett, CONSULTING ENGINEERS, INC. 'Re: " Individual Sewage%Dbsposal System'si Permit #1892' 99 A r Taxiparcel #1939-261-261-006. Property Lo,cation:-0044 Canyon, Court Wolcott; CO � - i 1 Beaudin �tesidence J � . �j Dear -Laura: k q, i This is_a follow-up to -our discussion at -the site, concerning the,infi;ltration gallery locations It is my understanding; that'after,reviewing the September 17 1999 revised drawings; the soils report, and toddy's ,site revi&V that it Js acceptable to locate the `infiltration gallery to northwest side the home. I Iagree.with your accessibility and the , adjacent 100 year flood,plain concerns oveflocating the infiltration gallery to_;the \ southeast side -of the home. Therefore the se tic s item will be=installed as er,the, o �, p y P September J 7, 1999 drawings in •limof the july 1, 1999 design., This location isdirectly over percolation test holes Aug and, tested by HPGeotech (see =� soilsreport dated, 12/31/98) ,The soils reportconcludes /,Based on the subsurface conditions encountered and"the percolation test results, the tested area shouicL be .suitable for a conventional septic disposal system','. To enhance the septic system'performatce, the infiltration gallery trenches will be over-ekcavated to a, depth of two' feet and sandy/ � t silty, sroil will be placed in the over -excavation: The infiltrators will be installed onth�t bed: Tease note ihafjthe infiltrator bed=is at least 24 feet higher than the Eagle River coufse.�= This new location'w.ill unfortunately require that the.basement level sewer system be equipped with'a sewage lift station. However, -it is our opinion that te'septic''system will )perforn better and�be accessible should future problems arise is j The installing contractor will be determined by Tuesday, September 28 19�99. Their ; i name will.be forwarded tomorrow. ` r If you have any, questions; :please call. , Al Sincerely,, r . - P.O. Box 39 Vail, CO 81658 ` y (k0}949-908 , en §w' Bea idin,-P.E. ' Fax: (970) 9494150" - 14142 Denver WestPkwy. G01&e , CO 80401 ' L:\Employees\DMB\Residen6e\728IOOGL03DB.doc -) - (303) 2784820 -1 / 31 _ :F Faxz (303) 278-3$43 Received Sep-27-99 03:39pm from 9709496159 4 ENVIRONMENTAL HEALTH page 2 SEP-27-1999 18:51 BGOE 9109496159 P.02. September 27, 1999 Eagle County Building Department Environmental Health Division P.O.S.179 Eagle CO 61631-0179 Attn: Laura Faucett Re, Individual Sewage Disposal Systems Permit 41892-99 Tax parcel 91939-261-261-006. Property Location; 0044 Canyon Court'Wolcott, CO 18eaudin Residence Dear Laura: BEAUDIN GANZE Cn-Ntit1.11N6, ENcINFERS. JAU, This is a follow-up to our discussion at the site concerning the infiltration gallery location. It is my understanding, that after reviewing the September 17, 1999 revised drawings, the soils report and Wayy's site review that it is acceptable to locate the infiltration gallery to northwest side of the horde. I agree with your accessibility and the adjacent 100 year flood plain concerns over locating the infiltration gallery to the southeast side of the home. Therefore, the septic system will be installed as per the September 17, 1999 drawings in lion of the July 1, 1999 design. This location is directly over percolation test holes dug and tested by HPGeotech (see soils report dated 12131/98). The soils report concludes "Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional septic disposal system". To enhance the septic system performance, the infiltration gallery trenches will be over -excavated to g depth of twp et and sandvl silty soil will be placed in the over -excavation, The infiltrators will be installed on that be , ease note t at t e to } trato_ is at 1 ast 24 feet higher than the Eagle River course. This new location will unfortunately require that the basement level sewer system be equipped with a: sewage lift station. However, it is our opinion that the septic system will perform better and be accessible should future problems arise. ,jr, The installing contractor Nvill be determined by Tuesday, September 28, 1999. Their name will be forwarded tomorrow, If you have any questions, please call. Sincerely, P.O. FAY 39 l rail, CO $1658 dbenis! M. Beaudin, F.E. fax: (970) 949-6159 14142 Drnv:r Wva Pkwy. suit:19a imldun, CO 80401 t:.�pioyrei�rs�au�e+ca�„�»asiouceo�aa.d�e (3Q3) 2i&-3lui! TOTAL P.02 PLUG AND CAP 4" PVC X 3/4- SCREENED ROCK r•' :,�. ACTED • ''4 . ELBOWS 45, BE i1/ •t •1` r ••Y ..t!•. SEWER UNE SEE PLAN FOR SIZE FLOW Wit 1NTN 45" ELBOW (ALL BELL FITTINGS) sDYEB CLEANOUT- �y BELL TYPE PLUG WiERE REQUIRED Hf-A'W0R-i 1-1-PAW1.A1< GFOT[CHNICAL, INC. 5020 Road 154 Glenwood Sprin"s, CO 81601 Fay 970 94-;-S4-:;4 December 31, 1998 Phone 970 945-79SS Dennis Beaudin c/o Beaudin Ganze Consulting Engineers, Inc. P.O. Box 39 Vail, Colorado 81658 Job No. 198 762 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residence, Lot 5, Red Canyon Acres, Eagle County, Colorado Dear Mr. Beaudin: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated November 4, 1998. 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 on the site are beyond the scope of this study. Proposed Construction: The proposed residence will be a single story wood frame structure above a walkout lower level located roughly as shown on Fig. 1. Ground floors are proposed to be slab -on -grade. Cut depths are expected to range between about 3 to 8 feet. 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 located about 20 feet to the southwest of the proposed residence on the upper main level of the lot. 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 site was vacant at the time of our field work. The ground surface in the building area slopes moderately to moderately steep down to the southeast at grades between about 8 % and 22 %. There is about 8 feet of elevation difference in the proposed building area. The lot becomes steeper to the southeast at grades up to about 35%. The Eagle River is located to the southeast adjacent a lower bench and about 20 to 25 feet lower in elevation. The lot is vegetated with cottonwood trees, brush, grass and weeds. Sinkhole Potential: This area of Eagle Valley is underlain by Pennsylvania Age Eagle Evaporite bedrock. The evaporite contains gypsum deposits. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas of localized subsidence. Sinkholes were not observed in the immediate area of the subject lot, however the exploration pits were relatively shallow, for foundation design Dennis Beaudin December 31, 1998 Page 2 only. Based on our present knowledge of the site, it cannot be said for certain that sinkholes will not develop. In our opinion, the risk of ground subsidence at Lot 5 is low and similar to other area in the Eagle Valley, but the owner should be aware of the potential for sinkhole development. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating three exploratory pits at the approximate locations shown on Fig. 1. The logs of the pits are presented on Fig. 2. The subsoils encountered, below about 1 foot of topsoil, consist of nil to 51/2 feet of loose to medium dense silt and sand. Relatively dense gravel, cobbles and boulders in a silt sandy matrix was encountered beneath the fine grained soils in Pits 1 and 2 at depths of 1 to 3'/2 feet. Weathered claystone bedrock was encountered beneath the silt and sand in Pit 3 at a depth of 6 feet. Results of swell -consolidation testing performed on a relatively undisturbed sample of sandy silt, presented on Fig. 3, indicate low to moderate compressibility under existing moisture conditions and light loading and a high collapse potential (settlement under constant load) when wetted. The results showed high compressibility upon additional loading after wetting. Results of a gradation analysis performed on a sample of the gravel (minus 5 inch fraction) obtained from the site are presented on Fig. 4. The laboratory testing is summarized on Table I. No free water was observed in the pits at the time of excavation and the soils and weathered bedrock were slightly moist to moist. Foundation 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 designed for an allowable soil bearing pressure of 3,000 psf for support of the proposed residence. The upper fine grained soils tend to compress after wetting and there could be some post -construction foundation settlement if footings were to bear on these soils. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils and the upper fine grained soils should be removed and the footing bearing level extended down to the undisturbed natural gravels. Voids created by the removal of large rock should be backfilled with compacted gravel or concrete. 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 walls 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 50 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. The upper silt and sand soils are compressible H-P GEOTECH Dennis Beaudin December 31, 1998 Page 3 when wetted. 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. The existing fine grained soils should be moistened and compacted where they are left in place at design subgrade level. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1 % to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2 % passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11/2 feet deep. 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 H-P GEOTECH Dennis Beaudin December 31, 1998 Page 4 Proctor density in landscape areas. Free -draining wall backfill should be capped with about 2 feet of the on -site, finer graded soils to reduce surface water infiltration. 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 12 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. A swale will be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percolation Testing: Percolation tests were conducted on December 1, 1998 to evaluate the feasibility of an infiltration septic disposal system at the site. Three percolation holes were dug at the locations shown on Fig. 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the Pit 2 shown on Fig. 2 and consist of 1 foot of topsoil overlying gravel, cobbles and boulders in a silty sand matrix. The percolation test results are presented in Table II. The percolation test results indicate an infiltration rate between 17 and 24 minutes per inch with an average of 20 minutes per inch. Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. Setback requirements should be addressed when sizing the 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 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 reconunendations have been appropriately interpreted. Significant design H-P GEOTECH Dennis Beaudin December 31, 1998 Page 5 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, HEPWORTH - PAWLAK G � 1 Jordy Z. Adam on, Jx. P. Reviewed By:1 Steven L. Pawlak, P.E. JZA/ksm attachments , INC. H-P GEOTECH 6730 LOT 4 6720 - 671011-11 CANYON COURT ROAD I ' PIT 1 13 APPROXIMATE SCALE 1"=40' r;P PROPOSEDBUILDINGPIT 2® _1\LOT 6 P1 / \ LOT 5 6720 I _ ® PIT 3 - 1 100 YEAR FLOOD PLAN ~ y 6710 1 I ' STREAM SETBACK 1 EAGLE RIVER 111 762 1 GEOTECHNICAL, NINC LAK I AND APERCO ATIONTION OF LOTEST HOLES RATORY S I Fig. 1 I PIT 1 PIT 2 PIT 3 ELEV. = 6726' ELEV. = 6726' ELEV. = 6713' 0 0 o• WC= 9.0 • °' cu VDD=90 •.ate•'-200=59 'pA a P. - - J -200=5 ' 4• - - a> 0 � - J_ WC=_ 23.1----._ -200=78 LL=31 10 PI=16 10 LEGEND: TOPSOIL; organic sandy silt and clay, moist, dark brown, some trash at Pit 1. SILT AND SAND (ML—SM); gravelly, some cobbles and boulders at Pit 3, loose to medium dense, slightly moist, brown. s o• . •°' GRAVEL, COBBLES AND BOULDERS (GM —GP); silty sand matrix, dense, slightly moist, light brown, rounded rock, boulders up to 2' size. WEATHERED CLAYSTONE; firm, moist, light gray. Eagle Valley Evaporite. 2" Diameter hand driven liner sample. Disturbed bulk sample. _J TPractical refusal to backhoe digging. NOTES: 1. Exploratory pits were excavated on November 30, 1998 with a 426B Caterpillar backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of the exploratory pits were obtained by interpolation between contours on the site plan provided 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( %) LL = Liquid Limit ( % ) DID = Dry Density ( pcf ) PI = Plasticity Index ( % ) +4 = Percent retained . on No. 4 sieve —200 = Percent passing No. 200 sieve L 198 762 1 GEOTECHNICALAWNC I LOGS OF EXPLORATORY PITS I Fig. 2 1 0 Moisture Content = 9.0 percent Dry Density Weight = 90 pcf Sample of: Sandy Silt From: Boring 1 at 3 Feet 2 4 6 Compression upon wetting c 0 0 8 a E 0 U 10 12 14 16 r 0.1 .1.0 10 100 APPLIED PRESSURE — ksf 198 762 HEPWORTH - PAWLAK GEOTECHNICAL, INC. SWELL -CONSOLIDATION TEST RESULTS Fig. 3 HYDRO►1ETER ANALYSIS SIEVE ANALYSIS TINE REAOINCS U.S. STANDARD SERIES CLEAR SOUARE OPENINGS 24 HR. 7 HR 100 so 80 70 0 Z 60 m V) Q. CL f- Z 50 W U IY LLJ d 40 30 20 10 0 8' 0 10 20 30 rl VW 40 Z Q f- LiJ 50 Z Ld U Q LLI 0.. 60 70 s0 90 100 .001 .002 .005 .009 .019 .037 .074 .150 •300 .600 1.18 2.36 4.75 9.512.5 19.0 37.5 76.2 152 203 127 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT GR A VR CC89LES FINE MEDIUM COARSE FINE COARSE GRAVEL 74 % SAND 21 % SILT AND CLAY 5 % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF: 5::-:cy Grave! with Cobbles FROM: Pit 1 at 5 to 6 Feet j HEPWOr� ; � - PAvY!.,^;;� 1 198 762 I i GRADATION TEST RESIIi TS Fig. 4 U z J a U_ TZ�• U W H O uj J a a r MH Li O a W 2 N r- co 0) m O W J m Q U) .J D LU vJ w F- N C 0 a (n O x f0 J O C ; U ❑ a cu ro c -0 -0-0 F c C C -0 to cn U ❑ w w > _ Z N � LL W Z LL Na O a ¢ U 2 H Z O N D U U X ❑ `� CO 1= c J G w m W C'7 U y N WLO 00 ¢ N ❑ LC) a a Z z � < N �- N Z O < < ❑ C C7 J < O a. r- J } C � _ _ F ❑ w n < Z ❑ HF N Z < O O N Z U Z o a ( CO 00 < - ❑ ~ LO 00 U O J w J a < HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE II PERCOLATION TEST RESULTS JOB NO. 198 762 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P-1 28 15 water added water added 7 5 1/2 1 1/2 17 5 1/2 4 1/2 1 7 6 1 -6 4 3/4 1 114 6 3/4 5 3/4 1 5 3/4 4 3/4 1 4 3/4 4 3/4 P-2 30 15 water added water added 7 1/2 6 1/2 1 24 6 1/2 5 3/4 314 8 7 1 7 6 1/4 3/4 7 1/4 6 1/2 3/4 6 1/2 5 3/4 3/4 5 3/4 5 1/4 1/2 P-3 31 15 water added 9 7 2 20 7 5 1/4 1 3/4 9 8 1 8 7 1/4 3/4 7 1/4 6 1/4 1 6 1/4 5 1/2 3/4 5 1/2 4 3/4 3/4 NOTE: Percolation holes were hand dug in the bottom of backhoe pits and soaked on November 30, 1998. The holes were covered wtih rigid foam insulation to protect against freezing overnight. The percolation tests were performed on December 1, 1998. The ambient temperature was 40" F. and higher. The average percolation rate was based on the last two readings of each test. FACSIMILE TRANSMITTAL DATE: COMPANY: ACC... , 'Z"4mu,0,s'' *j FAX NUMBER:► FROM (S SUBJECT: 40 PROJECT NUMBER: NUMBER Of AGES: (INCL. COVER) (INCL. BRAUDIN GANfZE �NYtN ai�fN6. Pava CO 8t858 Am �t MESSAGE: S.t a f S '"t'?,'t 'to.c. cra Q tp LA*-rrOA,,.. 7tz OR PLEASE VERIFY RECEIPT OF ALL PAGES. IF ANY ARE MISSING, PLEASE y„ CALL (970) 949-6108 FOR RETRANSMISSION, CC: 5 . air Skri-bo to %. — E'O/To'd 6SS96p60L6 3,)!JH Zk:TT 666T-Be-d38 l e6ed HllV3H IVIN31PINOHIAN3 F 69196V60L6 W0JJ we09:L0 66-8e-deS P9AI038V September.28, •1999 ' Y. Eagle County Buildhig.Depariment Enviiantnerital Health Division t:' ' Bt.AUD-IN Pip-B. 179 £rANZ•E Eagle CO 61631-0179, sia ONSULs Nq Attn: Laura la aucett • ° Frei Individual Sewage Disposal Systems Permit 01892-99 Tax }parcel #1939-261-261-006. • Properly Location."0044 Canyon Court •t d1cott,'CO , Bea4dialtesidenee, •Dear Lauraa This'is.a follow-up to our discussion'at the,site concerning the infiltration gallery Ibcation. It is my Lutderstanding, that.after r'evievving the September 17,1909 revised drawings, the soils report and today's site review. that .it is acceptable' to locate to infiltration gallery to northwest, side of the horne'. I agree with your accessibility, aid the i adjacent. IDO year flood plain concerns over locating the infiltration gallery wtho southeast side of the borne. Therefore, the septic system will be installed as. per the Septeiber 17, 1999 drawings in lieu of the original permitted July 1,1999 �esio. As discussed ova site and on the phone, the 10' property line and 20' house setbicks,will be.maintafned, The infiltration gallery Amy be'reduced from the originally permitted 33 , ' uni&to 32 if. nitces�zy to accomplish the 20' house setback: We agree' that 36 i'nfiltrator units am preferred, therefore, .36 units will be installed,if site setbacks can be m' 'aintained, ' This•'location is directly over percolation test holes dug and'tested by HP Geoteeb (see", soils report dated •12/31/98). The sails report concludes "Based on the subsurfao,e conditions encountered and_the percolation test -results, the tested area should -be suitable for a conventional septic disposal system", To enhance the septic system performance, the infiltration gallery trenches will be excavated to a depth of four feet and two feet of Bondy/silty soil will -be placed,in the'trenches, The infiltrators will, be installed in those. trenches. Please note that the infiltrator trenches is at least 24 feet higher than the Eagle t , River course. This new ;od:ction ill unfortunately require that the basement level sewer system be equipped with a sewage lift'station. However, it is our opinion ' that the septic system will pirform better and be accessible should future problems' arise. ro:sox V4Co�166B , r Fax, j9?�?� 14142 Denver Wes ?67. •Golden, CO 804{s1 is �rx u�sa�«�Vie�ooctnscs,a (80A)278-+M ZOM 666T—SE—d36 Z a6ad H11V3H -IVIURNOU I AN3 f 69196V60L6 wOJ J wBOG: L0 66—Se—daS pan l aDOU '0 d _IH10i . ' The installing' contractor will 3,�: ; • ; ' ••mderWalker Construction' P.Q.• Boi,3571 r •' "Vail, CO 81658 ' coitidct' , Mrs, Bob Vaa'ervvalker Ph. 926-1463 , If you have any gtiestjons, please call, ere PenN M. 8-eaudfn, P.E.. ; LA=01oyeeslDt+{A�Reeidanw17i8iM CiLnal�A.doa J " i ��,��v•� �si��sa��s �e:�z ��sa-s�-des , E a6ed H11d3H `Ib1NMNOU I AN3 4- 65 L96MM woa l we0S : L0 66-8Z—deS POA 1 83OU IWO Li I - LAR -W1 I -lel i rf � :i � �� y� �'1� v � � �r � r ■r �`5� �Fr� � , ., _• �� wrr r t v r vl y r r F.Y11�'!Nk 1. >.li••1�i�F �.:. Ul TflT01 O MID A001111. FACSIMILE TRANSMITTAL DATE- 1 wUMSE=R OF PAGES: (hall— CAR) To! 1w WkA- r A Utz ! Aft I N GANZI Li FAX NUMBER: rrlNc PROM! P 00 P # (fit irt,l Via Fall PROJi" NUMBER. i 1 Bt% { MESSAG ' y j (,, '4-GCy�� I J, (JZ/ , eo ' MEMO VEMFY RECEIPT or ALL PAGES. IF ANY ARE MISSING, PLEASE CALL (9 OI 949 ICS FAR RE'1'6 NSMISSION, CC, 1 � l September,28, 4 999 Eagle County Building,Department. WEnvironment 1 He'alth Dive ion - A t D�I N R0.13-,179 , f — GANZE > Eagl\e CO 61634-0179 / . _ ,CONSULTING/ ENGINEERS, 1NC. Attn: Laura`Faucett 1 i L r / Individual Sewage Disposal,$ystems Permit.#1892-99' v Re: ,� In Tax :liarcel ,#1939=261L61-006. . property Location:'00�44� CJan�on Court, Wolcott; CO�� . — Beaudin iResidence�, y Dear Laura: - I `This is;a follow-up to our discussion at -the -site site concerning the infiltration gallery. location. It is my understanding; that,.after reviewing the -September 17, 1999 revised r _drawings, the soils teport and today'ssite revi6wjhk it is acceptable to.locate tthe infiltration gallery;to northwest_side of the home I;agree with youir accessibility and the it adjacent j QO�year flood plain concerns'over locating the` infiltration gallery, to;the � ! southeast side of the home. Therefore, the septic 'system will be ;installed as per the � ' 8epteinber 17 1999 drawingsm ,lieu oftheoriginal permktted July 1, 1`999 design. As discussed on' site grid on the phone, the 10' property line and 20' horse setbacks will s. ube,maintained., The infiltration,'allerY a ;beredfrom.the ong-mal, l3'pe`rmitted 3ced rw units to,32 if necessary to, accomplish the 20: house setback _.We agree;that 36 infiltrator( units are preferred, therefore, 36 units will be installed\if site setbacks can be maintained: r ti� r _ i R This location is directly over percolation test holes dug and tested by PIP Geotech (see soils report,datedj2/31/98): The so port concludes\"Based-on the subsurface' conditions encountered'and�the percolation- test results, the; tested area should be. suitable A. -for a -conventional septic disposal system To enhance the septic,s stem erformance, p p Y_Y,, P 'the infiltration gallery trenches -will be excavated to a depth of four feet -and two feet of-, Sandy/silty soil will -be placed in.the trenches:'- The infiltrators will/be installed1in those`` trenches: Please note that the infiltrator trenches is at least 24 feet higher than the'Eagle / 1 River'course. V This new location twill unfortunately require'tfiat the basement level sewer system be equipped with asewage lift'station. However, rt is our opinion , i that the septic system will perform better and be -accessible should future problems arise P.(1 Box 39 r Vail, CO 81658 r - (9,70),949-6108 ..-i Fax: (970)"9�49 =6159 . \ 6 - / 1 /,14142 Denver West\ Pkwy,. Suite'195 ` Golden, CO 80401- ', LAEmployees\DMB\ResidenceA7 I60GL03DBdoc (303)278 3820.' Fax: (303)"278-3�43 in r Tlie instal ,_contract6r will b6', 1 - �' Vlanndervalker Construction ' ' '` P.Q.-Box.3571 - —/� Vail, CO $1658, - C6ntact:,Mr..'Bob,Vanderwalker _ Ph. 926-1465 _ If your have any questions, pleases call: Sincerely, , —� I Denis M. B,eaudi P.E. 1 N J l r- A i �/• I I P 1 II / r _ —,-- , L:\Employees\DNM\Residence\728100GL03DB.d6c FACSIMILE TRANSMITTAL -7 r r'7`l 7b7. J H - 01102 A'",N COMPANY: 'rot/ :74VUN" FAX NUMBER: FROM''DCryV t-, Sc�pw SUBJECT: � •.�,fr� k-r dy 1'sct PROJECT NUMBER: MESSAGE: PLEASE VERIFY RECEIPT OF ALL PAGES. IF ANY ARE MISSING, PLEASE CALL (970) 949-6108 FOR RETRANSMISSION. CC: � � �IE7„�O ►ram_ — NUMBER OIL PAGES: (INCL. COVER) BEAVDIN GANZI alII lliks" �NC. %W 4ffae PA Box 39 (%4 oa aim iY>Q 70�—�6159 rE—Yoir bgaaivainet v p r� Tt�, rw'=J4'Jb15y P.02/02 September 27, 1999, Eagle .Cotinty Building. Department Eiivirohmental Health Division P.O.B.- 179, :: E A LT D , Eagle C661631-0179 'GA lvZE Attn: Laura Fawcett ' COI�S.IIi,TiVC ENGINEERS, INC. Individual Sewage Disposal Systems Permit'#I892-99 T4i;p4rcel #1939-261.-261-00.6. property Location: 0044 Canyon Court Wolcott, CO `B4tiaudin 'Residence Dear Laura: "Phis is a follow-up to our.discussion at.the site concerning the -infiltration gallery location; It is my understanding, -that after reviewing the September '17, 1999 revised drawings, the soils report. and today's,site review that it is acceptable to locate the i4 iltratiori gallery to northwest side. of the home. I agree with your accessibility and the adjacent,100 year flood plain concerns over locating the infiltration gallery to'lhe southeast; side of the home. Therefore, the septic system will be installed as per the September •17, 1999 drawings in lieu, 6f the July 1, 1999 design. Thislocation is directly over percolation test holes dug and tested by HPGeotech (see soils.xeport dated.12131/98). The soils report.concludes `.`Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for conventional septic disposal system". To enhance the septic system`perfotmance, the infiltra46n gallery trenches will be aver -excavated to a depth of two feet and sandy/ silty Soil vaill be placed in the over-e�ccavation: The infiltrators will be installed on that bed.,''lease note that the infiltmtorbed is at least 24 feet higher than the Eagle River course.. This riewJocafion will unfortunately require that the basement level sewer system be equipped with sewage lift stotion. However, it is our opinion that the septic system will., perfmin better and'be accessible should future problems arise. !be installing c.►ntracior will be determined by Tuesday, September 28; 109. Their name will ,be forwarded' tomorrow. r Ifyau have any questions; please call. Sincerely, i 1 P.O. BOX'34 ' ` Vaik G`(} R1658 • (970)'�449�10E en$eatiin, P.E. Fax; (470) 949-t►7S9' �- 14142 Qen�er,'WwtK-.Y. .. Suite•1�5 .. i.:itmoioyon�utaid�at�tsioo�ro;nAdoe (3a3)�78wi8Z0 Fac: (3p3j� Z78- TOTAL P,02 % 1892-99 tax# 193926101006 0044 Canyon Ct. BEAUDIN _/ c� JOB N Lot 5 Red Canyon Acres JOB NO.V.� - i44 Hornbaker Sub /JOB LOCATION 1 1 • • DATE sTA7. DATE COMPLETED DATE BILLED MA sm N EIN: i Ij _� . a.a .`l v ICI � �� , � � �� •� � � I �. Rj 1. ma. ON _ iST l.I,.a�✓ •_CO SUMMARY awaimmN 12 P4.,'Wd • TAL MATERIAL; -�% 05 . • - �=•-ems am I ME COSTS ENE10 N15119 o TOTAL JOB COST 1 - 11 M11.9. � .. ' �I �1 : j 1 s ! hr� L i i ♦ ! LESS OVERHEAD COSTS • Ll_ ! � _L.�r J 1M.' r.�1sT� NET " • v JOB FOLDER 19 Printed In U.SA 161A�lq,F lw?,q g &AJ-� 00-0 iita ,ELK " 3/7 /Z 0-,6 Uv cEI�3 ,u �6 /cam Jai i2t,�-�x u5zi-" 4Lptc� —470—� �1316-D G) Recycled Content 10% Post -Consumer UtNtKAL NV I t5: 1_ CONTACT BEAUDIN GANZE-C.E.. INC_ AT LEAST 48 HOURS PRIOR TO INSTALLING ANY SEPTIC SYSTEM IMPROVEMENT. 2. COMPACT SEWER TRENCHES TO 90% STANDARD PROCTOR DENSITY, OR PER SOILS ENGINEER'S RECOMMENDATIONS. 3. PROVIDE RISERS ON SEPTIC TANKS TO FINISH GRADE, 4. COMPLY WITH ALL EAGLE COUNTY AND COLORADO DEPARTMENT OF HEALTH REGULATIONS REGARDING SEPTIC SYSTEM INSTALLATION. 5. PROVIDE INSPECTION PORTALS PER EAGLE COUNTY REGULATIONS_ 6. PROVIDE MINIMUM 5' HORIZONTAL DISTANCE BETWEEN TREES AND SEWER LINES AND SEPTIC TANKS. 7.. FIELD ALIGN SEWERf TO AVOID EXISTING TREES, BUILDINGS, AND STRUCTURES_ 8. PROVIDE 3' MINIMUM COVER AND 29. MINIMUM SLOPE AND 10% N MAXIMUM SLOPE FROM BUILDING TO SEPTIC TANK. 9. PROVIDE CLEANOUTS AT BENDS. 10. SEWER LINE TO BE SCHEDULE 40 PVC. L1 11. PROVIDE 4' MINIMUM BETWEEN TRENCHWALLS. 12. PROVIDE 5' MiNIMUrM CLEAR HORIZONTAL BETWEEN TREES AND SEWER PIPES AND : SEPTIC TANK. 13. INSTALL INFILTRATOR SYSTEM PER MANUFACTURER'S RECOMMENDATIONS AND EAGLE COUNTY HEALTH DEPARTMENT REQUIREMENTS. G 14. DO NOT BEGIN ANY SEWER CONSTRUCTION PRIOR TO NOTIFICATION OF BEAUDIN GANZE C.E., INC., DENIS M. BEAUDIN AT 949-6108. THE SEPTIC SYSTEM IS ALSO TO BE INSPECTED BY BEAUDIN GANZE C.E., INC. PRIOR TO BACK FILL- CONTACT BEAUDIN GANZE C'.E., INC. FOR THIS PURPOSE AS WELL 15. WE RECOMMEND THAT THE DISPOSAL FIELD BE SEEDED AFTER INSTALLATION OF THE SUBSURFACE DISPOSAL SYSTEM. A GOOD NATIVE GRASS COVER WILL PROMOTE EVAPOTRANSPIRATION FROM THE FIELD. WE RECOMMEND USING A SEED MIX SUCH AS FOOTHILLS, PASTURE, OR PRAIRIE MIX, AVAILABLE AT LOCAL FEED AND SEED STORES. THESE MIXES DO NOT REQUIRE IRRIGATION AND DEVELOP A GROWTH 10 TO 15 INCHES HIGH. NO AUTOMATIC SPRINKLER SYSTEM SHOULD BE INSTALLED ABOVE THE DISPOSAL FIELD. 16. - THE OWNER MUST_ REALIZE AN ONSITE SEWAGE DISPOSAL SYSTEM IS CONSIDERABLY `DIFFERENT FROM PUBLIC SEWER SERVICES_ THE OWNER MUST BE AWARE OF AND ASSUME THE RESPONSIBILITY FOR i CONTINUED MAINTENANCE OF THE SYSTEM_ WE RECOMMEND THE PUMPING OF THE SEPTIC TANKS AT THE END OF THE FIRST YEAR OF USE TO MONITOR `SLUDGE ACCUMULATION AND AT A MINIMUM OF EVERY TWO YEARS AFTERWARD. THERE ARE ALSO DAILY CONSIDERATIONS. SUCH AS NOT PUTTING PLASTIC OR OTHER NONBIODEGRADABLE MATERIAL DOWN THE SEWAGE DISPOSAL SYSTEM. ALSO, WATER USE MUST BE CAREFULLY MONITORED SO TOILETS ARE NOT ALLOWED TO RUN WHEN SEALS MALFUNCTION. TO ILLUSTRATE THE POINT, IT SHOULD BE NOTED A RUNNING TOILET WILL CONSUME IN EXCESS OF - _ 1000 GALLONS PER DAY IF ALLOWED TO RUN. EXCESSIVE LOADING (SUCH AS RUNNING TOILETS) WILL FLOOD AND IRREVOCABLY HARM :THE SYSTEM, AND STRESS THE ONSITE WELL 17. 'PROVIDE MINIMUM 10' SEPARATION BETWEEN WATER AND SEWER LINES. OR ENCASE PER COLORADO DEPARTMENT OF HEALTH REGULATIONS. _ 18. PROVIDE TWO TIES TO SEWER CLEANOUTS, SEPTIC TANK, AND ABSORPTION TRENCH CORNERS, AS REQUIRED BY EAGLE COUNTY FOR •AS-BUILTS. i 19. SEPTIC SYSTEM APPROVAL IS CONDITIONAL UPON RECEIPT OF 'AS -BUILT INFORMATION. 20. EXISTING TOPOGRAPHIC INFORMATION 15 FROM A TOPOGRAPHIC MAP PREPARED BY ALPINE ENGINEERING, INC. 4 EXISTING 1' TAPS k _ � 4' CONDUIT 4' CONDUIT 1-1/4- CW SERVICE. -TAB SO Sa o c i a t e nw Anlam=rw &*= Pint 00100 01m 7,01 Avm% CO 4H a=.7QJ � WM 749-1470 c amet t�Ovai.nd vAvW /�tns Er>�rirq, ktc, Lbmm Newell eomem hv- { - 949-7763 - - - r�Y ._ _'.' � - _ _ - - - - _ - ■rim - �` T, ', _ r' _ , cue cow Ec 4 + J 9438108 - ; �'. �\ f +. :, �` `✓`r..i��C% _%a'3 y 4 J� �- F! -__ -_ _ - of - - _ - 1 -. 3 BURIED ,/ ! PROPANE _ TANK. // s 2" PVC S'VIE ® ":C f , t F 1'-0" B.F. TYP. NEW 30'x20' CULVERTS. TYP.- �- INSPECTION PORTALS, TYP. C. SERIAL DISTRIBUTIONco Y r INFILTRATION GALLERY W/ 33 INFILTRATORS (HD10) / - -_ _-� /;' `T _ ca �s c _ 0. ELEY 6736 3 T 10 5 I.E.=6737.t �+ co) 70 0 as L6 - t 4 ''\ f CONDENSING UNIT_ \ \ / ! �`�` _ ON 4' CON -PAD. - F SERIAL DISTRIBUTION (OPPOSITE END). 2' MIN. COVER OVER INFILTRATORS. 3' MAXIMUM COVER, EXISTING GROUND OVEREXCAVATE 2'-0" AND FILL W/SILT SAND MIXTURE. SERIAL DISTRIBUTION AT END OF INFILTRATORS. 3' 0' 4'- 0' f 3' 0' SERIAL DISTRIBUTION (OPPOSITE END). 2' MIN. COVER OVER INFIL-RATORS. 3' MAXIMUM COVER. I` EXISTING GROUND - �- INFILTFATOR UNITS SEP,IAL DISTRIBUTION AT, END OF iNF'LTRATORS. SECTION A —A NO SCALE ti 1. CONTACT BEAUDIN 'GANZE _ C.E., INC: ; AT LEAST 48 HOURS _ PRIOR TO INSTALLING ANY .SEPTIC SYSTEM IMPROVEMENT. 2 COMPACT SEWER TRENCHES TO 90%'STANDARD PROCTOR DENSITY. - = OR PER SOILS ENGINEER'S RECOMMENDATIONS. _ 3. - _ PROVIDE RISERS ON SEPTIC TANKS TO FINISH GRADE. 4. COMPLY WITH ALL EAGLE COUNTY AND COLORADO DEPARTMENT OF HEALTH REGULATIONS REGARDING SEPTIC SYSTEM INSTALLATION. 5. PROVIDE INSPECTION PORTALS PER EAGLE COUNTY REGULATIONS. t 6. PROVIDE MINIMUM 5' HORIZONTAL DISTANCE BETWEEN TREES AND SEWER LINES AND SEPTIC TANKS. 7. FIELD ALIGN SEWER. TO AVOID EXISTING TREES, BUILDINGS. AND STRUCTURES- & PROVIDE 3' MINIMUM COVER AND 2% MINIMUM SLOPE AND 10% MAXIMUM SLOPE FROM BUILDING TO SEPTIC TANK. 9. PROVIDE CLEANOU T S AT BENDS. t4. SEIhE . LIN 0 £IIL�4 11- PRO`v1DE 4' WIN'MUM BETWEEN TRENCHWALLS. Vh 5` M MUM EAR OR:Z TA EN TREES AND �EikER PI A4 . EP _TAN . 1 INSTALL INFILTRATOR S (STEM PER MANUFACTURER'S - RECOMMENDATIONS AND EAGLE COUNTY HEALT,i DEPARTMENT REQUIRE -ENTS. 14- DO NOT BEGIN ANY SEWER CONSTRUCTION PRIOR TO NOTIFICATION OF BEAUDIN GANZE C.E., INC-, DENIS M. BEAUDIN AT y49-6108. THE SEPTIC SYSTEM IS ALSO TO BE INSPECTED BY 6EAUD-N GANZE C.E-, INC. PRIOR TO, BACK FILL- CONTACT BEAUDIN GANZE C.E., INC_ FOR THIS `PURPOSE AS WELL 15. WE RECOMMEND THAT THE DISPOSALS FIELD BE SEEDED -AFTER INSTALLATION CF THE SUBSURFACE DISPOSAL SYSTEM. A GOOD NATIVE GRASS COVER WILL PROMOTE EVAPOTRANSPIRATION FROM THE - FIELD. WE RECOMMEND USING A SEED MIX SUCH AS FOOTHILLS. PASTURE, OR PRAIRIE MIX, AVAILABLE AT LOCAL FEED AND SEED _ STORES_ THESE MIXES DO NOT REQUIRE IRRIGATION AND DEVELOP A GRLWTH 10 TO 15 INCHES HIGH_ NO AUTOMATIC SPRINKLER SYSTEM SHOULD BE INSTALLED ABOVE THE DISPOSAL FIELD. 16. _THE OWNER MUST REALIZE AN ONSITE SEWAGE (?ISPOSAL SYSTEM _ IS CIDERABLY DIFFERENT FROM PUBLIC SEWER SERVICES. THE - = OWNER MUST BE AWARE OF AND ASSUME THE RESPONSIBILITY FOR CONTINUED MAINTENANCE OF THE SYSTEM. WE RECOMMEND THE PUTIMPING GF THE SEPTIC TANKS AT THE END OF THE FIRST YEAR OF USE TO MONITOR SLUDGE ACCUMULA`ION AND AT A MINIMUM OF EVERY TWO YEARS AFTERWARD. THERE ARE-_ ALSO DAILY CONSIDERATIONS, SUCH AS NOT PUTTNG PLASTIC OR OTHER NON BIODEGRADABLE MATERIAL DOVA1 THE SEWAGE DISPOSAL SYSTEM. ALSO. WATER USE MUST BE CAREFULLY MONITOPED SO JOILETS ARE NOT ALLOWED TO RUN WHEN SEALS MALFUNCTION. TO ILLUSTRATE THE POINT, IT SHOULD BE NOTED A RUNNING TOILET WILL CONSUME IN EXCESS OF IOOO GALLONS FER' DAY IF ALLCWED TO RUN. EXCESSIVE LOADING (SUCH AS RUNti1NG TOILETS) V11LL FLOOD AND IRREVOCABLY HARM THE SYSTEM, AND STRESS THE ONSITE WELL. 17. PROVIDE MINIMUM 10' SEPARATION BETWEEN WATER AND SEVrLP, LINES. OR ENCASE PER COLORADO DEPARTMENT OF HEALTH REGULATIONS_ 1& PROVIDE TWO TIES TO SEWER CLEANOUTS, SEPTIC TANK, AND ABSORPTION TRENCH CORNERS. AS REQUIRED BY EAGLE COUNTY FOR AS-BUILTS. 19. SEPTIC SYSTEM APPROVAL IS CCNOITIONAL UPON RECEIPT OF AS -BUILT INFORMATION. no EXISTING TOPOGRAPHIC INFORMATION IS FROM A TOPOGRAPHIC t MAP PREPARED BY' ALPINE ENGINEERING, INC. c_ c FINAL GRADE EXISTING GRADE �. INF_TRATOR UNIT TRENCH DETAIL NO SC ALE VAN-I_JLE OF'I_N•NG. PROv!DE EXTENZlICN RINGS AS 4EvtrIPED. ,i`-- 244 UD- R .'N LET. t - - - -- - --- - - -SIDE !NLE-. - s % _'-'ATER LEVEL. 6 'L 3 EFFLUENT. ' C-O P.1;ATE;: �—�I. `_:EC 1 ZAPY C01,'PARTME17 FtCLDS 1/3 OF 4, L-D T_0 EE PE NFO!.CED LONGITUGiNALLY TC,TaL CAPACITY. W/ NO.E PEBAR AT 6" CE!vTERS, NG.a RE_ i; AT 6' CENTERS WIDTH,AiAr� & NO.8 REEAR 2- ALL PIPES FI;T GS TO BE CAST IRON 0lAGCtLALLY AROUND MARHLLE 3- V,A-LLS 6070M REINFORCED THRU OUT COFELAND CR *01CCR PRECAST EOUfi'LENT EXISTING t' TAPS 1' CONDUIT 3' CONCUIT _ '^} -=' OlX _ G A A BURIED ` - PROPANE " ` - TANK.- 2' PVC SLEEVE d - 1'-0' B.F.G., TrP.- - INSPECTION PORTALS, TYP- + �l a t., _ 4 SERIAL DISTRIBUTION E - - CINFILTRATION GALLERY 'AI/ '�r k36) 15.5 SF INFILTRATORS - � ` .� -_ - _ A + - r F _ ELEV=6736.2, TYR. yam, ; • _ E. = 6737 1 5' MIN. - - - LE-= 7 z,., . t j;_ _ ° + - CONDENSING UNIT 'I ON 4' CONC- PAD. ADJACENT PROPERTY ABSORPTION TRENCHES. - i • - r 1125 GALLON SEPTIC TwtiK. SEPTIC SYSTEM NOTES: INFILTRATORS APE TO BE INSTALLED W1TH 2' MINIMUM, TO 3' MAXIMUM COVER/BURY OVER THE TOP OF THE +NFILTRAT+ORS. A LEVEL SHOULD BE USED TO LAYOUT THE TRENCHES: SHOOT THE SAME ROD READING AT THE ENDS AND THE MI OF EACH TRENCH TO VERIFY THAT EXISTING GROUND IS THE SAME AT EACH POINT_ THEN `>=4IFY 6' b!'NIML!1+ SEPARATION BETWEEN TRENCHES: THERE CAN EE 8. 10-12' SEPARATION- PROVIDE 20 MIL PVC OVER BENS IN INFILTRATORS, IF REQUIRED, OR PROVIDE PRE -FABRICATED BENS. TAB ociate - nw P" Odra Sm 74M Aran, CO 61 S2S7431 74314M IbC 7A3-1471 waLnet www =d_ = Arm E'o'wrirg, kr- Morms Piew br— 940-TM Sawidki Gwas CawitrV EnC- _ Sd� 11rS 94"ICS Q 0 Q rd Q 0 fn Q Q Q • arts 0 0 L .!-+ Q J R i. __ _:�_ PERW-lr',SyT-&Ilw CD-M&S-3 y+34!31 �.i�-}��iT�i J - %rv3 'LLPO - stw S F= Ra- 01C,IA N QA:)D ®- 'u-TRAT{F'z V`.-W Tt3: iIi i -SA 0' Plan WATER HEATER SCHEDULE - MARK -TYPE STOR. CAP: WATER j RECOVERY yEISINPUT I -MANUFACTURER ac " REMARKS GALLONS i G.P.H. 1 (f) ;MBH KW MODEL NUMBER. WH-1 f LPG FIRED 1 75 j - 90, 75 - = STATE WH_ 2 INDIRECT 80 415 SUPERSTOR SS-8ODP _! _ WEIL McCLAtN GOLD PLUS 80 f * STATE, RUUD, OR A.Q. SMITH EQUIVALENT 4 ! BROAN EQUIVALENT r- -CONDENSING UNIT SCHEDULE ' ELECTRICAL EVAPORATOR . CON[jNSOR ► * I MARK j AIRHANDLER SERVED VOLTAGE/PHASE[ i EAT MANUFACTURER REMARKS SENSIBLE EAT ('F - & MODEL NO. MCA i I _ ' DB -F ► WB 'F i MBH) ! rrB I i CU—t" FC-1 230/1----- ==f-= BO- --52 .}---'�3 TRANE F.B.O. - _ = • CARRIER, LENNOX EQUIVALENT - BOILER SCHEDULE HEATING CAPACITY t MANUFACTURER MARK SERVICE TYPE iNP T OUTPUT ®3 REMARKS MODEL NUMBER - 'St MBH ' ALT. MBH B-1 HEATING CAST IRON - 240 - r WATER I HIGH ALTITUDE KIT, PUMP, SIDEWALL WELL McCLAIN CGM-8 i VENT KIT, LPG KIT c i r GRILLE, REGISTER, DIFFUSER, & LOUVER -SCHEDUL SYMBOL, USE PATTERN ACCESSORIES FINISH ;MANUFACTURER Ec * REMARKS • t _ MODEL NO. - 4 . FLOOR SUPPLY FIXED O.B.D_ ALUMINUM TITUS s SIZE AS SHOWN I. REGISTER F CT580 I F.B.O. a SOFFIT GRILLE M FIXED- I WHITE TITUS 23R1 ' F.B_O_ O RETURN GRILLE i FIXED r - ; WHITE TITUS i F.B_O. 23RL STATIONARY i f a LOUVER 45' - WHITE 4: F.B.O_ t - . _TOE SPACE SUPPLY FIXED I rTITUS I O.B.D- ALUMINUM CT 80 2-1/2"04" '' GRD EQUIVALENT: KRUEGER. METALLAIRE. HART do COOLEY. ANEMOSTAT DHW TRANSFORMER TRANSFORMER = (BOILER) ,. ' aT T - J 0 Ul _ - = o a APARTMENT GARAGE FAMILY MASTER KID'S < ROOM BATHROOM BEDROOM FAN COIL Ixce RADIANT ' TO HUMIDIFIER SUPPLY t AND FAN_ END SWITCH t CONTROL WIRING. ~ a ~ a ~ a g TERMINAL STRIP. z z z a f _ i TERMINAL STRIP. FIXTURE EQUIVALENTS: AMERICAN STANDARD, KOHLER, CRANE, UNIVERSAL RUNDLE." € . FlAT. STERN WILLIAMS . r I TEKMAF KM KM N ENDSWITCHES r _DRAIN EQUIVALENTS: JOSAM, WADE. SMITH, ZURN ` 155 155 252 SWITCH T FAUCET EQUIVALENTS: CHICAGO FAUCET, SPEAKMAN, KOHLER. DELTA, AMERICAN STANDARD I - ri: t FIXTURE- CONNECTION SCHEDULE OUTPUT P PUMP CONTROL BACKBOARD r 4 = a 4'x4'x3/4" PLYWOOD. FIXTURE . ; t HW 1 CW f WASTE = VENT DHW PRIORITY TO E 4LER, f p PUMP, AND CONTRA VALVE WATER CLOSET ( FLUSH TANK ) _ i 1/2" 4' 2" I ; a - SOLAR ENDSWMTCH SOLAR STAGE 2 TO BOILER PUMP, AND CONTROL WIRING DIAGRAM - LAVATORY —_ _ 1 /2 r 1 /2 1' 1 SERVICE SINK t 1 2 1 2- I 3 1 -_ (DHW) (RADIANT) CONTROL VALVE_ PmjWNm = - r COPYRIGHT 1999 Ln STAGE 1 TO SOLAR. , SOLAR. SCALE: NO SCALE MOP_ SERVICE BASIN _ _ s f/2 1 2 1 3 1 P.O. e� -- _ � Ow 39 PUMP. co IMS KITCHEN SINK W DISPOSER_ 1 2 t '.' * BATHTUB SHOWER 3 iq*iiOE - == me(578)s4�aisi: — - _ 3 4' 4� 2` �'2 CLOTHES WASHER ROUGH -MI ; / /SUN* 125 GOMM co am DISHWASHER ROUGH —IN I 1 /2 — i 2 1 -E E s — 303 _3e2p Fec(3o3e-38+3 BAR SINK- _ _ _ r 1/2� E 1 2" i 1 ii 1 1 Bumm- - . _ SIZES SHOWN' ARE MINIMUM PIPE SIZES TO A SINGLE FIXTURE. MINIMUM PIPE SIZE TO TWO OR MORE FIXTURES GAM ENGDflEERSJNC. _ - - c' _- _ _ ' IS 3/4`_ ALL -FIXTURES LISTED ARE NOT NECESSARILY USED ON THIS PROJECT- t _ «r.