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HomeMy WebLinkAbout6903 Bellyache Ridge Rd - 210704201004EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway e Eagle, Colorado 81631 J ~? Telephone:328-8755 { -- YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1520 Please call for final inspection before covering any portion of installed system. OWNER: Donald Montague PHONE: (816)566-2508 MAILINGADDRESS: 12310 S. Outerbelt Rd. city: Lone Jack state: MO ZIP: 65070 APPLICANT: Donald Montague PHONE: (816) 566-2570 SYSTEM LOCATION: 6903 Bellyache Ridge Rd. TAX PARCEL NUMBER: 2107-042-01-004 LICENSED INSTALLER: Ground Control Excavation, Inc. LICENSENO: 17-95 DESIGN ENGINEER OF SYSTEM: —R--- Zr —Ne-1� LRP Engineering INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 2000 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 1404 SQUARE FEET OF TRENCH BOTTOM, via infiltrators units(39)as per design. SPECIAL REQUIREMENTS: Install as per engineer's design. Also, compact soil at the end of trench pipe runs connecting trenches. n ENVIRONMENTAL HEALTHAPPROV/tl: DATE: October 5, 1995 CONIDITIONS: 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 CAUSE FOR 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 SHAH 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: 1404 SQUAREFEET. via 39 infiltrators as per design INSTALLED SEPTIC TANK: 2-10no GALLON DEGREES42 FEETFROM the building, see site plan, SEPTIC TANK ACCCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY _x YES —NO C40MPLIANCE WITH COUNTY / STATE REQUIREMENTS: x YES —NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS:nQineer f�na1 �nGnPcriop re�eivPcf 11-19-A6 ENVIRONMENTs4LHEALTH APPROVAL: <'I jri ; '..+ DATE:NOyember 20, 1996 ENVIRONMENT/gL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGEN T: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # SENT BY: 8-10-35 ; 14:24 ;Gommunityveveiopmeni- 10iO4/100j0,* li 0 (Site Plan DUST be attached) ISDS Permit # ���� -6 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: MAILING ADDRESS: PHONE: APPLICANT/CONTACT PERSON: g'AM10er PHONE: ( ) MAILING ADDRESS: LICENSED ISDS CONTRACTOR: h-•/9. NFL -fife 'E!' COMPANY/DBA: ADDRESS: PHONE: ( ) PERMIT APPLICATION IS FOR: (�f New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # 1/2) Z ?� (if known) Legal Description: Subdivision '�-jjuj2„r Filing:_Block: .Lot No. �_ Tax Parcel Number: "% - (2 �Y- Z-- e <j Lot Size:, Street Address: BUILDING TYPE: (Check applicable category) (�C) Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable Category) Y) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These syst SIGNATURE: *********** Number Number Type - of Bedrooms of Bedrooms ire design by a Registered Professional Engineer Date: /S _ TO BE COMPLETE BY THE COUNTY AMOUNT PAID: 97 RECEIPT CHECK #: DATE: <3 €t 3 q1, j CASHIER: ui CL LLJ F- V) < C) LLI F- U -j < a) C) F- uj tz LL' Lu CL C) Z: LLJ Lj 1 1 12 C) LU LJ LU I= Cl CC LL- C) LU < Ct LU (D _-m LU CD -j 4c qc C\j LLJ F- c:r Go -IR C) cli (n LU X, Ct LUCL in cli LU � fV C'Q N% LU 'Z-j %. m LU r4 11 V) < to -j uj LU (D CD CD u < L" LU cr uj V) uj -j CDI V) LU < P-4 Z: 2: M: CD ::c -j uj im uj M: w CZ w Z: w m w M: C-) LU CD uj CD uj CD uj E nter-n Engineering L SOILS AND FOUNDATION INVESTIGATION FOR LOT 6, BELLYACHE RIDGE SUBDIVISION FILING NO. 2 EAGLE COUNTY, COLORADO PREPARED FOR: JOHN WALLY Suite 402 3100 Arapahoe Boulder, CO 80303 PROJECT NUMBER V-6065G DUNE 1986 Box No. 978 1420 Vance Street Avon, Colorado 81620 Lakewood, Colorado 80215 949-5072 Denver 893-1531 Phone:232-0158 CONCLUSIONS 1. Subsoil conditions are fairly uniform over the site with one-half to one foot of organic topsoil underlain by weathered bedrock of volcanic origin. SCOPE 2. The proposed residence should be founded on conventional spread footings designed for a maximum soil bearing pressure of 2000 psf. This report presents the results of a Soils and Foundation Investigation for the proposed residence located on Lot 6, Bellyache Ridge Subdivision Filing No. 2, Eagle County, Colo- rado. The investigation was prepared by means of test pits and laboratory analysis of samples obtained from these test pits. This investigation presents a description of surface and subsurface conditions encountered at the site, recommended foundation systems, allowable design pressures, and groundwater conditions as well as design and construction criteria influenced by the subsoils. SITE LOCATION AND DESCRIPTION The site is located on Lot 6, Bellyache Ridge Subdivision Filing No. 2, near Wolcott, Colorado. The topography of the lot consists of rolling--hil-Is with scattered rocks on the SITE LOCATION AND DESCRIPTION -.continued surface. Vegetation consists of aspen tress, bushes, sage, grasses and wildflowers. Drainage is to the northwest and southeast of the location of the proposed residence. SITE INVESTIGATION The field investigation performed on June 16, 1986, con- sisted of excavating, logging, and sampling two test pits. The locations of the test pits are shown on Drawing No. 1. Summaries of the test pit logs are detailed on Figures No. 1 and 2. The test pits were excavated with a conventional backhoe. Bulk samples of the soil Were. obtained since subsurface conditions prevented the removal of undisturbed samples. SUBSURFACE AND GROUNDWATER CONDITIONS Refer to the summary of test pits, Figures No. 1 and 2. Subsurface conditions are fairly uniform, with one-half to one foot of organic topsoil, underlain by weathered bedrock of volcanic origin. No overlot grading has been done prior to this investi- gati on. No groundwater was encountered in any of the test pits at the time of excavation.-_ PROPOSED CONSTRUCTION No specific design data has been provided, but for the purpose of this analysis, it has been presumed that the proposed residence will consist of two floors with a basement, and that loads will be light. If the proposed project differs signifi- cantly from this understanding, a review should be made after the plans are more complete. FOUNDATION RECOMMENDATIONS Weathered bedrock of volcanic origin will be encountered in the excavation. The bedrock will be less weathered with increasing depth. The proposed residence should be founded on conventional type spread footings designed for a maximum soil bearing pressure of 2000 psf. At this pressure, founda- tion settlements will be tolerable. It would be advisable to "proportion footings so as to minimize differential settlements. The bottom of the footing should be placed a minimum of 48 inches below final grade for frost protection. SLAB CONSTRUCTION The upper natural soils will provide adequate support for slab -on -grade construction. If clean, granular soils are imported to be used as select fill no problem with capillary rise of moisture will occur. However, if the select fill C ---- SLAB CONSTRUCTION - continued contains some clays or fine materials there is always the possi- bility of capillary rise of moisture. We suggest that the plans and specifications be prepared with a specified minimum of 4 inches of clean, washed gravel immediately under the floor slabs. The purpose of this clean, washed material is to break capillary rise of moisture to avoid problems with bonding of asphalt tiles to floor slabs and other problems associated with minor amounts of 'moisture. We suggest densifying the surface of fill or natural soils with a vibratory type compactor immediately prior to placement of floor slabs. Slabs should be constructed in accordance with ACI recommendations to minimize the risk of shrinkage problems. Slabs should be scored into maximum 200 square foot areas to localize and control any cracking. GROUNDWATER AND DRAIN SYSTEM While little or no groundwater was encountered at the time the field investigation was conducted, it is possible that sea- sonal variations will cause fluctuations, or for a water table to be present in t-he upper soils during the spring montns, or after a prolonged period of rain. A peripheral drain system, as detailed on Figure No. 3, should be installed. REINFORCING Foundation walls should be well -reinforced to minimize the effects of differential movements. Refer to foundation designs for reinforcing details. CRAWL SPACE COVER When moist soils are encountered in the excavation, the ground surface in crawl space areas should be covered with an impervious moisture barrier sealed against the footings. This will help to reduce humidity in the crawl space area.and will also prevent the moist foundation soils from drying and shrink- ing, which could possibly cause the structure to settle. BACKFILL AND SURFACE DRAINAGE Backfill should be moistened or dried to near its optimum moisture content and compacted to at least 90% of the maximum standard Proctor density. Structural backfill should be com- pacted to at least 95% of the maximum standard Proctor density. Excessive wetting or drying of the exposed soils in the founda- tion excavation and under -slab areas should be avoided. Surface water running toward the structure from upslope areas should be diverted around and away from the building by means of drainage swales or other similar measures. The final grade should have a positive slope away from -6 BACKFILL AND SURFACE DRAINAGE - continued the foundation walls on all sides. A minimum of 12 inches in the first ten feet is recommended. Downspouts and sill cocks should discharge into splash blocks that extend beyond the limits of the backfill. Splash blocks should slope from the foundation walls. The use of long downspout extensions in place of splash blocks is advisable. LAWN IRRIGATION Do not install sprinkler systems next to foundation walls, porches or patio slabs. If sprinkler systems are installed, the sprinkler heads should be placed so that the spray from the heads, under full pressure, does not fall within five feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. If the future owners desire to plant next to foundation walls, porches or patio slabs, and are willing to assume the risk of structural damage, etc., then it is advisable to plant only flowers and shrubbery (no lawn) of varieties that require very little moisture. These flowers and shrubs should be hand - watered only. MISCELLANEOUS Foundation footin-g-s sfrould bear on the weathered bedrock. MISCELLANEOUS - continued The contractor is directed to those items covered under BACKFILL AND SURFACE DRAINAGE and LAWN IRRIGATION. Attention should be given to diversion of water running toward the structure from upslope areas. The elimination of the potential sources of excess water will greatly minimize the risks of construction on this site. Thus report has been prepared for the exclusive use of John McNally for the specific application to the proposed resi- dence located on Lot 6, Bellyache Ridge Subdivision Piling No. 2, Eagle County, Colorado. The findings and recommendations of this report have been obtained in accordance with accepted professional engineering practices in the field of Foundation Engineering and Soil Mecha- nics. There is no other warranty, either expressed or implied. Sincerely, ``\\`\\\�����uuu►aurrir,��� INTER -MOUNTAIN ENGINEERING, LTD. �7 omas .Allen, P.E. ';?`� 93 �F-ri,oject Engineer TEST LOCATION PROPOSED RESIDENCE LOT 6, BELLYACHE RIDGE SUBDIVISION FILING NO. 2 EAGLE COUNTY, COLORADO FOR JOHN _MCNALLY uuwjV SYR I SCALE I imm PI T NO. 1 4v I o F �v 5 0 HA 15 DESCRIPTION OF MATERIAL ORGANIC TOPSOIL with intermittant cobbles WEATHERED BEDROCK OF = VOLCANIC ORIGIN with some silt and organic - matter WEATHERED BEDROCK OF VOLCANIC ORIGIN Bottom of excavation, 8'I No groundwater encountered SUMMARY OF TEST PITS PROPOSED RESIDENCE LOT 6, BELLYACHE RIDGE SUBDIVISION. FILING NO. 2 EAGLE COUNTY, COLORA_DO FOR JOHN McNALLY - DRAwN SYl SCALE DATE, REMARKS PROJECT Na- V-6065 FIGURE NO.1 1 �°/T NO. 2 41 �� DEPTH IN FEET o DESCRIPTION OF MATERIAL WEATHERED BEDROCK OF 18ottom VOLCANIC ORIGIN with some silt and organic matter 5 of excavation, 5' No groundwater encountered 10 SUMMARY OF TEST PITS PROPOSED RESIDENCE LOT 6, BELLYACHE RIDGE SUBDIVISION FILING NO. 2 EAGLE COUNTY, COLORADO FOR JOHN McNALL-Y- DRAWN BY, SCALE, DATE, PROJECT NO.s V-606 FIGURE NO.1 2 REMARKS Foundation Wall l PoIyethe1ene Moisture Barrie glued to foundation wall Backfill moistened well compacted \ r #15 Felt Paper Minimum of 6" of 3/4 inch gravel '4" Diameter Perforated Pipe sloped a minimum of 0.25s to sewer lateral subdrain, sump pump or daylighted DETAILS OF PERIPHERAL DRAIN SYSTEH FOR FOOTING TYPE FOUNDATION FIGURE 3 ill JHN '21'U12:1b NO.UUI F.U6 !I - - -- -7(a Ill- JHN 21•U1 2:14 N0.UU1 F.U2 pQst-ir Fax Note 7671 July 10,1996 Mr. Tony Van Galis R.A. Nelson P.O. Drawer 5400 Avail, CO 81620 RE; Inspection of Septic System Installation Montaguc 11"idence 1416, Bellyache Subdivision Filu18 Na. 2 Eagle Count)" Colorado Project No, 9544 Dw Tozy. Y0_1 ' L `I �o Le Pha onq M 44Xa i , '� +�i•, pp�ie'' t .fit the request from W. Bob Mahan, from Ground Control, on October 10, 1995 and on July 2, 1996, we visited the cti=}struction site on Lot 6, Bellyache Subdivision 1=ilin$ No. 2 in Eagle. County, Colorado, The Purpose of our site visits wall to observe the installation of the septic system. The system was 111stalled in overall carnpliance with the Smptic system design, Drawing No. 9544SD.DWCx, dated October 3, 1995. Thoy installed two 1000-gallon, precast Concrete, septic tanks by Copland Concrete. The first tank: was N6th orte cpmisartment and the second was with two compartments. From the first tank to the second tank, there was a 4-inch drop, Horizontal distance between the tanks was 8 inches. The tanks were level. Sf,,vver cicanout was installed hear the residence, 15 feet cast fi'on, the southernmost building comar, 1 already talked to Mr. Callahan to correct the slope of tli�, building sewer fron, the housa tc� the septic tank:. The slope was inconsistent with dw recUzM00ndations. liaising the, Support under the middle of the pipe will bring the slope between 1./8 and 114 inch per foot. The distance f om the building to tlse septic tank was 42 feet. ROM, the septic tank to a 90p an8le in the delivery pipe there was 21 feet of 4-inch diameter solid pvc. East from t11e angle, to the first infiltrator chamber, the distance, was 11 feet. 'shirty -nine, Standard Infiltrator Chambers were installed in three trenches, with serial distribution. In the last infiltrator of each trench, cleanout ports were installed. Horizontal distance from center to center of the trenches, was 10 feet. r'Jl piping was SDR-35, 4-inch pvc. The soil profile in the trenches was conMswnt with the soil exposed in the profile ))isle, if you have. p,`�}il���lea; a do not hesitate to call. LXP Entineeri � J i Luiza Petrovska, P f�N\_- President ��� ` 0:+Of4 rjr,,WVWTrAWi'CMM 4405r).LET F.o, Box 1452, Avon, Colorado 81620 ° (970) 827.9{PS Tti ® (970) 827.9%9 Fax 1520-95 Ta:k Pajrcel#2107-04,2"U1,-004 Bellyache -Ridge MONTAGIjE JOB NAME 'Filing 2,-,- Lot 6903 Bellyache Ridge Rd. rOBLOCATION BILL TO DATE STARTED DATE COMPLETED 15 q(0 j Ll DATE BILLED JOB No. l 7 Ahv,�- -ek- , -z PI CiA— If "14 70� JOB COST SUMMARY TOTAL SELLING PRICE 'TOTAL MATERIAL 144 rz LABOR INSURANCE I I zf--IA i xe&� 4,p-,b4 SALES TAX p, i C, C/ MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLINGPRICE NET L PROFIT I T:j JOB FOLDER Product 278 J�e NEW ENGLAND BUSINESS SERVICE. INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A. 0 001 GRAPHIC SCALE 0 10 10 40 so / t IN FEET 1 inch 20 tL / J / � PROPOSED WELL r/• 8710 /./ 8706 8704 8702 �. STANDARD /NRL TRA TOR : CHAMBER (SEE DETAIL) CL.EANOUT PORT AT / END UNIT (TYPICAL) PERC NO.1 iiil i: CLEANOUT PER NO g 4-INCH DIAMETER BUILDING SEWER / 9 AT 1/4-INCH PER FOOT A/AX/AlUM SLOPE PROFILE HOLE NO.1�..• 2000 GALLON TWO COMPARTMENT ✓ CONCRETE SEP77C TANK BY / / PERC NO.2 6690 FRONT RANGE PRECAST CONCRETE OR EQUIVALENT/ /' / ' 4—INCH D/AMETEK SOLID PVC / / ''8694 GRAVITY PIPE / �. ` /, �. i / • / /. 8692 / PROFILE HOLE N0.2 8700 i 13696 6gA SERIAL DIS7RIBU77ON / (SEE DETAIL A —A) 8690 8680 qq` DETAIL A — A N. T. S. OF - 8700 DESIGN CALCULATIONS Design percolation rote T = 10 minutes per inch Number of bedrooms = 7 - Moximum daily Row = 0m ax 14 Qmax = 7 bdm-rs x 2 persons/bdrm x 75 go/lonsfperson/day x 150Z �; Qmax = 1575 gpdG`rt � SEP 77C TANK V = Qmox/24hrs x 30 hrs V = 1969 gallons Use 2000 gallon, two compartment precast concrete tank by Front Range Precast Concrete or equivalent. ARSORP770N AREA A = Qrnax/5 x -v/T A = 1575/5 = 996 s f. plus 40 percent increase for on automatic washing machine. Amax 9�4 s. Standard In /ltf rotor Chamber System in a trench configuration with an allowed 50 percent '( reduction in the absorption area is recommended. Acorrected = 697 s f. 2tt�� lv� J *Uu--9 roof one Infiltrator Chamber = 18.75 sf.n filtrator Chambers in three trenches with 13 /nfil trotors in each. NOTES: 1. The building sewer line from the house to the septic tank shall have a maximum slope of 1/4 inch per foot. Bends in the building sewer shall be limited to 45 degrees. 2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8 inches of the finished grade, for inspection and cleaning. 3. Excavate three (3) feet wide trenches. The horizontal distance from sidewall to sidewall between the trenches shall be a minimum of six (6) feet. 4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing. —" -- 872D 5. Assemble and install the Infiltrator Chambers in the trenches according to the manufacturers recommendations. 6. Backfill the sidewall area with native on —site soil for proper support. 7. Backfill the trenches with a minimum of 12 inches of tamped soil cover. 8. Avoid vehicle traffic over the system. 9. All installations shall meet the rules and regulations of the Eagle County Environmental Health Division, Chapter 4, Individual Sewage Disposal Systems. 10. The Septic System Installation shall be inspected by the Design Engineer prior to backfilling. SOIL PROFILE PROFILE HOLE NO. 1 0.0 to 3.5 feet Topsoil PERCOLATION TEST RESULTS 3.5 to 8.0 feet Grayish —black, rock fragments in sandy Perc No. 1 Perc No. 2 Perc No. 3 matrix. 7.3 minutes per inch 10 minutes per inch 11.4 minutes per inch PROFILE HOLE NO. 2 0.0 to 2.0 feet Rocky Topsoil Average percolation rate recommended for design T = 10 minutes per inch. 2.0 to 4.0 feet Grayish —black, rock fragments in sandy NOTE.TOPOGRAPHICAL AND SITE PLAN INFORMATION DIGITIZED FROM AN OVERALL SITE PLAN matrix. 4.0 to 8.5 feet Reddish —brown DRAWING BY J. CHRISTOPHER GALE & CO., ARCHITECT FROM KANSAS CITY, MO clayey Sand. STANDARD INFIL TRA TOR CHAMBER P.9 INFILTRATOR CHAMBER i 2000 GALLON TWO COMPARTMENT SEPTIC TANK 21' clear lnsert acceee r A B T SEC77ON Dimensions Capacities "-+ Approximate Wleighta knew W L H A B Tank Lid DAMe W&D 2btai 6' - 8' 12' - 8' 5' - 10' IJ25 675 11,725 5620 1440 14785 NOTE The above spt/c tank Is produced by Front Range Precast Concrete )_1co O 4 v 41 1 4 Qi 0 IzI O Yj W o W 0 M ENO WC.) OV " zZ' CAW WIZ r� V�pp W m � rWr� �1 00 00 O rn O �00 R 00 ^ 0 rn GbVq o 0 4 v- 0 � N 00 00 � n 1 ,V Nt Cn U O N m 00 oO �aSO RENfsl.,,����: -a Ca •JAY 29526 '�o•�••••�n 3 q�• 00 In II DAWN BY L.P. CHECKED 8Y.• L.P. PROJECT Na: 9544 DATE.• 10-03-95 DRAWING NO.: 9544SD.DWG SHEET 1 OF 1 0 y t 1 i It , 1 } 1 � 1 i d 1I t 1 i Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-017731-2019 Permit Type: OWTS Permit Work Classification: Minor Repair Permit Status: Active Issue Date: 10/24/2019 Expires: 2/21/2020 On-Site Wastewater Treatement System Project Address Parcel Number 6903 BELLYACHE RIDGE RD, WOLCOTT AREA,210704201004 Owner Information Address Tom Barry 18315 Ebys Mill Rd Scotch Grove, IA 52310 Phone: (563) 852-7633 Cell: Email: otb1945@yahoo.com Inspections: For Inspections Call: (970) 328-8755 and call the Design Engineer Engineer Phone Email LKP Engineering, Inc., Luiza Petrovska, PE (970) 390-0307 luiza@lkpeng.com Contractor License Number Phone Email Altitude Septic LLC altitudeseptic@gmail.com(970) 471-6292OWTSPL-000012-20 19 Permitted Construction / Details: Replacement of the tank exactly as depicted in the LKP Engineering design report dated October 3, 2019, stamped and signed by Luiza Petrovska, PE. The existing system was originally permitted to serve seven bedrooms, designed by LKP Engineering and permitted by Eagle County under permit 1520-95IS. The two 1,000 gallon failed septic tanks must be removed in accordance with the engineers design and ECPHA OWTS regulation 43.9.C. The repair consists of the installation of a new 2,000 gallon Valley Precast two-compartment septic tank, or equivalent as approved by the WQCD septic acceptance list, with an effluent filter in the second compartment outlet tee. Additional repairs must be approved and may require a permit. Please contact the design engineer and Eagle County Environmental Health prior to making repairs that are not included in the permitted design. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure functionality of the system. System certification, along with photos and a record drawing is required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system. THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Claire Lewandowski Date October 24, 2019 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH 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 4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Thursday, October 24, 2019 1 November 26, 2019 Mr. Tom Barry 18315 Ebys Mill Road Scotch Grove, IA 52310 Otb1945@yahoo.com RE: Final approval of the: Septic System Installation, OWTS-017731-2019 Property location: 6903 Bellyache Ridge Road, Eagle County, Colorado Mr. Barry, This letter is to inform you that the above-referenced permit has been inspected, approved, and finalized. This OWTS major repair permit was approved for the replacement of two failed tanks with one new tank sized to serve a total of seven (7) bedrooms. The soil treatment area, permit 1520-95IS, is still active and was not replaced. Additional information about the maintenance your septic system needs can be accessed through our website links, provided on the Environmental Health Department’s septic system resource page. 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 soil treatment area can cause premature system failure. It is equally important that you notice and im mediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. If you have any questions regarding this information, please contact us at (970) 328 -8755 and reference the OWTS septic permit number. Best Regards, Claire Lewandowski, REHS Environmental Health Specialist III Attachments: Certification Letter and Design – Septic System Flyer – Final Letter PUBLIC HEALTH & ENVIRONMENT (970) 328-8755 FAX: (970) 328-8788 environment@eaglecounty.us APPROXIMATE WELL LOCATION 56 . 8 '77'+/-APPROXIMATE LEACHFIELD AREA 125'+/- NEW, 2000-GALLONS, TWO-COMPARTMENTS CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER BY VALLEY PRECAST 6 4 . 6 '84.2'NEW CLEANOUT 2'3", NEW SDR35 PVC TO EXISTING 4" DIAM SCH40PVC SKETCH PROJECT NO.: DATE: PROJECT DESCRIPTION: LKP Engineering, Inc. CIVIL/GEOTECHNICAL PERMIT NO.:AS-BUILT 19-3368 OWTS -017731-2019 November 5, 2019 LOT 6, Bellyache II Subdivision 6903 Bellyache Ridge Road EAGLE COUNTY, COLORADO Barry Residence P.O. Box 724 Eagle, CO 81631, (970) 390-0307, www.LKPEngineering.com APPROXIMATE WELL LOCATION 39.5 '76.6'+/-CLEANOUT IN A GREEN BOX 1000-GALLONS, ONE COMPARTMENT, CONCRETE, SEPTIC TANK BY COPELAND 1000-GALLONS, TWO-COMPARTMENTS, CONCRETE SEPTIC TANK BY COPELAND APPROXIMATE LEACHFIELD AREA 125'+/-15' PROPOSED, NEW, 2000-GALLONS, TWO-COMPARTMENTS CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER BY VALLEY PRECAST OR EQUIVALENT SKETCH PROJECT NO.: DATE: PROJECT DESCRIPTION: LKP Engineering, Inc. CIVIL/GEOTECHNICAL PERMIT NO.:AS-BUILT 19-3368 OLD OWTS #1520 October 2, 2019 LOT 6, Bellyache II Subdivision 6903 Bellyache Ridge Road EAGLE COUNTY, COLORADO Barry Residence P.O. Box 724 Eagle, CO 81631, (970) 390-0307, www.LKPEngineering.com