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HomeMy WebLinkAbout1075 Cordillera Wy - 210712204007INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION n P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. PERMIT NO. 1429 OWNER: Klaas Limited Liability Company PHONE: 303 837-89gg1122 33 MAILINGADDRESS: 738 Pearl St City: Denver state: CO ZIP: H?-0)363 APPLICANT: Spero Kontos PHONE: 845-7363 SYSTEM LOCATION: 1075 CordilY_-Ta Way TAX PARCEL NUMBER: 2107-122-04-007 LICENSED INSTALLER: Li49��c Arena Excavating LICENSE NO: —f� 56-95 DESIGN ENGINEER OF SYSTEM: ComD1Pte EnFnginPPring SPrviveS F(j Fnrcl INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 200 0 GALLON SEPTIC TANK 2x 1000 gal tanks. Be sure to remove baffle in first tank ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 1006 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Be sure to install trenches along contour. INSTALL AS PER ENGINEERS DESIGN ENVIRONMENTAL HEALTH APPROVAL: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE C NTY 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 HAV 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 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: 1006 '�� SQUARE FEET./ INSTALLED SEPTIC TANK: -2000 GALLON DEGbeEs%� �_ FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY YES —NO COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: YES _ NO ANY ITEM CHECKED NO REWIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: P p ENVIRONMENTAL HEALTH APPROVAL* DATE: Z ENVIRONMENTAL HEALTH APPROVAL: DATE: ( NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: PERMIT PERCOLATION TEST FEE OWNER: RECEIPT # CHECK# Incomplete Applications Will NOT Be Accepted (site. Plan MUST be attached) ISDS Permit # '( r Building Permit # _ GG,7j' APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE.- EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) ************************************************************************** * PERMIT APPLICATION FEE $150,00 PERCOLATION TEST FEE $200.00 * MAKE ALL REMITTANCE PAYABLE'.TO: "EAGLE COUNTY TREASURER" PROPERTY. OWNER: K 1..4 f Lig?i rz�r� G/r1/�r r'Y r�e�iNY MAILING ADDRESS: %3P /�G,A�2G fT: �civ✓� Co f6fZ03 -37F9 PHONE.-0gj 837-f APPLICANT/CONTACT PERSON: PHONE:(303)PSet=7343 LICENSED SYSTEMS CONTRACTOR: V1_1W Pe&A1" PHONE: ?1-C �o/a COMPANY/DBA: L4G�,J C /6i ��� ADDRESS: /70 AoA 3 7(.6 cw�.c�✓, �, P163i ***************************************************** ********************* PERMIT APPLICATION IS FOR: (A NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: /Giw6 Z �O•� r 'z/� Tax Parcel Number: Z107 -/Z2- O,54-007 Lot Size: 2.7�z Physical Address:- /07-' 6X41"CFz11 Lc%y, ��✓,�,r,A►r`�cac,aoo d'/G.�Z BUILDING TYPE:. (Check applicable category) Residential/Single Family. Number of Bedrooms -( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) ( ).Well ( ) Spring ( ) Surface (X) Public Name of Supplier:^,elcv *These systems require design by a Registered Professional Engineer SIGNATURE: Date: AP/29�-y AMOUNT PAID: - RECEIPT #: DATE: , CHECK #: CASHIER:,- Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO February 6, 1996 Klaas Limited Liability Company 738 Pearl St. Denver, CO 80203 Ea,le County Building P.O. 13ox 179 500 Broadway Eagie, Colorado 8 163 1 -0179 RE: Final of ISDS Permit No. 1429-94 Parcel #2107-122-04-007. Property location: 1075 Cordillera Way, Edwards, CO. Dear Mr. Klaas, 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 328-8755. Sincerely, J � t1etz/". � — Janet Kohl Environmental Health Department Eagle County Community Development ENCL: Information Brochure Final ISDS Permit cc: files Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO Date: October 5, 1995 TO: Arena Excavating & Development FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1429.-94 Tax Parcel #2107-122-04-007 Property Location: 1075 Cordillera Way, Wolcott, CO. Klaas residence. Enclosed is your ISDS'Permit No. 1429-94. 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. Permits issued before November 15, 1995 must be completed by December 1, 1995. 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 Ed Ford, Complete Engineering Services IKON January 30, 1996 ENVIRONMENTAL HEALTH DEPARTMENT P.O. Box 179 500 Broadway Eagle, Colorado 81631 RE: Personal Sewage Disposal System Enclosed is a letter from Complete Engineering Services regarding Septic System Installation Certification for Lot 411, Filing 2, 1075 Cordillera Way, Edwards, Colorado 81632 for issuance of final permit. If you have any questions, please call me at once. SLK:ma Encl. Sincerely, IKON DEVELOPMENT, INC. Pero L. Kontos IKON DEVELOPMENT, INC. International Village Homes 42 Avondale Lane, Unit C-1-C, Beaver Creek Resort, CO 81620 Mailing Address: P.O. Box 3010, Avon, CO 81620 Office: 303-845-7363 FAX: 303-949-6102 COMPLETE ENGINEERING SERVICES, INC. PROJECT NO: 94-3135 January 23, 1996 Mr. Spero Kontos IKON Development Inc. P 0 BOX 3010 Avon, Colorado 81620 SUBJECT: Septic System Installation Certification sidence, Lot 11, Filing 2, 1075 Cordillera Way, war s, Colorado REFERENCE: Personal Sewage Disposal System Specifications, Complete Engineering Services, Inc., project number 94-3135, dated October 19, 1994. Mr. Kontos: Installation of the personal sewage disposal system at the subject location was evaluated through site inspections during installation and photographic documentation provided by your office. The site was inspected after pipeline trench and tank excavation (prior to tank installation) and again after a portion of the trench area had been excavated and the tank was installed. Infiltrator installation was verified through photographic documentation. Our on -site evaluation and information provided by your office and the installation contractor, Steve Jewett, indicate tie system has been properly installed in substantial compliance with our specifications. Please contact our office if you have any questions,concerning this information. Complete Engineering Services, Inc., `e\1 k:�naso'r rrENit Edward D . Ford, P.E. 9 NI2 2� ®- n 3 „a o Attachment: As -Built Plan, ® , 912 TWELFTH STREET • GOLDEN, COLORADO 80401 9 (303) 279-6418 9 FAX: 279-6350 SEPTIC S r`STEM PLAN LOT 1/1, �Lr ORD7I�LLERASUBDIV?S�N E-AGI4 , f.�0VAti.'A. COL'O1RADO PARTIAL SITE PLAN SCALE! 1 " _ 50' PROJECT N0. 94-3135 COMPLETE ENGINEERING SERVICES FIGURE 1 Community Development Department (970)328-8730 Fax: (970)328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO (December 12, 1995 Dear Applicant, Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 The Environmental Health Division would like to notify you to make a formal request to extend your Individual Sewage Disposal System(ISDS) Permit V0,240into the 1996 construction year. The Environmental Health Division discontinued percolation tests on November 15, 1995 and final inspections on December 2, 1995 due to climatic conditions. ISDS permits are active for 120 days after the date of issue if no Building Permit has been issued for the same property. If a Building Permit has been issued for the same property the ISDS will expire at the same time as the building permit. If you still plan to apply for Building Permit this year -or in the early months of 1996 you will need to have a percolation test conducted before your Building Permit will be released. You will have to contact a Registered Professional Engineering(RPE) firm to conduct your percolation test. If you have had your permit issued and have not had your final inspection completed, but plan on constructing the system in the next few weeks, please give our office a call and we will evaluate your permit on a case by case situation. Please give the Environmental Health office a call at 328-8755, if you have any questions regarding your permit extension process. cc: ISDS Permit COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 EAGLE COUNTY, COLORADO December 2, 1994 Klaas Limited Liability 738 Pearl Street Denver, CO 80203 Dear Applicant, 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 The Environmental Health Division would like to notify you to make a formal request to extend your Individual Sewage Disposal System(ISDS) Permit #1429-94 into the 1995 construction year. The Environmental Health Division discontinued percolation tests on November 15, 1994 and final inspections on December 2, 1994 due to climatic conditions. ISDS permits are active for 120 days after the date of issue if no Building Permit has been issued for the same property. If a Building.Permit has been issued for the same property the ISDS will expire at the same time as the building permit. If you still plan to apply for a Building Permit this year or in the early months of 1995 you will need to have a percolation test conducted before your Building Permit will be released. You will have to contact a Registered Professional Engineering(RPE) firm to conduct your percolation test. If you have had your permit issued and have not had your final inspection completed, but plan on constructing the system in the next few weeks, please give our office a call and we will evaluate your permit on a case by case situation. Please give the Environmental Health office a call at 328-8755, if you have any questions regarding your permit extension process. cc: ISDS Permit #1429-94 File .. C ■ IKON December 6, 1994 EAGLE COUNTY DEVELOPMENT DEPARTMENT Attention: Shannon Garton P.O. Box 179 Eagle, CO 81631 RE: ISDS Permit #1429-94 Klaas Residence Per our discussion of this date, request is made for extension of the above septic system permit. We are actively engaged in construction of this property, including the septic system. However, since the house will not be occupied until sometime next Spring or Summer we request this extension. SLK:ma cc: Greg Klaas Klaas Limited Liability Sincerely, IKON DEVELOPMENT, INC. jero L. Kontos IKON DEVELOPMENT, INC. International Village Homes 42 Avondale Lane, Unit C-1-C, Beaver Creek Resort, CO 81620 Mailing Address: P.O. Box 3010, Avon, CO 81620 Office: 303-845-7363 FAX: 303-949-6102 1429-94 KLAAS Lill L1AbILl11 JOB. NAME . 2107-122-04-007 1075 Cordillera Way T.nt 11 Filing % Cordllera �j JOB NO. JOB LOCATION - BILL TO DATE STARTED DATE COMPLETED C',',,'E BILLED 1Oq ` (�o ,t 1 `7W'�-�S %�l�`G Y lam" `�`,. "„ 1 t ?2 4. �/ �L fit" �-to1�•-.,;.� t�'L.�- t�..d--r�.- �"�j �- i^'" UZI �!m �l JOB COST SUMMARY TOTAL SELLING PRICE 4 add � � � B� s, 0 L0 S � � TOTAL MATERIAL r TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT .JOB FOLDER Product 278 Q® NEW ENGLAND BUSINESS SERVICE. INC., GROTON, MA 01471 JOB FOLDER .r Printed is U.S.A. REVISIONS DATE I REMARKS / PERCOLATION TEST.--' OLES " Z \ I 000, .001� 11�1 / � r " IPRODOSED SEPTIC SYSTEM e - . (4) 3' X 48' INFILTRATOR TRENCHES Di RIBUTIO. L-TEE \ 0 / O 2) 1,000 GALLON \ / TANKS, LOCATION \ / OPTIONAL WITH! SETBACKS \ i SITE PLAN LOT 11, CORDIMLERA SUBDIMION PR-1 INDICATES PROFILE TEST HOLE LOCATION PH-1 INDICATES PERCOLATION TEST HOLE LOCATION SCALE: 1 " = 40' TYPICAL CROSS SECTION M CLEAN FILL MATERIAL 1 INFILTRATOR 1.� DISTRIBUTION TEE -6' MIN 3'-0"-- PLAN VIEW 4' 0 SOLID PVC 48'-0" - SEPTIC TANK / SOLID PVC -DISTRIBUTION TEE CLEAN FILL MATERIAL �- INFLITRATOR STANDARD INFILTRATOR /-TRENCH 48'-0" z °' Q W C) 0 �- -1 a Z W Z 0 0 Q w 0 (� m O L ti 5 0 OU O W of I— D C/-) J (n f- Q Q 1..� J J 0 0 U w W J Oz i� 0 C) Q U W Z- - Lv w -D Cl) O a- SYSTEM SPECIFICATIONS PERCOLATION TEST RESULTS t SOLI. PROFILE LOCATION: Lot 11, Cordillera Subdivision, Eagle County, 5. Backfili: �%� Colorado. PROJECT NO. 3135 DATE: 10/13/94 ! i v j Backfill surface shall slope to the north and should be DESIGN CRITERIA: contoured to blend with natural topography. Surface TEST HOLE NO. 1 TOTAL DEPTH T-9' 0 - / / shall be covered with a minimum of 4 inches of i �t SAND; tine grained, very silty, loose al `� topsoil. Surface shall be seeded with native grasses. READING CHANGE IN ELAPSED PERCOLATION v to medium dense, moist to dry, 1. Average Percolation Rate: 20.0 min./inch. light brown, (SM). Soil profile hole excavated in proposed absorption area i•- 6. Surface Drainage TIME (in) DEPTH (in) TIME (min) RATE (min/in) revealed four feet of silty sand over weathered 12:00 2•-9" -- 0 .; sandstone and evaporite deposits. Weathered zone is 3'-7 1/2" REFILL -- -- Surface drainage uphill from bed shall be designed to 12:15 3,-l" 6 1/2" 15 2.3 2_ greater than four feet thick. _ divert flow away from the bed. 1230 3'-7 1%2RLL 15 3.33 \ 12:45 3'-1 ' 6 �� 15 4.3 2. Flow = 1125 gallons per day. 1: 00 3'-94 REf1L2L 15 4.3 3 - . Five bedroom single family residence. With two persons (fl. GENERAL: 1:15 3'-2" 7" 15 2.14 J 1v r m at 75 gallons per day per person, average 1:30 2'-9 1/2' 4 1/2' 15 3.33 flow is 750 gallons per day. Multiply overage flow 3'-8" REFILL -- -- !J 1. Absorption areas shall not be driven over or used for times 1.5 to obtain maximum (design) flow. 1:45 3'-26 15 2.5 4•- gardens or pasfure. 2:00 2'-10' 4" 15 3.75 F% 3'-7 1/2' REFILL 2.15 3'-2 2 5" 15 3 2. Components of the system shall be constructed within 2.15 " O minimum set -backs outlined b Eagle Count Health 2 -11 3 1/2' 15 4.3 5•- SANDSTONE/thin bedded, a grained, Y 9 Y T shaley to thin beddetj, hard to Department. vca very hard, dark gray to tan. ` DESIGN SPECIFICATIONS: Standard Infiltrator \JU(/ 3. Septic tank shall be pumped and cleaned every two years TEST HOLE NO. 2 TOTAL DEPTH V-11' 6'- 1. Required Trench �e under normal use. ! .' Very weathered In top 6'. �u O READING CHANGE IN ELAPSED PERCOLATION (1125) 20 = 503 sq ft /0Q�p 4. User should be aware that excessive solid waste or TIME (mm) DEPTH (in) TIME (min) RATE (m!n/irt) Uj 7 - (i 5 `*' excess water flow con decrease the efficiency and Q possibly lead to premature failure of the system. Use 12:00 1'-11' -- 0 M Recommended Dimenstion: Fout Trenches, 3' x 48' of the garbage grinder should be minimized and leaking 3'-0' REFILL -- -- - W Lfaucets and or toilets should be re aired immediate) 12:10 2'-5" 7" 15 2.14 W g' - / P Y• 12 30 2'-2" 3' 15 5 Infiltrators will be level, no less than 12 inches 3'-3" REFILL _ below the surface and located and installed in m 5. This system has been designed exclusively for the 1245 2'-5" 10 15 1.5 r^ uonce with specifications contained herein {00 sub" ct lot based on field testing and m ex erience -t:vu 2'-t' 4" t5 3.75 "► (0 - = "�-�^ 1e 9 Y P 3'-3' REFILL r ' O and provided by the manufacturer. ( ( � with similar conditions. Construction shall be 1* 15 2'-5 11/2- 9 1/2- 15 1.6 W 0��_Xl inspected prior to backfilling by the design engineer 1:30 2'-1" 41%2" 75 3.33 2. Septic Tank: �_ (((YYY to assure con liance with these s ecifications. 3'-2" 8.SILLis� P P L' 45 2•-6' 8 15 3. 4p2:00 3'-2" 4' 15 3.75(2) f,000 gallon tanks.IV. MINIMUM SETBACKS: 2'-6" REFILLTanks constructed on site (not recommended) shal2 15 2'-6t/2' 8 1/215 4.3 a roved b Ea le Count Health De artment rior 2'-3' 31/2" 15 4.3PP Y 9 Y P P The following minimum setbacks hove been established by construction. A prefabricated tank is recommendeEagle County Health Deportment. Distances are given inTank location Is optional. Tank should be located feet.Owithin minimum setbacks in a location accessible f O TEST HOLE NO. 3 TOTAL DEPTH 2'-7 1 4' cN future service _ SPRINGS POTABLE POTABLE l (n WELLS, WATER WATER DWELLING, READING CHANGE IN ELAPSED PERCOLATION 3. Infiltrators SUCTION SUPPLY SUPPLY OCCUPIED PROP. SUBSOIL DRY SEPTIC TIME (mm) DEPTH (in) TIME (min) RATE (minAin) The infiltrator will be a Standard Infiltrator with LINES LINE CISTERN BUILDING LINE DRAIN GULCH TANK dimensions of 34' x 75' x 12 Infiltrators must 3'-7' REFILL -- -= be placed level in compliance with all ABSORP- 12:15 3'-1' 6" 15 2.5 manufacturer's specifications. TION 100 25 25 20 10 10 25 10 12.30 2'-9 1/2" 3 1/2' 15 4.3 TRENCH 3'-7 1/2' REf1 L 12:45 3'-2" 5 1}2" 15 2.7 J% 4. Distribution Tee: SEPTIC 50 10 25 5 10 10s 10+ -- 3'-8 REFILL TANK 1:15 3'-3" 5" 15 3 1:30 3'-O" 3" 15 5 Flow shall be distributed to absorption laterals using 3'-7' REFI4 tee fittings as shown in the plan view. Tee fittings 1:45 3'-1 3/4' S 11/4 15 2.8 • Crossings may be permitted where pipelines are constructed of sufficient 2.00 2' 3'-lj-7 REFILL 5 6 /4' 2 f2' 15 6 shall be placed level. strength to contain flows under pressure. 2.15 3'-2" 5" 15 3 /Wv 3'-0" 2' 15 7-5 AVERAGE PERCOLATION RA ' 5.0 MIN./I SHEET 1 OF 1