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Home My WebLink About150 Cactus Ln - 193932301005INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT Eagle County Department of Environmental Health PERMIT N2 0883 P.O. Box 850 - 550 Broadway Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST PLEASE CALL FOR FINAL INSPECTION BEFORE BE POSTED AT INSTALLATION SITE COVERING ANY PORTION OF INSTALLED SYSTEM Owner: Richard & Kri sti na Cooper Telephone: 926-3711 Address: P. 0 Box 1017 Eagle, CO 81631 System Location: 0150 Cactus Lane - Chambers Ranch hN*AWInstaller: Richard Cooper License Number: _ N/A - Owner Conditional installation approval is hereby granted for the following: Minimum requirements: Gallon Septic Tank or Aerated Treatment unit Absorption area of dispersal area computed as follows: Percolation rate: Inch in Minutes Absorption area per bedroom Sq. Ft. Number of Bedrooms X Sq. Ft. minimum requirement per bedroom - equals Total Sq. Ft. minimum requirement Special Requirements: To be installed as per engineered design by Inter -Mountain Engineering. Project V-8214-E 320 feet of 1.0" SB2 with an alternating valve. Date: 10-11-88 Environmental Health Officer: Sid Fox 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, 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 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. 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 system is approved prior to covering any portion of the system. '9� S�K `/ INSTALLED ABSORPTION OR DISPERSAL AREA: 1zI SQ. FT. r INSTALLED SEPTIC TANK: /� 000 GALLONS; 9 6 o DEGRE ;---'O FEET DESIGN ENGINEER OF SYSTEM: c'z';-7 INSTALLER OF SYSTEM: -ems- PHONE: SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR AERATED ACCESS PORTS ABOVE GRADE: PROPER MATERIALS AND ASSEMBLY: COMPLIANCE WITH PERMIT REQUIREMENTS: COMPLIANCE WITH COUNTY / STATE REGULATION COMMENTS: 1A YES X NO YES_ NO YES_ NO UIREMENTS: YES_ NO (Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) ��(' DATE (Final Approval NVIRONMENTAL HEALTH OFFICER: d DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER: RETAIN WITH RECEIPT RECORDS Name of Applicant: Richard & Kri sti na Cooper Name of Owner: Saute Amount Paid: $275 Receipt Number: 454 Date: 9-19-88 Cashier: Brophy -Cheep - Cash PERMIT White and Pink Copies - Environmental Healtb Department Yellow Copy - Applicant / Owner SAME OF APPLICANT ( If different from owner) : 91,%/%l- ADDRESS : AJIA DESIGN ENGINEER OF SYSTEM (If applicable): ADDRESS: r1 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY No. 82q3 P. 0. BOX 179 EAGLE, COLORADO 81631 949-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00 j U1O �5 ! PHONE: qQ(o - 57/ l PHONE: il/Z& PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: LICENSED INSTALLER: ( ) YES NO ADDRESS: n � 0 S C'7 Y 1 U1-7 iQ, ,c / fit' e: �, i F, z_. ONE: PERMIT APPLICATION IS FOR: (X ) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: (� Physical Address: 01 c,�"a�_> LO-j-).re- CyAaxYS P Parcel Number: ).-6 of Lot Size: a Ll QCre- 1.� Legal Description: BUILDING OR SERVICE TYPE (Check applicable category): �( Residential - Single Family ( ) Residential - Fourplex ( ) Residential - Duplex ( ) Commercial (Type) ( ) Residential- Triplex NUMBER OF PERSONS: NUMBER OF BEDROOMS: �. WASTE TYPES Check applicable categories : Commercial or Institutional ( ) Dwelling ( ) Non -Domestic Wastes ( ) Transient Use ( ) Garbage Disposal ()() Dishwasher (X Automatic Washer ( ) Spa Tub ( ) Other (Specify): TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: Septic Tank Composting Toilet ( ) Incineration Toilet ( ) Vault Privy ( ) Greywater ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use ( ). Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES (K) NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: (X) YES ( ) NO WATER CONSERVATION PLAN: ( ) YES NO NOTE: The Environmental Health Office may reduce the required absorption area upon approval of an adequate water conservation plan. SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) Spring ( ��,Creek/St Give depth of all wells within 200 feet of system: �/ If suppli by community ter, ivJe name of supplier: C�tt� S I GANTURE : ��i�� ./:%_� .'%/ DATE: INFORMATION BELOW TOGS FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope "?- 3 90 Depth to Bedrock (Per 8' profile hole) DIC Depth to Groundwater table Ole — SOIL PERCOLATION TEST RESULTS: Minutes per inch in Hole #1 0 r�1 PT Minutes per inch in Hole #2 G� Minutes per inch in Hole #3 FINAL DISPOSAL"BY: ( :,Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ):'Above Ground Dispersal ( ) Sand Filter ( ) Under Ground Dispersal ( ) Wastewater Pond ( ) Other AMOUNT PAID: , ) RECEIPT NUMBER 7Sy DATE: NOTE: DETAILED SITE PLAN MUST BE ATTACHEDITO APPLICATION. MAKE ALL REMITTANCE PAYABLE TO:111EAGLE COUNTY TREASURER" (Environmental Health Dept. - Rev. 4/88) EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 - (303) 328 7311 Date: October 11, 1988 Richard & Kristina Cooper P. 0. Box 1017 Eagle, Colorado 81631 RE: Issuance of Individual Sewage Disposal System Permit # 883 Enclosed is your ISDS Permit # 883 . This yellow.copy of the permit must be posted on the installation site. You must call our office for a final inspection before covering any portion of the installed system. We can be reached at 328-7311, ext. 530. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Office. Sincerely, /fJ Eagle County Community Development Environmental Health Office EE:SF/ar xc: File 0 Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 October 24, 1988 TO WHOM IT MAY CONCERN 'RE: Lot #5, Block A - Chambers Ranch Parcels II The purpose of this notice is to inform you that the individual sewage disposal system serving this lot is partially located within the utility easement. Please refer to the enclosed site plan. Placement of additional utilities within this easement should be located with care and in consultation with the lot owner. If you have any questions concerning this matter, please call or write. Sincerely, Sid Fox Environmental Health Officer SF: pm. xc: Eagle County Clerk and Recorder Richard Cooper Intermountain Engineering Kevin Lindahl: ISDS File - #883 6j r) i 2 Building File - #3739 Correspondence File EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 October 24, 1988 r, TO WHOM IT MAY CONCERN RE: Lot #5, Block A - Chambers Ranch Parcels II The purpose of this notice is to inform you that the individual sewage disposal system serving this lot is partially located within the utility easement. Please refer to the enclosed site plan. Placement of additional utilities within this easement should be located with care and in consultation with the lot owner. If you have any questions concerning this matter, please call or write. sa i Sincerely, Sid Fox Environmental Health Officer SF:pm xc: Eagle County Clerk and Recorder Richard Cooper. - ---- Intermountain,'Engineering Kevin Lindahl ISDS File - #883_ 1 Building File_- #3739 Correspondence FileooK....L r PRGE.... N R-T Trz RED.L O T CT 13 Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 PERCOLATION TEST ENVIRONMENTAL HEALTH DEPARTMENT Eagle County FEE: $125.00 - Paid 9-19-88 Cash, Receipt # 454 ISDS APPLICATION NO. 3248 OWNER: Richard & Kristina Cooper LEGAL DESCRIPTION: Lot 5, Chambers Ranch RURAL ADDRESS: 0150 Cactus Lane, Chambers Ranch Eagle Colorado TYPE OF DWELLING: 2 Bedroom family residence NUMBER OF BEDROOMS: 2 DATE OF PERCOLATION TEST: g-Z/—TYPE OF SOIL: TEST HOLES PRE-SOAKED: YES NO WATER DEPTH ES OF FALL RATE W AM PERCOLATION RATE: 0 (� RECOMMENDED MINIMUM SEPTIC TANK SIZE: RECOMMENDED MINIMUM LEACH FIELD SIZE: RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: Id SITE HAS BEEN REVIEWED AND TESTED FOR PERCOLATION RATE. Erik W. Edeen Environmental Health Officer }-I vLQ Fa(z COMMENTS: CN01 . es f A .s ) P.v,6d U Rev. 5/31/84 (ael Date -�'e /67 �3f ROUTE FORM EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE Richard 03ZLIa O wrb er (Loca n PC41 Please review the attached Individual Sewage Disposal System Permit Application and return it with this completed form the the Environmental Health Office. PLANNING: Complies with - YES NO REVIEWED BY DATE Subdivision Regulations: Zoning Regulations: Recommend Approval: COMMENTS: BUILDING: Complies with - Building Permit Applied For: Building Permit Issued: Recommend Approval: COMMENTS: ENGINEER: Complies with - Roads: Grading: Drainage: Recommend Approval: COMMENTS: YES NO REVIEWED BY DATE YES NO REVIEWED BY DATE ENVIRONMENTAL HEALTH: Complies with -, YES NO REVIEWED BY DATE Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recommend Approval: COMMENTS: 'IFN6: 7j9Y%6N t2FFleujgFo - SEA FUQ GvidP— - f s ii Lu au a .'tt i-VI Vitviui I%lWi a xuiu DVUf 1V . . pra 7a !4e �f.'� �! r 4�r h ti G p�4X e �'/ G' i+� 'T� '7"� t° � 4 C..b'W-Yr.. � GG��] c r a�^r' S i��.a r •-�' �'�`¢�'e'•' C�rrai", ,+ � a�'i�r. LVt UJ t i i �La,;tr'-� 4 � ii9.t�ibon. �La w. C, 13 rUl n Inter-Monnta�in EngineeringLA& SEPTIC RECOMMENDATIONS FOR LOT 5, FINAL PLAT CHAMBERS RANCH PARCELS II EAGLE COUNTY, COLORADO PREPARED FOR: RICH COOPER PROJECT NUMBER V-8214E OCTOBER 1988 Box No. 978 1420 Vance Street Avon, Colorado 81620 Lakewood, Colorado 80215 949-5072 Denver 893-1531 Phone: 232-0158 SCOPE This report provides septic system recommendations for the proposed single-family residence on Lot 5, Final Plat Chambers Ranch Parcels II, Eagle County, Colorado. SITE INVESTIGATION The site was investigated.and percolation tests were performed by the Eagle County Environmental Health Depart- ment on September 21, 1988. Results of these tests were used to calculate the absorption areas. A copy of the percolation test report dated September 21, 1988, by Sid Fox, is attached as part of this report. SITE LOCATION AND DESCRIPTION The site is located in a part of Tract 67, Township 4 South, Range 84 West of the Sixth Principal Meridian, at 0150 Cactus Lane, near Eagle, Colorado. The site was formerly a part of Lots 2 and 3, Chambers Rural Homesites. The septic tank and absorption system will be located near the west property line. See Sheet 1 of 1 which is a part of this report. The location was selected by the owner. W DESIGN CRITERIA A single-family home for year-round use has been proposed for this site. The residence will have three bedrooms and will be equipped with a garbage disposal and automatic clothes washing machine. Thus, design criteria for calculations are: 2 persons per bedroom 75 gallons/person/day = average flow +20% absorption area for garbage disposer +40% absorption area for automatic washer -25% absorption area for dosing system CALCULATIONS A = Q where A = minimum absorption area (sq.ft.) i Q = design flow (gal/day) T = percolation rate (min/inch) Q = 3 x 2 x 75 x 1.5 = 675 gallons per day A = 675530 = 740 sq. ft. +148 sq. ft. (+20% for disposer) +296 sq. ft. (+40% for automatic washer) 1184 sq. ft. If dosing is used with the absorption system, the area may be reduced by 25%: 1184 sq. ft. (absorption area) -296 sq. ft. (-25% for dosing) 888 sq. ft. (required area) If Advanced Drainage Systems, Inc., SB2 10-inch gravel -less leach bed tubing is used, one lineal foot of pipe is required for each three square feet of absorption trench; thus 296 lineal feet is required. CCALCULATIONS - continued From Table 4 (Section 4.07.01 of the Eagle County 3 Regulations), a 1000-gallon septic tank is required. Based on the preceding calculations, it is recommended to install a 1000-gallon compartmented septic tank equipped with dual operation automatic dosing siphons. These siphons will allow for dosing of alternating areas in the absorption area, prolonging the life of the drainage field. The septic tank will be followed by a minimum 888 square foot seepage trench. The seepage trench should be a minimum of 10 feet from all property lines, and 20 feet from the proposed residence. An inspection of the system should be made by a representative of the Eagle County Environmental Health Department prior to backfilling. The installation and material specifications must comply with the Eagle County Individual Sewage Disposal System Regulations. It should be noted that there will be a two -bedroom mobile home on the site prior to the permanent residence being built. If it is desired to phase the absoprtion area with the construction of the house, the following design calculations for the mobile home may be used: Q = 2 x 2 x 75 x 1.5 = 450 gallons per day A 4505 30 = 493 sq. ft. +99 sq. ft. (+20% for disposer) +197 sq. ft. (+40% for automatic washer) 789 sq. ft. -197 sq. ft. (-25% for dosing) 592 sq. ft. 4 CALCULATIONS - continued 592 sq. ft./3 sq. ft./lf = 197 if of trench needed CONCLUSIONS This report has been prepared for the exclusive use of Rich Cooper for the specific application to the proposed residence at Lot 5, Final Plat Chambers Ranch Parcels II. The calculations in this report are based in part on information furnished to us by others. The findings and recommendations of this report have been obtained in accordance with accepted professional engineering practices. There is no other warranty, either expressed or implied. PERCOLATION TEST ENVIRONMENTAL HEALTH DEPARTMENT Eagle County FEE: $125.00 - Paid 9-19-88 Cash, Receipt # 454 ISDS APPLICATION NO. 3248 OWNER: Richard & Kristina Cooper LEGAL DESCRIPTION: Lot 5. Chambers Ranch RURAL ADDRESS: 0150 Cactus Lane, Chambers Ranch Eagle Colorado TYPE OF DWELLING: 2 Bedroom family residence NUMBER OF BEDROOMS: 2 ********************************************** DATE OF PERCOLATION TEST: -Z/— ,L3 TYPE OF SOIL: Si d%.+ C/ Ia\1 TEST HOLES PRE-SOAKED: YES ✓ NO TIME I WATER DEPTH II INCHES OF FALL RATE 1 I 2 3 1 2 3 it 1 2 3 I 1 2 3 :n 7�I.ae Iq V /7'/, t4.Zs 5'l4 A515 ' 1 (n (f'lv II ,/ Pj II II .. PERCOLATION RATE: RECOMMENDED MINIMUM SEPTIC TANK SIZE: RECOMMENDED MINIMUM LEACH FIELD SIZE: RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: SITE HAS BEEN REVIEWED AND TESTED FOR PERCOLATION RATE. Erik W. Edeen 1S Environmental Health Officer Date COMMENTS: Pli ')A 1J, /y! 1 y I `/J• 'NG '7 79 Rev. 5/31/84 883 Cooper Lot 5 0150 Cactus JOB NAME Lane JOB NO. OF —JOB LOCATION PERMIT # 883 01-INER: 'Richard and Kristina Cooper LOCATION: 0150 Cactus Lane, Chambers Ranch INSTALLER: Richard Cooper - owner SIZE OF TANK: 1000 Gallons DWELLING: 2 bedroom residence PERC RATE: (By engineered design) ABSORPTION AREA: 888 square feet (4 trenches) PARCEL# SIGNED FINALIZED: 10-19-88 BY: Erik Edeen W90PS FORM 239 7 57 322 t` p10 iWcUR.P.P. �TeRt�ATIOP;FL tdAIL '40, FOR" eVerSEJ (See R w )a.dNo 8�� str. J'� _ — rn I v P rcde pf� pea to and Z ,_j l (02 a �_ a5 t" I Postage J j Oe tiiect Fee SPeCial Deliver f Fee Delivery Fee Restricted Rariun Receipt sho�el9 Bred to whom ane d Da, t showin Return Rt0 �vhom. ePd pery ' Addr�. ` Date. and _ W 1�! TOT ALPosta9e.a d Postr ark or Date t. k o (UTA LABOR INSURANCE SALES TAX MISC. COSTS SUMMARY PRICE TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT p a o c "(�J v 8�pC. L E �. C 01 0,0 07 >, •0/ C •; Q m Z� M p) (,�i fib• O 01 . > �{ o2 a m. 9 f.' o;QcO LCi p m E o a0 cV m c v-�30"0__0 m0. p�Nm 3.0 0 0 i -_ m �. rn 2tr C AJ Q I Q > • O Q :r vLLcEo0N W o mLL �v9 ; "� ffi m p Q m O EM? p °''� a W 00 m « .. O m Q. �. C 0 m .c U .0 .� ac i N .— t a"i d z > W W `� �y1 a.m_d p C W F- N f7 V ❑ ❑ Q O tff x {0 X n ro PS Form 3811, July 1983 DOMESTIC RETURN RECEIPT in U.S.A. i OR S 89057'40" E CACTUS LANE 30' ACCESS ROAD ROAD AND UNDERGROUND UTILITY EASEMENT Q) 210' ly C\j 50, 0) N ROM OUSE BUILDING ENVELOPE /000 GA TIC TANK ALTERNA NG 00 ING SIPHON _j A A t J N I 0 19 N f 90 Q) 84025130 /1 W 12.6 -0 1 L3 1 16 014 -9 0 1,44. 91 IR 3 . ........ SOIL SLOPE y""/FOOT MIN._ UNTREATEDWILDING PAPER 10-Min. Min. OR 2" HAY OR STRAW 3' Max T-O—A" 2" Min. GRAVEL 6 Min . 4" 0 PERFORATED SECTION A -A STANDARD ABSORSTION TRENCH NO SCALE r�Y tn r-Z SLOPE y4"IFX)T MIN. SOIL Is" I f I a (FROM TRENCH 24 �A C ON) T EXCAVATION) FREE FROM V9PS Cj OC CLODS, OR ROCKS 4 KST OR LARGER IN DIAMET 10" GRAVEL-LESS7 OISTRIBUTION PIPE, MAX. SLOPE 17100 ATERN4TE SECTION A -A TRENCH CROSS-SECTION WITH GRAVEL -LESS DISTRIBU- TION PIPE NO SCALE + SECTION B - 8 NO SCALE cY 4 LOT 2.711 ACRES 5 102.501 �ERS.�pTE 653-16' -XtOS PORT g�JNSPECTION — SE. - DE V IL 6 A_ f SOIL Nin. 5' Max Min, SLOPE-14� A�AX- f-h%)W 45 Win DI 7RIBUTION SL PC 4 ROX 'RAVEL r TO 2 GRAVEL 4'0 PERFORATED PVC PIPE LINTRE�ATED 13U LPAPER OR IjAy OR STRAW SECTION C-C STANDARD ABSORBTION TRENCH NO SCALE 4" PERFORATED PIPE �R IOGWAVEL - LC'_�,S DISTR19UrION PIPE 90. 0 10 _01,. SCALE:1" = 30' PL UG tElw -aADD RISER PIPE AS NECESSARY TO EXPOSE PLUG —19LWD-ME DETAIL D INSPECTION/ CLEANOUT PORT NO 'ICA11 Outs NOTES; 1. Building sewer line to septic tank Aall have a minitus slilpt Of 1/41' per foot. Bends in building sewer shall be liiilt6d fb 45 degrees. 2. Septic tank shall be installed level. Tankfto live r"" ovibld'. cover or manholes extended to within 8 inth'e6 of f1hiih gradi for access to each compartment, for cleanifig 604 inspection Septic tank to meet all the requirooftnts of FAile 'ODunty Sewage Disposal Systems, Section 4.07. 4. Absorption trenches shall not exceed 100 feet LA distance of 6 feet shall be provided b6twe6ft troftehes. i6ximum depth of trenith4a A*11 be 3 feet. Diaposol'st abili _bt 4-i-;inih perforated PVC piPO. - Maximum grade 'of OtPi'*hO atit's. ed A-4ficfi drop in 100 feet. , Disposal pip* t6 be, Nbrift Gravel may range in size from 1/2 ifth to,l� extend from at least 2 inches abovi the tbp�' of 6, to at least 6 Inches belov the b6ttold Of the Pi gravel shall be covered with untreated building` paper,vf 6,2-iach layer of straw or hey. A miftimu* Of 110 inthee Of 9611 for - vegetation shall be placed from the top of the btreV 0-'the fin"hed surface grade. the fibil cover shallbe gri&dettt . difi�t ronoff water away from the disposal area-, y4thinib 00440010n Of fiikal''covet 't'�; shall not be permitted. Absorption tr6fl-6lips-i" l as possible to prevent soil erosion due to! itidAIL 5. Large diameter gravel-leiss leach bed tubitAj *%kh to Adiahcei'Diaiin'age Systems, Inc., 10-inch SB2 or equal, may be subii1tut6d in,theabamption trenches. Follow manufacturer's recommendations for ihitallation of gravel -less leach bed tubing. 6. All installations shall meet the rules and rejulation a o6f Eagle County, Health Department as set forth in the Individual Sewage Disposal yyry 7. Revistom P.6.80X *7a 0810 NOTTINGMAM MAD Sul VA"Cdt 0"KaT AVON. COL0.81600 Emaj f.Akt*00% COLO -601199 tam 90*4 SLPTIC 0. f A. suss ur ry LOr is, ADCKAV. IV! CHAMBEft PAWN G.rA. EAM e&W"j C&OOADO,t AS ShOWN WIN" ft, rfur ftHft mew 160 or I A