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HomeMy WebLinkAbout351 Big Pinon - 246502301005 - 1324-94ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1324 Please call for final inspection before covering any portion of installed system. OWNER: Charles & Linda Held PHONE: 963-1909 MAILINGADDRESS: P.O. BOX 28173 Olry: El Jebel State: CO Zip: 81628 APPLICANT: SAA PHONE: SYSTEM LOCATION: 0351 Big Pinon Dr., El Jebel TAX PARCEL NUMBER: 2465-023-01-005 LICENSED INSTALLER: JW COnstruction LICENSENO: 17-94 DESIGN ENGINEER OF SYSTEM: INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 563 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install 16 infiltrator units in trenches, or 200 lineal ft SB2 in trenches. Install inspection portals at the end of each trench. n ENVIRONMENTAL HEALTH APPROVAL: , DATE: 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: 562, SQUARE FEET. INSTALLED SEPTIC TANK: 1000 GALLON 210 DEGREES 24 FEET FROM south facing side of house SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY X YES NO COMPLIANCE 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: ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit Building Permit # CP 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: lv • ri en Ll d a MAILING ADDRESS: PHONE: %3-HO9 APPLICANT/CONTACT PERSON: l hoy-le-S 40A PHONE: 2-34 3-7 LICENSED SYSTEMS CONTRACTOR: V a) oanfhtaf�21 &-f PHONE: 2--7 42-t COMPANY / DBA : `� U ) wsl U 0+ kl ADDRESS: I �� C�J` �'Y�Q l nGi PERMIT APPLICATION IS FOR: (X NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Lf t_cc.tL q J E8�fes Tax Parcel Number: L05 - ©a - 61- 665 Lot Size: 4, 110 Physical Address: �JJr ( I i Ui6 n 1r; v BUILDING TYPE: (Check applicable category) Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: Number Number Type _ of Bedrooms _3 of Bedrooms *These systems require design by a Registered Professional Engineer SIGNATURE: Audi, AQ Date: �Z ********************************************************* ************ ** AMOUNT PAID: 50, RECEIPT # : / m 7" C) DATE: CHECK #: �2 �; UT- CASHIER: COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY; COLORADO July 25, 1994 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 Charles & Linda Held P.O. Box 28173 E1 Jebel, CO 81628 RE: Final of ISDS Permit No. 1324-94 Parcel #2465-023-01-005 Property located at: 0351 Big Pinion Dr. El Jebel Dear Mr. & Mrs. Held, 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 dwelling 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, Shannon Garton Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit cc: files COMMUNITY DEVLOPMENT DEPARTMENT (303) 328-8730 DATE: TO: FROM: RE: 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 EAGLE COUNTY, COLORADO April 7, 1994 JW Construction Environmental Health Division Issuance of Individual Sewage Disposal System Permit No.1324, Tax Parcel # 2465-023-01-005 Property Located at: 0351 Big Pionon,El Jebel Enclosed is your ISDS Permit No. 1324 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 Tania M. Busch -Weak at 328-8755. ,I cc: files ISDS PERMIT - PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. OWNER: LEGAL DESCRIPTION: 9Q �/js _ ���_� i _w --'s MAILING ADDRESS: CGF)) 0--) or TYPE OF DWELLING: NUMBER OF BEDROOMS 3 TEST HOLES PRE-SOAKED: YES X NO TTME Wamcn 1 2 3 1 2 3 1 2 3 1 2 3 SU1L FROFIL 0' I0 'a ' 1, NO llq'� L0 31 'q5 LLD �5 5) 5a )6-15 ,a D L5 15, ,�6 5b 5'-- 19-1s0 i -116 i 015 e q5 ,� ,icy � 6 DD DJ U 0,96 q 5, j�?, �5 e C� ��75 (�,, 7, D5 Uo o-�- I Ct . � . O, s c t9lu 8 l0 1 I ',E' C" �� �DJ ].I D� s� � Q �5 Its 1C•' �i,�S : i, 5 0�� d 5 1 (��5 Time to drop last inch PERC RATE: ^ �1�'j MINIMUM SEPTIC TANK SIZE: 0 MINIMUM LEACH FIELD SIZE: COMMENTS: LXZ& i L) l f"\C PERC TEST DONE BY: DATE: 1 Lo Environmental He lth Offi er o rev. 6/90ks C)x C0`15 5 L , and Charles Held mber 29, 1992 2 damage. We recommend the potential for future debris flow activity be evaluated by an engineering geologist. An evaluation of potential geologic hazards at the site is beyond the scope of our current study. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the locations shown on Fig. 1. The logs of, the pits are presented on Fig. 2. The subsoils encountered in Pit 1, below about 1 foot of topsoil, consist of low density sandy silt to a depth of 5 feet. Below the sandy silt, stiff sandy silty clay was encountered. The clay soil was encountered in Pit 2 below about 1 foot of topsoil to . the full depth of exploration, 9 feet. Results of consolidation testing performed on a relatively undisturbed sample of the upper sandy silt soil from Pit 1, shown on Fig. 4, indicate a moderate potential for settlement when wetted under constant light surcharge (collapse) and high compressibility upon additional loading. Results of consolidation tests performed on a sample of the stiff clay soil from Pit 2, shown on Fig. 5, indicate a low potential for collapse when wetted under constant light surcharge and moderate compressibility upon additional loading. Laboratory testing is summarized on Table I. No free water was observed in the pits at the time of excavation. Foundation Recommendations: Considering the subsoils encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the lower stiff clay soil encountered in Pit 1 below a depth of 5 feet and in Pit 2 below a depth of 1 foot for support of the proposed residence. The spread footings should be designed for an allowable bearing pressure of 1500 psf. We expect settlement of foundations constructed as described in this section will be on the order of 1 inch. Additional differential settlement and building distress could occur if foundation soils become wet. Surface runoff, irrigation, and utility leakage are possible sources of water which could cause wetting. Footings should continuous walls and 2 feet for columns. Topsoil, low be a minimum width of 16 inches for ntered at the foundation bearing level within the density silt, loose and disturbed soils encou excavation should be removed and the footings extended down to adequate natural bearing material. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 42 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Heavily reinforced concrete foundation walls are recommended for the building support to limit distress to the building in the event of some differential settlement. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf. Floor Slabs: The natural on -site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. There is a risk of some differential movement caused by wetting of the subsoils. To reduce the effects of some differential movement, floor slabs. should be separated from all bearing walls ancolumns ointswith be expansion nts which allow reduce damage unrestrained vertical movement. Floor slab control ChenONorthern, T c Consulting Engineers and Scientists BIG PINON APPROXIMATE I Is I0 PIT I' []PROPOSED . 0 RESIDENCE PIT 2 LOT BOUNDARIES LO SCALE 100, I ' UTILITY EASEMENT � 4 471 92 1 ChenONorthern,Inc I LOCATION OF EXPLORATORY PITS I Fig. I LEGEND: (� Topsoil; sandy silt, stiff, slightly moist, dark brown, organic. �] Clay and Silt (CL-ML); very sandy; [� calcareous. stiff,.slightly moist, light brown, porous, FClay (CL); silty, sandy, slightly gravelly, scattered cobbles, stiff, slightly moist, brown, calcareous, blocky, low plasticity. Hand Driven Liner Sample. NOTES: 1. Exploratory pits were excavated on August 31, 1992 with a backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Relative elevations of exploratory pits were measured by hand level. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavation. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (�) DD = Dry Density (pcf) -200 = Percent passing No. 200 sieve 4 471 92 1 Chen*Northern, Ine. I Legend and Notes Fig. 3 Pit 1 Elev. = 100.0' 100 WC=5 51 DD=88 95-200=59 90 Pit 2 .Elev. = 94.0' Note: Explanation of symbols presented on Fig. 3. QIP 95 w 14 471 92 I ChenONorthern,Inc. 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