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HomeMy WebLinkAbout565 Lariat Loop - 210505402011 - 1815-98ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1815-98 BP NO. 12218 OWNER: KURT BROSIG PHONE: 970-926-2150 MAILING ADDRESS: P.O. BOX 146. EDWARDS. CO 81632 APPLICANT: SAME PHONE: SYSTEM LOCATION: 565 LARIAT LOOP EDWARDS. CO TAX PARCEL NO. 2105-054-02-011 LICENSED INSTALLER: STENSON EXCAVATING. BILL STENSON LICENSE NO. 34-98 PHONE: 970-926-3849 DESIGN ENGINEER: LKP ENGINEERING LUIZA PETROVSKA PHONE NO. 926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON TWO COMPARTMENTSEPTIC TANK 563 SQUARE FEET OF ABSORPTION AREA VIA 18 INFILTRATOR UNITS AS PER DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 8/10/98. ENGINEER TO FIELD VERIFY SOIL PROFILE AT TIME OF INSTALLATION. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED WITHOUT FINAL APPROVAL OF SEPTIC SYSTEM. ENVIRONMENTAL HEALTH APPROVAL: DATE: SEPTEMBER 8 1998 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2, THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS, CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 863 SQUARE FEET (VIA INFTLTRATOR TTNTTS , IS ) INSTALLED CONCRETE TANK:.1 000 GALLONS IS LOCATED _ DEGREES AND _ FEET FROM SYSTEM WAS INSTALLED 10 FEET CLOSER TO RESTDFNCF THAN TNT)TCATFTI nN GITE PLAN COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED 5-10-99 ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. if / ENVIRONMENTAL HEALTH APPROVAL /--� �� `� DATE: MAY 17, 1999 Incomplete Applications Will NOT Be Accepted (,,,, plan MUST be attached) ISDS Permit # lif f—gw Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. 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: PHONE: 2- 2-1 LICENSED SYSTEMS CONTRACTOR: COMPANY/DBA: ADDRESS: PHONE: PERMIT APPLICATION IS FOR: (,/rNEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL ,a / Legal Description: J-&-f q — Tax Parcel Number: 4(05-- 5(e - Physical Address. — BUILDING TYPE: (Check applicable category) Residential/Single Family Res4Ldential/Multi-Family* Commercial/Industrial* SYSTEM: M -� � t Lot ,///I?q 1 Size : 6 -Y' , Number of Bedrooms Number of Bedrooms Type TYPE OF WATER SUPPLY: (Check applicable category) Well ( ) Spring ( ) Surf ace,- Public Name of Supplier: w) *These systems require design by a Registered Professional Engineer SIGNATURE: Date: b AMOUNT PAID: I SD. RECEIPT #: DATE: CHECK #: CASHIER: Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO Date: September 8, 1998 TO: Stenson Excavating Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1815-98. Tax Parcel # 2105-054-02-011. Property Location: 565 Lariat Loop, Edwards, CO., Brosig residence. Enclosed is your ISDS Permit No. 1815-98. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Your TCO will not be issued until our office receives this certification. 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 LKP Engineering, Luiza Petrovska Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO May 17, 1999 Kurt Brosig P.O. Box 146 Edwards, CO 81632 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1815-98, Tax Parcel #2105-054-02-011. Property location: 565 Lariat Loop, Edwards, CO. Dear Mr. Brosig: This letter is to inform you that the above referenced ISDS Pen -nit 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, jmd/ �� Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Informational Brochure Final ISDS Permit cc: files 05/10/113139 09:39 970-926-9089 LKP ENGINEERING, INC PAGE 01 Engineering, Inc. L crvruciVoTEa0aCAL May 2, 1999 Mr. Kurt Brosig P.O. Box 146 Edwards, CO 81632 Dear Kurt, RE: Inspection or septic System Installation Lot R- 13, South Forty Subdivision Eagle County, Colorado Project No. 9812 - Permit No. 1815-98 At your request, on April 23, 1999, we visited the construction site on Lot R- 13, South Forty Subdivision, Eagle County, Colorado. The purpose of our site visit was to observe the installation of the septic System. They installed the system in overall compliance with the septic system design, Drawing No. 98121 SD.DWG, dated August 10, 1998. The system was installed as shown on the above named drawing; except it was about 10 feet closer to the residence. They installed 1000-gallon, two compartments, -a precast, concrete septic tank. The tank had risers on both inspection covers. Those are not necessary and should be removed. From the tank to the first Infiltrator trench was 10 feet.—' Eighteen Standard Infiltrator Chambers were installed in two trenches with 9 Infiltrators cacti. -The infiltrators were connected with serial distribution. In the last infiltrator of each trench, inspection polls will be installed. Horizontal distance from center to center of the trenches, was 9 feet. All piping was SDR- 35, 4-inch PVC -I -he depth of the trenches was two to three feet, two feet near the house and three feet on the east end -:-The soil profile in the trenches was consistent with the soil described in the report by Inter - Mountain Engineering, LTD. If you have any questions, please do not hesitate to call. Sincerely, LKP Engine u i Zr za PetI President cc; Ms- Heather Savalox, Eagle County Environmental Health Division, fax: 328-7185 C.11OFF;cFkwpwrNI%WFDOCS%9612105twpr) P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax, E-mail- lkpeng@snowcap.net "JOP D.I. f 1 DD 0 /-1 . �u Lr\r =1NU11N=K1NL1, INN tIAUF U1 LIK? mir "E"N G WEE EEC NT G ZINC. FA Box 2837 Edwards, CO 81632-2837 (970) 926,9088 Fax (970) 926-9099 Uotation: Lot R-13, South Forty Subdivision Client: Mr. Kurt Brosig Eagle County, Colorado P.Q. Box 146 Septic System, for the Brosig Residence Edwards, CO 81632 Project No.: TMODEPTH 98-121 P-1 34-10/16" P-2 P-3 38-9/16" 10 25-4116" 1-6116" 14-10/16" 3-14/16" 16-4/16" 10 12/16" 18" 1- 14116" 36-12116" 20-8/16" added water 130 10 26-12/16" 12/161 19-8/16" 1-8/16" 17-12/16" 10 27-12116" 1" 20-8/16" lot 36-8/16" 5-12/16" 10 28-8/16" 12116" empty 10 29-4/16" 22-8116" 10 30" 12/16" 23-8116" PERC RATE 13.3 MINANCH 10 MWINCH 1.7 NUN/TNCH AV PERC 8 NWMS PER INCH *** Last Pere Rate used for calculations Average Percolation Holy .Diameter: 8 Inches Holes Dug and Prmakc&August 4.1999 Test Run: August 5, 1998 Moat -its Fax Note 7671 Oat$ 9 $10. 1 TO flzdbf;c 5341 OW From FINkM& - P en tiff i 114 7one #JD,f pt-'One it q�6- q08? Fax Fax 08/30/1999 21:31 970-327-9089 Lk:P ENGINEERING, INC PAGE 01 Post-4111 Fax Note Ntm PERCOLATION TEST RESULTS AND SEPTIC RECOMMENDATIONS FOR LOT R-13, SOUTH FORTY SUBDIVISION FAGLE CIOUNTY, COLORADO PRLPARED FOR: r PROJECT NUMBER V-11090 MAY 1981 Box C-100 AVON, CO 81620 1420 VANCE STREET' 042-5072; DENVF.R Ami4qi LAKEWOOD. CO 80215 08/30/1998 21:31 SCOPE LKP ENGINEERING, INC PAGE 02 This report presents the results Of a percolation test and provides septic system recommendations for the proposed residence located on Lot R-13, South Forty Subdivision, Eagle County, Colorado, SITE LOCATION AND DESCRIPTION The site is 10cated In a part of the Southeast one -quarter of Section 5, Township 5 South, Range 82 West of the Sixth Principal Meridian, Eagle County, Colorado. More part!- CUlarly, the site, Is described as Lot R-13, South Forty Subdivision. The site drain to the north and vegetation consists of sage brush and native grasses. - SUBSURFACE AND GROUNDWATER CONDITIONS Subsurface conditions are fairly uniform with topsoil to a depth of one foot underlain by clayey, moist, light brown.. Additional Soils Information may be found in the "Soils and Foundation Investigation" for this site by I ' nter•-MOumfain-Engineering, Ltd., Project Number V-1110G# dated May 198(. 08/30/1998 21:31 970-827-90e9 LKP ENGINEERING, INC PAGE 03 2 PERCOLATION TEST RESULTS A total of three percolation tests were Performed on the site using the Standard test method as described by the Eagle County Individual Sewage Disposal System Requiations, The test holes were dug by the client. The test holes were presoaked on May 5, 1981, and the test was performed on May 6, 1981. The results were as follows: Test Hole No. Min./I" �kro Depth of Hole 1 5 min.,,10 sec. 4811 2 6 min., 30 sec. 4811 3 6 min., 30 sec. 36TO Time used for design; 6 min., 30 sec, DESIGN CRITERIA The house will have threebedroomsand will include a garbage grinder and automatic washing machine. Assumptions used in th-e calculations were: Three bedrooms with garbage grinder and automatic Wash ln9 machine. 2 persons/bedroom 73 ga.1 lons/person/day Maximum flow! 150% of average daily flow 08/30/'1998 21:31 970-e27-90e9 LK'P ENGINEERING, INC PAGE 04 3 Calculations: -Y T A = Q —3— where A = minimum absorption area (sq. ft.) Q = estimated quantity of sewage flow (gal/day) T z; percolation rate (Min/inch) Q = 2 x 3 x 75 x 1.5 = 675 gal/day 675-V6.5 A = 5 344 sq. ft. Absorption area to be increased 20% for a garbage grinder and 40% for tl�o automatic washer (County Regulation 8.1 e). 344 x 1.60 = 551 sq. ft. Since a seepage bed Is to be used, the absorption area is to be increased by an additional 30% (County Regulation 8.1 h ) . 551 x 1.30 = 716 sq. ft. Due to subsidence problems in this area, the seepage bed should be increased by another 30%. 716 x 1.30 = 931 sq. it. - Use IS x 52 = 9.36 sq. ft. Adjusting the length of the absorption be,d for acid l"tional gravel depth (County Regulation 8.1 1), for one foot of addi- tional gravel: Length = 52 x 48+1+2 = 50 ft. SIZE Or SEEPAGE BED = 18 feet x 50 feet. From Table 4 (Section 7.1 of the County Regulations), the Minimum tank size shall be 1000 gallons. 08/30 1998 21: 31 970-827-9089 LKP ENGINEERING, INC PAGE 05 SEPTIC SYSTEM RECOMMENDATIONS Based on the preceding calculations, recommendations are for a minimum of a 1000 gat Ion compartmented septic tank to be foliowed by a minimum 936 square foot seepage bed. The bed should lie a minimum of ten feet from property lines and twenty feet from the proposed residence. Inspection of the system should be made by a representative of Inteir-Mountain Engineitaring, Ltd., and by a representative of the Eagle County Environmental Health Department prior to backf IA I Ing. Excerpts from the Eagle County Individual Sewage Disposal System Regulations have been included as Appendix A. The Installation and matsrl6l specifications in these regulations Must be followed. !CaHCLUS IONS Th is report has been prepared for the exclusive use of Kurt Brosig for the specific application to the proposed residence located on Lot R-13, South Forty Subdivision, Eagle County, Colorado. The finding's and recommandattons of this report have teen. obta,lned in accordance with - accepted professional engi- neering practices In the field of Foundatlon Engineering and Soil Mechanics. There is no other warranty, either 08/30/1998 21:31 970-827-9089 LKP ENGINEERING, INC PAGE 06 CONCLUSIONS - continued W express or impi led If we can be of further assistance, please do not hesitate to call. Sincerely, INTER -MOUNTAIN ENGINEERING, LTD. G. 0mas Allan Field Engineer %OR I a Reviewed and�pproved By; 44-MAt, N alp i7_,� 1p, 0-0 , " i f 1, PE Je ry S to 1 0 0091VAL V ce P es d�qnt op co�_ 1815-98 Tax# 2105-054-02-011 JOB NAME Lot R-13, South 40 BROSIG JOB NO. E- 565 Lariat Loop Edwards ( 50 LOCATION 0 A BILL TO DATE STARTED DATE COMPLETED DATE BILLED Av- ,F131 I -a, d bv. 71t5 dW so;ls .5,'li a &o 1-14 �,14 /-I eL &V{ r , U /VO/ IMP W111-11'Af L ho q Z,4P bnll /-vy VO� JOB FOLDER Product 277 JOB FOLDER Y,<crY Eagle County OMITS Systems Cleaners Reporting Form NOTE: Required to be submitted to Environmental Health within 10 days of cleaning an OWTS system Systems Cleaner Company License Number Email Address �+ IVI Phone Service Technician Phone Tax Parcel # Address of Service �3 cti— L (4 tVvCLv- � Person Requesting Serviced Phone��y���Z� Property Owner �k\`M �� Phone C V�0\ Septic System Permit Number �1L _ Tank Size __ Vy)n cul 1r�( Date of service d Tank Material Sewage Disposal Site _ -�N-�v"'1& General Condition and Functionality of the Syster �! Y Recommended Repairs Site sketch showing location of the septic tank access lids measured from at least 2 fixed points (Photos Encouraged) Signed _ Date 151261C DETAIL A N.rs 0 LARIAT LOOP INFILTRATOR CHAMBER GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 !t W 10 0 0 GALL ON CONCRETE SEP TIC TANK BY COPLAND CONCRETE OR EQUIVALENT TOP ViEW U SIDE VIEW 6' PERGOLA T70N TEST RESULTS Perc No. 1 Perc No. 2 Perc No. 3 13 minutes per inch 10 minutes per inch 2 minutes per inch Average percolation rate recommended for design T = 8 minutes per inch. Soil profile data provided by Infer —Mountain Engineering, Ltd in a Percolation Test Results and Septic Recommendations, dated May, 1981, Project No. V-1190G 2 SOIL PROFILE V301,� � PROFILE MOLE 0.0 to 1.0 foo t Topsoil over Clayey Silt lGN CALCULATI Design percolation rate T = 8 minutes per inch Number of bedrooms = 3 Maximum daily Flow = Qmox Qmox = 3 bdrms �y 2 persons/bdrm x 75 gallons/person/day x 15OX Qmox = 675 gpd✓ SEPTIC TANK V = Qmox/24hrs x 30 hrs V = 844 gallons Use 1000 gallonitwo compartment precast concrete tank by Copland Concrete or equivalent ARSORP77ON AREA A=Qmax5xVT A = 67515x V18 = 382 s. f. Amax = 382 s f. Based on Applicatio Rate: A = 675gpd 11.2 gpd/s f. A = 563 s f. Standard Infiltrator Chamber System in a trench configuration with an allowed 50 percent reduction in the absorption area is recommended. Amaximum = 282 s f. Surface area of one Infiltrator Chamber = 15.5 s f. Use 18 Infiltrator Chambers in two trenches with 9 Infiltrators in each. 0 S: 1. The building sewer line from the house to the septic tank shall have a maximum slope of 114 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. J. 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. 5. Assemble and install the Infiltrator Chambers in the trenches according to the manufacturers recommendations. 6. Backfill the sidewall area with native on --site soft 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 Syste,•ns. 10. The Septic System Installation shall be inspected by the Design Engineer prior to backfilling. STANDARD INFILTRATOR NOTE.• SITE PLAN PROVIDED BY MR. BROSIG. o I I Im rn art ;4 M I W I--- N W Cn 01,1 U wo) L v X o 4 W 00 ao t j 00C14 j to U • x N rn P m .- i N BY- L.P. CHECKED BY- L.P. PROJECT NO.: 98121 DA1F• 8-10-98 DRAWVG NO.: 98121SD.DWG SHEET 1 OF 1 �rrr YF K&T A f 2c CIE- E: THEE you � v C-jo\ir,- a- p5v-EQIIXLl5 cof ic EE PT u -4 1- P E PLC L c)-T 2- 1 -:fJ sou-r(4 FrCTT SCA&DNISP1`4 ( 0 c:::, 20 1