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HomeMy WebLinkAbout375 Escalante - 239127205006 - 1350-94ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway - Eagle, Colorado 01631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1350 Please call for final inspection before covering any portion of installed system. OWNER: Bob & Judy Arnold PHONE: 963-2509 MAILINGADDRESS: 103 Fawn Drive City; El Jebel State: CO Zip: APPLICANT: Crary Heisel PHONE: 945-6654 SYSTEMLOCATION: 375 Escalante, El Jebel TAX PARCEL NUMBER: 2391-272-05-006 LICENSED INSTALLER: DEMCO Construction LICENSENO: 39-94 DESIGN ENGINEER OF SYSTEM: INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 100D GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: 983 xxx SQUARE FEET OF SEEPAGE BED lift SQUARE FEET OF TRENCH BOTTOM. 340 SPECIAL REQUIREMENTS: Install jq infiltrator units in trenches, or ,Q lineal feet of SB2 in trenche nstall inspection portals at the end of each trench. Call for final inspection prior to backfillin . Be sure to rake the trench bottoms, ENVIRONMENTAL HEALTH APPROVAL: DATE: 5 / 19 / 94 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: 983 SQUARE FEET. INSTALLED SEPTIC TANK: 1000 GALLON 0 DEGREES 36 FEET FROM north facing side of the home 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: Pump the system once every two to three years. 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 # lii,,;uiu:pleLe HppllcaLzons w111 (Site Plan MUST be attached) NOT Be Accepted ISDS Permit # T`�bD Building Permit # 0 y APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) k�4C:CYf:rlcYt*Yl:�****�**YCyCYCY[�\�f JCYC*YCyc**:r:�****:cYeYt*YCycyf:r**:F*****yc:�YfYCYC:F:it:�ycyt*y[*ye*YC*Yc**;C * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE -t�1.2.5-._0-0----°* * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" :c:icYc:irYc�t:irYcYtYr�tycYe�c:Kk�tYtytytYCYcytycYc:tc�lt*�t�YyeytJeYc:tYCHeytyc:Ir:k:k:k:c�ryt**Yt*yc:tYt:e�cYc**YtYr*�YYc�YtkYCYcYcyc:�y[:kk PROPERTY OWNER: So(3 R(up -3upy Ae luol-p MAILING ADDRESS: 163 F(9(uA) o 2iVE EL } EDEL PHONE: to3-?-50q APPLICANT/CONTACT PERSON: C9 AC E 15 EL PHONE LICENSED SYSTEMS CONTRACTOR: if PHONE: COMPANY/DBA: ,OE97C6 G6A)ST P-OCT/87-ADDRESS : Q/81 Fh19UA%1 LH A19- 61-t k)uyvop PERMIT APPLICATION IS FOR: (!-I' NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: LLof & tqSd9E19 /YNESH g:Sifr 7`eS Ffesr Fl"AJ6 Tax Parcel Number: a 3c)) 27Z- ©E (306 Lot Size: old �}C jZ�s Physical Address: 375 scm 1gtg'tv-- BUILDING TYPE: (Check applicable category) (k,',`� Residential/Single Family Number of Bedrooms 3 ( ) ResidentialJMulti-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) ( ) well ( ) Spring ( ) Surface (k� Public Name of Supplier: �1-5��/V /►)ESPY ESTi�Y'ES *These systems reLq/uire de ign by a Registered Professional Engineer SIGNATURE: RSA Date: Z -q q Ycyc*Yryc*YCYCYt�'t�k4C*'k**�kYc* yc ycYc*Yc�lr**srYc*YcYCYrYcy[Yc:kY[YC�'tYc*�'C7CYCYCY[yC*�'Cyc�kYCycYCYCYCY[Yci[yCYCYty[:k�k�YCYc AMOUNT PAID: �� ' RECEIPT (j� {� DATE: CHECK CASHIER: � 'w TIME LOG: TRAVEL: PERC: FINAL: COMMUNITY DEVLOPMENT DEPARTMENT (303)328-8730 EAGLE COUNTY, COLORADO June 9, 1994 Bob & Judy Arnold 103 Fawn Drive E1 Jebel, CO 81628 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 RE: Final'of ISDS Permit No. 1350-94 Parcel #2391-272-05-006 Property located at: 375 Escalante, E1 Jebel Dear Mr. and Mrs. Arnold, 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 May 19, 1994 DEMCO Construction Environmental Health Division Issuance of Individual Sewage Disposal System Permit No.1350, Tax Parcel # 2391-272-05-006 Property Located at: 375 Escalante. E1 Jebel. Enclosed is your ISDS Permit No. 1350 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. V1 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 Shannon Garton or Laura Fawcett at 328-8755. cc: files COMMUNITY DEVLOPMENT DEPARTMENT (303) 328-8730 DATE: TO: FROM: EAGLE COUNTY, COLORADO May 24, 1994 Gary Heisel 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. 1350, Tax Parcel # 2391-272-05-006 Property Located at: Lot 6 Aspen Mesa Estates First Filing. Enclosed is your ISDS Permit No. 1350 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 Shannon Garton or Laura Fawcett at 328-8755. cc: files %_1 lcl 1Irl vvl a lCl 11,111U. Consulting Engmr+,prs ,n($ Sc,enbsts ti March 30, 1994 Demco Construction Attn: Gary Heisel 0187 Fairway Drive Glenwood Springs CO 81601 5080 Roan 154 Gienw000 Springs. Coaoraoo 81601 303 945.7458 303 945.2363 Facsimile Subject: Subsoil Study for Foundation Design and Percolation Testing, Proposed Residence, Lot 6, Escalante Drive, Aspen Mesa Estates, Eagle County, Colorado Job No. 4 218 94 Dear Gary: As requested, Chen -Northern, Inc. performed a subsoil study for design of foundations at the subject site. We also performed percolation testing in the proposed leach field area. The study was conducted in accordance with our agreement for geotechnical engineering services to you, dated March 23, 1994. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a two story wood frame structure with an attached garage located in the vicinity of Pit 1 as shown on Fig. 1. Ground floor will be structural over crawl space except in the garage area where the floor will be slab -on - grade. Cut depths of about 4 to 6 feet are assumed. Foundation loadings for this type of construction are assumed to be relatively light. If building conditions or foundation loadings are significantly different from those described above, we should be notified to reevaluate the recommendations presented in this report. Site Conditions: Lot 6 is located on the north (downhill) side of Escalante Drive. The property is currently vacant and vegetation consists of grass, weeds and scrub oak. The site slopes moderately to steeply down toward the northeast with a total elevation change across the lot of about 30 feet. A natural drainage about 15 feet deep is located along the south property line and an irrigation ditch crosses the property from south to north. Subsurface Conditions: The subsurface conditions at the site were evaluated by observing one exploratory pit excavated at the location shown on Fig. 1. The log of the pit is presented on Fig. 2. The subsoils encountered, below about 1 foot of topsoil, consist of about 5 1/2 feet of very stiff sandy clay. Below the clay the subsoils consist of moderately cemented silty sand to the full depth of exploration, 8 1/2 feet. Results of swell - A member of the gjg group of companies ,Demco Construction March 30, 1994 Page 2 consolidation tests performed on a relatively undisturbed sample of the sandy clay soil indicate low compressibility under light to moderate surcharge and a low expansion potential when wetted under constant light surcharge. No free water was observed in the pit at the time of our field work. Foundation Recommendations: Considering the subsoils encountered in the exploratory pit and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 2500 psf for support of the proposed residence. Spread footings placed on the clay subsoil should also be designed to impose a minimum dead load pressure of 600 psf. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils and existing fill encountered at the foundation bearing level within the 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 48 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 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of 55 pcf. Floor Slabs: The natural on -site soils, exclusive of topsoil, are suitable to support lightly to moderately loaded slab -on -grade construction. The clay soils have an expansion potential. and some slab heave could occur if the underslab soils become wet. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4-inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2-inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on -site silty sand soil devoid of vegetation, topsoil and oversized rock. The on -site clay soils are not recommended for use as fill under slabs. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater may develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below grade construction, such as retaining walls, crawl space and basement areas, be protected from wetting and hydrostatic pressure Demco Construction March 30, 1994 Page 3 buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 2 feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Excessive wetting or drying of the foundation excavations and underslab areas should be avoided during construction. Drying can increase the expansion potential of the clay subsoils. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free draining wall backfill should be capped with about 2 feet of the on -site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percolation Testing: Percolation testing was performed in three pre -dug pre-soaked holes excavated in the bottom of backhoe pits located about 60 feet north of Pit 1. The percolation test pit locations are shown on Fig. 1. The tests were run in the silty sand soil below the overlying sandy clay. Percolation test results are presented on Table I. The results indicate a variable percolation rate in this area of 20 to 53 minutes per inch. This rate should be suitable for a conventional infiltration septic system. Limitations: This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pit excavated at the location indicated on Fig. 1 and the proposed type of construction. The nature and extent of subsurface variations across the site may not become evident until further excavation is performed. If during construction, fill, soil, rock or water conditions appear to be different from those described herein, this office should Demco Construction March 30, 1994 Page 4 be advised at once so reevaluation of the recommendations may be made. We recommend on -site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the soil engineer. Sincerely, ����������1111►IIIpN���iiii�i�i CHEN-NORTHERI����(P. A Thi Re' -- - - _ —, • _---- TLA/lr Attachments APPROXIMATE SCALE 1" = 100' LOT 5 .000 0000 O PIT 1 P-3 P-2 AL P-1 I -ccN EPSEM�N� LOT 7 I I O TEST/PROFILE PIT / PERCOLATION PIT 1 211 94 Chen*Northern, Inc. LOCATION OF EXPLORATORY PITS Fig 1 . I Job No. 4 218 94 LOG OF EXPLORATORY PITS Datum Prepared By TLA Date 3-30-94 Type/Size of Pit - Backhoe Reviewed By DCH Date Pit No. 1 Elevation Pit No. Elevation Location Middle of Building Envelope Location Depth, Class. Description of Materials Depth, Ft. Class. Description of Materials Ft. 0-1 TS Topsoil; sandy clay, soft, moist, brown, organic. 1-6 1/2 CL Clay; sandy, medium to stiff, moist, reddish brown, slightly calcareous. 6 1/2- SM Sand; silty, medium dense, slightly 8 1/2 moist, lightly cemented, light brown. Bottom of Pit at 8 1/2 feet 4 CL Laboratory Testing: Hand driven liner sample_ Water content = 13 % Dry Density = 106 pcf Fig. [i C C V, C4 QJ a E 0 U 1 218 94 Ch, Incen ONorth ern SWELL -CONSOLIDATION TEST RE S Flg. 3 10. rn 00 N oz 90 �oz^ ao� � a a .y as14 3 Q� x cz. lot h �o .o �o i. ^' rn in kn hto n M a 3w a `7 N •r a > n .r M h kn h � n M `O i ti 0 `O 0 3 � 0 (' h h h h in in in O ~ W a� a�ay C z O N ' x N a 00 N zz m O F d�O^ OG F a a a 3 e� H o d 3w (ar w w e � 3 •• w�o _ W a� wx � a xA� oz 0 x I 3 1350-94 - Parcel #2391-272-05-006 JOB NAME _ 375 Escalante Dr. ARNOLD Lot 6 Aspen Mesa Estates JOB NO. _ _loe I c1rnTtnrt BILL TO DATE STARTED DATE COMPLETED DATE BILLED ;1 � v o aTC,',�—A r ) Cq S� a 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 PrQdLict 278 Q® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A. 1#