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Home My WebLink AboutApplication- PermitGARFIECD COUNTY Bt{71gING MW SANITATION DEPARTMENT Permit %_ 3 8 81 T 109 8th Street Suite 303 Glenwood Springs, Colaradp801 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's NemA t b A System Location A Legal Description of Assessor's Parcel No 4 SYSTEM DESIGN '533 CIL 335 Assessor's Parcel No. This does not constitute a building or use permit. resent Address) OLD NV‘ tLr& Phhine R— 07q7 o�S 4 70/cpOlei r Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Are Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation 1 System Installer Septic Tank Capacity r. Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date c:�l(p-aV Inspector ajna RETAIN WITH RECEIPT RECORDS AT C elf TRUCTION 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 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 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 variation from the terms or specifications contained in the application of permit commits a Class 1, Petty Offense ($500.00 fine —6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION r OWNER ' G Air c_ F ,c _,. /7/6,9iA ADDRESS 772 h O1 7 , S;pfrr 72 PHONE Yr -0797 CONTRACTOR' nicr.-h as -- ADDRESS c033 C.il>.- r 01,11 PHONE ?fl 57%8" PERMIT REQUEST FOR (6 W INSTALLATION ( )ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: Near what City of Town Size of Lot /0 a c res # Legal Description or Address RU S'k{ 5'&ir %d k rs �c hm/d teat I /v WASTES TYPE: ($) DWF.I LING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER - DESCRIBE .0 BUILDING OR SERVICE TYPE: S/F ttG a j 1------rrmm•u---aasu5tr Garbage Grinder Automatic Washer Dishwasher y' smisassaibta (4 WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 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: (septic tank &leach field)10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table Percent Ground Slope 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ('4 r‘ SEI!TIC TANK ( ) AERATION PLANT ( ) VAULT PRIVY ( ) ( ) PIT PRIVY ( ) ( ) CHEMICAL TOILET ( ) FINAL DISPOSAL BY: ( ✓� ABSORPTION TRENCH, BED OR PIT ( ) UNDERGROUND DISPERSAL ( ) ABOVE GROUND DISPERSAL ( ) OTHER - DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? /Ye PERCOLATION TEST RESULTS: (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: VAULT COMPOSTING TOILET ( ) RECYCLING, POTABLE USE INCINERATION TOILET ( ) RECYCLING, OTHER USE OTHER - DESCRIBE ( ) EVAPOTRANSPIRATION ( ) SAND FILTER ( ) WASTEWATER POND 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 ,4 g Date /0 -�1/- 0,3 PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 1` 1 1. 1 1 1 1 1 1. 1 1 1 GARF I ELD COUNTY 9708043470 01/09/04 08: 20••• P. 002 go be nt czx rg10-ozk c-sy9'? ei�n c0 COMM DfNuss ATo swat= ov*RTll6e r.a P1! - .1881 710 ea sweat sail. 31118 efaN.ea- epafalri. Cando *NM insP �J i ena 1�X21M2 C1L35 nNOPerrr Span LoW2011 % , ` ! Zto AithiLLKDAc Lays onwlosal of Ayeewb Paan was _____ . — 3W4a — X r I I d done. /2 -Ao -b3 7e asenem'a Peed la Sena This doss not soa r a Wading or a dont s_ u* WPM — Peroolaian Ras Papienon avecial Dale nolltnntor MAL SYSTEM 9 OM AND Arr.olAl. (a bag Sd) Call for Inspection (24 hon notice) Before Cosine Installation Spar, Insbner septic raw awaab0 Septic Tank Man Iia sr w Trade Naar Sonde Tank Awed within t of twin Absorption Mas Absotptbn Aron Typo and/or MentAnww or Trade Nacos Adeaaam aakpaeice Pial County and star weyldapotalraquhsMada._ •• Othw RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION 817E +CONOITIOMO: 1. M kramaaeaspoutteem9iywMapresdosnienleWlneCaiaade8UaaOaaAotHSSI acwwImlSewage aspOtaiWows Cnaarr 25. ASS ID C.R.S.1973. Raised 1901. 2. JIS penMl Maid oteatatasmstion OldaiMa.MIdIMaeRdyawgBtlwMCaaM9mdd9#tlfaW_Mta.i.msta Con- naotiento oroeaadlw7-MgaraMailumoU0t. tmmd Wee Vidlernamtaratkigellkiasaireetreatellebeavieletlesiaa neabwhaal of the MS and aaae 4r both Huai Slaw and rosialloti at 1M pest 3. Mr weaawh0wnMiaob. sum otiaabMaanindMdual adpelsowafyaww a sdnnwwaieh _. to a4awkl0one maawlw also from tip e-msw aweaalaallasa atlntoined is 11111110011111911114111,1111111 awswe a ars 1. Pati/ Mime MM. One —a enmities in Oil or both). 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1• 1 1 1 rrep.alpr FINAL SYSTEM I MW APPROVAL (ac installed) Call for Inspection (04 hews notice) Before Covering Installation System moaner Sept* Task Capeohy Septic Tens kkmdicaeer Of Trade Nsa Septic Tank Awes, wither r of solves nisrpean Area Maar Prion Nee Ts ardor aarleoarrar ar Trade Nene ARMS* rnishri nse with Cway and Side Isoulallonslmotreiments Oliver Oche Inspector RETAIN WITH RECEIPT RECORDS AT COwstnuan N SITE •CONINT10NS: 1. the inseam rauwtemp* with ea requirensasaarCotorado Serie Sod etMoth Individual Swage disposer System Chapter W. Ardent 1O .R.S. 1973. Revised twee. 2. Thispmri Acrd only [wwreretlentadinn ureawddeiiweullreasp2MrM/rCoud/andesendWMng mginmente. Con- neetIoawersediearo drslerrgorseesapeaaraprowdlo etrAN`taedZordeUMRea/apadamofaegkeauiuISen tea rea.drw.sw al the peS and amuse ler bale lewd aoUee mail asooderdel � �Wen. _ wawa 3. A prserswkeeaadnroY. enne.orinelseesn indNoa ideal dispetin.rar in a ownwentobinratesairrsw4g end maid .aider. Item the erne sandlessineseontatned le spa et ponds erusdts a Cans 1. Petty Odes I00.sa ane—a mortis in heli ot both). Veit ftUli,;: ,cpfbic - 4.3 / ED 2004 g.N7y ANNING Garfield County Planning & Zoning Department 108 8's Street Suite 201 Glenwood Springs, CO. 81601 Attn: Andy Schwaller Dear Mr. Schwaller, 255 Vista Valley Drive Fruita, CO 81521 Voice: 970-858-7373 Cell: 970-260-9082 Fax: 970-858-7373 Email: rwjhjjCbresnan.net Robert W. Jones, 11, P.E., President January 27, 2004 Re: ISDS Design Submittal Albright Residence 0585 Cindy's Way Rifle, CO 81650 Tax ID# 2127-334-00-188 Please find enclosed for your review, one (1) copy of the engineered ISDS report, prepared by Vortex Engineering, Inc., dated January 14, 2004, revised January 26, 2004 for your review and approval. The items discussed in our conversation on January 26, 2004 have been reviewed and the applicable revisions in the report have been completed. Upon your review, should you have any questions or comments, please do not hesitate to contact me at 970-260-9082. Cc: Gene & Penny Albright w/ encl. Lyn Herniesen, Rifle Premier Homes w/ encl. Vortex Engineering, Inc. 4> Robert W. Jones II, P.E. C:My DocumentsNatex Engmeering ProjectsBifle Premier Homes/Albright Residence/Andy Schwaller letter I-27-04.doc 1 Date: January 14, 2004 1 Revised: January 26, 2004 I Prepared by: Robert W. Jones II,P.E. Vortex Engineering, Inc. 255 Vista Valley Drive 1 Fruita, CO 81521 970-260-9082 Type of Design: New Residential Owner: Gene and Penny Albright 0585 Cindy Way 1 Rifle, CO 81650 1 Property address: 255 Vista Valley Drive Fruits, CO 81521 Voice. 970-858-7373 Cell. 970-280-9082 Fax: 970-858-7373 Email: rwjhjjfabresnan.net Robert W. Jones, 11, P.E., President INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN (ISDS) 0585 Cindy Way Rifle, CO 81650 Tax schedule No.: 2127-334-00-188 1 1 1 1 1 Albright Residence ISDS Report Page 1 of 8 Vortex Engineering, Inc F04-001 1.0 Introduction/Site History The site consists of approximately 10.0 acres of naturally uncultivated native soils. Sparse Sage Brush and natural vegetation covers the parcel. Drainage is from west to east in the area of interest. A natural drainage swale is approximately 100 feet north of the proposed septic area. This swale is only active during times of heavy rainfall. A percolation test/soils evaluation was completed on site by the Garfield County Building and Sanitation Department, David Mead, on December 10, 2003. In accordance with the results from this test, the following engineered design of an individual sewage disposal system (ISDS) has been prepared. Results from the 12/10/03 test are attached for reference as Appendix `A'. 2.01SDS Design Parameters The perc test excavation was extended to a depth of approximately 120" below the natural ground surface (BGS). There was no evidence of ground water or high seasonal water table in the open excavation to a depth of 120" BGS. The soils evaluation indicates soils underlying the site are relatively homogeneous. A more geological description follows: Depth (in.) Description 0"-120" medium -hard silty clay Three perc test holes were constructed and tested at varying levels BGS. Perc test results for the holes are as follows: Perc hole # Perc rate 1 40 minutes/inch 2 80 minutes/inch 3 80+minutes/inch **Average perc rate = 66 minutes/inch.** The average perc rate was utilized as the design perc rate, which is equal to 66 minutes/inch. The facility proposed on the parcel which will be utilizing the ISDS is a four (4) bedroom residential modular home approximately 1,700 S.F. in size. 3.0 ISDS Svstem Design An Infiltrator chamber absorption field is proposed for discharge of septic effluent at the site. As shown in the attached ISDS Site Plan, the Infiltrator chamber system will consist of (76) seventy-six standard infiltrator chambers for a total of 475.0 feet of trench. Each trench is 36" wide and approximately 36"-48" deep. Four trenches 93.75' long and one trench 100' long will be excavated and installed with infiltrators in series. A laser level shall be utilized during construction to ensure a level trench plane. Each Standard Infiltrator Chamber is 34" wide, 75" long, and 12" in height with a storage capacity of 77.5 gallons. Posi-Lock end plates will be utilized at the end of each trench chamber. Albright Residence ISDS Report Page 2 of 8 Vortex Engineering, Inc F04-001 Adjacent trenches shall be separated by a minimum of 6 feet horizontal distance of undisturbed soil. The infiltrators are to be installed in the center of each trench and level (end-to-end). The infiltrators are to terminate 12° from the ends of each trench. Septic effluent distribution piping to the absorption field will consist of a 4" PVC solid discharge line. As shown in the attached Plan and profile views of the Infiltrator system, the serial distribution connection between adjacent trenches will assure the up -gradient absorption trench is completely filled before effluent is discharged to each consecutive down -gradient absorption trench. Native soil will be used to backfill the trenches after the infiltrator systems have been installed. The native soil backfill will be mounded at least 5% over each trench to promote adequate surface drainage in the vicinity of the absorption system. The installer should confirm the feasibility of gravity discharge of sewage effluent form the structure to the absorption field by field verification of assumed design parameters. Assumed design parameters with respect to gravity discharge include, but are not limited to: A) Elevation of ground surface at entry to absorption field must be no less than 16" above the invert elevation of sewage pipe at exit from foundation line. B) The distance from the exit of the sewage pipe at the foundation line to absorption field is 110' or less. C) Solid distribution piping for the effluent is to be installed at a grade of 2% minimum. If field measurements do not confirm these design assumptions, gravity discharge of septic effluent from the proposed structure cannot be assured and a lift station may be required. Please contact the design engineer and GCHD to address any design modifications necessary if these design assumptions are not upheld. The installer must also confirm the setbacks from the property lines, building envelopes, streams, and existing easements shown in the attached plans are maintained. Additionally, any unknown utility lines, easements, or other adverse conditions disclosed during construction must maintain the required setbacks listed in Appendix 'B'. A 1,250 gallon septic tank is required for septic effluent from the proposed four bedroom home. As discussed above, an Infiltrator chamber system absorption field is proposed to discharge septic effluent to the underlying sub -surface. As depicted in the attached ISDS plan and profile drawings, the absorption field will consist of four trenches 93.75' long and one trench 100' long installed with infiltrators in series, each 3' wide and approximately 36"-48" deep. The total effective trench infiltration bed area is 2,356 square feet after reduction factors are applied. There will be 76 standard infiltrator units utilized for this Septic field. Calculations and design parameters used to size the Infiltrator Chamber system are as follows: Albright Residence ISM Report Page 3 of 8 Vortex Engineering, Inc F04-001 DESIGN CALCULATIONS AVERAGE SEWAGE FLOW FOR 4 BEDROOM HOME OF 150 GAL./BEDROOM-DAY 4 BEDROOMS X 150 GAL./BEDROOM-DAY = 600 GAL./DAY PEAK FLOW = 150% OF AVERAGE = 900 GAL./DAY DESIGN PERCOLATION RATE = 66.0 MIN./INCH A = Q/5*(4t), WHERE, A = ABSORPTION FIELD AREA Q= PEAK FLOW T= PERC TIME/INCH A = 900/5'J66.0= 1,462.32 SQUARE FEET INCREASE ABSORPTION AREA BY 40% FOR CLOTHES WASHER, AND 20% FOR GARBAGE DISPOSAL DESIGN AREA= 1,462.32 x 1.6 = 2,339.72 SQUARE FEET DECREASE TRENCH AREA BY 50% FOR INFILTRATOR CHAMBER SYSTEM TRENCH AREA REDUCTION ALLOWANCE ADJUSTED TRENCH AREA = 2,340 S.F. *(0.50) = 1,170 S.F. STANDARD EFFECTIVE INFILTRATOR AREA PER UNIT = 15.50 S.F. NUMBER OF INFILTRATORS REQUIRED = ADJUSTED TRENCH AREA (15.50 S.F.) NUMBER OF INFILTRATORS REQUIRED = 1.170 S.F. = 75.48 UNITS (15.50 S.F.) DESIGN TRENCH LENGTH = 76 X 6.25 = 475' DESIGN TRENCH LENGTH = 4 TRENCHES @ 93.75' + 1 TRENCH @ 100.00' = 475.00' SEVENTY-SIX (76) STANDARD INFILTRATOR CHAMBER SECTIONS TO BE UTILIZED Albright Residence ISDS Report Page 4 of 8 Vortex Engineering, Inc F04-001 4.0 Site Specific Installation/Operation Requirements The owner and system contractor shall be aware and comply with the following installation and system operation requirements. 4.1 Installation -Setbacks, Notifications, and Inspections • The system contractor must be approved and licensed by the Garfield County Health Department for ISDS installation. • All installation activities shall be conducted in accordance with current Garfield County Health Department & State of Colorado Board of Health Department ISDS regulations. If at any time during construction, subsurface site conditions are encountered which differ from the design parameters developed in Section 2.0, construction activities will stop and the design engineer and Garfield County Health Department will be contacted to address any necessary design modifications. Installation procedures including grade, location, setbacks, septic tank size, and absorption field size shall conform with the attached graphic details. Construction activities and system components will not encroach upon existing easements or utility corridors. A minimum of 6 ft of undisturbed soil shall be maintained between individual absorption elements and the septic tank and//or adjacent absorption elements. • To avoid surface flow infiltration and saturation of the new absorption system, abandonment of irrigation in the vicinity of the disposal system is required. Diversion ditches necessary to divert surface flows around the new absorption bed must maintain the minimum setbacks listed above. • All sewer lines and effluent distribution piping shall be 4 inches in diameter, have glued joints, and employ a serial distribution connection between adjacent absorption trenches. Septic tank effluent lines shall b e placed level in the absorption field. All lines discharging sewage from the residence to the septic tank shall maintain fall of between 1/8 in. and 1/4 in. per foot and shall employ sweep 90's or 2-45's at all tums. Sewer lines from the dwelling to the septic tank and at least 6 ft from the septic tank outlet must meet minimum standard ASTM - 3034. Sewer lines under driveways shall always meet minimum Schedule 40 PVC standards and shall be encased with corrugated metal pipe when covered with less than 24" of soil. • The installer shall not place fill in the open excavation until inspected and approved by the design engineer. Additionally, the final cover shall not be placed on sewer lines, septic tank, or the absorption area until the system has been inspected and approved by the design engineer and the Garfield County Health Department. • The installer shall provide 48 hour notice to the engineer and the Garfield County Health Department for all required inspections. Albright Residence ISDS Report Page 5 of 8 Vortex Engineering, Inc F04-001 • The surface cap shall be mounded 5% over the absorption trenches to promote surface runoff. • The system contractor shall be aware of the potential for construction activities to reduce soil permeabilities at the site through compaction, smearing, and shearing. The following precautions and construction procedures should be employed during installation to minimize disturbance to native soils. I. Excavation should proceed only when the moisture content of the soil is below the plastic limit. If a sample of soil forms a rope instead of crumbling when rolled between the hands it is too wet and should be allowed to dry before excavation continues. II. Excavation and backfill equipment should work from the surface where at all practical to avoid compaction of the solids at depth. III. The bottom and sidewalls of the excavation should be left with a rough, open surface. The appearance should be that of broken or ripped soil as opposed to a sheared, smeared, or troweled surface. Any smoothed of smeared surfaces should be removed with a toothed rake or shallow ripper taking care to remove loose residues for the bottom of the trench by hand if necessary. IV. Care should be taken in placing fill materials in the excavation to avoid damaging the exposed soil surfaces. 4.2 Operation -Maintenance and Inspections • The owner shall install a structural barrier if necessary and take precautions to prevent vehicular traffic, excessive surface watering, accidental flooding, or other activities in the vicinity of the absorption field which may compact, saturate, or otherwise alter the subsurface soil parameters used in designing the septic system. • The owner will plant and maintain grass or other shallow rooted cover crop to prevent erosion and promote evapotranspiration over the absorption field. • The owner will inspect and maintain the required mounding and drainage away from the absorption field to prevent saturation from precipitation and surface flows. • To mitigate the generation of preferential flow channels which may compromise the operation of the system, the owner will inspect and prevent intrusion of burrowing animals and deep rooted plants into the absorption field. • The owner will conduct periodic maintenance of the septic system by removing accumulated sludge from the septic tank every 3-4 years or as necessary to prevent clogging of the absorption field. Albright Residence ISDS Report Page 6 of 8 Vortex Engineering, Inc F04-001 5.0 Limitations/Restrictions This report is a site specific design for installation of an individual sewage disposal system (ISDS) and is applicable only for the client for whom our work was performed. Use of this report under other circumstances is not an appropriate application of this document. This report is a product of Vortex Engineering Incorporated and is to be taken in its entirety. Excerpts from this report may be taken out of context and may not convey the true intent of the report. It is the owner's and owner's agents responsibility to read this report and become familiar with recommendations and design guidelines contained herein. The recommendations and design guidelines outlined in this report are based on: 1) the proposed site development and plot plan prepared by Sexton Survey as fumished by the client to Vortex Engineering, Inc., 2) the site conditions disclosed at the specific time of the site investigation of reference, and 3) the perc test report prepared by the Garfield County Health Department. Vortex Engineering, Inc. assumes no liability for the accuracy or completeness of information furnished by the client. Site conditions are subject to external environmental effects and may change over time. Use of this plan under different site conditions is inappropriate. If it becomes apparent that current site conditions vary from those anticipated, the design engineer and GCHD should be contacted to develop any required design modifications. Vortex Engineering, Inc. is not responsible and accepts no liability for any variation in assumed design parameters. Vortex Engineering, Inc. represents this report has been prepared within the limits prescribed by the owner and in accordance with the current accepted practice of the civil engineering profession in the area. No warranty or representation either expressed or implied is included or intended in this report or in any of our contracts. SEAL Robert W. Jones, II, P.E. President Vortex x Engineering, Inc. IZ Date 1—A9—e`h Albright Residence ISDS Report Page 7 of 8 Vortex Engineering, Inc F04-001 APPENDIX A SOILS AND PERCOLATION REPORT GARFILED COUNTY HEALTH DEPARTMENT Albright Residence ISDS Report Page 8 of 8 Vortex Engineering, Inc F04-001 APPENDIX B TABLE OF MINIMUM HORIZONTAL DISTANCES IN FEET BETWEEN COMPONENTS OF A SEWAGE DISPOSAL SYSTEM 1 1 1 1 1 1 '� o '? b 9 2 h h i I I ,,Ie��e��nlI p " 6- •6A 6A o 10 0 0 x0 G ga 61 ii2 g 6A toy it S2 a2 A A A A A a 12 =1. 1 o e 0. 0 0 0 0 o 0 pe .1:8g y J1 rens P,6 2 2 2_ o 2 9 .. la Ca n 20 n ^ .e... orsen ^ Zvi o Potable Water Supply Cistern n a yp O.J.1 6 N tg :a Et0 60 60 O O N 2 h E.'.. .R h 1I 1 g g �JI] b t1111 ii Unlined or Pushily Lmed Bvepoannepbadon Sys Wanseaer Pad, ar Sodom Disposal Syaem Other than Sari ] Lined Evapotranspiration Field ar Lined Wastewater Pond 1 111 La I .Led d gig j el bag 121 ig 1 .�tr] ll C C 1 siRt° I g; n a 9 111 2 ffil I. itt gi its 18 iC T9 tr : 5 1g a •so '� 5 b I _ b s e a �W '� i 8 0 11` 1 1Y 1 haps 41 11I1 9 1 .� Y O e b �lid I 9 $f6 1 1 11' 1 $s 110 11ILII 111 : I :giltI seed o s E1I 6 00 1 Serial Distribution Same -End Inlet Pan View 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Na b gab Septic Tank Standard Chambers 4" PVC Pipe Cbsed End Pat. Serial Distribution Same -End Inlet Cross Sectbn Nab Sake Surface Grade PVC Ptps Cbsed End Pat* (Typ.) IMS PIANM REFERENCES A OE BY MRLTRATOR SIMM. PC. 2.) TMS PUN 6 NOT 10 RE RAZED AS A REFERENCE FOR ANYIHOIG OVER AND SPECi1CAp16 t:01REt:11011s 3.) CONIRICTOR 6 10 WOO TME SNE UIVUT PUN FOR SPWEE mesas OF INFURATOR TROCHES AND ORENUM M. Esabfah Vegetative Cover Same -End High Level Ovedbwv Number d Trenches per Design TITLE: INFILTRATOR DETAILS PLAN SCAtL(H) N/A M N/A DATE 1-20-04 DRAWN BY: R.JJI CPO ID. #25Ds_SnE PROJECT jF04—o0I ORTEX ENGINEERING,INC. •CML & CONSULTING ENGINEERS •PROJECT MANAGERS •SITE PLANNERS•HYDROL.OGIC ENGINEERS* CONSTRUCTION MANAGERS 255 VISTA VALLEY DRIVE P6: (970) � 90822COLORADO pFAX: (981521 o else -7376 PROJECT: ALBRIGHT RESIDENCE 0585 CINDY'S WAY RIFLE, COLORADO (ISDS DESIGN) 2127-334-00-188 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE CALL 1-800-922-1987 FOR UTILITY LOCATES BEFORE EXCAVATING 78 STANDARD INFLIRATDR UNIT REPLACEMENT FIELD CLEAN OUT 5 STANDARD INFILTRATOR UNITS EACH RDW 16 STANDARD INFILTRATOR UNITS 15 STANDARD IIfILTRA10R UMTS 25' DRY GULCH BUFFER APPROXIMATE LOCATION OF DRY GULCH (TIP.) DETAILED SITE PLAN SCALE:(H)1"=30 0 N/A DAIS 1-20-04 REV• 1-26-04 DRNMN BY: R.J.II CAD I.D. j7SOS-SITE PROJECT 9:F04-001 VORTEX ENGINEERING, INC. •CML & CONSULTING ENGINEERS •PROJECT MANAGERS • SITE PLANNERS *HYDROLOGIC ENGINEERS • CONSTRUCTION MANAGERS 255 VISTA VALLEY DRIVE FRU17A, COLORADO 81521 P8: (970) 280-9082 FAX: (970) 858-7373 PROJECT: ALBRIGHT RESIDENCE 0585 CINDY'S WAY RIFLE, COLORADO (ISDS DESIGN) 2127-334-00-188 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A - 0 U A GRAPHIC wirer SW51']YM NOTE CONTRACTOR/One IS 113 YYITNI THE FOLLOIIINC SETBACKS ABSORPTION RET 0 SEPTIC TANK SPRINGS/VELLS IDD' S0' (1STFRN 100' 50' STREAM 100' 50 DRY ann. 25' SV 001ESTIC EATER INE 25' 10' PROP FL METER PPPRO)aaATE LDGTIGN OF PROP. LEIl 05631' WORM 200 It CAP PLS 13501 I si NOTE: CALL 1-e00-922-1907 FOR ROUT( LOCATES FRE EXCAVATING MOOS a•-,•tc 110 GOBI O Me A x 0100••01 a OMR O 0000 a x m OVRAN1 INK x 101001E TO SIM • MOM Ong MONO x SIN a x COX PIM b x m CIK • O1•RAre Ax 000.016.• Oa0 +RBI OR IR 10[x M1Y ax AR •//Q AT x O,•Ia -- 10 0 00.1 It ND Me IN w' Se x K 91 a ax OIH IR AT AT x Oa MN Tare ac Waft MOM 10010110naOM IM 0001010 MAVf MIA WM t 111011110 001140 x eOl BMW YOSARY. I FOIIIC REBAR • GP PIS 13501 FOUND REBAR It GAP PLS 10732 001.00 TITLE: ISDS OVERALL SITE PLAN SCALE(H) 1"=100' 111 �) N/A DATE: 1-19-04 ‘ 1-26-04 DRAWN BY: R.J.II CAD I.D. #:ISDS_SITE PROJECT I.F04-001 �ORTEX ENGINEERINGINC. s •CIVIL & CONSULTING ENGINEERS •PROJECT MANAGERS •SITE PLANNERS *HYDROLOGIC ENGINEERS• CONSTRUCTION MANAGERS 255 VISTA VALLEY DRIVE F COLORADO PA: (970)280-9082 FAX (970) 858-7373 PROJECT: ALBRIGHT RESIDENCE 0585 CINDY'S WAY RIFLE, COLORADO (ISDS DESIGN) 2127-334-00-188 Feb 03 PS 04:44p Vortex Engineering, Inc. • 970-858-7373 July 15, 2004 Via: U.S. Mail Garfield County Planning & Zoning Department 108 8" Street Suite 201 Glenwood Springs, CO. 81601 Attn: Andy Schwaller p.2 255 Vista Valley Drive Fruits, CO 81521 Voice: 970-8584888 Cell: 970-260-9082 Fax: 970-858-7373 Email:rjones@vorte:ceng.com u8-com Re: ISDS Construction Inspection Albright Residence 0585 Cindy's Way Rifle, CO 81650 Tax ID!? 2127-334-00-188 Dear Mr. Schwaller, In accordance with Garfield County ISDS regulations, Vortex Engineering, Inc completed an inspection of the ISDS system at the above referenced location on July 14, 2004. The constructed system was reviewed for compliance to the plans and specification dated January 26, 2004. The installed systemtowas b as andund materials b is general cospecifications. This firm verified slope, general conformance with these plans and utilized for the ISDS system. Upon your review, should you have any questions or require further documentation, please do not hesitate to contact meat 970-8584888. Cc: Gene & Penny Albright, Owners Premier H Iglpnght Residence/Andy Schwaller letter 7-15-04.doc CMY ppcomentsNdte><EngNar®g Prints/Rine