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Home My WebLink About4275 Frying Pan Rd - 246702302001INDIVIDUAL SEWAGE DISP®SAL 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. REPAIR PERMIT NO. 1759-98 BP NO. OWNER: ROBERT M. ADAMS PHONE: 970-927-3380 MAILING ADDRESS: P.O. BOX 22. BASALT. CO 91621 APPLICANT: SAME PHONE: SYSTEM LOCATION: 4275 FRYING PAN RD., BASALT. CO TAX PARCEL NO. 2467-023-02-001 LICENSED INSTALLER: ZAMORA EXCAVATING. JOE ZAMORA LICENSE NO. 29-98 PHONE: 970-963-1399 DESIGN ENGINEER: PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1250 GALLON SEPTIC TANK 1125 SQUARE FEET OF ABSORPTION AREA. VIA 37 INFILTRATOR UNITS AS REQUESTED BY INSTALLER SPECIAL REQUIREMENTS: INSTALL INSERIAL DISTRIBUTION IN TRENCHES, WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE. AND INSPECTION PORTS IN EACH TRENCH. MAINTAIN 100' SETBACK FROM WELL. AND 50' FROM WATER COURSES. DO NOT INSTALL IN WET WEATHER OR SOIL. CALL ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALL- ATION. ENVIRONMENTAL HEALTH APPROVAL:��L DATE: MARCH 11 1998 CONDITIONS: I. 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: 1147 SQUARE FEET (VIA 37 INFILTRATOR UNITS ) INSTALLED 2-COMPARTMENT CONCRETE, SEPTIC TANK: 1250 GALLONS IS LOCATED 180 DEGREES AND I FOOT FROM THE CLEANOUT. COMMENTS: THE EXISTING CAST IRON SEWER PIPE FROM THE HOUSE TO THE TANK WAS NOT REMOVED. BUT THE REMAINING PIPE WAS REPLACED WITH PVC PIPE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. i ENVIRONMENTAL HEALTH APPROVAL in DATE: MARCH 18. 1998 (Site Plan MUST be attached) ISDS Permit # - 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) * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: :�iT= :�i�? T 1 9 "Al S' PHONE : (7741) 9� � 33,Ye MAILING ADDRESS: Bc�C �2 p �i`S�i'•� �'Ca APPLICANT/ CONTACT ERSON : )l eitJV ''% Aj. 49&,9,24 1, PHONE: 4 ) 7r d',3 7 MAILING ADDRESS: 7e � � . .� +�jZ ,�L+ Cyr 0qSiZ.Z14 LICENSED ISDS CONTRACTOR: PHONE: (27a COMPANY / DBA : Z'09A4 �',r1 xc ' ADDRESS: r/G 3 ************************************************************************** PERMIT APPLICATION IS FOR: ( ) New Installation ( ) Alteration (X4) Repair ************************************************************************** LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: ,LPJ 1I l4palju &cwl- Building Permit # (if known) Legal Description: Subdivision: Cc��+�w'�/)��xc�� 1ing:_Block: Lot No.� Tax Parcel Number: Lot Size: Street Address: BUILDING TYPE: (Check applicable category) Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: ( Well ( ) ( ) Public Name (Check applicable category) Spring ( ) Surface of Supplier: *These systems require design by a Registered Professional Engineer SIGNATURE: �t'c�- `� .�-z,�rz�.. Date: TO BE COMPLETED BY THE AMOUNT PAID: �� W-OA,� 6-&q-, COUNTY RECEIPT CHECK #: uG DATE: 5 h q F CASHIER: Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 DATE: March 11, 1998 TO: Zamora 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 Repair Permit No. 1759-98, Tax Parcel #2467-023-02-001. Property Location: 4275 Frying Pan Rd.,Basalt, CO., Adams residence. Enclosed is your ISDS Permit No. 1759-98. It is valid for 120 days. The enclosed copy of the permit must be posted at the installatio ite. 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 Enclosure: ISDS Final Inspection Completeness Form Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO March 18, 1998 Robert M. Adams P.O. Box 22 Basalt, CO 81621 Eagle County Building P.O. Box 179 500 Broadway Eagle. Colorado 81631-0179 RE: Final of ISDS Permit #1759-98, Tax Parcel #2467-023-02-001. Property location: 4275 Frying Pan Rd., Basalt, CO. Dear Mr. Adams: 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, � i l Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Informational Brochure Final ISDS Permit cc: files ISDS Permit # 17S`7-e1�l Date T `" Final Inspection .)leteness Form Tank is Z Z 5� gal. Tank Material L� Tank is located ft. and /�o`degrees from (permanent landmark) Tank is located ft. and degrees from (permanent landmark) Tank set level. ✓~Tank lids within 8" of finished grade. Size of field �ftz 3-7 units lineal ft. Technology l 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. Inlet and outlet is sealed with tar tape, rubber gasket etc. 7-Tank has two compartments with the larger compartment closest to the house. t Me sure distance and relative direction to field. Depth of field °� 2'-3 ft. —Ap'Soil interface raked. v Inspection portals at the end of each trench. proper distance to setbacks. ��,j v Chambers properly installed as per manufacturers specifications. Chambers latched, end plates properly inst lied, rocks removed from ..trenches, etc.) Type of pipe used for building sewer line AAW— 2L&A leach field /U�u Other 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 m " SH -ne &M 9 0 41 !:Cr.rf-'"iETCU �oJE� ",4 a4MS A� K our �G i1 050 r?2ll� bjadt,,,�e l I a 5 -�Z x• S � 3 L• 3 -a� u�u-� i�..az� - - ----- - -- � .�► urn �� _ ' HepwortnFawiak be0tecn {LL:'-1U6-J4t,-6454 r '� - V rear UJ Jz� 1') :2U Nr . UUJ F. U2 HEPWORTH-PAWLAK Ccum-CHNICAL, INC. March 9, 1998 5020 Road 154 Glenwood springs, Co 81601 Fax 970 945.8454 Phone 970 945.7988 Zamora Excavating 17453 Highway 82 Carbondale, Colorado 81623 Job No. 198 173 Subject: Percolation Testing, Replacement of Existing Septic System, 4275 Frying Pan load, Eagle County, Colorado. Dear Mr. Zamora: As requested, we have conducted percolation testing at the subject site to provide soil percolation rates for replacing the existing septic disposal system. The work was done based on our Professional Services Agreement letter to you dated Marcia 3, 1998. An 8 foot deep profile pit and three shallow backhoe pits were dug on March 4, 1998. Percolation test holes were hand dug (about l foot deep by 1 foot in diameter) at the bottom of the shallow backhoe pits. The test holes were soaked with water and protected from freezing overnight with rigid foam insulation, The subsoils observed in the profile pit consist of about l foot of topsoil and 2 %x feet of sandy gravelly silt and clay overlying relatively dense silty sandy gravel with cobbles to the maximum depth explored, 8 feet. Results of a gradation analysis performed on the sandy gravel (minus 5 inch fraction) are shown on Fig. 1. Groundwater was not encountered in the profile pit and the subsoils were slightly moist.r�iiL�- p6 -`lugL&u*�i r1,. - �� i rn1 Percolation tests were performed on March 5, 1998 by a representative of Hepworth- Pawlak Geotechnical, lne. At the time of the tests no frost was observed in the test holes. The percolation test results (shown on Table I), indicate an infiltration rate between 13 and 30 minutes per inch with an average of 19 minutes per inch. Based on the subsurface conditions encountered and percolation test results, the tested site appears suitable for a conventional infiltration septic disposal system. The syst.cm should be based in the sandy gravel and cobble subsoils. If you have any questions or if we can be of further assistance, please call our of'lice. Sincerely, HEPWORTH-PAWLAK G1EOTECHNICAL, INC. Trevor L. Knell Reviewed by: �(��,pOl1RE Daniel E. Har n E."" 3AAp TLK/rso attachments cc: Eagle County Kohl (fax only) .1t,QWUI 1!11-dW1dK. l.7CUGC" i! ICL•JUJ-�4J-04J4 III dI Q'j y0 1J•Ll IVU.UUJ r.UL{ rvt� HEPWORTH-P,AWLAK GECTECHNICAL, INC. iULTS JOB NO. .. 173 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 DATE (MINJINCH) P-1 53 is water added water added 9 7la 1'/3 13 9 h 8 Y4 1 Y, 8'/4 7 1 % 127a 10r/a 2 1 tl�ta 9 1 r/a g 7 % 1 Y, 7:/ 6% 114 P-2 52 15 water added water added $ 7'/4 % ' 91A 8Y6 % 83/a 7 % % 7=l• 714 5r6 9 8'la 7 % 7'/• 7Y4 '/: i P-3 ! II 55 15 water added water added water added 10 8'/a 1 r/a 13 11 9'/4 1 Y4 9'/4 7 % 1 '/a 7T4 13/a 13,b 1011/6 9'/6 15/a 9 77 V4 1 'A 9'/4 81/8 7 1 11/6 Neste, Percolatlon tosts were performed on March 5, 1998, The percolation rates were based on the average of the last two readings, depwortnrawiaK 1jeotecn ILL;OUO----14�-6454 11 a r I U � K I,'-) ; '-) ( NO . UU'j r . U2 HEPWORTH-PAWLAI< GEOTECRNICAL, INC. March 9, 1998 Revised March 10, 1998 SM Road 154 Glenwood Springs, CO 81601 Fax 970 045-8434 Phone 970 945-7968 Zamora Excavating 17453 Highway 82 Carbondale, Colorado 8162.3 Job No. 198 173 Subject: Percolation Testing, Replacernient of Existing Septic System, 4275 Frying Pan Road, Eagle County, Colorado. Dear Mr. Zamora. As requested, we have conducted percolation testing at the subject site to provide soil percolation rates for replacing the existing septic disposal system. The work was done based on our Professional Services Agreement letter to you dated March 3, 1998, An 8 foot deep profile pit and three shallow backhoe pits were dug on Match 4, 1999. Percolation test hole;; were hand dug (about I foot deep by I foot in diameter) at the bottom of the shallow backhoe pits. The test holes were soaked with water and protected from freezing overnight with rigid foam insulation. The subsoils observed in the profile pit consist of about I foot of topsoil and 2 V2 feet of sandy gravelly silt and clay overlying relatively dense silty sandy gravel with cobbles to the maximum depth explored, 8 feet. Results of a gradation analysis performed on the sandy gravel (minus 5 inch fraction) are shown on Fig. 1. GroLindwater was not encountered in the profile pit. The gravel subsoils were slightly moist and there was no evidence of past groundwater. Percolation tests were perfornied on Match 5, 1998 by a representative of Hepworth- Pawlak Geotechnical, Inc. At the time of the tests no frost was observed in the test holes. The percolation test results (shown on Table 1), indicate an infiltration rate between 13 and 30 minutes per inch with an average of 19 minutes per inch, Based on the subsurface conditions encountered and percolation test results, the tested site appears suitable for a conventional infiltration septic disposal system. The system should be based in the sandy gravel and cobble subsoils. If you have any questions or if we can be of farther assistance, please call our office. Sincerely, HEPWORTII-PAWLAK GEOTECHNICAL, INC. Trevor L. Knell Reviewed by: Daniel E. Mardi 'YLKI/rso attachments Eagle County - Attn: Janet Kohl (fax only) HepwortnFawiaK ueotecn ILL:6U,,`J4b-�4bA mar lu 9�>, 16:�1 Ilo.UU9 FU6 NOT TO SCALE DRAINAGE �osjv�G E fex* EXISTING DRIVEWAY 28' 7 71, P 1 1' P 2, — 14' p 3 20' C) 2 4r7oP 2 PROFILE PIT 10' 198 173 HEPWORTH - PAWLAK LOCATION OF PERCOLATION TEST HOLES I._ Fig.., GEOTECHNICAL, INC. Hepworthl'awlak tjeotech IEL.3U5-945-8454 hear 10 08 15t58 No.000 P.05 PERCOLATION TEST RESULTS JOB NO, 198 173 MOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER OEM AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MINANCH) P•1 53 15 water added wafer added 9 7 A 11/2 13 11'f+ 9 1 % $'f+ 7 12'/r 10% 2 10% 9 1 r/a 9 7% 1'/4 7 GIs fiWa 11/0 P-2 52 is water added water added S 7'/a 30 91/8 8% �+ 8% 7 % 7% 71/e �a 9 S'/: Th 7 7{ 71/4 7 i/a 6 % '%z P-3 55 15 water added waxer added water added 10 61/8 1 T/e 19 11 9'/a 1 % 9'/i 7% 1 % 7% 6% 1% 10'/6 9A 9'h 7% 1 7% 6''A 1'f+ S,h 7 11/9 Note: Percolation, tuts were performed on March 5, 1999. The percolation rates were lased an the average of the last two readings. Lk , Yu2c Setxx�t PQ , 7 q BEES -a rval-,-,20/�, CBO Inc. t."�°= 33 Four Wheel Drive Road t �o p( �' Carbondale, CO 81623 cell) 970-309-5259 carla.ostbe[g(c gmail.com September September 11, 2019 Christy Clettenberg christyc masonmorse.com Onsite Wastewater Treatment System (OWTS) Inspection 4275 Frying Pan Road Eagle County, Colorado Christy, As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) inspection at 4275 Frying Pan Road, Basalt, Colorado on September 11, 2019. The legal description of the 8.275-acre property is as follows: Subdivision: ADAMS MINOR SUBDIVISION Lot: 1 R806074 MAP 09-04-02 R914098 AFF/DC 04-22-05 R200704180 SWD 02-07-07 Parcel ID: 2467-023-02-004 There are two residences on the property served by two separate OWTSs. The record drawings and permits (enclosed) were provided by Eagle County Environmental Health Department. Main House The subject OWTS consists of one 1250-gallon, two -compartment concrete septic tank followed by a soil treatment area (STA) comprised of 37 'Standard' Infiltrator® chambers connected serially, with the first trench having 12 chambers, second trench 11 chambers, third trench 10 chambers, and fourth trench 4 chambers. The OWTS was sized to accommodate 4 bedrooms. Individual Sewage Disposal System (ISDS) Permit 1759-8 documents this system. The permit received final approval on March 18, 1998. 41 A clean out is located between the house and the septic tank. It is noted in the permit that the cast iron line from near the house was not replaced at the time this new system was installed. Cast iron is prone to clogging and deterioration. We recommend this section of line be explored with a camera to better assess the condition of the old portion of pipe. The septic tank is located south of the residence. Both septic tank lids were accessible from grade, but the outlet lid is located under a bush. We recommend removing the bush. Risers bring access to grade, with 2-feet on the inlet side and 1-foot on the outlet side. Both inlet and outlet tees were present. We recommend adding an effluent filter to the outlet side of the septic tank. If added, this filter must be cleaned annually, or as needed. Liquid levels in the septic tank were normal at the time of our inspection. The septic tank was pumped by B&R Septic. We walked the approximate STA and found no evidence of surface saturation or failure at the time of our inspection. We observed one inspection port in the STA and found that it was dry. OOM CJ W u LLM Recommendations: • Explore section of sewer line near the house that is cast iron to better assess the condition as cast iron is prone to clogging and deterioration. • Remove bush growing over septic tank. • Add effluent filter to outlet side of septic tank. If added, the filter must be cleaned annually, or as needed. Guest House The subject OWTS consists of one 1000-gallon, two -compartment concrete septic tank followed by a soil treatment area (STA) comprised of 38 'Quick 4' Infiltrator® chambers connected serially. The OWTS was sized to accommodate 2 bedrooms. Individual Sewage Disposal System (ISDS) Permit IS-2463-05 documents this system. The permit received final approval on September 19, 2005. A clean out is located between the house and the septic tank, under the deck. The septic tank is located on the hillside to the west of the residence. Both septic tank lids were buried but dug up for the inspection. We recommend adding 6-inches to 1-foot of riser to the outlet side of the septic tank for better accessibility. Levels in the septic tank were over -full at the time of our visit. The outlet filter was plugged, and once pulled, effluent flowed normally out of septic tank. Both inlet and outlet tees were present. The outlet tee with the filter was angled downward, which is an indication of settling. We recommend repairing this pipe. The septic tank was pumped by B&R Septic. We walked the approximate STA and found no evidence of surface saturation or failure at the time of our inspection. We observed inspection ports in the STA and found that all were dry. Recommendations: • Add 6-inches to 1-foot of riser to the outlet side of the septic tank for better accessibility. • Fix outlet pipe so it is not angled downward out of septic tank. • Clean effluent filter annually, or as needed. This evaluation is not a guarantee of future system performance. Disclaimer. This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector's expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, W as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any Um particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, (a_ 68--�&As Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 110441TC Exp. April 2020 Clean out before septic tank / note bush over outlet side of septic tank Inlet tee Concrete peeling from riser :W . outlet tee (note deterioration of concrete riser) OSM a Q Q W C.� LL LL 0 View of approx. STA View of inlet and outlet tees during pumping Clean out under deck view of inspection port 0 Cj LU LL U 0 View of septic tank lids on hillside Levels over -full Pulled filter (filter cleaned at time of pumping) recommend adding riser to outlet side filter clogged a 0 W C.� LL LL 0 i ..tA Rl— K-M 3 = � .t yrf, __ to �. 1 ` '•� � }1 d y '. ... 4 �F s r�L IL _