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HomeMy WebLinkAbout02358 �s1r•�sg•, , , ,�; ,.:a,.. .w+�r,.#r'Be7�}S'.,"°c`°°" spa !nf ^' ^r,,.^!rm'�..cv:a.,:rnR ...r - -ror ir f � ; fi w ' y •a 4 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit Ist 2 3 5 8 t 109 8th Street Suite 303 Assessor's Parcel No. . Glenwood Springs, Colorado 81601 , Phone (303) 945 -8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. i PROPERTY S High Country Associates Inc. P.O. Box 3373, Glenwood Springs 945 -5278 Owner's Name Present Address Phone_ System Location 0082 County Road 113, Carbondale t ! tt Legal Description of Assessor's Parcel No. 0 SYSTEM DESIGN Septic Tank Capacity (gallon) Other 1 o , ", 100 persons per day /r5yc h + t, .2" Percolation Rate (minutes /inch) Number of Bedrooms (or other) f Q E riI.( C r CT. I., 71 0 -hi p so 'el , Z'NC- • ) Required Absorption Area - See Attached f Special Setback Requirements: f S 1 ? �.3 [� C TA I h 0 7771,5 0'11 C Date -! 3O - / C Inspector / - 'h c�)i € t 7? i 71 j FINAL SYSTEM INSPECTION AND APPROVAL (as installed) } Call for Inspection (24 hours notice) Before Covering Installation i e a f System Installer Pi 8 / I i if II Septic Tank Capacity 4? cc) i r t Septic Tank Manufacturer or Trade Name Par. y Septic Tank Access within 8" of surface Pt' s Absorption Area 9a1 •tY 1 $ Absorption Area Type and /or Manufacturer or Trade Name id P. 2 *of / 4-1 14 70ArrS. t Adequate compliance with County and State regulations /requirements ✓f s �. Other • Date 4 - IS - l Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION ITE •CONDITIONS: 0 i 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con - 0., nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material 1 ,I variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine -6 months in jail or both). a k i Applicant: Green Copy Department: Pink Copy F • _ - , , • Application JNDIVIDTJAT. SEWAGE. DISPOSAT. SYSTEM APPLICATION Approval By County Official OWNER N r h (; a s nlz j iSSc!ci ADDRESS o o s a Ciro r. 7 y 4CA- 113 PHONE qy �' .z7k 50 41.• :ONTRACTOR Dt3 If - R,ck 6- 0- 1 ADDRESS 130,1 Silo" to PHONE 3-66 ••ERMIT REQUEST FOR: Q4 New Installation ( ) Alteration ( ) Repair Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). 1,OCATION OF PROPOSED FACILITY : County 0' &CL* d- Near what City or Town C. en • • a . , _ . . Lot Size / I at r-'3 Legal Description_: _ 1 a "a 1b' , `7 SrMtk Ffi - esr WASTES TYPE : ( ) Dwelling ( ) Transient Use ().* Commercial or Institutional ( ) Non - domestic Wastes ( ) Other - Describe BUILDING OR SERVICE TYPE: 4rtkcf•c_ r€51 (bo:w Number of bedrooms ° — Number of persons /Cop.— ay () Garbage grinder ( ) Automatic Washer ( ) Dishwasher SOT TRC,E AND TYPE, OF WATER ST JPPT.Y ( ) well () spring ( ) stream or creek Give depth of all wells within 180 feet of system: If supplied by community water, give name of supplier: C`a -e e r - LAS r> GROTJND CONDITIONS: Depth to bedrock: ')QC S,; reek COI k(t.,k Depth to first Ground Water Table: Percent ground slope: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM`7 + -;l..es Was an effort made to connect to community system? TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (* Septic Tank ( ) Aeration Plant ( ) Vault ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use ( ) Chemical Toilet ( ) Other - Describe: FINAL DISPOSAL BY: (4) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Underground Dispersal ( ) Sand Filter ( ) Above Ground Dispersal ( ) Wastewater Pond ( ) Other - Describe: WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? _ kko r . . • See r <5•,li b Cis t� psi -a rl..a , d SOU. PERCOT.ATION TEST REST II,TS: (To be completed by Registered Professional Engineer) Minutes per inch in hole No. 1 Minutes per inch in Hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in Hole No. — Name, address and telephone of RPE who made soil absorption tests; C t i - seh 2 V Cam« O ri.c `fr1 ate Name, address and tele hone of RPE responsible for design of the system• ` Slant if 1D4t partear tv Rte. r Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposes of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. /f �� � / Date k- to_ a`I Signed 4 l e in RASE DRAW AN ACCUR ATE MAP TO YOUR PROPERTY S 4 -11 lax • . in OT Pi .AN AND DESIGN FF.ATI JRES Include by measured distance location of wells, springs, potable water supply lines, cisterns, buildings, property lines, subsoil drains, lake, water course, stream, dry gulch and show location of proposed system by direction and distance from dwelling or other fixed reference object, and additional submissions in support of this application such as data, plans, specifications statements and commitments. w T' s Z s -N 1 6.140N w0- CA DA dY a .0. L G f, « s G \ 6 6 6 c ri- N h F LI 5 p9 / / / MAY -26-95 13:49 FROM: C T L THOMPSON GLENWOOD ID: 3039457411 PAGE 1 Y I CTL /THOMPSON, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS Date: cJ • ):lc) . r S Name: Fax 4 �.� n Fax No. Company: ■,_,JNC:: ... , e QC) Telephone No. dig Leo vi 9 o Project: 03 _ ('x. t I �c c (C. RE: tbec 0, R. 113 7, Number of pages transmitted (include cover sheet) > = 6 S 4 It you do not receive all of the described material, please telephone immediately to: C. (� sender's name C. fir( ,..- - Business phone: (303) 945 -2809 Fax phone: (303) 945 -7411 �s ====== se sc Comments: MAY -26 -96 13•50 FROM. C T L THOMPSON GLENWOOD ID. 3039457411 PAGE 2 I CI CTLITHOMPSON, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS May 24, 1995 Mr, Mitch Heuer P,O. Box 1412 Glenwood Springs, CO 81602 Subject: Percolation Test Results Go Cart Track Cattle Creek Road & Highway 82 Garfield County, Colorado Job No. GS -1531 Gentlemen: This letter presents results from percolation tests for the Go Cart Track located at Cattle Creek Road and Highway 82 in Garfield County, Colorado. Percolation tests were previously performed on this site during our soils and foundation investigation, Job No, GS -1245, dated April 12, 1994. Due to a change of location and elevation of the actual percolation field three (3) additional tests were performed. The percolation test results are not substantially different from those obtained previously, therefore we recommend using our original percolation rate of 20 minutes /inch for percolation field design. Results are shown on Figure 1. If we can be of further service, please call. Very truly yours, CTL /THHOMPSON, INC. Dan Downing Laboratory/Fie • Mana•er Revieww9d Jy c• i A r - -nch Mana r DD:JM:cd MAY -26 -96 13:60 FROM: C T L THOMPSON GLENWOOD ID: 3039457411 PAGE 3 PERCOLATION TEST SATURATION AND PREPARATION DATE: 5/24/95 DATE: 5-23/95 WATER IN BORINGS AFTER 24 HOURS TIME AT START OF SATURATION: 11:OOAM OYES © NO PERCOLATION TEST RESULTS TIME AT TIME DEPTH TO WATLR CHANGE PERCOLA HOLE DEPTH START OF END OF START OF INTERVAL IN WATER TION RATE NUMBER (INCHES) INTERVAL (MINUTES) INTERVAL INTERVAL DEPTH (MIN /INCH) (INCHES) (INCHES) (INCHES) 1 19.5 10:45 30 11.25 14.50 3.25 9 11115 30 10.50 13.75 3.25 9 11145 30 10.25 13.25 3.00 10 12:15 30 10.50 13.50 3.00 10 12:45 _31.1 1 nn 1A on 9.nn In 2 14.5 10145 30 9.00 11.75 2.75 11 11:15 30 9.50 11.50 2.00 19 11145 30 9.00 11.00 2.00 15 121 1 • •s 12:45 30 _ 10.25 12.25 2.00 15 3 17.0 10145 30 9.25 13.50 4.25 7 11;15 30 10.50 13.00 2.50 12 11145 30 11.00 13.50 2.50 12 r 12115 30 11.00 13.50 2.50 12 12=45 30 12.25 14.75 2.50 _ } MAY -26 -95 13:50 FROM: C T L THOMPSON GLENWOOD ID: 3039457411 PAGE 4 1 CTLJTHOMPSON, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS SOILS AND FOUNDATION INVESTIGATION Go•Cart Track and Ancillary Building Cattle Creek Road and Highway 82 Garfield County, Colorado Prepared For: � Mr. Mitch Heue[ P.O. Box 14�1 Glenwood Springs, 11119,81802 Job No. GS -1245 April 26, 1994 2 (;NTER DRIVE • GLENWOODSPRINGS• COLORADO 01601 (303)945 -2M09 MAY -26 -95 13 :51 FROM: C T L THOMPSON GLENWOOD ID: 3039457411 PAGE 5 TABLE OF CONTENTS SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 1 PROPOSED CONSTRUCTION 2 SUBSURFACE CONDITIONS 3 SITE GRADING 3 FOUNDATION 4 INTERIOR FLOOR SLABS AND EXTERIOR CONCRETE SLABS 5 FOUNDATION WALLS 6 PERCOLATION TEST RESULTS 6 SURFACE DRAINAGE 7 LIMITATIONS 7 FIGURE 1 - LOCATIONS OF TEST HOLES FIGURE 2 - SUMMARY LOGS OF TEST HOLES FIGURE 3 - SWELL/CONSOLIDATION TEST RESULTS FIGURE 4 • GRADATION TEST RESULTS FIGURE 5 • EXTERIOR FOUNDATION WALL DRAIN FIGURES 6 THROUGH 11 - PERCOLATION TESQESULTS TABLE 1 - SUMMARY OF LABORATORY TC •�SULTS MAY-26-95 13.51 FROM: C T L THOMPSON GLENWOOD ID: 3039457411 PAGE 6 FOUNDATION WALLS Foundation walls will be subjected to lateral earth pressures. These walls are restrained and cannot move, therefore, they should be designed for the "at -rest" lateral earth pressure. Assuming the on -site sands are used as backfill, we recommend using an equivalent fluid density of 45 pct to calculate lateral earth pressure. The above equivalent fluid density does not include allowances for sloping backfill, hydrostatic pressures, live loads or loads from adjacent structures. Water from surface run-off (precipitation, snow melt, irrigation) frequently flows through hackfif placed adjacent to foundation walls and collects on the surface of the comparatively impermeable soils occurring at the bottom of the foundation excavation. This can cause damp or wet conditions in the crawlspace or basement. To reduce the accumulation of water, we recommend a foundation drain. The drain should consist of a 4 -inch diameter open joint or slotted PVC pipe encased in free draining gravel. The `r. drain should lead to a positive gravity outlet or a sump to be mechanically pggi '&J. A typical foundation drain detail is shown on Figuro 5. Backfill plac a scent to foundation walls should be compacted to at least 95 percent of st dard Proctor maximum dry density (ASTM D 698). PERCOLATION TEST RESULTS Six (6) percolation tests were performed in the silty sands at locations shown as 1 through 1 Wo recommend using a percolation rate of 20 minutes /inch for percolation field design. Results are shown on Figures 6 through 11. 6 MAY -26 -95 13:52 FROM: C T L THOMPSON GLENWOOD ID: 3039457411 PAGE 7 • ' Go) CART ' I RACK CA'I"1'LN, CR II :E1( RO4I) & IIWY fit c \ 1U 1 I) 1'0111\1'1'Y, GO1IORAI)O To N Glenwood S1,ringf; N 1 C i f (' / t ■ of aJ r t Scale: 1" — 50' il tt - ---■,?._,, SI'I'I; _ C. �' ' f Q VICINI'T'Y MAI' I'lni tt.•cI Slick Track . p � i• e Building N4. r r/ 4 r I•;xislirt{: Building , i, ,, ri. w 111 1 r -- Or ----- 7: ` . Planned Areaco and .F.I •• Pil, Building 0 I0 - -1S7 I n ) � ( Yt . ..1, ,,� rr ia:d , f y S. L [ f -- �C �71 �� � . E .�# ?� � Pl:tnnttcl '1'r:tt 1 C]ia j If IC. -�{ H Irl: I I . .,2_'3 '!iii-11/4?-7.!..t.'‘• l . - 5 ' 1- i tt- '-- IF -'."rL ti ° tea , _ L n- i ' - b C � �. li 'rG 1 r r 1 Il ,r _r r � te.. l r If t I Ili ,! II LOCATIONS Old' 'r1I' J' HOLES .Intl Nn 1:s --1215 Fig. 1 MAY -26 -95 13.52 FROM' C T L THOMPSON GLENWOOD ID; 3039467411 PAGE 9 1'If fICOLA 710N 11 :1 ¢• tin Itilt A11o AIIU PREPARA(ION °nl+d:,;vi t e, � D A T C: 4/08/94 *' 1) n l l 4/07/94 el WATER IN 110111N US AFAIAJP H011115 TIML. Al STAN7 OF SATU11A TION' 12,00 [._]YES I XI NO ti I' PERCOLATION TEST RESULTS TIML AT TIME _ UEPTH TO WA TER CHANGE PFHCOLA HOLE Uf =PTH START OF INTFH VAL START OF [NU OF IN WATER TION RATE NUMIiCR (INCIII.S) INTCAVAL IN1"CNVAL DEPTH (MIN /INCH) INT1fNVAL (MINU (INGHLS) (INCHES) (INCHES) I!1 30 _... 1110 ._.._ 15 15.0 23.0 8.0 __. 1.9 .. _... ._ 1 :25 15 16.5 4.5 . 3.3 _. 1 :40 30 .. -.... 15..Q__ -__ ".? 7 •`' .. __... . J4o. 2.:14...._... _.._3.0 -- .22...5 .-- .....4 .. b.. .._......- - 2:40 45_ 12Lcb . 42 4 • CI IJ. 1 - , 26.5 ... i .._6_II.....__, .. .. _.___ —_ ... ...._.. ... .__.... .JUH IC. cc. 124c, FIG. 6 TC,. .100 NQ_ c„ 1 P4 F MAY-28-95 13 52 Peom. c T L THOMPSON GLENWOOD ID: 3039*57*11 __�_____ �n�� o'^^� - ' -� �� ,cxcul.x �/;r • Sx'vxx`|vn AND \`xl vxx«l|ow DAY/:: ^/o0/54 uA/ 4/07/9* WATER |wBORINGS AFTER 24 HOuxS TIME AT Sr«8r OF NA/:RATION: 12:00 [ � - 1 Y [S | x | NO - -- ---.-'_--- .--__'--.---_- PER COLATION ][EST RESULTS ',__-~-_---� ^-_------_ ,--_--___-''`_ r* '_- ' � - --'-�' DEPTH }o wx c ��0 t PERGOLA �|u� �T TIME - _ -1; ' � ��� xo|. DEPTH START OF INTERVAL �T�*T Or �w» » � | ~ \��T�K TION INTERVAL INTERVAL DEPTH �Umu'�* (INCHES) |wTEnyAL (MINUTES/ (MIN/INCH) (INCHES) (}NCHc g) '._ . _�' c8 O8 s 60 3.0 ' //-' 31 • 1:12 _____ 15 __.15^V/--__-_ , __��__� ___ _` __- 1: 27 15 20.00 2 2e'25 2.2' -- - ----- --'. 1:42 38 22.25 24.75 ^ 11.0 -' • -__ __- ' -_ �� 2' 30 r � 24.r6 27.b 2.75 .. .. __' 2:4:' .__ �_'���00_ 26.25 �����/� ` �� - � _ --- 2O o __ � �!�/ / -�� ^�»� -�l`�y�- � '- � 3 . 42 �__ _ .___ - ----- ----'_'_ �--.-_� .__ ------ - -- --_� ___-- --_ --'--_'_-_� _----_' .---' ---_.. - _' ~ .^,.��'-_- __—~`_-_-_-. - '----_~~' - --__-_----__-__- - --___---^- ^~_- '-_---_- . - - _ . .-`~�--- -. - ~~ _--'~.--_-- '_-_-� -_ � - --_ .- . _-'- ~. . _-. ___---_� . - ---_'- - '---- - _ -�-_---__ __-- -- _'.' � - _'_- --_��~�~-~�_^- - - ___ _ . _____ • _- . -. ---_-�-- _- ----_ -_'^ '-------� _ �_-'---' � --_-� -- --' ^' � ---- n ) i -- ' - __ -^~� - `,=-��'^^.--'-- MAY -2S -9S 13.53 FROM: C T L THOMPSON GLENWOOD ID: 3039467411 PAGE 10 PERCOLATION TEST • SATURATION AND PREPARATION DATE; 4/08/94 DATE: 4/07/94 /� WATER IN BORINGS AFT 27 OUR$ TIME AT START OF SATURATION: 12100 YFS © / NO ( � �/ PERCOLATION TEST RESULTS TIME AT TIME DEPTH TO WATER CHANGE PERGOLA HOLE DEPTH START OF ENO OF IN WATER TION RATE START or INTERVAL INTERVAL INTERVAL NUMBkR (INCHES) DEPTH (MIN /INCH) INTERVAL (MINUTES) (INCHES) (INCHES) (INCH>;31 • P - 34 1115 15 14.50 17.50 3.00 5.0 1:30 15 17.50 18.75 1.25 12.0 1145 30 18.75 21.00 ,....., 225 13.3 2115 30 21.00 _ 2.25 13.3 • 2145 45 23.25 25.50 2.25 20.0 3130 15 25.50 26.25 .75 20.0 3:45 FIG. 6 JOB NO. GS -1245 MAY -26 -85 13:53 FROM. C T L THOMPSON GLENWOOD ID• 3039457411 PAGE 11 . PERCOLATION TEST SATURATION AND PREPARATION DATE: 4/08/94 DATE: 4/07/94 WATER IN BORINGS AFTER 24 HOURS TIME AT START OF SATURATION: 12100 AYES R NO PERCOLATION TEST RESULTS 4 TIME AT TIME _ DEPTH TO WATER ANOE PERCOLA - HOLE DEPTH START OF END IN WATER MN RATE START OF INTERVAL NUMBER (INCHES) INTERVAL INTER INTERVAL (MINUTES) DEPTH IMIN /INCH) (INCHES) (INCHES) (INCHES) P-4 32 1±18 15 17.5 23.0 5.5 2.7 1t33 15 23.0 24.0 1.0 15.0 _. 1148 30 24.0 25.5 �._ 1.5 20.0 ..__ __... -- - -' 2:18 30 25.5 26.5 1.0__ 30.0 _. -. _. 2 :48 _ 45 26.5 _....._ .28.0,,._..._. 1.5 30 „0,.,..._._.. 3 :33 15 28.0 28.5 5 _.. 30.0 ± JOB 14). G5-1245 FIG. 9 MAY -26 -95 13 =54 FROM C T L THOMPSON GLENWOOD ID: 3039457411 PAGE 12 • PERCOLATION TEST SATURATION AND PREPARATION DATE; 4/08/94 U A T F: 4/07/94 WATER IN BORINGS AFTER 24 HOURS TIME AT START OF SATURATION: 12800 IIYES 51 NO yM PERCOLATION TEST RESULTS A 1 - -_^ TIME AT TIME DEPTH TO WATER NOE PERCOLA HOLE. DEPTH _ START OF END OF WATER TION RATE START OF INTERVAL INTERVAL INTERVAL NUMBER (INCHES) DEPTH INTERVAL (MINUTES) (MIN/(NCH) (INCHES) (INCHES) (INCHES) P..,5 36 1820 15 24.00 26.00 2.00 7.5 1135 - 15 26.00 27.50 1.50 10.0 1:50 30 -., 27.50 29.50 2.00 15.0 2820 30 29.50 31.00 1.50 20.0 2:50 45 31.00 33.25 2.25 __ 3135 15 33.25 34.00 ..__. .75 20.0 3:50 ._ .. _ ...... _ . . - JOB NO. G5-1245 FIG. 10 MAY-26-96 13:54 FROM. C T L THOMPSON GLENWOOD ID: 303E1457411 PAGE 13 PERCOLATION 1I.ST SATURATION AND PREPARATION DATE: 4/08/94 U A T F.: 4/07/94 WATER IN En A T 4 HOURS TIME AT START OF SATURATION: 12100 DYES [ xINO PERCOLATION TEST RESULTS TIME AT TIME DEPTH TO WATER CHANGE PERGOLA - HOLE. DEPTH START OF END OF START or INTERVAL IN WATER TION RATE NUMBER (INCHES) INTERVAL INTERVAL DEPTH INTERVAL (MINUTES) (MIN oNcHES) (INCHES) (INCHES) P-6 30 1a24 15 14.50 17.50 3.00 5.0 1:39 15 17.50 19.25 1.75 8.6 1:54 30 19.25 22.00 2.75 10.9 2124 30 22.00 24.00 _2.00 15.0 2:54 45 24.00 ?Gab 2.75 16.4 339 15 16.50 17.25 .75 20.0_ 3:54 ---------- _ , _ ..... . _ . _ . .-- • --- JOU NO. GS-1245 FIG. 11