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Home My WebLink About1000 Castle Peak Ranch Rd - 193922401004INDIVIDUAL 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. 1845-99 BP NO. 12431 OWNER: SUZIE AND MORRIE SHEPARD PHONE: 970-926-3636 MAILING ADDRESS: P.O. BOX 836, EDWARDS, CO 81632 APPLICANT: STEPHEN ISOM PHONE: 970-328-2388 SYSTEM LOCATION:_ 1000 CASTLE PEAK RANCH RD., EAGLE, CO TAX PARCEL NO. 1939-224-01-004 LICENSED INSTALLER: DAVIS EXCAVATING, JUSTIN AHRING LICENSE NO. 8-99 PHONE: 970-926-3788 DESIGN ENGINEER: INTER -MOUNTAIN ENGINEERING SOILS EVALUATION PHONE NO. INSTALLATION HEREBY GRANTED FOR THE- FOLLOWING: 1250 GALLON SEPTIC TANK 806 SQUARE FEET OF ABSORPTION AREA VIA 26 INFILTRATOR UNITS AS SIZED BY ENGINEER. SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES, WITH A CLEAN -OUT BETWEEN THE TANK AND THE HOUSE AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT SMEARING OF SOILS. AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION. OR WITH ANY QUESTIONS REGARDING INSTALLATION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED BEFORE SEPTIC SYSTEM RE- CEIVES FINAL APPROVAL. ENVIRONMENTAL HEALTH APPROVAL: A 42 DATE: MARCH 18, 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: SQUARE FEET (VIA ) INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: Incomplete Applications Will NOT Be Accepted (°Site' Plan MUST be attached) ISDS Permit # I � . / Building Permit # l 3/ APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * X PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: Suzie and Morrie Shepard MAILING ADDRESS: P.O. Box 836, Edwards, Co. 81632 PHONE -926-3636 APPLICANT/CONTACT PERSON: StpphPn Tsom PHONE:398-9389 LICENSED SYSTEMS CONTRACTOR • Edwards Execavation PHONE: 926-5508 COMPANY/DBA- Same ADDRESS: P.O. Box 402, Edwards, CO 81632• *************************************************************************** PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION ( ) ALTERATION (.) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Lot 17, Highland Meadow Estates at Castle Peak Ranch Tax Parcel Number: — —� -0011 Lot Size: 35 Acres Physical Address: 1000 Castle Peak Ranch Road &tom BUILDING TYPE: (Check applicable category) (X) Residential/Single Family Number of Bedrooms 4 ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) (X) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These systems require design by a Registered Professional Engineer S I GNATURE : �V AMOUNT PAID: RECEIPT CHECK #: per„ Date: # : as DATE: R 7 -7 c7 CASHIER: Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO DATE: March 18, 1999 TO: Edwards Excavating FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Alteration Permit No. 1845-99, Tax Parcel #1939-224-01-004. Property Location: 1000 Castle Peak Ranch Rd., Eagle, CO., Shepard main residence. Enclosed is your ISDS Permit.No. 1845-99. 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. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions which may have been placed on the permit. If all items are not completed, a reinspection fee of $42.50 must be paid before a reinspection is made. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Enclosures: ISDS permit # 1845-99; ISDS Final Inspection Completeness Form 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: May 26, 1999 TO: Davis Excavating Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Reissuance of Individual Sewage Disposal System Alteration Permit No. 1845-99, Tax Parcel #1939-224-01-004. Property Location: 1000 Castle Peak Ranch Rd., Eagle, CO., Shepard main residence. Enclosed is your ISDS Permit No. 1845-99. 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. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special - conditions which may have been placed on the permit. If all items are not completed, a reinspection fee of $42.50 must be paid before a reinspection is made. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Enclosures: ISDS permit # 1845-99; ISDS Final Inspection Completeness Form 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 June 3, 1999 Suzie and Morrie Shepard P.O. Box 836 Edwards, CO 81632 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1845-99, Tax Parcel #1939-224-01-004. Property location: 1000 Castle Peak Rd., Eagle, CO. Dear Mr. & Mrs. Shepard: 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 FOR PROPOSED RESIDENCE LOT 17, HIGHLAND MEADOW ESTATES AT CASTLE PEAK RANCH EAGLE.COUNTY, COLORADO �!Z GrrC l� PREPARED FOR MOREY SHEPARD PROJECT NO. 93308G JUNE 1993 Box No. 978 • Avon, Colorado 81620 • 949-5072 Denver 893-1531 1420 Vance Street • Lakewood. Colorado 80215 • Phone: 232-0158 r r CONCLUSIONS 1 SCOPE 1 SITE LOCATION AND DESCRIPTION 2 SITE INVESTIGATION 2 SUBSURFACE AND GROUNDWATER CONDITIONS 3. PROPOSED CONSTRUCTION 4 FOUNDATION RECOMMENDATIONS 4 SLAB CONSTRUCTION 5 GROUNDWATER AND DRAIN SYSTEM 6 REINFORCING 6 CRAWL SPACE COVER 6 BACKFILL AND SURFACE DRAINAGE 7 LAWN IRRIGATION 7 SEPTIC SYSTEM DESIGN. 8 MISCELLANEOUS 9 TEST LOCATION DRAWING NO. 1 SUMMARY OF TEST PITS FIGURES NO. 1 - 5 SWELL -CONSOLIDATION FIGURES NO. 6 - 7 GRAIN -SIZE DISTRIBUTION FIGURES NO. 8 - 9 PERIPHERAL DRAIN SYSTEM FIGURE NO. 10 0 CONCLUSIONS 1. Subsoil conditions are fairly uniform over the site with one foot of topsoil,' underlain by SILT to sandy SILT and silty SAND. 2. The proposed residence should be founded on undisturbed silty, soils -on conventional spread footings designed for a maximum soil bearing pressure of 1,500 psf, for the garage with an apartment building and 2,000 psf at a.minimum depth of 6.5 feet from the existing surface for the proposed main residence. 3. The septic system for the garage with an apartment will consist of a two -compartment, 750-gallon septic tank and 11 Infiltrator Chambers. The main residence will have a two - compartment 1,250-gallon septic tank and 26 Infiltrator Chambers. 1 SCOPE This report presents the results of a Soils and Foundation Investigation and Septic System Investigation for the proposed residence to be constructed on Lot 17, Highland Meadow Estates at Castle Peak Ranch, Eagle County, Colorado. The investigation was prepared by means of percolation testing, test pits and laboratory testing of samples obtained from these pits. The purpose of this foundation.exploration was to determine the various soil profile components and the engineering characteristics of the foundation materials, and to provide criteria for use by the design engineers and architects in preparing. the foundation design, and septic system recommendations. Granular soils were sampled by bulk sampling. These.samples were returned to our.laboratory, , inspected and classified in accordance with the Unified Soil Classification System and.the test pit logs were edited.as necessary, To aid in classifying the soils encountered, and to determine general soil characteristics, selected laboratory tests (moisture content, unit weight, grain size distribution, swell consolidation) were performed on representative soil samples. Summaries of the test results are shown on Figures No. 6 - 9. 3 SUBSURFACE AND GROUNDWATER CONDITIONS Refer to the. summary of test pits, Figures No..,;,1 5• Subsurface conditions are fairly uniform. consisting-,6f.1 foot `of topsoil, underlain by silt to sandy SILT and silty'SAND. We understand that no overlot grading has been•donePprior to this investigation. No groundwaterwasencountered in any of the test pits at the time of excavation. Indexes to Geological Mapping, Eagle County; Colorado, prepared by Charles S.`Robinson & Associates, Inc., in 1975, states that soils in this areamay contain minerals in variable amounts that produce serious detrimental effects on concrete, metal or other substances that are in contact with the soils. Type II cement should be used in all concrete that will be in contact with the soil. These maps also state that soils in this area may be subject to subsidence due to hydro -compaction in low density soils. The proposed building site borders at the edge of the Eagle. Valley Evaporite on the south and the Maroon Formation on the north. The underlying Eagle Valley Evaporite bedrock,, contains water soluble salts. Solution of these salts can produce sinkholes and general area subsidence. There were no sinkholes observed at the site at the time of the investigation. FOUNDATION RECOMMENDATIONS - Silt, sandy SILT and silty SAND will be encountered in the foundation excavation. The proposed main residence should be_ founded on conventional type spread footings designed for a maximum soil bearing pressure of 2,000 psf. At this pressure,.settlements are anticipated to be approximately one inch. The footings should be constructed on the undisturbed silty soils at a minimum depth of 6.5 feet from the existing surface. The proposed garage with a two -bedroom apartment above should be founded on conventional tv'nesnread footings, aQsigned for a maximum soil bearing_ pressure of 1,500 psf. The footings should be constructed on the undisturbed silty soils. The footing excavations should be relatively smooth, free of debris, organics, loose soil, frost, and standing water. Any over - excavations should be backfilled and compacted to 100 percent within 2 percent of optimum moisture as determined.by a standard Proctor test (ASTM D-698). A representative of this office should be contacted to inspect the foundation excavation to verify that percent of the maximum standard Proctor density (ASTM.D-698). The on -site soils, exclusive of topsoil and organics, are suitable for. use as` backfill. Before the backf ill is placed, all water and loose debris should be removed from these excavations. Prior to the construction of concrete floors, the undisturbed subgrade should be proof compacted: witha loaded rubber -tired loader.to a uniform high density. Special care should be taken in areas where underground utilities have been. installed. The floor slabs should be reinforced, and joints should be, provided at the junctions.of the slab and the foundation walls, so that a small amount of independent movement can occur without causing damage. The slabs should be scored in accordance with the American Concrete Institute's recommendations to control cracking. A granular mat (-3/4 inch gravel, with less than 5 percent passing No. 200 sieve) should be provided below the floor slabs. This should be a minimum of four inches in thickness and compacted. The foundation should be well reinforced and rigid enough to withstand differential settlements.. Foundation walls retaining. earth should be designed to resist an equivalent fluid pressure of 40_ pcf for an "active" case assuming a level drained backfill condition. CRAWL SPACE COVER When moist soils are encountered in the excavation, the ground surface in crawl space areas should be covered with an impervious moisture barrier sealed against the footings. This will help to reduce humidity in the crawl space area. _... . , BACRFILL AND SURFACEDRAINAGE The potentially hydroconsolidating foundation -,,soils encountered in portions of the site must be prevented from being wetted after construction. The backfill. placed around the foundation walls must not settle after completion of construction and the topone foot of the backfill material must be :relatively impervious The on -site soils, exclusive of topsoil and organics, are suitable for use as backfill. Backfill should be moistened or dried, to' near-its';optimum moisture content and compacted to. at least 90_percent. of the maximum standard Proctor density. Structural backfill should be compacted to at least .95 percent of the maximum standard Proctor density. Surface water running toward the structure from upslope areas should be diverted around and- away from the building by means of drainage swales or other similar measures. The final grade should have a positive slope away from the foundation walls on all sides. A minimum of 12 inches in the first 10 feet is recommended. Downspouts and sill cocks should discharge into splash blocks that extend beyond the limits of the backfill. The use of long downspout extensions in place of splash blocks is advisable. LAWN IRRIGATION Do not install sprinkler systems next to foundation walls, porches or patio slabs. If sprinkler systems are installed, the 8 sprinkler heads should be placed so that the spray from the heads, under full pressure, does not fall within five feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. If the future owners desire to plant next to foundation walls, porches or patio slabs, and are willing to assume the risk of structural damage, etc., then it is advisable to plant only flowers and shrubbery (no lawn) of varieties that require very little moisture. These flowers and shrubs should be hand watered only. SEPTIC SYSTEM DESIGN Based on the information provided by Mr. Morey Shepard, the on -site field investigation, the. percolation test results. and according to the Eagle County requirements for Individual Subsurface Sewage Disposal Systems, two septic systems were designed as follows: The first dwelling is a garage/apartment which has two-) bedrooms,. two bathrooms and one kitchen. Using an average percolation rate of 9.4 min/inch (Percolation Test Nos. 5 and 6).� c The dwelling will require a 750-gallon, two -compartment septic tank. The soil absorption system shall be an Infiltrator Chamber System with 11 chambers. The second dwelling is a single family residence with four bedrooms, four bathrooms and one kitchen. The average percolation for this dwelling is 14.0 min/inch (Percolation Test Nos. 1, 2 and 3). A 1,250-gallon, two -compartment septic tank is required. .MISCELLANEOUS The recommendations provided herein are based on experience in the area and from the on -site field exploration. The information obtained from the field exploration and laboratory testing reflects subsurface conditions only at the specific locations at the particular times designated. Subsurface conditions at other locations and times may differ from the conditions at these locations. The extent of any variations between the test pits may not appear evident until excavation is performed. However, only minor variations are expected. If during construction conditions appear to be different, this office should be advised so re- evaluation of the recommendations may be made. This report has been prepared for the exclusive use of Morey .Shepard for the specific application to the proposed residence structure to be located on Lot 17, Highland Meadow Estates at Castle Peak Ranch, Eagle County, Colorado. The findings and recommendations of this report have been prepared in accordance with locally accepted professional 1 d O I i ` ® Q�� > #5 Pit #In \ 41/ U I NORTH ®'Pert Test #1 � I ` Perc'Test #2 I I I � I I. - ® Perc: Test #3 � I ® Pit #2 Lot 17 1 - 4 Perc Test #4 j Pit #3 .11Per Test® I Appros. !�5 location _ w a W 1 f area . la I — - - tested _Perc Test Iw UHI ( ,'-''� la wl I I Lot 18 L s2sJ 1 i ' Lot 16 electric b Pit 44E transformelc Lot 17 o N Roa � Aces s well �/ o Location Sketch C) < < 1" 1000' ACCESS ROAD TEST LOCATION 0 Proposed Residence Lot 17, Highland Meadow Estates Castle Peak Ranch Eagle County, Colorado Prepared for Morey Shepard PROJfcr NO.- 93308G DRAWN art scAt e, "� 1" = 40' oAm, 6 / 1 1 / 93 DRAWING NO.,, 1 PIT No. DEPTH IN FEET " DESCRIPTION .OF MATERIAL REMARKS 0 Topsoil Reddish to light brown SILT to.sandy SILT ® w 19.27 5_ w -- tot = 94.3 pcf — _ Bottom of pit lNo groundwater encountered 10 1 ® Relatively undisturbed sample SUMMARY OF TEST PITS Proposed Residence Lot 17, Highland Meadow Estates Castle Peak Ranch " Eagle County, Colorado Prepared for Morey Shepard PROJECT No.: 93308G FIGURE NO.: 1 PIT NO.2 EPT INFEEDESCRIPTION OF MATERIAL. REN.ARKS 0 Topsoil CK= Reddish to light brown SILT to. sandy SILT 5 _. • Bottom of pit No groundwater encountered 10. 1 15 ® Relatively undisturbed sample SUMMARY OF TEST PITS Proposed Residence Lot 17, Highland Meadow Estates Castle Peak Ranch Eagle County, Colorado Prepared for Morey Shepard PROJECT ND.: 93308G FIGURE NO.: 2 . • �" � f 2� _ PIT NO 3 v Q'�-� yp ' OEPTH 0v�� y'`�0 INFEETv DESCRIPTION OF MATERIAL REMARKS' Topsoil Yellowish, silty SAND -Light brown, gravelly- silty SAND tv T. Bottom of pit No groundwater encountered 10 15 ®Bulk sample SUMMARY OF TEST PITS Proposed Residence Lot 17, Highland Meadow Estates Castle Peak Ranch Eagle County, Colorado Prepared for Morey Shepard PROJECT NO.: 93308G FIGURE HO.t 3 �' 4 SUMMARY OF TEST PITS Proposed Residence Lot 17, Highland Meadow Estates Castle Peak Ranch Eagle County, Colorado Prepared for Morey Shepard PRoaecr NO.: 93308G FIGURE NO.t 5 0 0 J J W 3 -2 C z -4 O ' Q -6 J O Cn z O -8 U -10 p.l 1.0 LOAD (KSF) 10 100 SAMPLE OF 'SILT NAT. MOISTURE CONTENT 19.2 % % SWELL/PRESS. SAMPLE FLOODED AT 0.5KSF NAT. DRY DENSITY -73.6 PCF BORING NO.1 DEPTH 6.5' 0 J J w -2 N I z -4 0 o -6 J 0 to z O U 0.1. 1.0 LOAD (KSF) 10 100 SAMPLE OF. sandy SILT NAT. MOISTURE CONTENT 8.1 % % SWELL/PRESS.. SAMPLE FLOODED AT 0-5 KSF NAT. DRY DENSITY 94.3 PCF SWELL - CONSOLIDATION TEST RESULTS 0 Proposed Residence Lot 17, Highland Meadow Estates Castle Peak Ranch Eagle County, Colorado Prepared for Morey Shepard PRo:ECT do 93308G CIGURE 1.10 6 BORING NO 4 DEPTH 4' n r r 0 0 J J U 3: -2 W I z -4 O Q -6 J O co Z O U 11 1 q,1 1 1 1 11-11 1 1 1 1 1 1111 1 1 1 1 I l i11 100 1.0 LOAD (KSF) 10 SAMPLE OF Sandy. SILT NAT. MOISTURE CONTENT 18.2 q, % SWELL/PRESS. SAMPLE FLOODED AT 0- S KSF NAT. DRY DENSITY 89.1 PCF BORING NO - DEPTH 0.1. 1.0 LOAD (KSF) 10 100 SAMPLE OF, NAT. MOISTURE CONTENT _% % SWELL/PRESS.. SAMPLE FLOODED AT KSF NAT. DRY DENSITY PCF SWELL - CONSOLIDATION TEST RESULTS Proposed Residence Lot 17, Highland Meadow Estates Castle Peak Ranch Eagle County, Colorado Prepared for Morey Shepard vRaECT vu 93308G d I rS w C m F., o � u W o rt D rt `C 3 v, Z "o a 0o n ro N ty m o co o N• o ^ r a'o p n c� o co l lb m Cf) in •G G � ro � a •'"{ � � H En rt co a 7D ACD .� x (D un) rn c� 7d w C n' m n H o a K� O w o Z a � o rt w = cn u D — En o O Percent Finer By Weight Percent Coarser By Weight � n w a. n 1- n w o � v 0 cn rt D H r �Cn a , rxj w go C 3 w xn (D (n tom- 0 fNrl r" �Y ro rt OQ 1:$ v o n c) 0 r( (D 0 (D H (n fD w� rot¢. Cn _ r(M rt N 7 .�+ CD Q. w w 0 0 w as C 0 1 £ O U) Z 0 w n rt m _ ch (n D = -i o o Percent Coarser By Weight . TO P ONE FOOT OF BACKFILL SHOULD BE RELATIVELY T"� = IMPERVIOUS FILL. SLOPE AWAY FROM 'BUILDING. : ti �r_. tiY ..'FOUNDATION i r,L f:�`N' =,•'� '"�' ar -WALL fJ.se`7.� ±i?t�%:'jY'.,�'� _•it". f k!s-��.` j` •.�"t��,:�-�:yr t`.�•�r`X;'r - ?Y.�� „rC�.,)".'�.t�J:,��.•2^�-l• C�j+i.1�� i•�•!•, :ice - 71fir" Lnc� •Sj��_•c'. o;'. GEOTEXTILE MIRAFI I.44 N OR POL- YETHE LENE MOISTUR E� BARRIER GLUED TO FOUNDATION WALL. _ MINUMUM OF 6It OF 3/4 INCH. GRAVEL 4' DIAMETER PERFORAT D RIGID -PIPE SLOPED A MINIMUM OF 1/8" PER FOOT TO SEWER LATERAL SUBDRAIN ."SUMP PUMP OR OAYLIGHTED . DETAIL- OF- PERIPHERAL. DRAIN SYSTEM. 'FOR FOOTING TYPE FOUNDATION Figure.*. 10 0 0 J J W 3: -2 N z -4 O t-- a -6 O z O -8 U -10 BORING NO 1 DEPTH 3.5' -ITI I 1 1.0 LOAD (KSF) 10 100 SAMPLE OF % SWELL/PRESS- 0 J J W -2 N 1 z -4 O -6 O En z O U SILT NAT. MOISTURE CONTENT 19.2 go _SAMPLE FLOODED AT 0.5KSF NAT. DRY DENSITY 73.6 PCF BORING NO.1 DEPTH 6.5' 0.1. 1.0 LOAD (KSF) 10 100 SAMPLE OF, sandy SILT NAT. MOISTURE CONTENT 8.1 % % SWELL/PRESS.. SAMPLE FLOODED AT 0.5 KSF NAT. DRY DENSITY 94.3 PCF SWELL.— CONSOLIDATION TEST RESULTS O Proposed Residence Lot 17, Highland Meadow Estates Castle Peak Ranch Eagle County, Colorado Prepared for Morey Shepard PRO!ECT No 93308G 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. 1845-99 BP NO. 12431 OWNER: SUZIE AND MORRIE SHEPARD PHONE: 970-926-3636 MAILING ADDRESS: P.O. BOX 836, EDWARDS, CO 81632 APPLICANT: STEPHEN ISOM PHONE: 970-328-2388 SYSTEM LOCATION: 1000 CASTLE PEAK RANCH RD., EAGLE, CO TAX PARCEL NO. 1939-224-01-004 LICENSED INSTALLER: EDWARDS EXCAVATING, TED J01 NSON LICENSE NO. 35-99 PHONE: 970-926-5508 DESIGN ENGINEER: INTER -MOUNTAIN ENGINEERING SOILS EVALUATION PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1250 GALLON SEPTIC TANK 806 SQUARE FEET OF ABSORPTION AREA VIA 26 INFILTRATOR UNITS AS SIZED BY ENGINEER. SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES, WITH A CLEAN -OUT BETWEEN THE TANK AND THE HOUSE, AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT SMEARING OF SOILS. AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION. OR WITH ANY QUESTIONS REGARDING INSTALLATION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED BEFORE SEPTIC SYSTEM RE- CEIVES FINAL APPROVAL. / �' Q� ' ENVIRONMENTAL HEALTH APPROVAL: / < �"�"Y DATE: MARCH 18, 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: 1999 SQUARE FEET (VIA 29 INFILTRATOR UNITS ) INSTALLED CONCRETE SEPTIGANK: 1250 GALLONS IS LOCATED !erg_ DEGREES AND 12 FEET FROM THE CLEANOUT COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL`' DATE: .TTTNF 3, 1 999 ISDS Permit #gg5-99 Date ISDS Final Inspection Completeness nForm ✓ Tank is Z� gal. Tank Material VTank is located ,LZ ft. and 70 degrees from (permanent 1 dmark)�, Tank is located ft. and degrees from (permanent landmark) Tank set level.. q Tank lids within S" of finished grade( 2 r;s�►'S ✓ Size of field !9 ft2 units lineal ft. Technology i/f Gr.`fa S ✓ Cleanout is installed in between tank and house (+ 1/100ft) ✓ There is a "T" that goes down 14 inches in the inlet and outlet of the tank. Y Inlet and outlet is sealed with tar tape, rubber gasket etc. ✓ Tank has two compartments with the larger compartment closest to the house. V Measure distance and relative direction to field . f4-. (' Depth of field J- 1f ft. —fii, Soil interface raked. ✓ Inspection portals at'the end of each trench. Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) V Type of pipe used for building sewer line leach field-- DDK- 3SS Other �f[ Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 * 10 CALCULATED By DATE CHECKED BY DATE- 6ram Mass 014.7, 1,C:-!-04liEMU SEE!-%2B-!' ISOM & ASSOCIATES 0 Architecture Land Planning Project Management March 8, 1999 Eagle County Environmental Health Division P.O. Box 179 Eagle, CO. 81631 Re: Shepard Residence Dear Staff: Attached is an APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL PERMIT for Suzie and Morrie Shepard on Lot 17, Highland Meadow Estates at Castle Peak Ranch, which is at 1000 Castle Peak Ranch Road. An application fee of $150 accompanies this application. Two percolation test are already completed on this site and one of those test was for the septic tank for this residence. Please look up the original test in your file for the secondary residence at the same address. 5 /47 -- If you have any questions concerning this letter, please contact this office. Sincerely, Stephen R. Isom cc: Suzie and Morrie Shepard 9822EnvironmentalHlth030599 P.O. Box 9 Eagle, Colorado 81631 (970) 328-2388 FAX 328-6266 I to D AT C J9-,STI-, la P E 119 R N C (+ 1845-99 Tax# 1939-224-01-004 Lot #17, Highland SHEPARD JOP- NAME . Meadows @ Castle Peak Ranch 1000 Castle Peak Rd. LOCATION JOB NO, 3 , i '.I it/ ,I/�I/I" ,�� , �[I' i Ll DATE STARTED •ATE- COMPLETED • • la ��.A /4 WE am Ell, m 0 El i JOB COST SUMMARY 11 , _ .. _ J ✓TOTAL SELLING PRICE TOTAL MATERIAL, �� SON ME 011 -05 _ 1 1► �, c s I,. 1INSURANCE MISC. COSTS TOTAL JOB COST ME PROFIT, SELLINGGROSS LESS �®NET PROFIT JOB FOLDER Printed In U.S.A.