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HomeMy WebLinkAbout4948 Bellyache Ridge Rd - 194134401010i EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PLEASE CALL FOR FINAL P. 0. Box 850 - 550 Broadway PERMIT MUST BE POSTED INSPECTION BEFORE COVERING Eagle, Colorado 81631 AT INSTALLATION SITE ANY PORTION OF INSTALLED SYSTEM No 533 c/o Midwest Telephon 328-7311 or 949-5257 or 927-3823 PERMIT NO. Box 131 9 Phone: 1-800-558-8448 OWNER: John Spalding ADDRESS: Appleton, Wisconsin 54912 SYSTEM LOCATION: Lot 66, Bellvache Ridqe Subdivision LICENSED INSTALLER: Donald D. "Scotty" Davis LICENSE NUMBER: -81 **CONDITIONAL INSTALLATION APPROVAL is hereby granted for the following: MINIMUM REQUIREMENTS: 75 0 gallon septic tank or aerated treatment unit. Absorption area or dispersal area computed as follows: PERCOLATION RATE: 1 inch in 5 minutes. Absorption Area per Bedroom sq. ft. No. of Bedrooms x sq. ft. minimum requirement per bedroom total sq. ft. minimum requirement. SPECIAL REQUIREMENTS: This is an alteration to an existing ISDS . The new minimum requirements are: 750 gal septic tank with min. 600 sq. ft. leach field to he ttGPd in ec�n3nn(I1 nn with Pxi cti ng 1 (1f1(1 gal rank and �rz well , DATE: Sept. 3, 1981 INSPECTOR. Erik W. Edeen **CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal System Regulations, adopted pursuant to authority granted in 25-10-104, C.R.S. 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 building and zoning departments shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.21 requires any person who constructs, alters, or installs an individual sewage disposal system to be licensed according to the Regulations. FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System Regulations until the installed system is approved prior to covering any part. Installed Absorption or Dispersal Area: i 0 sq. ft. Installed Septic Tank: % gallons. Design Engineer of System: T� Installer of System: C a_ Phone: Septic tank cleanout to within 12" of final glade or aerated access ports above grade? Yes �✓ No Proper materials and assembly? Yes No Compliance with permit requirements? Yes No Compliance with County/State regulations requirements? Yesy- No COMMENTS: /� 4-4, � nA >'7 I" (Any item checked "No" requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) DATE: /0 -- Z('=—,`—` 6( INSPECTOR: RE -INSPECTION DATE: INSPECTOR: ri,NJt KCIUKIv Iru3 t'VKIlvw AiIri rUUK 31It 1'LHN A;INU rttJ c3 2 8 - 7,-" 949-5257 927-3823 CENVIRONMENTAL HEALTH BOX 850 — 7� — EAGLE, COLORADO 81631 PERMIT FEE _ $75 PERCOLATION TEST FEE = $50 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT 9 NAME 'OF 014NER: �.%D/�/%/ �,��Gbj� .�a�C /S/ 9 ADDRESS:-f/ ./� PHONE: NAME. OF APPLICANT ( I F DIFFERENT FROM OWNER) : ADDRESS: j.� j j 11*1 PHONE: DESIGN ENGINEER OF SYSTEM (IF APPLICABLE): 1-21G-- ADDRESS: PHONE: -PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: ADDRESS: PHONE: PERMIT APPLICATION IS FOR: ( ) New Installation (�'^ Alteration ( ) Repair LOCATION OF PROPOSED FACILITY: County City or Town, if within City or Town Limits LEGAL DESCRIPTION: STREET (RURAL) ADDRESS: Lot Size IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY? ( pr-Y,es ( ) No BUILDING OR SERVICE TYPE: (Check applicable category) ( Residential - Single-family dwelling ( ) Residential - Triplex ( ) Residential - Duplex ( ) Residential - Quadplex ( ) Commercial - State usage # Persons j% — If # Bedrooms WASTE TYPES: ( Check all applicable) ae.� ( ) Commercial or Institutional ( � Dwelling ( ) Garbage Grinde ( ) Non -domestic wastes ( ) Transient Use ( ) Dishwasher ( ) Other ( kr Automatic Masher SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) Spring ( ) Creek or Stream Give depth of all wells within 200 feet of the system: If supplied by community water, give name of supplier: TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( 0-� Septic Tank ( ) Aeration Plant ( ) Chemical Toilet Vau I t FY''I V CIAI vJ L i �.� Tu i t s "% ire% L i Ing, c v;tab re 'vas ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, Other Use (, ) Grey Irrater ( ) Other WILL EFFLUENT BE DISCHARGED DIRECTLY Tun WATERS OF THE STATE? ( ) Yes ( 4—No Signature Date _ l L�( INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER GROUND CONDITIONS: Percent Ground Slope: Depth to Bedrock (per 8' Profile Hole): Depth to Groundwater Table: SOIL PERCOLATION TEST RESULTS: Minutes per inch in Hole No. 1 Minutes per inch in Hole No. 2 Minutes per inch in Hole No. 3 FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Above Ground Dispersal ( ) Sand Filter ( ) Underground Dispersal ( ) Wastewater Pond ( ) Other �� . - ��+`� � ^ ^u ' CO. Ol0EPAKTMENTOF ` ^, -`._ "'- —� ' +,`�'.. Nater�Pu1lution Control �~��si8n�yj,��,,^,,� ` East llth Avenue ` .Denver,Colorado 80220 - ' ` � ' ! NOTIFICATION OF PROPOSED DISCHARGE TO WATERS OF THE STATE* INDIVIDUAL.HOME SEWAGETREATMENT SYSTEM**, ' ' ` /> � Owner: ^~ Mail Address: l �y___ A. INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW: 61, Z - - Attach separate sheets or report showing entire ` area with respect to surroundin g areas, topography of area, habitable buildings, location of potable walls, so!] percolation test holes, sol l�profl ley in test holey. x 1. 'Location of far-! l yty: Countycity ortown '-- ^ La'al `des l ze � 2 ~�No. of 6gd Septic tank �apa�Y Aeration unit �apacl . / - ."".� ^/^/______ ' ' � \ 3. Source of domestic water: Publ1c `name, ' ' � "-^'-^-� ' .^'`` �^ °--~� n~�-.2��/� ' ^^`�� rr/v�L�; n�//���pu/�u,�.�=p"' "" '''"` y'"""" ,="^' `"=�^��___-�_' -� '��~~ . 4. Is facility within boundaries of a city/town or sanitation district?.",.. " �' ' Have you attempted to arrange a 'connection `with the system? ' - \ If rejected, what was the ` 78' f i lZ" -own on the location map, in minutes per,inch ' [J -- absorption ' ' test hole,� of drop in water level after qles.Ih,ave been soaked for 24 hours -� 7 Name, address, and telephone of person who made soil absorption tests: ` 8. Name, address, and telephone of person responsible for design of the system: / ' *Required by Article 66-28~l2`CK3, lq��, l��7 Perm.'Sum. 5upp.,\ ' .~ *Required in areas which have identified as areas in which ` danger of pollution. \ of waters of the State may occur (Art. 66-28-8(5), CRS) and/or areas in which there is no local septic tank ordi o^ . �^ � ' a.+.av l.1v vv VaY 1 1 LaY r 1. i�.v iv i....1ir tr�L 11LL1L 111 � s • : ROUTE FORM )ATE REFERRED ^yam APPLICATION NO. �S LOCAT 'I 'lease review the attached application and return it and this completed form =o the Environmental Health Office. ?,�Nti—IN G— Complies with: Yes Subdivision Regulationsl Zo ing Regulations Recommend Approval ,omments: 3UILDING Set Backs LI/ Site LoCI_��=7� As - Other Recommend Approval` ,omments: �_ Reviewed By Lincoln DeVore 1000 ft!st hilmore St Ceiofado Sprncis Colorado f30907 (303) 632-3593 Home Office John Spalding P.O. Box 23 Wolcott, CO 81655 August 18, 1981,: l Re: Subsurface Soils Investigation Proposed Addition at Lot 66 Bellyache Ridge Subdivision Wolcott, Colorado Sir: a We have completed the Subsurface.Soils Investigation for the above project. Two soil borings were drilled at the site. Samples obtained thereby were tested and.evaluated in the lab, along with other pertinent information, so that we could make recommendations with regard to foundation design and construction.. This letter reports the observations and recommendations made by Lincoln-DeVore with regard to a one- and two-story, wood -frame, split log paneled addition containing a garage, health and activities related rooms and storage spaces. Soil Classification: The site soils consist of 312- to 7 feet of colluvium derived from the Entrada, Morrison and Chinle Formations. As most of these formations are of claystone and very fine sandstone, the colluvium classifies principally as a silty clay (CL). Details are shown on the attached summary sheet for Soil Type No. 1. The colluvium is underlain by claystone and sandstone (Soil Type Nos. 2 and 3) of the Entrada and Morrison For- mations. (Detailed summary sheets also attached.) Weathered in the upper several feet, these formational materials are generally intact, dense and mildly expansive. It is recom- mended that the foundations bear on formational material at a maximum allowable bearing pressure of 4000 psf. In order to resist the potential swell of the most likely bearing material (Soil Type No. 2) a minimum contact pressure of 850 psf will be required. 602 East Bth Street Pueblo, Colo 81001 P.O. Box f 427 Glenwood Springy) Colo 81601 86 Rosemont Plaza Montrose, Colo 81401 P.O. Box 1882 Grand Junction, Cob 81501 P.O. Box 1643 Rock Springs, Wyu ti 9Qi (303)546-1150 (303) 945-6020 (303) 249-7838 (303) 242-8968 (307)382•2049 TEST. HOLE NO. / z TOP ELEVATION 6z'' %iGvY cc.aY., C C., 3it7Y 54..�oY co6{3I I _ CcAY ✓. tA.uOY 9A.I tee, Ae BCN-CLAY 14/l.z i 3 *.z x X XX X 5 ,�.,e, r 0 cc , s.G r r 6A,v0Y GGA Y, uxx 5 X X x Gil, gaNs`Y 'XxX X X x 7p X X X L. arSTo^✓� X X X X X C,C. P✓ 54n.O y GG4 Y) /C X X w 2 X X X �/ S 3 to G,rmaw L.-.) Str X XX P 10 7'T+ V. pr-vsC` --X)()( X.X XJCXxxx SANDS��� - XXr X XX XXXT sp �� �G L, 6 /GOY GG,aY�3 e G►, p� SgNDY I"ra9 ,/ 15 15— V. ivsel' SauosTo,✓t; CZAVSTONZ XX / xXX x X SANaY GG4Y S/NOV GLAY� XJ�.JC V. -Dl&WAvlll!r . - ® - -- . ... - C�,.4YSTO,VC xxx (GG; X X X SeuoY auY� X XJC 25 G,�a J� lx XX . so/s 25 v aa,...s� XXX LDTG "4666I GS .eiyG // / LINCOLN COLORADO: COLORADO SPRINGS, C�c4TiaNS - GVT �G DeVQRE PUEBLO , GLENWOOD SPRINGS, Boisg,AT �tGLY.QGHB b� �u6. - L) ENGINEERS- GRAND JUNCTION , NTRQSE, GEOLOGISTS WYOMING: ROCK SPRIRI NGS SUMMARY SHEET Soil Sample GL Test No. _ ¢off G / G S Location Gyacviwo�� qua- LcJ��o�r; LD Date Boring No . Depth Sample No. 3 Test by A-bD Natural Water Content (w) Specific Gravity (Gs) In Place Density (ro)_ pcf SIEVE ANALYSIS: Sieve No . % Passing 1 1 /2" 1/1211 4 20 �¢ s 40 100 GS8 200 s'1- s HYDROMETER ANALYSIS: Grain size (mm) % D - 02 ¢b. S O•oOS 3/. ¢ SOIL ANALYSIS Plastic Limit P.L. % Liquid Limit L. L. Plasticity Index P.I. 17--5 Shrinkage Limit_ °lo Flow Index Shrinkage Ratio Volumetric Change _ _% Lineal Shrinkage %. MOISTURE DENSITY: ASTM METHOD Optimum lv isture Content d� Maximum Dry Density -T-d =pcf California Bearhig Ratio (avl,�°lo Swell- Days3/0 Swell against O psf Wo gain�o BEARING: Housel Penetrometer (av) osf Unconfined Compression (qu) psf Plate Bearing: psf Inches Settlement Consolidation % under psf PERMEABILITY: K (at 20°C) Void Ratio_ Sulfates ppm . LINCOLN-DeVORE TESTING LABORATORY COLORADO SPRINGS, COLORADO John Spalding SSI Prop. Addition at Lot 66 Bellyache Ridge Subdivision August 18, 1981 Page - 2 - Man -Made Fill: Soils appear to be native to the site. Moisture Conditions at Time of Inspection: The colluvial soils had a moisture content of 19.8 percent. The formational bed- rock had generally lower moisture contents varying from 2.9 to 15.3 percent. These may be described as low to moderate moisture levels. Foundation Type Recommended: The no footing foundation system with the stem wall resting directly on the soil is recommended. Voids will be requires. This addition is located on a relatively gentle to moderate slope, with a change in elevation from the far end to the existing building of 3 to 5 feet. No major cuts. are anticipated and some fill placement near.the existing house appears likely. No major lateral loads due, to high cuts and fills are expected. Reinforcing: Reinforcing should consist of five ##5 rebars, three of'them near the top, placed continuously around the build- ing without any gaps or breaks. Additional ##5 rebars should be placed at 45Q at any steps in the foundation wall,'and.all reinforcing should have a minimum lap of 15 inches. Floor s,labs�on grade should be positively separated from all structural portions of the building and allowed to 4loat freely. Non -bearing partitions resting on slabs on grade should be con- structed with a void space, at the bottom preferably, to allow for freedom of movement without affecting the roof or floor above. Bearing partitions should have their own foundations. For multi -level structure, stairway between floors should not be constructed as a rigid connection, but should allow for vertical movement in the floor slab. Drainage and Grading: Surface grading should be constructed in such a manner that all runoff moisture is removed from the vicinity of the structure as quickly as possible. Roof drains, if any, should.be carried across backfilled areas and allowed to discharge well away from the building. Water should not be allowed to pond in areas of backfill. It is recommended that a peripheral drain be constructed around the living area of this structure. John Spalding SSI Prop. Addition at Lot 66 Bellyache Ridge Subdivision August 18, 1981 Page - 3 - To aid in keeping water from reaching beneath the building, all backfill around the building and in utility trenches leading to the building, should be mechanically compacted to 90% of the maximum Proctor density, ASTM D-698. All fill should be com- posed of the native soils and no fill should be soaked, jetted or ponded. Cement Type: Type II Cement should be used in contact with the ground. Remarks: The open excavation must be inspected prior to the t?7 ac+r�mF+nt of concrete to es a ish that materla s o e proper design bearing capacity have been encountered and that no soft spots or debris are present in the foundation area. The design and construction of foundation should anticipate some differential movement of the addition relative to the existing. building that has had some years to stabilize. Where possible, free "floating" connections should be made to allow for move- ment without major stress damage. Probably movement for foun- dations on formational bedrock should be very slight. Care should be taken to avoid undermining or overloading existing foundations. If questions. arise or further information is required, please do not hesitate to contact Lincoln-DeVore at any time. Respectfully submitted, C �` LINCOLN-DeVORE TESTING LABORATORY, INC. 6 By: , A��- y Gary 67 Krzis i P E. Grand Jun n Office Reviewed by: - GMK/jb LDTL Job No. 40661GS ��,,:. .�•- . __._ -� _ --� � �- _ _ -----. `�,I � it L� '-�-`--1 •1, \I_ � i\ t.J F � �� ! `1 � ` :,� tit _ /• \ `'` ��/ �' /:��:v/ ' IN 860 _�. J �/ �/� ��\ •J./ - - ' _ \ \\� - /•� a �..• l! TRAIL -�•-�_�� j/7i _- ��� �� �, ,; •,�� ; ,•ram ��sf� \'bGnG.d•d 0406e,-, / C>�rNs2'AL emirs Go�,.�nd../- X-21117-11,,2 A7- LINCOLN DeVO RE COLORADO= COLORADO SPR{NGS, PUEBLO, GLENWOOD SPRINGS, Gam- i", ENGINEERS- GRAND JUNCTION , MO- MTROSE, SUMMARY SHEET Soil Sample CG �Ays; a,�s) Test No. ¢o (,6 / GS Location LorBalLyAcWd 2o4E Smw- 4c -,-e=CO Date B-izA/ Boring. No . Depth_ Sample No. Z Test by_ ,aaD Natural Water Content (w) Specific Gravity (Gs) In Place Density (ro) _pcf SIEVE ANALYSIS: Sieve No. % Passing 1 1/2" 1° 3/411 1/211 4�00.0•0 10 98• 20 RR.z 40 100 7o.v 200 G e s• HYDROMETER ANALYSIS: Plastic Limit P.L. L7 Liquid Limit L. L. 34•.2 % Plasticity Index P.I._ /9./ Shrinkage Lima. Flow Index — Shrinkage Ratio —216 Volumetric Change °lo Lineal .Shrinkage MOISTURE DENSITY: ASTM METHOD OptimurY,. Moisture Content : -, Jo Maximum Dry Density -Td_—_ —pcf California Bearing Ratio Swe I I :_ Days Swell against/5 psf Wo gain. 3 °o Grain size (mm) % BEARING: a • oz House I Penetrometer (av) psf o ao5 -�o. do Unconfined Compression (qu) psf Plate Bearing:_ psf Inches Settlement Consolidation % under psf SOIL ANALYSIS PERMEABILITY: K (at 200C).— Void Ratio Sulfates ppm. LINCOLN-DeVORE TESTING LABORATORY COLORADO SPRINGS, COLORADO SUMMARY SHEET Soil Sample ,a�0Cbs1�� Test No. _ 4oG i G S Location Lo,' 66-1,�?eu.?1.4c.d610,66 w Sas- Boring No. Depth Sample No . / Natural Water Content (w) Specific Gravity (Gs) SIEVE ANALYSIS: Sieve No. % Passing Date 8-/z -B / Test by— ADD. In Place Density (2►0)_�pcf 1n 3/4" 1/211 4 10gG • -7 20 ss,9 40— 100 73.4 200 HYDROMETER ANALYSIS: Grain size (mm) % o, ooS 30, SOIL ANALYSIS Plastic Limit P.L. zo 1 Liquid Limit L. L. e7.3 % Plasticity Index P.I. //0.4 % Shrinkage . Limit Flow Index Shrinkage_ Ratio Volumetric Change olo Lineal Shrinkage MOISTURE DENSITY: ASTM METHOD Optimum MaisFure Content o Maximum Dry Density -2'd pcf California Bearing Ratio (av)L Swell- Days Swell against 6 psf Wo gain o BEARING: Housel Penetrometer (av) nsf Unconfined Compression (qu) psf Plate Bearing: psf Inches Settlement Consolidation % under psf PERMEABILITY: K (at 200C)_ Void Ratio Sulfates ppm , LINCOLN-DeVORE TESTING LABORATORY COLORADO SPRINGS, COLORADO TELEPHONE EAGLE COUNTY Board of County Eagle, Colorado 81631 Commissioners Ext 241 January 19, 1984 Assessor Ext 202 Ms. Sandy Hahn Clerk and First Western Mortgage Corporation Recorder P.O. Box 1237 Ext 217 Vail, Colorado 81658 Sheriff Re: Eagle: Ext 211 Basalt: 927-3244 Gilman: 827-5751 Treasurer Ext 201 Administration Ext 241 Animal Shelter 949-4292 Building Inspection Ext 226 or 229 Community Development Ext 226 or 229 County Attorney Ext 263 Engineer Ext 236 Environmental Health Ext 238 Extension Agent Ext 247 Library Ext 255 Public Health Eagle: Ext 252 Vail: 476-5844 Personnel Ext 241 Purchasing Ext 245 Road and Bridge Ext 257 Social Services 328-6328 INDIVIDUAL SEWAGE DISPOSAL SYSTEM INSPE,,,,,,, Located on Lot 66 - Filing #2 - Bellyache Ridge Dear Ms. Hahn: All water and sewage disposal system loan inspections are done under the authority of the Eagle County Building Regulations, Section 10, sub -paragraph 3-A, adopted by the Eagle County Commissioners, Sep- tember 20, 1982. An on -site inspection on'Wednesday, January 18, 1984 of the above referenced property revealed that major repair work had recently been finsihed on the Individual Sewage Disposal System (ISDS) serving the older portion of the home. According to Eagle County's ISDS regulations, all major repair work requires a permit. The repair work was initiated without the required County permit although an application has been applied for by the contractor, Mr. Donald Davis. This office cannot confirm that the repair work was accomplished in accordance with the appropriate stan- dards and regulations since an inspection was not done prior to covering the system (although Mr. Davis is a licensed installer (No.016-83) in Eagle County and is knowledgeable of such installations). A $150.00 ISDS repair permit fee is required prior to issuance of a permit for the above described repairs (f nvoice attached). There is a separate individual sewage disposal system serving the newer portion/addition to the residence. This system appears to be functioning properly. This system was approved in October of 1981 and Permit No. 533 was issued, in accordance with applicable County regulations governing such installations. This department recommends that the septic tank be -pumped every four years. Potable water is supplied by the community water supply (Bellyache Ridge). This water supply is inspected annually and tested by the Colorado Depart- ment of Health on a routine basis. If you have any further questions concerning this matter, please contact our office. Sincerely, 3� Sidney N. Fox Assistant Environmental EAGLE COUNTY SNF/lf Encs. cc:'- Donald Davis Health Officer B. SIGNATURES OF LOCAL OFFICIALS: The undersigned have reviewed the notification described on the front of this sheet and recommend approval or disapproval of the discharge as shown below; t Date Approval Disapproval Signature for Local Health Department Signature for CityfTuAn Off icial7Title Signature for County Jff17-ciaT -] Titre Comilients : Signature and Ti tie N tdT. . Lit r. ' i e r (front of this sheet) must obtain comments and signature of at. l e�i 55 t one of the above. - C. 'FOI..LOWING F'jR STATE HEALTH DEPARTMENT USE: Recommendations of the:. D'i strict Engineer: i D. ACTION BY THE COLORADO WATER POLLUTION CONTROL COMMISSION: 3o WP--33 (10-72-2) 6 0 0533. Lt 661 Bellyache Ridge, Oki M5--2z Bellyache Ridge JOB NO. BILL TO DATE STARTED DATE COMPLETED DATE BILLED � 0 `" 26 Bellycicke ILiv e 4'�'It' _7 � 41- 0I-016 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 Prgduct 278 jg?q NEW ENGLAND BUSINESS SERVICE, INC.. GROTON, MA 01471 1®ice FOLDER Printed in U.S.A.