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Home My WebLink About02895 I I a GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 2885 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81601 Phone 3,03) 945.8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. PROPERTY 4• Owner's Name Ken & Lori White Present Address 0053 Pine, Carbondale P 963 -3442 System Location 0053 South Pine, Cooperton, Carbondale Legal Description of Assessor's Parcel No. SYSTEM DESIGN 4 0 0 0 Septic Tank Capacity (gallon) Other t IA M Percolation Rate (minutes inch) Number of Bedrooms (or other) war �' k4 ,�, � ,� -'-‘1/2-09-1-4i4, P".) 3 30 * e4 o Pram y �� . «t m - f Jo �.i • V Required Absorption Area - See Attached 00 , :- 7 7 4 Special Setback Requirements: • `�_ (/(7�1 c i Detail 3 — 7 7 Inspector -lC-"' (-- A-tre FINAL SYSTEM INSPECTION AND APPROVAL (as installed) q _ j - 4r sitd S•) • Call for Inspection (24 hours notice) Before Covering Installation 0 Spa C/JGfN R (A System Installer esomaQ Septic Tank Capacity /tan / 2SC Septic Tank Manufacturer or Trade Name e 0'i4 AA •r Septic Tank Access within 8" of surface W-.- Absorption Area 4/-0 4 �1. Absorption Area Type and/or Manufacturer or Trade NameCti RAuC 1 LE-09441 IS C D Adequate compliance with County and State regulations/requirements YES Other Date _/ " .3. 7 C $ Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 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 connbctionto 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 )ail or both). White - APPLICANT Yellow - DEPARTMENT • INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER i *L06 tolm r t-e (1 ADDRESS 00 `� 3 S Pine PHONE - 170 Q6 3 39Y 2 CONTRACTOR O1 ADDRESS PHONE PERMIT REQUEST FOR ( ) NEW INSTALLATION ( ) ALTERATION X 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 C0. r' bond a \P Size of Lot 10 1 3 Legal Description or Address WASTES TYPE: (Q DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: / J Number of Bedrooms Z Number of Persons _ Li 0—j-7—Garbage Grinder ( -Automatic Washer 0--j $01 JRCE AND TYPE OF WATER SI JPPLY: (24 WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 7 Mr le Was an effort made to connect to the Community System? ec A site plan is required to he submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUJED WITHOUT A SITE PLAN. GROIJND CONDITIONS: Depth to first Ground Water Table Percent Ground Slope 0 a 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: 9) SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET ( ) OTHER - DESCRIBE FINAL DISPOSAL BY: ()Q ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPEAL ( ) WASTEWATER POND () OTHER - DESCRIBE (M—a . WILL EFFLUENT BE DISCHARGED$IRECTLY INTO WATERS OF THE STATE? PERCOLATION TEST REST TI 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 of RPE 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 etc W i Date J 6 - 9 7 PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 -:-.,-,. . -- .1 -- ) 7 - -) • -t) 8 - D -- rkl I r rb LI' - . P-4- 1 , I a.'.1. , -.... 1 D PID 4.--.., I • ,,-- E - 1 0 3 I ( a) .,-.. 1 CP . 5)- .-..." i N -- I l• 1 %-.'-- M -1- ! r i t , 1 ., .........,..c....-...-,.....-..r........-,.......-....-------4 c.,.. r 1 e •A P 1/1 1 ,-4-- , C> i ... .,. . 1 c- I ....i i -;"-- ..--. .., • • . ,. Well I , i 4 • • its �� I V oW V t • L 27 . 7 ' I 21 1 1 I Fa n 017c. leach 1 • el M d gets/ \ 5O �2 10 S --f- Carro I 1 we 1 Xo'* 4nM 1.F..1-. . - 000° 38. "� ,e5 . -- K 25.0c.)' ? 25. - sked'p 10' . :I ,- 0 kih Lo412 Lok-i1 x Lot iU _ )3cock i3 Y CT D . - o N N T41 N 3 bUrkigk 82{ � 0 tTc N OavS I t t t a ��I A S, PI R N 4 > Y ' N�I J • / I 1 S ), 27, J.2S^ UI U■ J J o • , � ' Q V 01q iwccih > 4 • d e i ca > Y soo 3 B oo' 60 00' ntr „ r. �Ekf,t):.y�jIt ai {vT }S Jr t.,z'' �f- „ ."4 -,, m•-._ v* � ' i - - t-^"* • 4^ • ts . i:.constitute ,ate ) This does no . , ,c ,p t "'` - a building or use permit , ryk4w. GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH ;„ r ..., 2014 Blake Avenue ._ ^ ...,t ^,^r* Glenwood Springs, Colorado 81601 , pi ;, • � , ' ... f x , PERC WAIVED - RATE KNOWN - FEE ONLY Phone (303) 945-7255 INDIVIDUAL SEWAGE DISPOSAL PERMIT Ng ; 896 • QQ Owner Ernest G1anlnettl ra Al u • ' is'� i....... -{S. , ,• . "U ' •�1 e1 _J1Yc 4A , , d _.r ( �. Lots 11 & 12 - Block 13 - Copperton I o • - — (0 - 3_ v - System Location 0 3 �' 1 (.A /Y�. Licensed Contractor rZ.t. - A' i^' ` Conditional Construction approval is hereby granted for a '7 Cr gallon y /' - Septic Tank or Aerated treatment unit. SEE' PERMIT' X895 FOR PERC Absorption area (or dispersal area) computed as follows: Perc rate of one inch in /) minutes requires a minimum of //, A sq. ft. of absorption area per bedroom. Therefore the no. of bedrooms 2 x 7.� j - S 7 sq. ft. minimum requirement = a total of 2 �P) sq. ft. of absorption area. May we suggest -> 7 `g • -, I / . "- A , X (7 P - Date r , , / : " S — '3 %•-.) Inspector " 1 r r e./'1 L t/f/I 1 FINAL APPROVAL OF SYSTEM: / / ' No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to cover - ` ing any part. • o ,t' Septic Tank access for inspection and cleaning within 12” of ground surface or aerated access ports above ground surface. 6 K Proper materials and assembly. / 0 K Trade name of septic tank or aerated treatment unit. /O 0 0 6 cr � . c- ei ' G a, d - - —0 A Adequate absorption (or dispersal) area. f r X Z c- riv ` /Ac f) V Adequate compliance with permit requirements. 0 C Adequate compliance with County and State regulations /requirements. Othher ' /G :7/-'- -��J Date /0/2 / ( U Inspector /v ”" n 771- / RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: • . . 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to au- thority granted in 66-44-4, CRS 1963, amended 66-3-14, CRS 1963. 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 structures not approved by the Building and Zoning office shall automatically be a viola- tion of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which in- volves 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). Building Official - Permit White Copy Applicant - Green Copy Dept. - Pink Copy (TO BE RETURNED TO BLDG. & SANI, DEPT.) 1, EOC E.O. CHURCH, INC. t ENGINEERS & GEOLOGISTS June 1, 1998 Ken and Laurie White 0053 Pine Street Carbondale, Colorado 81623 Subject: OWS Repair Design, Existing Residence - Revised Tanks 0053 Pine Street Lots 11 and 12, Block 13, Copperton Garfield County, Colorado Job No. 9005 Dear Mr. White, Per our telephone conversation of May 1, 1998, we are sending a re- vised tank configuration for the OWS. It is acceptable to replace the single oversized septic tank with the screened pump vault with two 1000 gallon septic tanks as indicated on the attached Revised Fig. 2. The first tank should be a single com- partment 1000 gallon tank and the second a two compartment 1000 gallon tank with a effluent filter at the "tee" in the tank divider and the pump in the second chamber. c y C cA 7 (#(S o,v c c nee GK e 4Z If there are any questions or we can be of further service, please call. HC E. O. CH r�j CHURCH, INC, ' ° 1 ` ■ !En i A E Edward O. Church,:. 3 copies sent • xc: Bob Nelson 925 East 17111 Avenue • Denver, Colorado 80218 -1407 P.O. Box 2869 • Evergreen, Colorado 80437 -2869 (303) 832 -9692 FAX (303) 832 -3517 (303) 674 -0660 FAX (303) 674 -0813 0053 PINE STREET SCALE LOT 11 AND 12. BLOCK 13. COPPERTON 1 " = 30 } GARFELD COUNTY. COLORADO N M 18' X33' DITCH STANDARD BED PRESSURE RELEASE VALVE • AT HIGH POINT �..— .._.. —..— _ Ky 20' — 100' —3 10' IE— w EXISTING I NM. cc WELL I mo , PROPOSED I� DRIVE AREA TWO 1000 GALLON SEPTIC / TANKS. FIRST. SINGLE COMPARTMENT. SECOND. TWO COMPARTMENTS WITH PUMP IN SECOND CHAMBER. EFFLUENT FILTER AT OUTLET OF 1ST CHAMBER OF 2NDTXANK. NOTE RECOMMEND THE EXISTING OWS BE ABANDONED WELL TO WEST IS GREATER THAN 100' FROM PROPOSED FIELD SITE PLAN AND LOCATION OF PROPOSED OWS JOB NO. 9005 REVISED FIG. 2 EOC M E.O. CHURCH, INC. '� ENGINEERS & GEOLOGISTS u tiThr — April 8, 1998 ( IC11Lf Ken and Laurie White Ar i 1 3.1998 I , 0053 Pine Street � Carbondale, Colorado 81623 Cafvt, `✓a Subject: OWS Repair Design, Existing Residence` 0053 Pine Street Lots 11 and 12, Block 13, Copperton Garfield County, Colorado Job No. 9005 Dear Mr. and Mrs. White, As requested, we prepared an onsite wastewater system (OWS) repair design for the subject site. We net you at the site on April 3, 1998. We met with Don Owens of the Garfield County Building and Sanitation Department ( GCBSD) and discussed design parameters and the use of a screen vault for the repair OWS. The permit for the existing OWS is No. 896. The repair OWS will be installed under Permit No. 2895. SITE CONDITIONS - The site is an approximate 0.18 acre lot located in a residential area in Garfield County, Colorado. The locations of the existing residence and existing OWS components are presented on Fig. 1. The site is relatively flat. The proposed field area has a moder- ate cover of native grasses and a sparse cover of trees. EXISTING AND PROPOSED CONSTRUCTION - A single family two bedroom resi- dence is located as indicated on Fig. 1. The home is provided water by a community well west of the lot as indicated on Fig. 2. Records from GCBSD indicate the OWS was installed in 1980. The existing system consists of a 750 gallon septic tank and a 18 feet by 28 feet field, 504 square feet (SF). We understand the OWS has failed with effluent hacking into the residence. It is proposed to upgrade the two bedroom residence to three bedrooms. Sewage loading for a three bedroom home is 450 gallons per day (GPD), 600 GPD with a 1.5 peaking factor. The proposed field area includes loading from a garbage grinder, washer machine, and dish washer. The well west of the property is greater than 100 feet from the proposed drain field area. SUBSURFACE CONDITIONS - Subsurface conditions were investigated by excavating a profile pit. Subsurface conditions encountered consist of clayey, silty sand to 2 feet, underlain by sand and gravel to the maximum depth explored of 8 feet. No free water or bedrock was en- countered. Don Owens indicated it is permissible to use the percola- tion rate, 10 minutes per inch, from Permit No. 896. Additional per- colation test were not performed. RECOMMENDATIONS - We believe a repair OWS can be installed in the area indicated on Fig. 2. The OWS is based on an average daily flow of 450 925 East 17th Avenue • Denver, Colorado 80218 -1407 P.O. Box 2869 • Evergreen, Colorado 80437 -2869 (3133) 832 - 9692 FAX (303) 832 -3517 (303) 674 -0660 FAX (303) 674 -0813 2 GPD, a percolation rate of 10 MPI,'and and the use of 2 feet of sand filter. The existing tank should be replaced due to it's inadequate capacity and site constraints, with a new oversized tank with a pump nearer the house. We recommend the installation of a 1250 gallon two compartment precast concrete septic tank with a pump in a screened vault as indicated on Fig. 4. We' believe dosing of the field will prolong the life of the system, which is important due to the limited area for a drain field at the site. Because of the age and location of existing field, we recommend it be abandoned. We recommend the installation of a 18 feet by 33 feet field, 594 square feet (SF), con - structedas presented on Fig. 3. The proposed field area is larger than percolation test and sewage loading require, but smaller than typically required for a sand filter. We have used the maximum area available to prolong the life of the OWS. The proposed field should be over - excavated through the clayey sand to the sand and gravel, 2 feet below the dispersal gravel layer. The excavated material should be replaced with a sand filter material, concrete sand. We recommend over - excavating to remove biomat which accumulated in the existing field and to provide suitable filter material. The over- excavated material can be used as backfill or hauled off -site. We recommend relocating the driveway as indicated in Fig. 2. Parking vehicles on the field can compact soils and harm the field. We recommend the surface of the field be seeded after installation of the system. No lawn irrigation or sprinkler system should be installed above the field. OPERATION AND MAINTENANCE - The owner must realize an OWS is different from public sewer service. The owner must be aware of and assume responsibility for maintenance of the system. The system is relatively maintenance free, but the owner must have the septic tank pumped and the screen vault cleaned. We recommend the tank be pumped every two years and the screen vault cleaned (hosed off) at the time of pumping. There are daily considerations, such as not putting plastic or other nonbiodegradable material into the OWS. Water use must be monitored so toilets are not allowed to run when seals malfunction. To illus- trate the point, a running toilet can consume in excess of 1000 GPD if allowed to run. A 1000 GPD loading could irreparably harm the system. We caution against installation of a water softener. The hydraulic loading from a water softener is detrimental to OWS. A separate dry - well should be installed for the backwash if a softener is installed. LIMITATIONS - An OWS design requires installation by a contractor who is experienced in its installation. Our investigation, layout, and recommendations are based on data submitted. If subsurface conditions considerably different from those described in this report are encoun- tered, we should be notified to evaluate the effect on the proposed OWS. If modifications to this design are made by the Health Depart- ment, we should be contacted to evaluate the impact on the performance of our OWS design. All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements, septic tank construction, and other specifications, which are not depicted in our report, are to conform to the requirements of the ISDS regulations. The installer of • 3 the system must have demonstrated a knowledge of the ISDS regulations ' and requirements. The OWS :design includes one installation observation. Additional observations are not included in the cost of this design. If there are any questions or we can be of further service, please call. E. O. CHURCH, INC, 4Q c • 1 • ge f" °PP HG 9 Edward O. Church, P,E 13172 y � ti o .y. p Fs JCK /cbs S • .•LN ANAL 3 copies sent xc: Garfield County Building and Sanitation Department Attention: Don Owens xc: Bob Nelson 0053 PINE STREET SCALE • LOT 11 AND 12. BLOCK I3. COPPERTON 1 " = 20 GARFIELD COUNTY. COLORADO N 1 APPROXIMATE LOCATION - OF EXISTING I& X 28' FIELD EXTENT OF DRIVE ISHEDI EXISITNG RESIDENCE i LOT II - cd I LOT 12 - \DECKS > I DRIVE I al a_ - EXISTING 1000 GALLON SEPTIC TANK - ASSUMED 5 X 8' X 5' • SITE PLAN AND LOCATION OF EXISTING OWS JOB NO. 9005 FIG 1 0053 PINE STREET SCALE LOT II AND 12. BLOCK 13. COPPERTON 1 " = 30 ' GARFIELD COUNTY. COLORADO ` N 1 18' X33' DITCH STANDARD BED PRESSURE RELEASE VALVE AT HIGH row L- 20' f- - 10 EXISTING WELL I A li u PROPOSED . v•= DRIVE AREA L..- .. -.._.. - PROPOSED 1250 GALLON TWO CLEANOUT COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH A PUMP IN A / SCREENED VAULT IN THE SECOND CHAMBER NOTE RECOMMEND THE EXISTING OWS BE ABANDONED WELL TO WEST IS GREATER THAN 100 FROM PROPOSED FIELD • • SITE PLAN AND LOCATION OF PROPOSED OWS JOB NO. 9005 FIG. 2 I YPICAL PLAN VIEW ALTERNATE EFFLUENT INLET • ENDS CAPPED OR LOOPED — - -61 I 6 EFFLUENT — — T- .. - - -- 18' INLET LINE 3' OR 4' PERFORATED PIP( 4 0 L - 36' — - -31 OBSERVATION PIPE TYPICAL CROSS- SECTION - NATURAL GRADE `y r, DISPERSAL GRAVEL (' pp04L Chac l _RIAL ISI O r PK55 I< I ( NO T — SPECIFICATIONS �/ C r l h�.SP &C s9 , DESIGN CRITERIA ir-ANKS O K NUMBER OF BEDROOMS - 3 LOAD - 450 GPD C. /C -T g A, PERCOLATION RATE - T - 10 MPI _ AREA - (15 X 0 X4T) X 5 TOTAL AREA - 42/ SE . GRAVEL - 11/2 INCH TRE_=AMENT UNIT SPECIFICATIONS PROPOSFD 1250 GALLON TWO COMPARTMENT PRECAST CONCRETE SEPTIC 1 ANK WITH A PUMP N A SCREEN VAULT IN THE SECOND CHAMBER FIELD DETAIL JOB N0. 9075 FIG. 3 TYPICAL PLAN NEW 7 ALTERNATE EFFLUENT INLET • - ENDS CAPPED OR LOOPED 3 — 1 6' - - -- -- —f - - - 18' INLET EFFLUENT — � 1') INLf_T p�f 3' OR 4' PERFORATED PIPE L - - 36'— -- _— -A OBSERVATION PIPE TYPICAL CROSS- SECTION NATURAL GRADE `1 I DISPERSAL GRAVEL \ / STRAW OR FILTER MATERIAL — - -- L5t o p � -- o I T .. _ ;: SAND FILTER MATERIAL 2 ,: — (CONCRETE SAND) SPECIFICATIONS DESIGN CRITERIA TRENCI1 SPECFICATIONS NUMBER OF BEDROOMS - 3 LENGTH - 33 FT LOAD - 450 GPD WIDTH - 18 ET PERCOLATION RATE - T - 10 MPI TOTAL PROPOSED AREA - 594 SE AREA - (1.5X0X 101 AL AREA - 42/ SF GRAVEL - 11/2 NCI! TREAMENT UNIT SPECIFICATIONS PROPOSED 1250 GALLON TWO COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITII A PUMP IN A SCREEN VAULT IN THE SECOND CHAMBER FIELD DETAIL JOB NO. 9075 FIG. 3 1250 GALLON TWO COMPARTMENT PRECAST CONCRETE SEPTIC TANK fi DIAMETER PVC WITI -I CAP - ACCESS LID 1 ACCESS LID N' W *OWdW45V SIASVo'.W.W ¢.t nr o!il ': — •w'• POWER LINE FFZOM 'W = _ __ _ F - DEDICATED CIRCUIT - PUMP LINE TO F 1 DISTRIBUTION VALVES 1 J � '! 1 ' � -UNION JOINT FOR • . I QUICK DISCONNECT . -4 / - IN_ET FROM f Y - HIGH WATER FIRST SEPTIC : -.: „ • �G ALARM TANK " ON /OF FLOAT • Q �� CAST -IN - PLACE ---- { , EFFLUENT PUMP BAEFLES --ti [ ORENCO SCREENED PUMP VA111.T SPECIFICATIONS. I. PUMP: 30GPM /15 I -LEAD: GOULD. TECUMSEH. GRUNDFOS OR EQUIVALENT 2. PUMP ON LEVEL WITH A MINIMUM OF 100 GALLONS FOR PUMPING 3. INSTAI 1.. PRESSURE RELIEF VALVE AT HIGH POINT IN PUMP 111_ L1. AUDIBLE ALARM IN BUILDING. ALARM LEVEL- 3 INCHES ABOVE 'ON FL .OAT LEVEL or TANK 5. CONTROL PANEL 10 INCLUDE DIGITAL DOSE COUNTER. • PUMP CHAMBER DETAIL JOB NO. 9005 FIG. 4