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Home My WebLink About264 Red Rock Rd - 246510401002 - 1439-94IS EXPIREDINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 f^ Telephone:328-8755 n [� 1 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. ri PERMIT NO. 1439 OWNER: Ace Lane and John Davis PHONE: 927-9700 MAILINGADDRESS: 20 Sunset Dr. , Suite #5 OwBasalt s1a1e: CO zrP: 81621 APPLICANT: John Davis PHONE: 927-9700 SYSTEMLOCATION: 0264 Red Rock Rd El Jebel TAX PARCEL NUMBER: 2465-101-01-002 LICENSED INSTALLER: Aspen Earthmoying LICENSE NO: 56-94 DESIGN ENGINEER OF SYSTEM: INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 5 62 . 5 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install 562.5 SF of absorption trenches. Install inspection ports at the end of each trench and do not_backfill until final inspection is completed Call our office if you have questioa regarding a specific technology. ENVIRONMENTAL HEALTH APPROVAL: DATE: `il 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 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: SQUARE FEET. INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN S" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY YES —NO COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: PERMIT FEE PERCOLATION TEST FEE OWNER: RECEIPT # CHECK# Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # _ Building Permit 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: MAILING ADDRESS: �� L� PHONE: APPLICANT/ CONTACT PERSON: ` 4 _! _ i 1"✓1-� PHONE: r LICENSED SYSTEMS CONTRACTOR:' `b d�1N �Lr-�C7 PHONE: PERMIT APPLICATION IS FOR: NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPO Legal Description: �� Tax Parcel Number Physical Address: BUILDING TYPE: (Check applicable category) (� Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (}�) Well ( ) ( ) Public Name *These systems r SIGNATURE: *************** AMOUNT PAID: SYSTEM: Twn�� B Sa��'!^ 3 (Check applicable category) Spring ( ) Surface of Supplier:. Number Number Type _ of Bedrooms of Bedrooms 'quire des' by a Registered Professional Enginee Date: i �•� ******************************************* ** ** ******* �6� RECEIPT DATE: CHECK i CASHIER: F' COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 DATE: TO: FROM: EAGLE COUNTY, COLORADO November 22, 1994 Aspen Earthmoving Environmental Health Division 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 RE: Issuance of Individual Sewage Disposal System Permit No. 1439-94, Tax Parcel # 2465-101-01-002 Property Located at: 0264 Red Rock Road, E1 Jebel. Enclosed is your ISDS Permit No. 1439 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. Please call our office well in advance for, the final inspection. 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._ 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 COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 EAGLE COUNTY, COLORADO December 2, 1994 Ace Lane & John Davis 20 Sunset Dr., Suite #5 Basalt, CO 81621 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 #1439-94 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 #1439-94 File ISDS PERMIT PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. OWNER: LEGAL DESCRIPTION:--�y��®G��G�l MAILING ADDRESS: c ✓1 a�� 5��-�---� �� J TYPE OF DWELLING: -- L� NUMBER OF BEDROOMS �cvrer�r�r�r�r�r�r��r�r��Ic��Ir�cYr�k�r�lr��'1r`*�r�r��r�r*yr�r�r�r�r�r�r�r�r�r�r�r�r�r�e TEST HOLES PRE-SOAKED: YES �� NO TTMF. WSTL`D TL+OTV r�tr.�rr.n r�r. nrr r ww..... Emim�i �� MENi i EMIN P-021104,11-1�a��i E01117A�m immiff molm NMI= 11111 mmim. mim'Immiff Time to drop last inch PERC RATE: /0 MINIMUM SEPTIC TANK SIZE:_ MINIMUM LEACH FIELD SIZE: COMMENTS: �+ Alp 60616 LA) PERM TEZT/ DONE BY: rr enta: /90ks � DATE: Officer mN G o J`7 `:f) ,4`43 1439-94 - Parcel # 2465-101-01-002 ,JOB NA�k _? '" Lot 2, .Red Rock Ranch LANE/DAVIS 0264 Red Rock Rd. L :Tcd JOB LOCATION BILL TO DATE STARTED DATE 7M7ED DAT . .JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 27$ ®® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER a Printed in U.S.A. # - F GENERAL NOTES: Davis Residence Job No. DESIGN LIVE LOADS: - a. Roofs-------------------- 45 PSF Snow - -- b. Floors ------------------- 40 PSF (Decks 60 PSF)_ - c. Basic Wind"Speed------- --75 MPH (Exposure B) - - - C d. Seismic.Zone--------------I — - LU FOUNDATION DESIGN: _ = O Q W - - -3 O cc a. Design of individual and continuous foot-ings is based on an - assumed maximum allowable bearing pressure of !L 00 lbs. per { square foot (dead load plus full live load)at, placed on the nural undisturbed soil, or compacted structural fill, below _ - - t- _ frost depth. = i b.,Soil conditions and types shall be verified by a representative of the Soils Engineer during excavation. REINFORCED CONCRETE: a. All concrete design is based on the "Building Code Requirements - for Reinforced Concrete" (ACI 318-83 Revised 1986). - b. All structural concrete shall have a minimum 28-day compressive _ strength of 3000 psi. ' c. Provide continuous shear keys at vertical cold joints and where shown on drawings. REINFORCING STEEL: t a. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. - - -- C b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification A615-79 and shall be minimum grade 60. �D = - c. At splices in concrete, lap bars 36 diameters. At corners, make horizontal bars continuous or provide corner bars. Around i 5�/! openings and steps in walls provide 245's extending 2'-0 -_ beyond edge of opening or step. d. Except -as noted on the drawings, minimum concrete protection _ - ' for reinforcement shall be in accordance with ACI 318-83. - N e. Welded wire fabric shall conform to ASTM Specification A-185. _ STRUCTURAL STEEL: y S= pG' - ■s: �- a. Structural steel members shall be ASTM A36. All bolts, including anchor bolts, shall be ASTM A307. _ - I b. Expansion bolts shall be approved wedge type_ with _the following -- minimum embedments:-1/2`dia. bolts 2-1/211; 5/8" dia. bolts - -(2,aT�ft - � - - - 3"; 3/4" dia. bolts - 4". c. All welding shall be done by a certified welder. - 3CL -- -- - ---_-_ - - — - F STRUCTURAL WOOD FRAMING: i _ ca - a. Except where noted otherwise, all 2" lumber shall be Douglas Fir -Larch S4S No. 2 and better, and all solid timber beams and posts shall be Douglas Fir -Larch No. 1. G N W _ b. Studs shall be Stud grade and better Douglas Fir -Larch. c. Top and bottom plates shall be Douglas Fir -Larch #2 and better. ! ' d. Provide solid blocking at supports for wood joists. Within ' - kf floor joist spaces beneath solid or built-up columns noted on- k plans, blocking of area equivalent to column above shall be — - provided. — - e. Provide wind/seismic anchor at supports for all roof joists andppz �l9 Fos ED k trussed rafters. Anchor type shall be approved by the a Structural Engineer. k� f. Except as noted otherwise, minimum nailing shall be provided as /n� 0 am ! specified in Table No. 25-Q "Nailing Schedule" of the U.B.C., PS W 1991 edition. 2x6 studs shall have 3-16d nails each end: g. All plywood floor and roof.sheathing shall be as noted on the i f �� t � t - --- drawings. Nail and glue plywood floor sheathing to floor joists with adhesive conforming to U.B.C. Standard No. 25-19.- h. Trussed rafters) or manufactured joists, -shall be designed -by a _-- -! - -__ --- - - - ! �LdE�P�J� f \DE �q •d � � �� - t0" - Colorado registered engineer to support the full uniform- dead and live loads and any other superimposed loads. Web - - arrangement and member forces shall be determined by the pR�p��Ev rid E ` fabricator. -Stresses shall not exceed those allowed by the f U.B.C. 1991 edition. Load duration factor shall be 1.00. Q.- i. Unless otherwise noted, steel connectors such as those j-�'1 ��►. 3 % �N _ - t -- manufactured by Simpson Company shall be used to join rafters,CO trusses, joists, or beams to other members at flush -framed m ` 19i,�'- conditions. Connector conditions not otherwis4 noted shall ` utilize Type U, Type IU or Type HU hangers of a siie P1 specifically designed for the member supported, as shown in - t manufacturer's published tables. STRUCTURAL GLUED LAMINATED TIMBER: Mpf }j- a. Materials, manufacturer and quality control shall be in -- conformance with AITC Product Standard PS 56-73, "Structural Glued Laminated Timber" � � •_ b. Lumber shall be of such stress grade to provide glued laminated members with AITC combination symbols-24F-V4, unless noted - / _ '-? $ �'� • otherwise on drawings'. c. All members shall be Architectural Appearance Grade, unless • _ - i-�„ _ _ - ,,_ indicated otherwise by the Architect.- d. Adhesives shall _meet the= requirements for' wet condi- tionso€ service: -— S - - e. All members shall have no camber. lE.l�d` BACKFILLING: ' -- - _\ - •, - o T a. De not backfi'lI against retaining walls until supporting 2 L L o W t - N e.ements are in place and securely anchored, or adequately 2.1 4GREE' _ V stored. • Z F- f b. Vtrify type of fill with Soils Engineer and Structural Engineer i t� W 0 prior to backfilling. t /// _ 1 Q GROUT: a. All grout beneath column base plates or steel beams at bearings• W stall be non -shrink, "Embeco", "Five -Star" or equal. \ Z�+ WIND BIACING: �" Q a. Walls over 4 feet -long which are sheathed with gypsum wallboard rt on one or both faces have been designed to resist wind_ forces it accordance with Table 47-I of the U.B.C. - 3? V t`/ N b. Nail all I/2" gypsum wallboard to studs and to top and bottom Plates with 5d-cooler nails at 7" maximum. 0 \ fa c. Provide-1/2" thick, APA'rated sheathing- 24/16, exposure 1, at ' V exterior face of exterior walls. Block all horizontal joints. U FRAMING NOTES: W EXTERIOR WALLS: 7 - - - Q t a. All exterior walls are 2 x 6 studs @ 16" o.c. to a maximum height of 12'-6, 2 x 6 studs @ 12" o.c. to a maximum height of - s c Al L t 14'-6 and 2 - 2 x 6's @ 16" to a maximum height of 17'-4 unless — otherwise noted. _ b. Provide 2 - 2 x 10 headers over all door and window openings f unless otherwise noted. c. Atbeam bearing locations in stud walls, provide multiple -stud pcsts.equal to width of bearing member unless noted otherwise - r INTERIM LOAD -BEARING WALLS: — a. Ieterior load -bearing walls are 2 x 4 studs at 16" o.c. unless otherwise noted. _ b. Provide 2 - 2 x 10 headers over openings in wall unless otherwise noted. - c. At beam bearing locations in stud walls, provide multiple" -stud posts equal to width of bearing member unless noted otherwise. - — _