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HomeMy WebLinkAbout392 Sunrise Ln - 239133108003INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway, Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT# 2348*-04 BP# 15980 OWNER: T. RICKERT AND KAREN MILLER PHONE: 970-963-7410 MAILING ADDRESS: P.O. BOX 2048, BASALT, CO 81621 APPLICANT: SAME PHONE: SYSTEM LOCATION: 0392 SUNRISE LANE, CARBONDALE, CO TAX PARCEL NO. 2391-331-08-003 LICENSED INSTALLER: DIG IT, RICK BERTOLINI LICENSE NO. 73-05 PHONE: 970-876-5600 DESIGN ENGINEER: CHURCH AND ASSOCIATES, INC. PHONE: 877-248-3123 SYSTEM SIZED TO ACCOMODATE A 5 BEDROOM RESIDENCE: INSTALLATION GRANTED FOR THE FOLLOWING: 2000 GALLON, 2-COMPARTMENT PRE -CAST CONCRETE TANK, WITH AN EFFLUENT PUMP IN A BIO-TUBE VAULT WITH FLOATS TO BE SET AT A RECOMMENDED DOSE OF 100 GALLONS PER DOSE TO A PRESSURIZED -MOUNDED DRAINFIELD FOR A TOTAL ABSORPTION AREA OF 1200 SQUARE FEET. SPECIAL INSTRUCTIONS: *INSTALL EXACTLY AS DEPICTED ON ENGINEER'S DESIGN STAMPED, SIGNED AND DATED JUNE 1, 2005 WITH AN AMENDMENT LETTER DATED AUGUST 9, 2005. DO NOT INSTALL IN WET WEATHER. • Call Eagle County and the design engineer for final inspection prior to back -filling any portion of the installation or with any questions. • The Building Certificate of Occupancy will not be issued until the septic system has been inspected and approved. ENVIRONMENTAL HEALTH APPROVAL: Victor Crocco DATE: AUGUST 10, 2005 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 2000 GALLON, 2-COMPARTMENT PRE -CAST CONCRETE SEPTIC TANK LOCATED 120 DEGREES NORTH AND 15 FEET FROM THE FIRST CLEAN -OUT FROM HOUSE WITH A BIO-TUBE PUMP VAULT AND A 1200 SQUARE FOOT SEMI -MOUNDED SAND FILTER DRAIN FIELD PER ENGINEER'S CERTIFICATION STAMPED, SIGNED AND DATED AUGUST 22, 2005. 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 Q DATE: August 22, 2005 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway, Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT# 2348-04 BP# 15980 OWNER: T. RICKERT AND KAREN MILLER PHONE: 970-963-7410 MAILING ADDRESS: P.O. BOX 2048, BASALT, CO 81621 APPLICANT: SAME PHONE: SYSTEM LOCATION: 0392 SUNRISE LANE, CARBONDALE, CO TAX PARCEL NO. 2391-331-08-003 LICENSED INSTALLER: DIG IT, RICK BERTOLINI LICENSE NO. 68-04 PHONE: 970-876-5600 DESIGN ENGINEER: CHURCH AND ASSOCIATES, INC. PHONE: 877-248-3123 INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 5 BEDROOM RESIDENCE 1500 GALLON 2-COMPARTMENT SEPTIC TANK, 1488 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 48 STANDARD GRAVELLESS CHAMBERED UNITS, AS PER ENGINEER'S DESIGN DATED 8/2/04 AND REVISION LETTER DATED 8/23/04 SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN IN SHALLOW TRENCHES BETWEEN TWO AND A HALF (2.5) AND THREE (3) FEET DEEP, AND PLACE SIX (6) INCHES OF FILTER SAND IN THE BOTTOM OF EACH TRENCH AS PER REVISION LETTER. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS AND DO NOT BACK FILL WITH ANY COBBLES LARGER THAN EIGHT (8) INCHES IN DIAMETER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE SYSTEM OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. ANY CHANGES IN THE DESIGN MUST BE APPROVED BY EAGLE COUNTY ENVIRONMENTAL HEALTH PRIOR TO IMPLEMENTATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: %L,�� �1 .� f�_ s DATE: AUGUST 30, 2004 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 GALLON SEPTIC TANK LOCATED DEGREES AND FEET INCHES FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BF CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MAnF. ARRANGE A RE - INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL _ DATE: Incomplete Applications Will NOT Be Acceptea (Site Plan MUST be attached) a 3 ISDS Permit # Building Permit # s APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (•970)328-8788, E1 Jebel_.(970)927-3823 * FEE SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE.ISDS PERMIT, SITE EVALUATION.(PERCOLATION TEST, * SOIL:PROFILE OBSERVATION) AND FINAL 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 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: MAILING ADDRESS:.'' DDRESS: 4�' , APPLICANT/CO NTACT ,PERSON: ICC�____ LICENSED CONTRACTOR: D( _ C I PHONE: COMPANY/DBA: ST ADDRESS: PERMIT APPLICATION IS FOR: (",,"NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED.INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: kQ Tax Parcel Number: 33 tl Qf�yJ Physical Address: BUILDING TYPE: (Check applicable category) ( Residential/,Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* If)e "00 P r II Ste Lotj pSize :f ho 0-Gre Number of Bedrooms Number of Bedrooms Type *These systems require design by a Registered Professional Engineer TYPE OF,,WATER SUPPLY: (Check applicable category) (v Well ( ) Spring ( ) Surface ( ) Public Name o Supplier: APPLICANT, SIGNATM99 Date: AMOUNT PAID: J l RECEIPT #: (� �, DATE: l �� CHECK #: J. CASHIER: DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328=8788 TOLL FREE: 800-225-6136 www.eaglecounty.us DATE: TO: FROM: RE: RAYMOND P. MERRY, REHS Director EAGLE COUNTY August 30, 2004 Dig It, Inc. Eagle County Department of Environmental Health Individual Sewage Disposal System Permit #2348-04, Tax Parcel #2391-331-08-003. Property Location: 0392 Sunrise Lane, Carbondale, CO., Miller/Rickert residence. Enclosed is your ISDS Permit #2348-04 and a copy of the engineer' s design for this system. 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 invalidate the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this Department. Systems that are 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. 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 # 2348-04 Church and Associates, Inc., Eric Burns August 2004 Chrono file Encl: ISDS Permit #2348-04 500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eaglecounty.us August 10, 2005 Via Facsimile: 970-984-2516 Dig It, Inc. Rick Bertolini 5923 County Road 233 Silt, CO 81652 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Issuance of Individual Sewage Disposal System (ISDS) Permit #2348-04; Tax Parcel #2391-331-08-003; Property Location: 0392 Sunrise Lane, Carbondale, CO Dear Licensed Systems Contractor, Please find enclosed ISDS permit number 2348-04 to conduct the construction exactly as indicated on the permit. It remains valid for 120 days or for the duration of a current building permit. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications must be pre - approved by this department. If you are receiving this permit and have not been contracted to perform the installation, please contact us immediately. • Also enclosed is a final inspection completeness check list to assist you in making sure all of the detailed points of an inspection have been properly addressed before calling for your final inspection. It is important to pay close attention to the special conditions which may have been included to address site specific issues. All components of the system must be exposed for our inspection. Projects that require multiple inspections will be assessed a re -inspection fee of $55.00 payable before or at the time of inspection. It is extremely important to remember to rake all infiltrative surfaces and avoid installing systems in wet or frozen ground. In addition to avoiding installations during unfavorable site conditions, please be advised of our annual time frame for ISDS installations, unless otherwise specifically approved by this department. Permits issued on or before November 15 must be installed prior to December 1. Spring field activities typically resume around mid March. Avoiding the winter months promotes better site evaluations, designs and installations resulting in the best private wastewater system for our customers. If unfavorable conditions prevail between the installation and the final inspection (such as snow) special precautions must be taken to protect the drain field area from the elements. Please keep this office informed regarding the progress of your installation so we can provide responsive customer service when scheduling your final inspection. The Temporary Occupancy Permit (TCO) associated with the building permit cannot be issued without the septic system being finally inspected. Systems designed by a registered professional engineer must be inspected and certified by the design engineer as well as Eagle County Environmental Health. If you have any questions, please feel free to contact us at (970) 328-8755. cc: permit and chrono files Encl: ISDS Permit #2348-04 Final Inspection Completeness Checklist (It is our understanding that Installer has Engineer's design) 500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 329-9788 TOLL FREE:800-225-6136 www.eaglecounty.us August 22, 2005 Rick and Karen Miller TRM Corporation P.O. Box 2049 Basalt, Colorado 81621-2048 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final approval of Individual Sewage Disposal System ISDS Permit # IS-2348-04; Tax parcel #2391-331-080-03; Property location 0392 Sunrise Lane, Carbondale Dear Mr. & Ms. Miller: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Your septic system has been sized to accommodate five (5) bedrooms. Enclosed is a copy to retain for your records along with a brochure regarding the care of your septic system. Additional information about the maintenance of your septic system as well as information about private wells can be accessed through our web site links provided in the Environmental Health Department webpage, http://www.eaglecogDty.us/envHealth/ Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with tap roots, irrigation systems and parking areas above the drain field can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. By following a few simple guidelines, like avoiding grease or other additives down the drain and making sure your septic tank is on a pumping schedule, you system has been designed to last for many years. If you have any questions regarding this information, please contact us at (970) 328-8755. Sincerely, Lori Siefer4Ainistrative, Technician IV cc: ISDS permit folders Chronological folder InTec Church and Associates Eagle County Building Department Encl: Final ISDS Permit Informative materials Copies of pertinent photos from the final inspection Copy of Engineer certification and as -built drawings 500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 InTEC CHURCH and Associates, Inc. a division of Integrated Testing and Engineering Company of Denver Metro, LLC Geotechnical & On -Site Wastewater Engineering . Environmental & Geological Engineering . Construction Services August 22, 2005 TRM Corporation P.O. BOX 2048 Basalt, Colorado 81621 ATTN: Karen Miller Subject: Installation Observation, Proposed Residence 392 Sunrise Lane Lot 3, Slater Type A Minor Subdivision Eagle County, Colorado Project No. 16592 Ms. Miller, RECEIVED AUG 2 6 2005 NVIRONMENTAL � , LTH DEPARTMENT As requested, we observed the installation of the onsite wastewater system for the subject site on August 6, 2005 and August 13, 2005. The system was designed under our Job No. 16592, dated August 2, 2004 and revisions of June 1, 2005 and August 9, 2005. The system includes the installation of a 2000-gallon, two -compartment, precast concrete septic tank with a Biotube Pump Vault and a 1200 SF semi -mounded sand filter drain field. Two feet of concrete sand filter material was installed. There is pressurized distribution of effluent to the sand mound. An as -built drawing is included as Figure 1. The components of the OWS were installed in general conformance with plans and specifications. Our installation observations do not imply a guarantee or warranty of materials or workmanship. If there are questions or if we can be of further service, please call. CHURCH & <�_?'C Edward O. C EOC 2 copies sent ion of InTEC of Denver Metro, LLC copy to Eagle County Department of Environmental Health, Attn: Victor Crocco P.O. BOX 179, Eagle, CO 81631 Fax to Eagle County at 1-970-328-8788 4501 Wadsworth Blvd. • Wheat Ridge, Colorado 80033 • (303) 463-9317 • fax (303) 463-9321 • www.InTEC-Geotech.com Austin Dallas/Ft. Worth Houston San Antonio (512)252-1218 (817)858-0870 (281)371-3330 (210)525-9033 fax (512) 252-1219 fax (817) 858-0036 fax (281) 371-3334 fax (210) 525-9032 0392 SUNRISE LANE LOT 3, SLATER TYPE A MINOR SUBDIVISION EAGLE COUNTY, COLORADO BUILDING ENVELOPE OBERVATION PI AS -BUILT LOCATION OF OWS JOB NO. 16592 SCALE 1"=30' 4 JT IPARTMENT, C WITH A FIGURE 1 8-22-2005 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS August 2, 2004 TRM Corporation Attn: Karen Miller P.O. Box 2048 Basalt, Colorado 81621 Subject: Subsurface Investigation and OWS Design, Proposed Residence 0392 Sunrise Lane Lot 3, Slater Type A Minor Subdivision Ref: Recording No. 844577 Eagle County, Colorado Job No. 16592 Ms. Miller, As requested, we have investigated subsurface conditions and designed an onsite wastewater system (OWS) for the proposed residence. The subsurface investigation was performed on July 21, 2004. SITE CONDITIONS The lot is located in a rural residential area in Eagle County, Colorado, where OWS are required. The proposed drain field area has a 20% slope to the southwest. There is a moderate cover of native grasses, sagebrush, scrub oak, and basalt boulders. Water is provided to the site by an onsite well located greater than 114 feet north of the proposed drain field area. PROPOSED CONSTRUCTION A five -bedroom residence is proposed at the location presented on Figure 1. The OWS was sized based on 5 bedrooms and 750 gallons per day (GPD) using Eagle County Department of Environmental Health (ECDEH) loading of 75 gallons per person per day. The sewage loading with a peaking factor of 1.5 is 1125 GPD. The loading includes washing machines and garbage grinders. If additional bedrooms in unfinished areas are possible; it is suggested that the OWS be constructed to handle the additional loading. The installation of a properly engineered OWS to serve future build -out can be cost effective. SUBSURFACE CONDITIONS The subsurface investigation was performed by digging four percolation holes, 23 to 51 inches deep, and one profile pit at the locations indicated on Figure 1. Subsurface materials in the profile pit consisted of 1 foot of sandy topsoil underlain by silty, sand, with basalt cobbles and boulders to the maximum depth DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.geo-church.com 303.463.9317 Fax: 303.463.9321 Toll Free-1.877.248.3123 OWS Design Job No. 16592, 8/02/04 Page 2 explored of 9.5 feet. No ground water or bedrock was encountered. Percolation tests indicate percolation rates of 11 to 16 minutes per inch (MPI). The average percolation rate is 15 NIPI, which indicates a Long - Term Acceptance Rate (LTAR) of 0.80 gallons per day per square foot (gal/day/ft). Percolation data is presented in Table 1. RECOMMENDATIONS The installation must include a septic. tank and a gravelless chamber -trench drain field, at the locations presented on Figure 1. ECDEH regulations require the drain field area to be sized using the LTAR of the receiving soils. The OWS design is based on an average sewage load of 750 GPD and an LTAR of 0.80 gal/day/ft2. The installation must include a 1500-gallon, two -compartment, precast concrete septic tank, with an effluent filter on the outlet and a total of four chamber -trenches using serial overflow distribution. Each trench must have one row of 12 chambers for a total of 48 chambers and 744 ft2 of infiltrative area. Trenches can be modified to fit topography and preserve vegetation. Details of the design are presented on Figures 1 through 3. Movement over the drain field trench during construction should be kept at a minimum to prevent compaction of the receiving soils. The bottom of each trench must be scarified with a pick, shovel, or backhoe bucket teeth prior to the addition of chambers. OPERATION AND MAINTENANCE The owner must realize an OWS is different from public sewer service and must assume the responsibility for maintenance of the OWS. The system is low maintenance, but the owner must have the septic tanks pumped. In the absence of a monitoring program, the septic tank should be pumped and the effluent filter cleaned every two years. There are daily considerations, such as not putting plastic or other nonbiode- gradable material into the OWS. Water use must be monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, a running toilet can consume in excess of 1000 GPD. A loading of 1000 GPD could flood and irreparably harm the OWS. The loading from the backwash of a water softener may be harmful to the OWS. A separate drywell should be constructed for the backwash waste, if a softener is installed. Chemically treated water from a swimming pool or spas should not be introduced to the OWS. LL%1I 'ATIONS OWS designs require installation by a licensed contractor. Our investigation, layout, design and recom- mendations are based on data submitted. If conditions different from those described in this report are encountered, we should be notified to evaluate the effect on the proposed OWS. If the health department modifies this design, we should be contacted to evaluate the impact on the performance of the OWS. All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements, septic tank construction, and other specifications, which are not depicted in our report, are to conform to the requirements of the ISDS regulations. The installer of the system is to have demonstrated knowledge of the Eagle County ISDS regulations and requirements. a If there are questions or if we may be of further service, please call. Sincerely, CHURCH & Associates, Inc. Reviewed by Eric R. Burns Design Technician TRP/erb OWS Design Job No. 16592, 8/02/04 Page 3 ¢P00- RE��sT :w 'I 172 Edward O. 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INTERVAL HOLE DEPTH TIME DEPTH DEPTH CHANGE, PERC. HOLE NUMBER OF HOLE, INTERVAL, START, END, (INCHES) RATE PERC. (INCHES) (MINUTES) (INCHES) (INCHES) (MPI) RATE, (MPI) 1 51 10 4.50 6.25 1.75 6 10 4.25 5.13 0.88 11 10 4.00 4.75 0.75 13 10 4.00 4.75 0.75 13 10 4.75 5.38 0.63 16 16 10 5.38 6.13 0.75 13 2 28 10 15.50 16.88 - 1.38 7 10 14.25 15.13 0.88 11 10 13.25 14.25 1.00 10 10 13.13 14.00 0.88 11 10 14.00 14.63 0.63 16 10 15.00 15.63 1 0.63 16 16 3 33 10 26.88 28.13 1.25 8 10 27.00 27.75 0.75 13 10 26.50 27.25 0-.75 13 10 25.88 26.50 0.63 16 10 24.50 25.25 0.75 13 10 25.25 25.88 0.63 16 16 JOB NO. 16592 PRO -1: TABLE 1 (CONT) - PERCOLATION TEST RESULTS Lot 3, Salter Subdivision DATE OF TEST: 7/21/04 Eagle County, Colorado fppt dpscrintinn 0-1 Sand, silty, slightly clayey, topsoil, root zone 1 - 9.5 Sand, silty, medium dense, moist, light tan/white, calcareoues, with cobbles and basalt boulders NO GROUNDWATER WAS ENCOUNTERED WITHIN EXCAVATION AVG. INTERVAL DEPTH TIME DEPTH DEPTH HOLE HOLE CHANGE, PERC. OF HOLE, INTERVAL, START, END, PERC. NUMBER (INCHES) RATE (INCHES) (MINUTES) (INCHES) (INCHES) RATE, (MPI) Impl) 4 23 10 17.75 20.38 2.63 4 10 18.38 19.75 1.38 7 10 18.25 19.63 1.38 7 10 17.50 18.50 1.00 10 10 18.50 19.50 1.00 10 10 19.50 20.38 0.88 11 11 JOB NO. 16592 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS August 23, 2004 TRM Corporation, Attn: Karen Miller P.O. Box 2048 Basalt, Colorado 81621 RECEIVED AUG 2'.' 1004 ENVIRONMENTAL HEALTH DEPARTMENT Subject: Subsurface. Investigation and OWS Design, Proposed Residence 0392 Sunrise Lane Lot 3, Slater Type A Minor Subdivision Ref. Recording No. 844577 . Eagle County, Colorado Job No. 16592 Mr. Meehan, As requested by Ray Merry and Victor Crocco of the Eagle County Department of Environmental Health, we are providing an addendum to our Onsite Wastewater System (OWS) design for the subject site, dated August 2, 2004. The county will issue a septic permit for the system as designed with the following additions: 1. Six inches of imported sand filter material must be placed the length of each drain field trench to assist in even distribution of septic tank effluent. 2. Installation of the drain field trenches must be installed as shallow as possible, with a maximum depth of 3 feet, to avoid basalt boulders and caliche soils, which may act as a limiting zone. If there are questions or if we can be of further service, please call. Sincerely, CHURCH & Associates Inc. Reviewed by: Eric R. Burns Field Engineer EOC/erb 3 copies sent Copy to ECEHD, Attn: Victor Crocco DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.geo-church.com 303.463.9317 Fax: 303.463.9321 Toll Free-1.877.248.3123 .0 InT CHURCH, and Associates, Inc. a division of Integrated Testing and Engineering Company of Denver. Metro, LLC Geotechnica! & On-S[te Wastewater Engineering . Environmental. & Geologloal Engineering . Construction Services Facsimile Transmittal Pages Sent (including cover sheet):^ Re: 2 Urgent For Review Please Comment Please Reply As requested Coznxnents: V VA T —O TTUL iia ilL V V. - YY iltldL .MLU90, I;OxOr&aU W 43 • (A)3) 463-9317 - fax (303) 463-9321 • w*W InTEC-Geotechxom Austin DaHasMt Worth Houston San Antonio (512) 252' 1218 (817)858-0870 (281)371-3330 {2I0152S-9033 fa. ISM �c� z)Tn -.- --- - InTEC CHURCH and Associates, Inc. a division of Integrated Testing and Engineering Company of Denver Metro, LLC Geotechnical & an -Site Wastewater Engineering . Environmental & Geological Engineering • Construction Services June 1., 2005 TRM Corporation P.O. Box 2048 Basalt, CO 81621. Attn: Karen Miller RE: OWS Design ;Revision - 392 Sunrise Lane Lot 3, Slater. Type A Minor Subdivision Eagle County, Colorado Job No. 16592 Ms. Miller, The onsite wastewater system (OWS) design for the subject property has beenrevised due to the presence of large boulders encountered during excavation ofthe drain field. The originaldesign was presented in a report dated. August 2, 2004 under our Job No. 1.6592. RECOMMENDATIONS The OWS should be installed as indicated on. the revised Figures 1. and 2. The revised OWS designincludes an additional. 500-gallon septic tank: with a BiotubeTM pump -vault, followed by a I2-foot by 100-foot "pressurized -mounded" drain field :For a total absorptive area of 120W. The drain field will require imported sand filter material as indicated or, the revised Figure 3. The installation. for the residence must include one 1500-gallon, two -compartment, precast concrete septic tank followed by one 500-gallon, precast concrete septic tank with an effluent pump in a Biotubdm pump vault. The pump curve is included with this report. The surface ofthe mounded drain field should be seeded after installation ofthe system. A native seed mix from the area available at seed stores should be used. These mixes do not require irrigationand develop a growth. 1.0 to 15 inches .high. No automatic irrigation system should be installed over.the field_ Remaining components of the original design and revision are valid. If there an CHURCH Rz Associa , a divisior► of .T,n.TEC of Denver Metro, LLC. Vf�1'9___-) ;�41 `&—j-) � Steven W. DeKoskie Edward 0. Chi Project Manager Chief Engineer 2 copies sent Fax copy to: Eagle County Environmental Health. Department 4501 Wadsworth Blvd. - Wheat Ridge, Colorado 80033 - (303) 463-9317 • fax (303) 463-9321 - www.InTE4 C-Ceotech.com Austin Dallas/Rt. Worth Houston San Antonio (512)252-1218 (817)838-0870 (281)371-3330 (210)525-9033 Fax (.512) 252-1219 fax (817) 85"036 fax (281) 371-3334 fax (210) 525-9032 c� rn a C7 a N j�o tL E ca Vj c i E 0- co ca C..) ca 75 Q. 5 O 03 .T C U fa. 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NOT TO SCALE * (DETAIL FLUS 1 PRESSURE DISTRIBUTION SYSTEM 1.5" DIAMETER SOLID MANIFOLD 1.5" DISTRIBUTION PIPES 1/4" DIAMETER HOLES DRILLED INTO DISTRUBUTION PIPES HOLE SPACING = 4 FEET ON CENTER SAND FILTER MATERIAL SIEVE SIZE % PASSING_ 3/8 100 4 95/100 8 80/100 16 45/85 30 15/60 50 3/10 100 0/4 200 012 23 HOLES PER LATERAL: HOLES FACING DOWN; 46 HOLES TOTAL MINIMUM PUMP CAPACITY = 32.6 GPM WITH A 38.8 FOOT HEAD DESIGN CALCULATIONS S- /S� 5 BEDROOM SINGLE FAMILY DWELLING _ BASAL AREA REQUIRED: j- -- 1.5x750 Q[ = L5 75 = 871 SQUARE FEET LOAD Q= 7 GF'D AVERAGE \. 5 5 F SAND FILTER TION RATE = 0.95 GP50) / BASAL AREA OF MOUND = 12 ;x 100 = 1200 SQUARE FEET SAND FILTER AREA = (�:5��) / 0.95 FILTER MATERIAL -PER ABOVE SAND FILTER AREA REQUIRED 1184.,SQUARE FEET== SPECIFICATION OR TO BE APPROVED PROPOSED SAND FILTER AREA - BY OUR OFFICE 1200 SQUARE FEET DISPERSAr, GRAVEL - 112" 2 I!?_° JOB NO, 16592 FIELD DETAILS FIGURE 2 6/01/2005 F DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eaglecounty.us June 16, 2005 Edward O. Church Church and Associates Inc. 4501 Wadsworth Blvd. Wheatridge, CO 80033 EAGLE COUNTY RE: ISDS 2348-04 Engineer Design Review Intec job # 16592 Lot 3, Slater Type A Minor Subdivision Eagle County, Colorado Dear Mr. Church, RAYMOND P. MERRY, REHS Director The engineer redesign for the above mentioned wastewater system (OWS) has been received by this department for review and permitting. The new design is being submitted to overcome the presence of large boulders encountered during excavation of the conventional system permitted last fall. The new design is a pressurized, sand mound drain field of 100' x 12', providing 1,200 sq.' of absorption area. In our opinion, the extent of the large boulders present in the geology has not been clearly described to assure the design has enough basal area and is adequately separated from the large boulders encountered if they were characterized as bedrock. We notice a percolation rate of 15 minutes per inch has been used for basal area calculation resulting in the basal area being the same dimension as the mound. Typically, the basal area is a larger footprint which contemplates wastewater will be dispersed laterally from the sand mound in all directions with a toe extending down the slope. Furthermore, if the subsurface consisted of bedrock, the acceptance rate of wastewater into this strata would define the necessary basal area and the nature of the bedrock would need to be evaluated to assure wastewater would continue to flow through fractures or mitigation may be necessary to avoid day -lighting. We ask that you provide additional information regarding the extent as well as depth of the large boulders and the ability of the subsoil to accept wastewater at a conservative long-term rate. We also ask that more detail be included in the top and end views showing the basal area extending away from the mound and further down hill based on the evaluation of the acceptance rate of the subsoil. It would be helpful to the installer to also have piping details and sequential procedures to follow for proper construction. You may want to double check the pump curve as it appears the pump specification 500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 Mr. Ed Church June 16, 2005 Page 2 calculations include overcoming 15 feet of head. The site plan appears to indicate a drop in elevation from the dose chamber rather than pumping up hill. Will the system receive several doses per day based on actual anticipated wastewater flows or are the floats set to dose larger volumes every day or two? Please remember to submit two signed and stamped drawings for permitting once we're in agreement and have discussed the expected changes. I look forward to hearing from you soon and can be reached at (970) 328-8758. Sincerely, iL L�� , +�, ID , , Victor D. Crocco Environmental Health Specialist Cc: ISDS #2348-04 Chrono File Raymond P. Merry, REHS, Director InTEC CHURCH and Associates, Inc. adivision of Integrated Testing and Engineering Company of Denver Metro, LLC Geotechnical & On -Site Wastewater Engineering . Environmental & Geological Engineering . Construction Services August 9, 2005 TRM Corporation P.O. Box 2048 Basalt, CO 81621 Attn: Karen Miller RE: OWS Design Revision - 392 Sunrise Lane Lot 3, Slater Type A Minor Subdivision Eagle County, Colorado Job No. 16592 Ms. Miller, RECEIVED AUG 11 2005 ENVIRONMENTAL HEALTH DEPARTMENT This letter is in response to the June 16, 2005 Eagle County letter with respect to the subject site requesting information presented in our letter or June 1, 2005. The June 16 letter requests information on: 1) subsurface conditions concerning the nature of the boulders and percolation rate, 2) the basal infiltration rate and 3) the lift on the pump curve chart. Our office received the June 16 letter, today August 9. During construction, the installer "Dig It" able to excavate to a depth of 4 feet at the east end of the field as indicated on the attached photo and did not encounter refusal. It is believed that with the excavation equipment used, the field could be excavated to the depth of 4 feet, which indicates the boulders were not bedrock, but boulders that are porous. The west end of the field was dug only to 1.5 feet. The depth was controlled at keeping the excavation level, not refusal due to bedrock. It is believed that the percolation rate of 15 MPI is valid. The vertical nature of the sand filter is due to the percolation rate of 15 MPI of the basal material requires less area than the application rate to the sand filter material. This would result in a possible smaller area for the basal area than the top of the mound, which we would not do, so the sands of the mound were made vertical. Because of pressure distribution there should be no, to little lateral migration. With the use of the sand filter material, treatment is assured, which would remove nutrient so that clogging would not occur at the basal area. The long-term acceptance rate of 0.80 is very conservative and not believed to be valid considering the sand filter treatment and pressure dosing. The 3:1 slopes recommended for cover of the mound in the design is valid. With respect to the pump curve, an additional pump curve is attached that has a lift of 5 feet instead of 15 feet. The same pump is specified. The 15 feet was not correct. It is recommended that the floats be set for 100 gallons per dose, which should be 1 to 3 doses per day for a typical family. Per telephone discussions on June 29th and August 1 with Ray Merry and Victor Crocco, respectively, the subsurface conditions of no refusal to 4 feet were described and it was agreed that 2 feet of sand was correct rather than 4 feet of sand. Without being aware of the June 16 letter, 2 feet of sand was installed. 4501 Wadsworth Blvd. - Wheat Ridge, Colorado 80033 - (303) 463-9317 - fax (303) 463-9321 - www.InTEC-Geotech.com Austin Dallas/Ft. Worth (512)252-1218 (817)858-0870 fax (512) 252-1219 fax (817) 858-0036 Houston San Antonio (281) 371-3330 (210) 525-9033 fax (281) 371-3334 fax (210) 525-9032 InTEC Page 2 Photo 1 - Field Excavation looking East with sand installed at end. Photo 2 - Field Excavation looking West. Remaining components of the original design and revision are valid. If there are questions, please call. CHURCH & Edward O. Churc P. Al 72 Chief Engineer �.,, ej— 7 . InTEC of Denver Metro, LLC. 2 copies sent Fax and copy to: Eagle County Environmental Health Department 970-328-8788 Integrated 'Testing and Engineering Company OWS Design Revision, Job No. 16592 O V E a O w—' L O O� Q O v ~ N M to cc d z .O O Is N m �L N U) L a L O <i G? a , co CLi E L N E 0 F/ H w z E y N Q U Oro ¢ 0 z " z w m 00 Q. 5' J LU m ao O m J � m IFA �2 V' CL w to Q 9 m v=i m Fes- g H ia LL vaai `(Hai) peak o,weuAa vazoi Q U N N N U N U N N U U U N C ,a, ..0.. w V ui mi O 'V' N C Z Q A N �— N .0 C N U IV N to �= U C.i C fA ZT O C CA "O hz: C CA 'O UJ O N Oco CL 0 O Q N J O O J N L lCO J N L �•` O O J U �Q N �p tp l6 O to a 'C N N a: O v 0 o f m V C U Jc CL m co rn U Q LL J J — lII C N S o a. Q a H F a M o IL 't3 a a a m v O Q d w a o u ) Z S ~ 7 s s R Cl V) 0 E E 1+ �4 cl N CN 4 tt9 Ci O 6 O r ki O O CO 00 M N fO36 a Oa0Ow6 > LX i0N NO `O O NN 0 O c o to J g o y 3 Ri C C y LL N J O M C '= C C FL CO46 O ¢ -j � N o "- B o r O C t p o a� _ _ = rn o to �- E Q~ E R o J o N Q O C z yV.., � (n = N co D 0 _ 1 � O � OR = i E MEMORANDUM Date: August 10, 2005 To: ISDS File #2348-04 From: Victor Crocco Re: Summary of sequence of events The original permit to serve this dwelling was a conventional, gravity fed series of shallow trenches designed by E.0 Church & Associates and the permit was issued in August of 2004. During the excavation, the presence of large cobbles or boulders necessitated the engineer to provide mitigation measures by proposing 6" of sand be placed on the trench bottoms. Since the systems was not installed in 2004, this office followed up with the owner to verify the project was moving forward with the same Licensed Systems Contractor (Dig It) to assure a current 2005 license and that the engineer was still under contract to conduct necessary inspections. The permit was re- issued to Dig It in May 2005 to allow them to proceed and E.O. Church confirmed the contract was still valid. During the installation of the permitted, conventional, shallow trench system with a layer of sand in late May or early June 2005, large boulders or bedrock prevented the installation of this system and the engineer needed to submit another design for our review. A sand filter design was faxed to us on or about June 2, 2005 for our review and re -permitting. A letter was sent to the engineer from this office on June 16, 2005 with requests for further information. On or about August 8, 2005 a request for a final inspection was called in to this office by the installer who installed the re -designed, sand filter system without an amended permit. A follow up document was faxed to this office on August 9, 2005 by the engineer addressing the comments outlined in the June 16, 2005 letter. The permit was re -issued after -the -fact and faxed to the installer on August 10, 2005 and an inspection scheduled for August 11, 2005. The installer was notified to have the engineer certify the system. InTE CHURCH -and Assoa Itltegrated •Tessin �'� t� S 5 hic . $ divzsiou of g and Enb Bering Compaiay of DenverNe 'Metro-, PLC Geo#echnica[ & on -Site Wastewater Engin8ering Environmental & Geological Engineerf f&,tq5")tlon Services FAe AUG 2' 2005 ' ENVIRONMENTAL HEALTH DEPARTMENT Compailty: Recipient F2x: Re: urgent Comments: For Review Flue Com meinPlease ReplY As m:esW 4501 WadsWort,, Blvd_,,, Wheat Mdge, Colorado ,80033 • , (303) 463iUsfin-9317• fay i303) 463-932I wwwjrEC-Gotec(512)252-1218 DaIIatrt Worth e$.com fax (512)232-1219 (S17) 858-o8'70 Aoust'o'l 9S=Antonio Rix (817) 858-0036 (�81) 371-3330 laic (281) 371-3334 f21 %525- 9033ax ^ Fax from 08/22/05 11:28 Pg:. 1 InTEC CHURCH and Assocxafies I Geotechnical & On -Site Wastewater Engineering TRM Corporation P-O. BOX 2048 Basalt, Colorado 81.621 ATTN: Karen Miller and engineering COMpany of Denver Mdivision etTo LLC Environmental & Geological Engineering . Construction Services August 22, 2005 Subject: Installation Observation, proposed Residence 392 Sunrise Lane Lot 3, Slater Type A Minor Subdivision Eagle County, Colorado Project No, 16592 Ms. ;Miller, RECEIVED AUG 2.2 2005 ENVIRONMENTAL HEALTH DEPARTMENT As requested, we observed the installation, of the onsite Wastewater system for the subject site on August 6, 2005 and August 13, 2005. The system was designed under our Job No. 1.6592, dated August 2, 2004 and revisions of June 1, 2005 and August 9, 2005. The system includes the installation of 2000-gallon, two -compartment, precast concrete septic tank with. a Biotube Pump Vault and a 1200 SF semi -mounded sand filter drain field. Two feet of concrete sand filter material was installed_ There is pressurized distribution of effluent to the sand mound_ An as -built drawing is included as Figure 1. The components ofthe OWS were installed in general conformance withplans and installation observations do not imply a guarantee or warranty, of materials or specifications. Our workmanship. If there are questions or if. we can br. of further service, please call. CHURCH & Associates, Inc. a division of InTEC of Denver ,Metro, LLC Edward. O. EOC 13172 2 copies sent copy to Eagle County Department ofEnvironrmental :idealth, Attn: Victor Crocco P.O. BOX 179, Eagle, CO 81631 Fax to Eagle County at 1-970-3,28-8788 4501 Wadsworth .Blvd. • Wheat Ridee. Cnlnra�n QOnz2 . fln�, .- - -� r - •a� �JU 1) 40l-ysl t � Www inTEC-Ceotech.com Austin Dall:�s/Ft 6Vurtl, Houston (512) 252-.1218 (R17) 858-0870 (2R1) 371-3330 San Antonio . fax (51.2) 252-1219 fax (817) 858-0036 (210) 525-9033 fax (287) 371-3334 fax (210) 525-9032 Fax from 08/22/05 11:28 Pg: 2 uov,c JVIVMIZ:iL LANE LOT 3, SLATER TYPE A MINOR SUBDIVISION EAGLE COUNTY, COLOHADO BUILDING ENVELOPE ' ROPOSED DRIVEWay �I 4 EXISTING.; WELL l I4' SE BA M WELT_ PROPOs _ ARAG _ M ESIOENL _ sr OBErVATION PIPE P 0 _ JOB NO, 16592 SCALE 1"-30' /,-" SEWER LINE WITH C-LEANOUT 'zaW-GALLON, TWO -COMPARTMENT, CONCRETE SEPTIC TANK WITH A SIOTl1BE PUMP VAULT O ` 12'XI00' PRESSURIZED \ 1200 Sr MOUNDED DRAIN FIELD I.g•• I,ATERAI_S 1/4" HOLES 4. ON CENTER A5-QUILT LOQATION OF OWS FIGURE 1 8-22-2005 Fax from : 08/22/05 11:28 Pg: 3 ISDS PERMIT # :2 3 Ll 1 �1 .OWNER: l e �c: e r � h A r PHSYSICAL ADDRESS: 3 a '� U N '� , g Q, >" AN - LEGAL DESCRIPTION: l r m , MAILING ADDRESS: P 13 x z 0 u$ 13 a s to � u L, -7 � TYPE OF DWELLING:_ __NUMBER OF BEDROOMS: S �N[E3MIHMiE�il[HMIE jNI�INF — -- — WW �, �. W � W � �■ W ,��,� ,r ,� ,. �� W TEST HOLES PRE-SOAKED: YES NO SOIL TIlAE WATER DEPTH INCHES OF FALL RATE PROFILE ,t, aid i d�Y,3 i iivir. i v uitvr Ll1 A t 1tV l.ri: MKU KA 1 h: MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: COMMENTS: IV 0 2 f 0 d i+r (L t p r 4, i F k fry —7-&' (,✓ � � �. G �� � S ,�.�-, t,,- ,, 4h l �. r A � A 1-� 13 er � S �t---------_-- ENVIRONMENTAL HEALTH SPECIALIST DATE Additional Notes to folder 08-11-05 Final ISDS #: IS-2348-04 Rickert/Miller 0392 Sunrise, Carbondale Do not final until the following conditions are proven via photo 1. Installation of pipe from tank to field 2. Installation of geo-textile over field 3. installation of cover (mound) 4. seal outlet of tank at pipe connection 5. installation of pump in second compartment of tank 6. installation of flushers in distribution pipes in field 7. Engineer's certification Victor D. Crocco Environmental Health Specialist 08-19-05 Final 1. Photo of Geotextile installation 2. Engineer certification required a. electrical installation 3. Re -inspection Fee $55 /vc 08-19-05 Rcv'd $55 re -inspection fee/ljs 08-22-05 Need Engineer's Certification and As-builts — then okay to final./vc 08-22-05 Rcv'd Engineer's Certification and As-builts. Issued Final Permit to T.Rickert and Karen Miller. Sent issued permit, Engineer's Certification and As-builts and photos to homeowner w/cc: to Engineer, Church & Assoc./ljs 10i'm rcrmn ft d. J -1 v v •-► au�ry�,aw Ls�� o ISDS Final Inspection Completeness For, -,� Tank is 3, U o 0 gal. Tank Material r e - cc, s 4 .it o,,, r ek r? G r 4 Tank is located i S ft. and 1 00 degrees from e- ck N • a v Z,v J-% � s� Tank is located /ft. and degrees from Tank set level. ✓ Tank lids within 8" of finished grade. Size of field 11'lo o fe I units I `6 lineal ft..: Technology 1e d s sG r 1 /Cleanout is installed in between tank and house(+ 1/100ft). V "T" that goes down 14 inches in the inlet and outldt of the tank. Effluent filter on outlet- Yes or No N-0 ��Dwet and outlet is sealed with tar tape, rubber -gasket etc. "T has two compartments with the larger compartment closest to the house. Measure distance and relative direction to field. -7 5 f 1 Z- 0 0 (l) Depth of field n_ & Soil interface raked. ' lrispection portals at the, end of each trench. Proper distance to setbacks.. w, c I � -176" Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates pro, installed, rocks removed from trenches, etc.) /U h Splash plate(s) installed at least in first trench inlet. Type of pipe. used for building sewer line .sG� 40 leach field Other Inspection meets reQuirementaa, e r d 111ea-use o <2 ` N� t cejl'3�e�r- c.l� Cre,© dell c IQ- cp vee C,;,^ Coo032 see.(.+ v,,4lei {., 4 Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Field Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 Tank 50 10 5 10 50 10 * 10 t NONE NOON MINI■■ ■MIN■ ■■■■■■■■■■■■ ■■■■■■MEMEEM ■■m.mm■■■■■■ ■■m■■■■mynom ■■m■■■■Em■■■ ■■S'■■■O■■■■r O■EN■■■TENSE ®■■■OO■mmmen ■O■■■■O■■■■w ■■■O■■■■NONE ■■■■■■■®® o ■■■OO■■■■■ms ■■■■■■■■®■ism ■■■■■■■■® mi ■■■■■■®®■NEE ■N■O■■■■N■■■ ■■■■OO■■■■N■ ■■■■mmmmmEN■ ■■■■■■■ mommm ■■■■■■mmmmo■ ■■■■MIN■■■■■■ N■■O■OONNNN■ ■■■ ■ ■ 0 ■ L Ll ■ ■ ■ USE I■■■■ limssl■ENO ELIO OMEN NE SOON ■INN,MI©■■■ El "•08-11-05 final 2348-04 Rickert/ Miller 0392 Sunrise Carbondale 08-11-05 Final r 2348-04 Rickert/ Miller 0392 Sunrise. Carbondale �q R1 S' ;lea^ ;•t to Ta- k 08-11-05 final 08-1105final isds 2348-04 Rickert/Miller isds 2348-04 Rickert/Miiier W92 Sunrise. Carbondale r 0392 sunrise, Carbondale N 3 <'-- Z ..,_ . _ .: it • ��� • Y e'�..d � Ja �;_ 3,�.��h� �, ' 6' between laterals - ,.� ;•3r' lilt Tel Aed 12' wide 100' long s' 08-11-05 final 08-11-05 final isds 2348-04 Rickert/Miller isds 2348-04 Rickert/ Miller 0392. Sunrise. Carbondale 0392 Sunrise. Carbondale l °a p three feet distance from edge of bed tp distribution. pipe VO V , • _..�_-��� _w'�r•, vYs.-s... sir .� - _ who Add cn FD' W T� CD :E 0 iU W- 11 CD CD W co (D cn N-) " W co c Xh.. CD :3 00 cn -I I Nj Fn0' CD (D (D ED C') CT 7• 7 0 (D D 77 D' CD 0 C) -D 0 C