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Home My WebLink About363 Park Mesa - 239116400005 - 2404-04IS - 2497-05IS VOIDINDIVIDUAL 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#IS-2404-04 BUILDING PERMIT#BP-17055 OWNER:MIKE NUNEZ PHONE:305-944-6200 MAILING ADDRESS:2513 DEL LAGO DR.,FT.LAUDERDALE,FL 33316 APPLICANT:STEVEN KOSKI PHONE:970-963-6220 SYSTEM LOCATION:LOT 4,SPRING PARK MESA, CARBONDALE TAX PARCEL NO.2391-164-000-05 LICENSED INSTALLER:STAN GOMEZ,COLONNA CONSTRUCTION LICENSE NO.33-05 PHONE:970-625-3376 DESIGN ENGINEER:PHONE: SYSTEM SIZED TO ACCOMODATE A 5 BEDROOM RESIDENCE: INSTALLATION GRANTED FOR THE FOLLOWING: 1500 GALLON,TWO-COMPARTMENT TANK, 1875 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 60 STANDARD INFILTRATOR CHAMBERS OF 44 QUICK-4 CHAMBERS IN SERIAL DISTRIBUTION. SPECIAL INSTRUCTIONS: ●DO NOT INSTALL IN WET WEATHER. ●RAKE BOTTOM OF TRENCHES BEFORE INSTALLING INFILTRATORS AND SIDEWALLS BEFORE COVERING SYSTEM. ●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: RAY MERRY DATE: October 13,2005 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 ABSORPTION OR DISPERSAL AREA:1875 SQUARE FEET (VIA 60 H10 BIODIFFUSERS IN 4 ROWS OF 15 EACH ) INSTALLED 1500 GALLON 2 COMPARTMENT PRE CAST CONCRETE SEPTIC TANK,LOCATION POINT FOR THE WEST CLEANOUT IS 120 DEGREES NORTH,39 FEET,AND THE EAST CLEANOUT IS 230 DEGREES NORTH,41 FEET 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:10/04/06 S*p Q4 Nb p�e(� APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE P.O. BOX 179, EAGLE, CO 81631 Eagle (970) 328-8755, Fax (970) 328-8788, El Jebel (970) 704-2700, Toll Free 800-225-6136 ISDS PERMIT #).0 0 Ll - OV BUILDING PERMIT # f)r ' 1 _705:!� INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $350.00 THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, OR SOIL PROFILE OBSERVATION) AND FINAL INSPECTION. ADDITIONAL FEES MAY BE CHARGED IF A RE - INSPECTION IS NECESSARY, OR A PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED. THE RE -INSPECTION FEE IS $55.00. THE PRE -CONSTRUCTION SITE VISIT FEE IS $85.00. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER." PROPERTY OWNER: AONC Z PHONE: ?)C� - 9 44 • � ZOO MAILING ADDRESS: 2;5 i3 -L LAGn C)Q- �oR j LA>>a--RoALrm FL 333l APPLICANT/CONTACT PERSON: V[ZStLi PHONE: z �,-? LICENSED SYSTEMS CONTRACTOR: Cxomez LICENSE # - d h b-U) COMPANY/ DBA: ( OLONNA cos-.�oc--n of j PHONE: .2-5 31- MAILING ADDRESS: &N Iq 67 < P_l FLc (0, L-�Sb PERMIT APPLICATION IS FOR: MNEW INSTALLATION [] ALTERATION ❑ REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: LEGAL DESCRIPTION: LOT pt: 41IL t es A _ TAX PARCEL NUMBER: 23gIIWcoo05 LOT SIZE: .yZ1 cQE.. a ASSESSOR'S LINK: httV://www.ea.lecounty.us/Goodturns/assessor/search.asp PHYSICAL ADDRESS: -TO 4>E DF ; EQM%N3EQ BUILDING TYPE: RESIDENTIAL/ SINGLE FAMILY ER( NUMBER OF BEDROOMS: 5 '� RESIDENTIAL/ MULTI FAMILY ❑ NUMBER OF BEDROOMS: COMMERCIAL/ INDUSTRIAL* ❑ TYPE OF USE: *THESE SYSTEMS REQUIRE DESIGN BY A REGISTERED PROFESSIONAL ENGINEER TYPE OF WATER SUPPLY: PRIVATE WELL [ SPRING ❑ SURFACE ❑ PUBLIC ❑ IF PUBLIC NAME OF SU APPLICANT SIGNATURE: AMOUNT PAID: RECEIPT #: i 'l CHECK #: 426�— DATE: �04 -403� October 4,2006 Mike Nunez 2513 Del Lago Dr. Ft.Lauderdale,FL 33316 RE:Final approval of Individual Sewage Disposal System ISDS Permit #:2404-04; Tax parcel #:239116400005;Property location:Lot 4,Spring Park Mesa Dear Mr.Nunez, 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 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 web site links provided on the Environmental Health Department’s home page at http://www.eaglecounty.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,your 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, Terri Vroman Administrative Technician IV cc:ISDS permit folder Eagle County Building Department Chrono efile Encl:Final ISDS Permit Informative materials Location pictures October 13,2005 Mr.Stan Gomez Colonna Construction 5403 County Road 320 Rifle,Colorado 81650 RE:Issuance of Individual Sewage Disposal System (ISDS)Permit #IS-2404-04;Tax Parcel #:2391-164-00-005;Property Location:Lot 4,Spring Park Mesa,Carbondale Dear Stan, Please find enclosed ISDS permit,number IS-2404-04 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:ISDS permit folders Chronological file Encl:ISDS Permit #IS-2404-04 Final Inspection Completeness Checklist 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# IS-2404-04 BUILDING PERMIT# BP-17055 OWNER: MIKE NUNEZ PHONE: 305-944-6200 MAILING ADDRESS: 2513 DEL LAGO DR., FT. LAUDERDALE, FL 33316 APPLICANT: STEVEN KOSKI PHONE: 970-963-6220 SYSTEM LOCATION: LOT 4, SPRING PARK MESA, TAX PARCEL NO. 2391-164-000-05 CARBONDALE LICENSED INSTALLER: STAN GOMEZ, COLONNA LICENSE NO. 33-05 PHONE: 970-625-3376 CONSTRUCTION DESIGN ENGINEER: PHONE: SYSTEM SIZED TO ACCOMODATE A 5 BEDROOM RESIDENCE: INSTALLATION GRANTED FOR THE FOLLOWING: 1500 GALLON, TWO -COMPARTMENT TANK, 1875 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 60 STANDARD INFILTRATOR CHAMBERS OF 44 QUICK-4 CHAMBERS IN SERIAL DISTRIBUTION. SPECIAL INSTRUCTIONS: • DO NOT INSTALL IN WET WEATHER. • RAKE BOTTOM OF TRENCHES BEFORE INSTALLING INFILTRATORS AND SIDEWALLS BEFORE COVERING SYSTEM. • 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: RAY MERRY DATE: October 13, 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 ABSORPTION OR DISPERSAL AREA: 1875 SQUARE FEET ( VIA 60 H10 BIODIFFUSERS IN 4 ROWS OF 15 EACH ) INSTALLED 1500 GALLON 2 COMPARTMENT PRE CAST CONCRETE SEPTIC TANK, LOCATION POINT FOR THE WEST CLEANOUT IS 120 DEGREES NORTH, 39 FEET, AND THE EAST CLEANOUT IS 230 DEGREES NORTH, 41 FEET 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: 10/04/06 Gr"'* 1H 0 crAech HEPWORTH - PAWLAK GEOTECHNICAL November 29, 2004 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeo@hpgeotech.com RECEIVED Steven Koski ��a� 10 Fender Lane SEP i Carbondale, Colorado 81623 ENVIRONMEN A .104837 HEA LTH DEPAR Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residence, Lot 4, Spring Park Mesa, Eagle County, Colorado. Dear Mr. Koski: 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 9, 2004. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Evaluation of geologic conditions that could potentially impact the lot are beyond the scope of our study. Proposed Construction: The proposed residence will be a single story wood frame structure over a walkout basement level located on the site as shown on Figure 1. The attached garage and basement floors are proposed to be slab -on -grade. Cut depths are expected to range between about 4 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 100 feet downhill to the southwest of the proposed residence. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at the time of our field exploration. An underground water storage tank is located uphill to the north of the building area. A gravel surfaced driveway and turn around has been constructed into the site. The ground surface in the building area is relatively flat with a gentle slope down to the south. There is about 4 to 6 feet of elevation difference across the building area. The terrain becomes steeper to the south with a moderate to strong slope. Vegetation consists of scattered scruboak and sagebrush, grass and weeds. Numerous basalt cobbles and boulders are exposed near the top of the ridge to the north of the lot. Scattered basalt and sandstone gravel and cobbles are exposed on the ground surface of the lot in the general building area. Parker 303-841-7119 0 Colorado Springs 719-633-5562 e Silverthorne 970-468-1989 -2- Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits in the building area and one profile pit in the septic disposal area at the approximate locations shown on Figure 1. Pit 3 was also excavated due to the variation in the subsurface profile between Pits 1 and 2. The logs of the pits are presented on Figure 2. The subsoils encountered in Pit 1, below about % foot of topsoil, consist of stiff to very stiff, slightly sandy to sandy silty clay to the pit depth of 11 feet. The soils exposed in Pits 2 and 3 consisted of about 1 foot of topsoil overlying relatively dense, silty sandy gravel with cobbles and small boulders to depths of 7 and 8 feet. About 1 foot of clay was encountered between the topsoil and gravels in Pit 3. Results of swell -consolidation testing performed on a relatively undisturbed sample of the clay soils, presented on Figure 3, indicate low compressibility under existing moisture conditions and light loading and a low expansion potential when wetted. Results of a gradation analysis performed on a sample of the gravels (minus 3 inch fraction) obtained from the site are presented on Figure 4. The laboratory test results are summarized in Table I. No free water was observed in the pits at the time of excavation and the soils 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 gravel soils designed for an allowable soil bearing pressure of 3,000 psf for support of the proposed residence. The clay soils have variable settlement/heave potential after wetting which could result in some post - construction movement and distress. The clay soils should be removed from beneath the building area or the building footprint moved to avoid the clay soils. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Clay and loose disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural gravel soils. 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 granular soils, excluding oversized rock, as backfill. Floor Slabs: The natural gravel soils encountered in Pits 2 and 3 are suitable to support lightly loaded slab -on -grade construction. The clay soils may be suitable for slab -on - grade support and should be further evaluated for settlement/heave potential at the time of construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce Job No.104 837 G, Otech -3- 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 gravel soils devoid of vegetation, topsoil and oversized rock. 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 1 Meet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: l) Inundation of the foundation excavations and undersiab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in Iandscape 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. Job No.104 837 G4�-gtech -4- 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percolation Testing: Percolation tests were conducted on November 11, 2004 to evaluate the feasibility of an infiltration septic disposal system at the site. One profile pit and three percolation holes were dug at the locations shown on Figure 1. The test holes (nominal 12 inch_sliameter by 12 inch deep)?were hand dug at the bottom of shallow r 4 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 Profile Pit shown on Figure 2 and consist of about 1 foot of topsoil overlying silty sand les and small boulders to the pit depth of 8 feet. The percolation test results are presented in Table 2. The percolation test results indicate an infiltration rate between 16 and 36 minutes per inch with an average of 26 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__ 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 Figure 1, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. 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. The lot is underlain by Eagle Valley Evaporite that is known to be associated with long term ground subsidence and sinkhole development in this part of the Roaring Fork River valley. The potential for future ground subsidence is considered low but the owner should be aware of the risk. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to 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. Job No.104 837 G(5&ech -5- if you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEQTECHNICAL, INC. � '�.0 RFG�sl,�_ Jordy Z. Adamson, Jr., P. 29707 s Reviewed by: to o., s/ONAk- E� Steven L. Pawlak, P.E. JZA/djb attachments Figure 1 — Location of Exploratory Pits and Percolation Test Holes Figure 2 — Logs of Exploratory Pits Figure 3 — Swell -Consolidation Test Results Figure 4 — Gradation Test Results Table 1 — Summary of Laboratory Test Results Table 2 — Percolation Test Results cc: Angelo Barry Barta — Attn: Aemilio Job No.104 837 PIT 1 PIT 2 PIT 3 PROFILE PIT 0 0 WC- 11.4 •.• o• ..� C1 � DD-109 � •�` U- I 5 : ._ = 5 I WC-15.7 1 O DD=81 10 LEGEND: L& ' NTOPSOIL; sandy silty clay, organics, firm, moist, dark brown. CLAY (CL); silty, slightly sandy to sandy with depth, occasional basalt fragments up to about 4 inches in size, stiff to very stiff, slightly moist, slightly calcareous and reddish brown to very calcareous and white below about 8 feet, blocky in upper 3 feet. GRAVEL AND COBBLES (GM); silty, sandy, occasional small boulder up to about 2 feet in size, dense, slightly moist, brown, subrounded to rounded rock, calcareous. 2" Diameter hand driven liner sample. Y Disturbed bulk sample. _ J NOTES: 1. Exploratory pits were excavated on November 10, 2004 with a Kobelco SK60 trockhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3 Elevations of exploratory pits were not measured and the logs of exploratory pits are drawn to depth. Pits 1 and 3 at about the same elevation. Pit 2 is about 6 feet lower. 4 The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. S. 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. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) +4 = Percent retained on the No. 4 sieve —200 = Percent passing No. 200 sieve 104 837 1 GEPWORT —PAW AK I LOGS OF EXPLORATORY PITS Figure 2 x C O N C O a x w C 0 .N a 0 U Moisture Content = 11.4 percent Sample of. Sandy Silty Clay From: Pit 1 at 3 Feet mill 11111 'Now.- 11111111E11111111 1,&N7 111111111 71 E111111111Exp�nsion upon ng lilllll■NIIIIII ■1111111■■1111111■■111111 �RII��IIIIII��IIIW 0.1 1.0 10 APPLIED PRESSURE — ksf 100 104 837 1 GEPWORT ICALWINC. 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U N Z J J cn LU Z = w W } H >- w O 5�a Y W Ix O J Co Co d LL 2 O cr. Ix O a a w = cn w a a� a O X 7, T > 00 Co U U bA w A >1 cn rig cis W w?x LL W 0MI a Z0Y) U � a c� or m w V N� 0: Ci w aaZo HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RESULTS JOB NO.104 837 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.IINCH) P-1 43 15 Water added 6112 5 1 112 16 9112 7 314 1 314 7 314 6 314 1 6 314 5 314 1 5 314 4 314 1 4 314 4 314 4 3 1 P-2 40 15 10 8112 1 112 26 8 112 7 314 314 7 314 7 114 112 7 114 6 314 112 6 314 6 314 6 5112 112 5112 5 112 P-3 46 15 7114 6114 1 36 6 114 5 314 112 5 314 5 114 112 5 114 4 314 112 4 314 4112 114 4112 4 112 4 3112 112 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on November 10, 2004. Percolation tests were conducted on November 11, 2004. The average percolation rates were based on the last three readings of each test. LSDS PERMIT # a� PERCOLA ON TEST N� EAGLE COMM ENVIRONMENTAL. uEsUR . OWNER: -PHSYSICAL ADDRESS: ors! LEGAL DESCRIPTION: L S 1 06 _ Asµ .� ,rtr / � MAILING ADDRESS: AL -ea - s f L W TYPE OF DWELLING, S, k F —) ER OF BEDROOM : S -� IMF*00000�IN�I��II�� 1 IIFI�� 1�MIE� � TEST HOLES PRE-SOAKED: YES NO SOIL TRvlE WATER DEPTH INCHES OF FALL RATE PROFILE of TIME TO DROP LAST INCH: PERC RATE: MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: �7"' .rea la°l htxp— ,�_ ,-�, � e fi �6 'r f � . � �s `/dam � 4�.�,�� h Oi *� AMP 'G ti ) r—rlcn •! t rt. ti, o co r t Z Qto N rp - N , Z co y- Q r CO,.". , coo O N CD U) ql CD � O 1 M.; + u c ' � U M' t y IS-2404-04 2391-164-00--005 Lot 4, Spring Park Mesa NUNEZ r escripti flask/action 1 follow-up /7!� TV O�bpiv start date -,n4,LJ completion date AV // / C�Gt ctcb S Vts�. k 6&v-e go :a6jK, * t 1&1,�-E. G i / L . ITAA UE f A ae Q % OD o qj Q PROJECT CONTACTS name phone/fox e-mail Aix 305-qqq -bdcv �s�s 625- 4 379 6a5-33-7G apS #P r n . eon a --- 31 documents enclosed NOTES C4 e-w e :..f: C C, G c 1 G c c• C W C p S N c� -� c v I a L G G [ {. V1, #� t J J f- � c-r� LV &-F. C- � ^A2-- k- � Yy_ � e" �-�C_ b Q7' (n e f I Ala.I( (laAw a�u,h a. �r� .. _ � � a %r�.�i y lie � � 4e 1 h � � e t,v �$ �•, # _ 1 % s f+r 1 � C � ,G e � � � ., c. � t• a c.. c.J-t o too i7•10 916 J►44y laCa tons T �40[wkS r{�4t^c iee.n>c Y)ep-y+tENGtGc _ CFI v 1� I-C. u6�5 ;r1 o� me s��d a1 h .. �� an�a& 19A JOID \ TI-- Lac ��ftbai3 As C� n � ca QQ 0 HIV_ a/c OL a� ;9u aw- Para m N ,� pocros Mato�- 2 i DS Fln�l Ias>�d4i Comn�tF4� ------:.. Tack is It SQ 0 gaL Tank Matuid _�'wd C � r� W a r � rrt � r, + jp r r- - C .w s 3z C cz nr a r e � o� Tank is located and Y � -�CVeCs Tank IS locDd .4�,1 �. 2 D de� � Z b T � t R O N_ p J T T d K k rI u Y 1� t r ~ 2 risers vN ►•�{,� {4 1% coff"4y 44 CJY'-Lt• " ~Tadk set levol. Tank lids within r of finished gm& Siva of field 6O unhs lineal & TechaalOU 14- f 0 [3�. d � � -t� � s e r 411 Ak eGsit✓enout ja instsUed in beta� tankand house(+ 1/100R� �T, *d goes down 14 inahas in the inlet and outlet of the UwL MOW fihw on o or Na _✓ Wet and oudd is sealed with tar t eft JTank has two eo®patments. with the h W compsI closet to the hour. Measure distance and relative direction to field S s' Z 4 o° N k r —^ "-" 4 .r- fay Depth of field ii. --ZSoil interface raked. ' Zlnspecdm portals at the and of each bench. Proper distance to setbacks. �+ e. �� , •o o D h f f.°x� 1z4>0N E�d^ �,•.Ib Chambers properly installed as per IDaaufachlres3 Spec'. (Ch$mbcn latched, end plates pr+ `installed, rocks removed from troche etc.) Splash plates) installed at least in first trench inlet rs Type of pipe used for building sewer lira li o , leach field L r 14 f d , • • 4.4 t gr -/ AO c Other Inapecdao meets Eegpiremmts. V C S, O k �a Go %,,e 0 Copy form to ius#alkr's file if recommendations for improvement were suggested. ACTION TAKEN: Po NL' Setbacks Well Potable House Property Lake Dry Tank Dnun Field Fiel 100� 25 20 10 50� 5�elS 0 Ta 10 50 10 5 10 50� * ■■■■■■■■■■!■■■®MEMO®■■� :l�i�� ■!®!®E■■■!■■(��■®�`l , ■■■ova■�®■■ �® Mai■■i��■��O�E�iri�■�ii■■®■■■ ■■■■■ME■■■Emommi�ii�mo WM■■EEM■■m �■■■■■■■■■■■li■ill■■Mi■■!■®■■■■ ONE ®i■■■■!■■■®■■■�■■■ ■■■■■®MEMO■ MEMO IN ■■■■■!■■■�■!■■■®■■EEOMME®MOO■ ■M■�■■■■■! ■■■!■M■■MEMOMEN ■E E■ ■■■ ■�■■■■■■■■■■■■■■■■!■■■!!MEMO■ ■!�■■■■■!■■■■■!■■E■EiEONENESS TO BE ISSUED IN SPRING 2006 Mr.Stan Gomez Colonna Construction P.O.Box 1968 Rifle,Colorado 81650-1968 RE:Issuance of Individual Sewage Disposal System (ISDS)Permit #IS-2497-05;Tax Parcel #2391-164-00-005;Property Location:363 Park Mesa,Carbondale Dear Licensed Systems Contractor, Please find enclosed ISDS permit,number IS-2497-05 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:ISDS permit folders Chronological file Encl:ISDS Permit #IS-2497-05 Final Inspection Completeness Checklist 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#IS-2497-05 BUILDING PERMIT#BP-17230 OWNER:MN CARBONDALE LLC PHONE:954-439-1448 MAILING ADDRESS:2531 Del Lago Dr.,Ft.Lauderdale,FL 33316 APPLICANT:Steven Koski PHONE:970-274-0944 SYSTEM LOCATION:363 Park Mesa TAX PARCEL NO.2391-164-00-005 LICENSED INSTALLER:Stan Gomez,Colonna Construction LICENSE NO.33-05 PHONE:970-309-4479 DESIGN ENGINEER:PHONE: SYSTEM SIZED TO ACCOMODATE A 1 BEDROOM RESIDENCE: INSTALLATION GRANTED FOR THE FOLLOWING: GALLON TANK, SQUARE FEET OF ABSORPTION AREA CREDIT VIA SPECIAL INSTRUCTIONS: 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: DATE: CONDITIONS: 1.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104,1973,AS AMENDED. 2.THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS.CONNECTION TO,OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT,AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3.CHAPTER IV,SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS,ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET (VIA ) INSTALLED GALLON SEPTIC TANK LOCATED DEGREES AND FEET INCHES 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: