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Home My WebLink About02684 t. A i.. 7 CC O GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit ` 6 8 4 '\ 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81801 Phone (303) 945 -8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. PROPERTY Owner's Name Phil Robbins Present Address 2199 Chamouix Lane Vail Phone 456 -3090 System Location /7S% County Road 109, Carbondale Legal Description of Assessor's Parcel No. SYSTEM DESIGN /2 ,-O Septic Tank Capacity (gallon) Other , ( c, IN Percolation Rate (minutes/inch) Number of Bedrooms (or other) ' —3— r Required Absorption Area - See Attached Vero <a /orbe L O-C _Ile / < - Special Setback R I/Qaer Date Inspector A ,... FINAL SYSTEM INSPECTION AND APPROVAL (as installed) ' Call for Inspection (24 hours noticej-Before Covering Installation System Installer_ Y E V n ( r (L cep 2 Septic Tank Capacity 1 S 0 + (OO U Do51 g TN4K"' o' ,c(lk - Y -STE/ Septic Tank Manufacturer or Trade Name , Col 6 C A tir p Septic Tank Access within 8" of surface Y Sl xe Absorption Area 90° Absorption Area Type and /or Manufacturer or Trade Name 915/5 1 h0 1/ Adequate compliance with County and State regulations/requirements Other Date 3 (I 97 Inspector 1 41 - \_---..t RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation musfcomply 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- nection to or use with any dwelling or structures not approved by the Building and Zoning off ice 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 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). White - APPLICANT Yellow - DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER ___! 'dl.c .._.,_ O -/Xi N S ADDRESS f 15 /f' 7 g6(a � sPue- PHONE 57-S - (/ / (4 (yo lG w CONTRACTOR �.lJt�sfc'HSV as-4k �H f ` ADDRESS en /693 PHONE 763 — �(3� PERMIT REQUEST FOR (K)_ 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). LOCATION OF PROPOSED FACILITY Near what City of Town (1 d-- Size of Lot Legal Description or Address 01/ /8 a WASTES TYPE: ().0 DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: Number of Bedrooms .? bN • Number of Persons (14 Garbage Grinder (V) Automatic Washer ()Q Dishwasher Sot JRCE AND TYPE OF WATER SUPPLY: (V) WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:_ 32-2, Was an effort made to connect to the Community System? A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WII,L NOT BE ISSUED WITHOUT A SITE PLAN GRO! JND CONDITIONS: Depth to first Ground Water Table Percent Ground Slope -�' 2 ' T;YP OF•INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (p0 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: (DC) 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? pERCOI,ATION TF,ST RESI Ji ,TS (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) 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 ofRPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: 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 purposed 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 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. Signed joi �� Date 7/ -C /� 6 PLEASE DRAW AN ACCURATE MAY TO YOUR PROPERTY!! 3 . 1=ED -12 -1997 09:59 HIGH COUNTRY ENGINEERING P.01 P ost -1t Fax Note 7671 °eta 2 / 7. vaaes'cS • /On _ TR To Ste, e, I From --I" 1, GNtOL''E7FAVG+ t Go.ioeptG o.. Wen . � ,. Phone M Ay . . � /, - -+•'�� li WnZall • al �r Fax February 12, 1997 Mr. Ross Jeffery P.O. Box 1693 Glenwood Springs, CO t 602 I Re: ISDS for Teller $rings Subdivision, Parcel C HCE File Number 96052.01 & 96004.28 I I Dear Ross: j This letter is to follow u4 on and consolidate our phone conversations and memos regarding the Individual Sewage Disposal System to be located on Parcel C of the Teller Springs Subdivision. We have enclosed the several 8 %s" x 11" details which have been transmitted to Kevin Freed previously. We have enclosed a copy of our letter of August 14, 1996 regarding the TSDS. As we have discussed, tit, system has been designed for a four bedroom home. Thus, the average wastewater flow rate would be 600 gallons per day, and the design flow rate would be 900 gallons per day. The gravel base area would be 900 gallons per day divided by 0.95 gallons per square foot per day, r, a minimum of 950 square feet. The lower fill and the existing ground are both a granular, pit r n material and should have a loading rate nearly equal to the sand, but the fill slopes necessary For the construction of the mound will yield a much larger base area than required by the allowabl -' loading rate. Also, as mentioned previously, the minimum septic tank size would be 1250 gall ns, and the dosing tank should be a 1000 gallon tank. Both tanks should be anchored as per the d tails provided. If you have any questions or need additional information, please contact us. ■ Sincerely, 1 HIGH COUNTRY ENGINEERING, INC. T othy P. Beck, P.E. I P cipal Engineer j i TPB /soe 92 Cooper Avenue • Glenwood Springs, CO 81601 T llephone: (970) 945 -8676 • FAX: (970) 945 -2555 .FEB -12 -1997 10:00 HIGH COUNTRY ENGINEERING P.02 rk • ff August 14, 1996 • • • Mr. Ross Jeffery P.O. Box 1693 Glenwood Springs, CO 81602 • • Re: ISDS for Teller Springs Subdivision, Parcel C • }WE File Mumbler 96052.01 II 9400¢• 28 Dear Ross: This letter is to follow ■ p on our conversation of yesterday regarding the Individual Sewage Disposal System for th proposed residence to be located on Parcel C of the Teller Springs Subdivision. As we dis ssed, the absotption area can be located outside of the floodplain so that a large mound or other III type system can be avoided. However, the septic tank and dosing tank will need to be located , 'thin the floodplain adjacent to the house. Therefore, additional care needs to be taken to as4ure water tight connections in these assemblies. In addition, the tanks should be anchored to nvoid "floating" them during period's of flood or high ground water. We have enclosed typical d for anchoring the tanks and for a typical dosing tank arrangement. If you have any questions or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. • d 1 Ti !thy.Beck, P.E. 1 P • cipal Engineer j TPB /soe • enc. j • 9231 Cooper Avenue • Glenwood Springs, CO 81601 Tr mlinnr• fn7n% n4G_PRya'• VAy tn7r% n4c 9ccc . .FEB -12 -1997 10 00 HIGH COUNTRY ENGINEERING P.03 . , • . I I ■ I 1 I. i 4" X 4 "4- ELEC. JCT. BOX POST I 2� AIR VENT RISER(S) TO I L _ GROWND SURFACE —' CAULK /SEAL WELL • 2" FEEDER LINE TO FIELD, SLOPED AT INLET • 1/8" PER FT. MIN. 'c - SHALL DRAIN BACK , • \ • -1 T TO TANK AFTER L EACH PUMP CYCLE. I • 3 "AL, ARM o QUICK DISCONNECT OR UNION • • ary" C - COIL AND TIE AN �p ` ADDITIONAL OF N NI ICHT J } — REM • a FOR PUMP • REMOVAL ', ! SUBMERSIBLE WASTEWATER PUMP 4 "OFF" - SET PUMP APPROX. 1 O O 8 OFF FLOOR O i r 4 I • • 4 1 NOTES: 1. SWITCHES TO BE MERCURY FLOAT TYPE. 2. FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000 GAL. TANK. (CISTERN) 1 DOSING TANK SHALL BE OF WATERTIGHT CONSTRUCTION. 4. ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN THE HOUSE AND ON A CIRCUIT SEPARATE FROM THE PUMP. 5. PUMP SHALL 3E CAPABLE OF AT LEAST 45 GPM ® 25 FT. OF HEAD. (ELEVATION DIFFERENCE AND PIPE LENGTHS SHALL BE FIELD MEASURED BY CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF PUMP PARAMETERS.) DOSING TANK ARRANGEMENT p� I N.T.S. / �Z•O dy /A 7 .FEB -12 - 1997 10 01 HIGH COUNTRY ENGINEERING P.04 . . • I N. N O In ce f`u m 0 d \�/ O a • N ` • P • a n o 4:1. f 1 W I-- • w in °m Q I'I \e O Z . Qzo , Q H- I 0 U Z W �, (I) . I o a 0 I • V CD as I . , i I^ ; z la � acn z z Iw ix '- t6 ¢ y C9 IOW W Z 'Mr � 0 0 V uft w CC co l - - en u- F-O W C9 Ca w ce 1 S 2 z C)a I a.- w 1 • * FEB -12 -1997 10 01 HIGH COUNTRY ENGINEERING P.05 . 1 N U f X41, d° O 1. ta 4-:5 a ( 4 8 Og g i z 6 0 oa g s in i i d PI O' PI 41 i ti Q 4 ; Z r z O z 1 % � 1 U '1 ~ co 4 I r �i _ , N %5 i os on .< tm co 4 tl N i i IL ` . 1 , 1 1 . . 'FEB -12 -1997 10 01 HIGH COUNTRY ENGINEERING P.06 • • . I Q N� i ein kN k pq � o ,• W K pv \1 .J ° z 0 a 0 2 a N M N I V _ \ A t O .5.,, O l+. kc„A. m L a ' . ail6 ..t Q i J -44 V < ' 0 0 ' w s . W • o Q � JJ N O cc LJ Q L1J L O W 2 i 0 f- V Z O z 0 1 a I- .. 1 i I -Et Y z.<m i. I . 'FEB -12 -1997 10 02 HIGH COUNTRY ENGINEERING P.O7 I tN n i � 1 ; a 0. ce oce Z m W I \ --] J W G Z F- M I d U Q I W W Z 0. W M 1 i ; Y .# i7 • ' • DER -12 -199? 10 02 HIGH COUNTRY ENGINEERING P.08 ` .' i REMOVABLE CAP 1 1 4 - 1/2 "0 HOLES a a / /V/ );h 4' • SOLID PIPE DISTRIBUTION PIPE —\53) . PLACE ADJACENT TO DISTRIBUTION PIPE OR THROUGH TOP OF INFILTRATOR UNIT SOUP C AP FOR SUPPORT 0 BOTTOM 4' 0 PERFORATED PIPE OF TRENCH OR BED WRAPPED WITH FILTER FABRIC 4 ... .. r / \\,&n\ COMBINATION AIR VENT INSPECTION WELL DETAIL N.T.S. i 96vSZ, o 2- yrl9 TOTRL P.08